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HomeMy WebLinkAbout2677 N Main St - REV 3 - PlanTITLE SHEET G-001 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 1 0 / 1 1 / 2 1 PE R M I T AD S AJ N 2 1 1 / 9 / 2 1 PE R M I T AD S BF CODE REFERENCES: CALIFORNIA CODE OF REGULATIONS: 1. 2019 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R 2. 2019 CALIFORNIA BUILDING CODE (CBC) PART 2, TITLE 24 C.C.R (2015 INTERNATIONAL BUILDING CODE VOLUMES 1-2 AND 2019 CALIFORNIA AMENDMENTS) 3. 2019 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24 C.C.R (2014 NATIONAL ELECTRICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 4. 2019 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R (2015 UNIFORM MECHANICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 5. 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R (2015 UNIFORM PLUMBING CODE AND 2019 CALIFORNIA AMENDMENTS) 6. 2019 CALIFORNIA ENERGY CODE (CEC) PART 6, TITLE 24, C.C.R 7. 2019 CALIFORNIA FIRE CODE PART 9 TITLE 25 C.C.R (2015 INTERNATIONAL FIRE CODE AND 2019 CALIFORNIA AMENDMENTS) 8. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE PART 11, TITLE 24 C.C.R 9. 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R 10. TITLE 19 C.C.R PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEMS 2019 EDITION NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE 2019 EDITION 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN GENERAL RESPONSIBILITY OF CHARGE: THE DRAWING OR SHEETS MARKED WITH AS ASTERISK(*) HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THE STATE OF CALIFORNIA. THE DRAWINGS HAVE BEEN EXAMINED BY ME FOR: 1. DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND PROJECT SPECIFICATIONS PREPARED AND: 2. COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT. THE STATEMENT OF GENERAL CONFORMANCE SHALL NOT BE CONSTRUED AS RELIEVING ME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES, UNDER SECTIONS 17302 AND 81138 OF THE EDUCATION CODE AND SECTIONS - 4-336, 4-341, AND 4-344 OF TITLE 24, PART 1. __________________________________________________________________ SIGNATURE DATE DESIGN PROFESSIONAL DESIGNATED TO BE GENERAL CHARGE __________________________________________________________________ LICENSE NUMBER EXPIRATION DATE SHEET INDEX: G-001 TITLE SHEET A-100 SITE PLAN A-101 ENLARGED GARAGE SITE PLAN A-102 ENLARGED GROUND CANOPY SITE PLAN A-103 ACCESSIBILTY PLAN A-200 ELEVATIONS - GARAGE CANOPY C-101 EQUIPMENT PAD LANDSCAPE: L1.1 TREE PROTECTION PLAN L1.2 TREE PROTECTION PLAN AND NOTES L2.1 LANDSCAPE PLAN L2.2 PLANTING DETAILS AND NOTES L2.3 PLANTING DETAILS AND NOTES L3.1 IRRIGATION PLAN L3.2 IRRIGATION DETAILS AND SPECIFICATIONS L3.3 IRRIGATION SPECIFICATIONS STRUCTURAL: GROUND LOT CANOPIES S0.0 TITLE SHEET/GENERAL INFORMATION SC.1 GROUND CANOPY PLAN VIEW, SECTION SC.2 GROUND CANOPY DETAILS GARAGE CANOPY SG.0 TITLE SHEET/GENERAL INFORMATION SG.1 BEAM FRAMING PLAN SG.2 PURLIN FRAMING PLAN SG.3 CROSS SECTIONS SG.4 CROSS SECTIONS SG.5 CROSS SECTIONS SG.6 CONCRETE ANCHORING DETAILS SG.7 CONCRETE ANCHORING DETAILS SG.8 STEEL CONNECTION DETAILS SG.9 STEEL CONNECTION DETAILS ELECTRICAL: *G-100 COVER SHEET *G-101 LEGEND *E-100 OVERALL SITE PLAN *E-101 PV ARRAY PLAN *E-102 EQUIPMENT SITE PLAN *E-103 PHOTOMETRIC PLAN - GARAGE *E-104 PHOTOMETRIC PLAN - GROUND *E-201 GROUNDING LAYOUT *E-301 STRINGING LAYOUT *E-400 SINGLE LINE DIAGRAM *E-401 ELECTRICAL CALCULATION *E-500 DETAILS *E-501 DETAILS *E-600 PV LABELS *E-700 DATA SHEET *E-701 DATA SHEET PROJECT TEAM OWNER: ELECTRICAL ENGINEER ENGINEER OF RECORD REX H. ARASHI, PE 70964 APPLIED ENGINEERING, INC. 129 INDEPENDENCE CT. GRASS VALLEY, CA 95945 (530) 838-5358 THE MULLER COMPANY 18881 VOLN KARMAN AVE. STE. 400 IRVINE, CA 92612 PROJECT SCOPE-OF-WORK: · INSTALLATION OF ONE (1) SOLAR CANOPY OVER EXISTING PARKING GARAGE SYSTEM SPECIFICATIONS PANEL MODEL Q. PEAK DUO L-G8.2 415 & 430 CANOPY QTY.3 NUMBER OF MODULES 2,343 SYSTEM POWER, KWSTC 981.3 TILT 5° AZIMUTH 271/91° (GARAGE), 271°GROUND) CANOPY ARRAY SQUARE FOOTAGE 44,876 SQ FT. (GARAGE) 10,188 SQ FT. (GROUND) UTILITY SCE PERMITTING AUTHORITY CITY OF SANTA ANA APPLICABLE CODE CBC 2019 ZONING SD-31 OCCUPANCY CATEGORY S2 (CARPORT) WIND SPEED / WIND EXPOSURE 95 MPH WIND EXPOSURE CAT. C GROUND SNOW 0PSF SEISMIC SITE CLASS D SEISMIC DESIGN CATEGORY D MAIN STREET TOWN CENTER PHOTOVOLTAIC SYSTEM - CARPORT SHADE STRUCTURES 2677 N. MAIN STREET, SANTA ANA, CA 92705 GENERAL CONTRACTOR: DISTRIBUTED SOLAR OPERATIONS, LLC 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 PROJECT LOCATION THE MULLER COMPANY SURVEYOR KIER & WRIGHT 2680 COLLIER CANYON ROAD LIVERMORE, CA 94551 (925) 245-8788 FARSHID JAVIDKIA PE, NO. E22456 FRONTIER ENGINEERING SERVICES, LLC 520 E. WEDDELL RD., UNIT 457, SUNNYVALE, CA 94089 (415) 858-1020 12/7/2021, 2:51:22 PM As design professional in responsible charge. 12/7/2021 70964 6/30/2023 Bldg permit #101110159/160 Plng approved by EM on 8/23/22 PW approved by YS on 3/7/22 Bldg approved by GH on 12/5/22 Elect permit #20175958/59 Elect approved by MS on 8/10/22 Permits issued on 1/11/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate" will be valid. Call (2) working days before you dig. 1-800-227-2600 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 1 / 0 9 / 2 1 PE R M I T S U B M I T T A L FG B JC B 11.09.2021 10.31.2023 PLAN REFERENCES 1 EXISTING DRIVE 2 EXISTING WALKWAY 3 EXISTING PARKING LOT 4 SOLAR CANOPY; REFER TO ENGINEERING DRAWINGS 5 EXISTING HEDGE 6 EXISTING METAL FENCE 7 EXISTING RETAINING WALL 8 EXISTING WATER FEATURE SAN T I AGO C R E E K NO R T H M A I N S T R E E T N LANDSCAPE PLAN 00 20' 40'10' L2.1 LANDSCAPE PLAN 2677 NORTH MAIN STREET PARKING STRUCTURE 1 1 1 2 2 2 2 2 3 3 3 3 3 4 5 8 7 7 6 6 6 5 5 5 5 LANDSCAPE LEGEND SYMBOL DESCRIPTION Remove existing turf within this area and repalce with 3" minimum depth of decorative cobble mulch. Match existing rounded tan decorative gravel used at entry patio; Submit existing gravel and proposed gravel samples for review and approval by Owner's Representative and Landscape Architect. Refer to detail for cobble placement Marathon Fescue turf sod where existing Jacaranda tree is removed; blend in with adjacent turf. Confirm turf species with Owner's Representative A Steel Header; 1/4" thick DuraEdge from J.D. Russell in brown standard finish or approved equal Approximate area of utilities. Refer to Engineering drawings for specific locations and requirements. Notes: 1. Replace plants that are removed due to excavation with the exact species as what was replaced and in the same spacing and quantities per Planting Notes and Specifications; use the sizes listed below: SITE DATA CALCULATIONS TOTAL PROPOSED NEW LANDSCAPE AREA 0 S.F. TOTAL PROPOSED NEW TURF AREA 20 S.F. TOTAL PROPOSED NEW SHRUB AREA 0 S.F. Project Description: The project consists of the removal and protection of trees in an existing private commercial development. The only planting occuring with this project is replacing an existing Jacaranda tree that is being removed with turf as well as replacing any shrubs or turf that is damaged due to field excavations. The Planting Notes, Details, and Specifications only pertain to replacing shrubs, groundcover, or turf that is damaged or removed as a result of construction activity such as trenching. The amount of landscape disturbance is expected to be less than 2,500 square feet and therefore, the landscape is exempt from meeting full MWELO requirements. MINIMUM PLANT SIZES FOR REPLACEMENT PLANTS HEDGES 15 GALLON SHRUBS 5 GALLON GROUND COVER & VINES 1 GALLON TURF INSTALL AS SOD A A A I agree to comply with the requirements of the prescriptive compliance option to the MWELO (Model Water Efficient Landscape Ordinance). LICENSED LANDSCAPE ARCHITECT CA 6055 DATE 11/09/2021 2677 N Main St - 101110159-60 & 20175958-5902/07/23 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 11 / 0 9 / 2 1 PE R M I T S U B M I T T A L FG B JC B 11.09.2021 10.31.2023 L2.2 PLANTING DETAILS AND NOTES Backfill (See Planting Notes) 2x widest dimension of root ball Top of rootball 1" above finish grade 3" high x 6" wide round - topped soil berm above root ball shall be constructed around the root ball. Berm shall begin at root ball edge Prior to mulching, lightly tamp soil around the root ball in 6" lifts. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil 3" minimum layer of mulch. Keep 6" clear from trunk (See Planting Notes) Root ball rests on existing or re-compacted soil Scarify sides and bottom of planting pit Existing soil Finished grade Shrub Plant tablets (See Planting Notes) SECTION VIEW 1. Typical Replacement Shrub Installation Scale: 1" = 1'-0" 4. Planting Notes PLANTING NOTES: 1. Contractor is to call DigAlert or equivalent local utility locator service and verify locations both above and below ground of existing utilities, pipes, drainlines and structures prior to any excavation or planting work. If underground construction, irrigation equipment, or utility lines are encountered, contractor shall notify the Owner's Representative and Landscape Architect so proper response can be determined. All expenses incurred for any subsequent required repair of damage to or replacement of existing underground lines shall be the Contractor's responsibility. 2. Verify locations of pertinent site improvements installed under other sections. If any part of this plan cannot be followed due to site conditions, contact Landscape Architect for instructions prior to commencing work. 3. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall verify all dimensions and shall immediately inform the Owner's Representative of any discrepancy between the drawings or specifications and actual conditions. 4. All planting operations shall conform to City of Santa Ana's codes and guidelines, and any other applicable local, state, or federal codes and regulations. Coordinate with the Owner's Representative to obtain any required permits necessary to complete work. 5. Provide matching forms and sizes for all replacement plant materials within each species and size. 6. All materials are subject to the approval of the Landscape Architect and Owner's Representative at any time. Review plant locations for approval by the Owner's Representative before planting. On-site adjustments may be required. 7. Remove from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with approved, specified material. 8. Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practice as approved by the Owner's Representative. Contractor shall only install as many plants that can be planted and watered on that same day. 9. Contractor shall remove all weeds, debris, rocks 1” diameter or larger, or other deleterious matter such as construction waste, from all new planting areas (unless specified otherwise by Owner's Representative). Weed eradication method shall be approved by Owner's Representative. The Contractor shall install and/or amend topsoil in all proposed bed areas to meet ASTM D5268 standards. Landscaper shall verify depth and quality of topsoil prior to plant installation. A minimum of 4" of topsoil is required for 12" for plant beds. Topsoil sources shall include the reuse of surface soil stockpiled on site, clean of roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1". Supplement with imported topsoil from off-site sources when quantities are insufficient. Do not obtain supplemental topsoil from agricultural land, bogs, or marshes. inorganic amendments, organic amendments, and fertilizers shall be used to amend topsoil as needed for long-term plant health. 10. Incorporate compost at a rate of least four cubic yards per 1,000 square feet to a depth of six inches into landscape area. I agree to comply with the requirements of the prescriptive compliance option to the MWELO (Model Water Efficient Landscape Ordinance). LICENSED LANDSCAPE ARCHITECT CA 6055 DATE 11/09/2021 SECTION 32 9300 PLANTING PART 1 GENERAL 1.1 SUMMARY A. The scope of work includes all labor, materials, appliances, tools, equipment, facilities, transportation and services necessary for, and incidental to performing all operations in connection with furnishing, delivery, and installation of plants (also known as "landscaping”) complete as shown on the drawings and as specified herein. B. The scope of work in this section includes, but is not limited to, the following: 1. Locate, purchase, deliver and install all specified plants. 2. Water all specified plants. 3. Mulch, fertilize, stake, and prune all specified plants. 4. Maintenance of all specified plants until the beginning of the warranty period. 5. Plant warranty. 6. Clean up and disposal of all excess and surplus material. 7. Maintenance of all specified plants during the maintenance period. 1.2 CONTRACT DOCUMENTS A. Shall consist of specifications and general conditions and the construction drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution of the work. The documents are to be considered as one. Whatever is called for by any parts shall be as binding as if called for in all parts. 1.3 RELATED DOCUMENTS AND REFERENCES A. Related Documents: 1. Drawings and general provisions of contract including general and supplementary conditions and Division I specifications apply to work of this section 2. Related Specification Sections a. Section - Irrigation B. References: The following specifications and standards of the organizations and documents listed in this paragraph form a part of the specification to the extent required by the references thereto. In the event that the requirements of the following referenced standards and specification conflict with this specification section the requirements of this specification shall prevail. In the event that the requirements of any of the following referenced standards and specifications conflict with each other the more stringent requirement shall prevail or as determined by the Owners Representative. 1. State of California, Department of Food and Agriculture, Regulations for Nursery Inspections, Rules and Grading. 2. "Agricultural Code of California," most current edition 3. "Regulations of the Director of Agriculture Pertaining to Nursery Stock," most current edition 4. ANSI Z60.1 American Standard for Nursery Stock, most current edition. 5. ANSI A 300 - Standard Practices for Tree, Shrub and other Woody Plant Maintenance, most current edition and parts. 6. Interpretation of plant names and descriptions shall reference the following documents. Where the names or plant descriptions disagree between the several documents, the most current document shall prevail. a. USDA - The Germplasm Resources Information Network (GRIN) http://www.ars-grin.gov/npgs/searchgrin.html b. The New Sunset Western Garden Book, Oxmoor House, most current edition. 6. Pruning practices shall conform to recommendations “Structural Pruning: A Guide For The Green Industry” most current edition; published by Urban Tree Foundation, Visalia, California. 7. Glossary of Arboricultural Terms, International Society of Arboriculture, Champaign IL, most current edition. 1.4 VERIFICATION A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owner's Representative of any discrepancies between the information on the drawings and the actual conditions, refraining from doing any work in said areas until given approval to do so by the Owner's Representative. B. In the case of a discrepancy in the plant quantities between the plan drawings and the plant call outs, list or plant schedule, the number of plants or square footage of the planting bed actually drawn on the plan drawings shall be deemed correct and prevail. 1.5 PERMITS AND REGULATIONS A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a conflict exists between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work. B. Wherever references are made to standards or codes in accordance with which work is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless otherwise expressly set forth. C. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shall determine which shall govern. 1.6 PROTECTION OF WORK, PROPERTY AND PERSON A. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to his/her actions. 1.7 CHANGES IN THE WORK A. The Owner's Representative may order changes in the work, and the contract sum should be adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extra compensation must be made and approved in writing before executing the work involved. B. All changes in the work, notifications and contractor's request for information (RFI) shall conform to the contract general condition requirements. 1.8 CORRECTION OF WORK A. The Contractor, at their own cost, shall re-execute any work that fails to conform to the requirements of the contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative, at the soonest as possible time that can be coordinated with other work and seasonal weather demands. 1.9 DEFINITIONS All terms in this specification shall be as defined in the “Glossary of Arboricultural Terms” or as modified below. A. Boxed trees: A container root ball package made of wood in the shape of a four-sided box. B. Container plant: Plants that are grown in and/or are currently in a container including boxed trees. C. Defective plant: Any plant that fails to meet the plant quality requirement of this specification. D. End of Warranty Final Acceptance: The date when the Owner's Representative accepts that the plants and work in this section meet all the requirements of the warranty. It is intended that the materials and workmanship warranty for Planting, Planting Soil, and Irrigation work run concurrent with each other. E. Healthy: Plants that are growing in a condition that expresses leaf size, crown density, color; and with annual growth rates typical of the species and cultivar's horticultural description, adjusted for the planting site soil, drainage and weather conditions. F. Kinked root: A root within the root package that bends more than 90 degrees. G. Maintenance: Actions that preserve the health of plants after installation and as defined in this specification. H. Maintenance period: The time period, as defined in this specification, which the Contractor is to provide maintenance. I. Normal: the prevailing protocol of industry standard(s). J. Owner's Representative: The person appointed by the Owner to represent their interest in the review and approval of the work and to serve as the contracting authority with the Contractor. The Owner's Representative may appoint other persons to review and approve any aspects of the work. K. Reasonable and reasonably: When used in this specification relative to plant quality, it is intended to mean that the conditions cited will not affect the establishment or long term stability, health or growth of the plant. This specification recognizes that it is not possible to produce plants free of all defects, but that some accepted industry protocols and standards result in plants unacceptable to this project. When reasonable or reasonably is used in relation to other issues such as weeds, diseased, insects, it shall mean at levels low enough that no treatment would be required when applying recognized Integrated Plant Management practices. This specification recognizes that some decisions cannot be totally based on measured findings and that professional judgment is required. In cases of differing opinion, the Owner's Representative's expert shall determine when conditions are judged as reasonable. L. Root ball: The mass of roots including any soil or substrate that is shipped with the tree within the root ball package. M. Root ball package. The material that surrounds the root ball during shipping. The root package may include the material in which the plant was grown, or new packaging placed around the root ball for shipping. N. Root collar (root crown, root flare, trunk flare, flare): The region at the base of the trunk where the majority of the structural roots join the plant stem, usually at or near ground level. O. Shrub: Woody plants with mature height approximately less than 15 feet. P. Spade harvested and transplanted: Field grown trees that are mechanically harvested and immediately transplanted to the final growing site without being removed from the digging machine. Q. Stem: The trunk of the tree. R. Substantial Completion Acceptance: The date at the end of the Planting, Planting Soil, and Irrigation installation where the Owner's Representative accepts that all work in these sections is complete and the Warranty period has begun. This date may be different than the date of substantial completion for the other sections of the project. S. Stem girdling root: Any root more than ¼ inch diameter currently touching the trunk, or with the potential to touch the trunk, above the root collar approximately tangent to the trunk circumference or circling the trunk. Roots shall be considered as Stem Girdling that have, or are likely to have in the future, root to trunk bark contact. Structural root: One of the largest roots emerging from the root collar. T. Tree: Single and multi-stemmed plants with mature height approximately greater than 15 feet. 1.10 SUBMITTALS A. See contract general conditions for policy and procedure related to submittals. B. Submit all product submittals 8 weeks prior to installation of plantings. C. Product data: Submit manufacturer product data and literature describing all products required by this section to the Owner's Representative for approval. Provide submittal eight weeks before the installation of plants. D. Plant growers' certificates: Submit plant growers' certificates for all plants indicating that each meets the requirements of the specification, including the requirements of tree quality, to the Owner's Representative for approval. Provide submittal eight weeks before the installation of plants. E. Samples: Submit samples of each product and material where required by the specification to the Owner's Representative for approval. Label samples to indicate product, characteristics, and locations in the work. Samples will be reviewed for appearance only. Compliance with all other requirements is the exclusive responsibility of the Contractor. F. Soil Test: Prior to soil preparation, provide testing of soils by an independent soils testing laboratory accredited by California Environmental Laboratory Accreditation Program (ELAP). Representative soil samples shall be taken from at least two (2) separate areas of the project as directed by the Landscape Architect, and tested by the soils testing laboratory for a complete evaluation of soil texture, infiltration rate, chemical suitability, available nutrients, and percent of organic matter. A soils test and planting supplements may be replaced by recommendations by the Owner's Landscape Superintendent if approved by the Landscape Architect. A written soil analysis report shall be prepared by the testing laboratory and shall include soil texture; infiltration rate; pH; total soluble salts; sodium; percent of organic matter; and recommendations. Recommendations shall include: 1. soil loosening; 2. type and quantities of soil amendments for mass planting areas large enough for a mixer, slopes less than or equal to 4:1, and slopes greater than or equal to 4:1; 3. planting backfill mix; 4. planting pit requirements; 5. maintenance fertilization program G. Plant sources: Submit sources of all plants as required by Article - “Selection of Plants” to the Owner's Representative for approval. H. Close out submittals: Submit to the Owner's Representative for approval. 1. Plant maintenance data and requirements. 1.11 OBSERVATION OF THE WORK H. The Owner's Representative may observe the work at any time. They may remove samples of materials for conformity to specifications. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor. I. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relieve the Contractor from meeting all the requirements of this specification. 1. SITE CONDITIONS PRIOR TO THE START OF PLANTING: review the soil and drainage conditions. 2. COMPLETION OF THE PLANT LAYOUT STAKING: Review of the plant layout. 3. PLANT QUALITY: Review of plant quality at the time of delivery and prior to installation. Review tree quality prior to unloading where possible, but in all cases prior to planting. 4. COMPLETION OF THE PLANTING: Review the completed planting. 1.12 PRE-CONSTRUCTION CONFERENCE A. Schedule a pre-construction meeting with the Owner's Representative at least seven (7) days before beginning work to review any questions the Contractor may have regarding the work, administrative procedures during construction and project work schedule. 1.13 QUALITY ASSURANCE A. Substantial Completion Acceptance - Acceptance of the work prior to the start of the warranty period: 1. Once the Contractor completes the installation of all items in this section, the Owner's Representative will observe all work for Substantial Completion Acceptance upon written request of the Contractor. The request shall be received at least ten calendar days before the anticipated date of the observation. 2. Substantial Completion Acceptance by the Owner's Representative shall be for general conformance to specified size, character and quality and not relieve the Contractor of responsibility for full conformance to the contract documents, including correct species. 3. Any plants that are deemed defective as defined under the provisions below shall not be accepted. B. The Owner's Representative will provide the Contractor with written acknowledgment of the date of Substantial Completion Acceptance and the beginning of the warranty period and plant maintenance period (if plant maintenance is included). C. Contractor's Quality Assurance Responsibilities: The Contractor is solely responsible for quality control of the work. D. Installer Qualifications: The installer shall be a firm having at least 5 years of successful experience of a scope similar to that required for the work, including the handling and planting of large specimen trees in urban areas. The same firm shall install planting soil (where applicable) and plant material. 1. The bidders list for work under this section shall be approved by the Owner's Representative. 2. Installer Field Supervision: When any planting work is in progress, installer shall maintain, on site, a full-time supervisor who can communicate in English with the Owner's Representative. 3. Installer's field supervisor shall have a minimum of five years experience as a field supervisor installing plants and trees of the quality and scale of the proposed project, and can communicate in English with the Owner's Representative. 4. The installer's crew shall have a minimum of 3 years experienced in the installation of Planting Soil, Plantings, and Irrigation (where applicable) and interpretation of soil plans, planting plans and irrigation plans. Submit references of past projects, employee training certifications that support that the Contractors meets all of the above installer qualifications and applicable licensures. 1.14 PLANT WARRANTY: 1. The Contractor agrees to replace defective work and defective plants. The Owner's Representative shall make the final determination if plants meet these specifications or that plants are defective. Plants warranty shall begin on the date of Substantial Completion Acceptance and continue for the following periods, classed by plant type: a. Trees - 1 Year. b. Shrubs - 1 Year 3" 12" MA X . 16 " Em b e d d e d Decorative cobble; match existing cobble at entry plaza Existing turf per plans, protect in place 1/4" thick, 5" deep, black powder-coated steel edging, layout per plans 7 Gauge black powder- coated steel stake from edging MFR Existing planting soil NOTES: 1. Contractor to submit to architect a sample of cobble for review and approval prior to ordering 2. All steel edging and stake material shall be powder-coated at edging manufacturer's facilities 3. Use manufacturer's pre-fabricated corners where applicable ALIGN 2. Metal Header at Decorative Cobble Scale: 1 1/2" = 1'-0" 3. Not Used Scale: N/A 2677 N Main St - 101110159-60 & 20175958-5902/07/23 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 11 / 0 9 / 2 1 PE R M I T S U B M I T T A L FG B JC B 11.09.2021 10.31.2023 L2.3 PLANTING SPECIFICATIONS I agree to comply with the requirements of the prescriptive compliance option to the MWELO (Model Water Efficient Landscape Ordinance). LICENSED LANDSCAPE ARCHITECT CA 6055 DATE 11/09/2021 2. When the work is accepted in parts, the warranty periods shall extend from each of the partial Substantial Completion Acceptances to the terminal date of the last warranty period. Thus, all warranty periods for each class of plant warranty, shall terminate at one time. 3. All plants shall be warrantied to meet all the requirements for plant quality at installation in this specification. Defective plants shall be defined as plants not meeting these requirements. The Owner's representative shall make the final determination that plants are defective. 4. Plants determined to be defective shall be removed immediately upon notification by the Owner's Representative and replaced without cost to the Owner, as soon as weather conditions permit and within the specified planting period. 5. Any work required by this specification or the Owner's Representative during the progress of the work, to correct plant defects including the removal of roots or branches, or planting plants that have been bare rooted during installation to observe for or correct root defects shall not be considered as grounds to void any conditions of the warranty. In the event that the Contractor decides that such remediation work may compromise the future health of the plant, the plant or plants in question shall be rejected and replaced with plants that do not contain defects that require remediation or correction. 6. The Contractor is exempt from replacing plants, after Substantial Completion Acceptance and during the warranty period, that are removed by others, lost or damaged due to occupancy of project, lost or damaged by a third party, vandalism, or any natural disaster. 7. Replacements shall closely match adjacent specimens of the same species. Replacements shall be subject to all requirements stated in this specification. Make all necessary repairs due to plant replacements. Such repairs shall be done at no extra cost to the Owner. 8. The warranty of all replacement plants shall extend for an additional one-year period from the date of their acceptance after replacement. In the event that a replacement plant is not acceptable during or at the end of the said extended warranty period, the Owner's Representative may elect one more replacement items or credit for each item. These tertiary replacement items are not protected under a warranty period. 9. During and by the end of the warranty period, remove all tree wrap, ties, and guying unless agreed to by the Owner's Representative to remain in place. All trees that do not have sufficient caliper to remain upright, or those requiring additional anchorage in windy locations, shall be staked or remain staked, if required by the Owner's Representative. B. End of Warranty Final Acceptance - Acceptance of plants at the end of the warranty period. 1. At the end of the warranty period, the Owner's Representative shall observe all warranted work, upon written request of the Contractor. The request shall be received at least ten calendar days before the anticipated date for final observation. 2. End of Warranty Final Acceptance will be given only when all the requirements of the work under this specification and in specification sections Planting Soil and Irrigation have been met. 1.15 SELECTION AND OBSERVATION OF PLANTS A. The Owner's Representative may review all plants subject to approval of size, health, quality, character, etc. Review or approval of any plant during the process of selection, delivery, installation and establishment period shall not prevent that plant from later rejection in the event that the plant quality changes or previously existing defects become apparent that were not observed. B. Plant Selection: The Owner's Representative reserves the right to select and observe all plants at the nursery prior to delivery and to reject plants that do not meet specifications as set forth in this specification. If a particular defect or substandard element can be corrected at the nursery, as determined by the Owner's Representative, the agreed upon remedy may be applied by the nursery or the Contractor provided that the correction allows the plant to meet the requirements set forth in this specification. Any work to correct plant defects shall be at the contractor's expense. 1. The Owner's Representative may make invasive observation of the plant's root system in the area of the root collar and the top of the root ball in general in order to determine that the plant meets the quality requirements for depth of the root collar and presence of roots above the root collar. Such observations will not harm the plant. 2. Corrections are to be undertaken at the nursery prior to shipping. C. The Contractor shall bear all cost related to plant corrections. D. All plants that are rejected shall be immediately removed from the site and acceptable replacement plants provided at no cost to the Owner. E. Submit to the Owner's Representative, for approval, plant sources including the names and locations of nurseries proposed as sources of acceptable plants, and a list of the plants they will provide. The plant list shall include the botanical and common name and the size at the time of selection. Observe all nursery materials to determine that the materials meet the requirements of this section. F. Trees shall be purchased from the growing nursery. Re-wholesale plant suppliers shall not be used as sources unless the Contractor can certify that the required trees are not directly available from a growing nursery. When Re-wholesale suppliers are utilized, the Contractor shall submit the name and location of the growing nursery from where the trees were obtained by the re-wholesale seller. The re-wholesale nursery shall be responsible for any required plant quality certifications. G. The Contractor shall require the grower or re-wholesale supplier to permit the Owner's Representative to observe the root system of all plants at the nursery or job site prior to planting including random removal of soil or substrate around the base of the plant. Observation may be as frequent and as extensive as needed to verify that the plants meet the requirements of the specifications and conform to requirements. H. Each tree shall have a numbered seal applied by the Contractor. The seal shall be placed on a lateral branch on the north side of the tree. The seal shall be a tamper proof plastic seal bearing the Contractors name and a unique seven-digit number embossed on the seal. 1. Do not place seals on branches that are so large that there is not sufficient room for the branch growth over the period of the warranty. I. The Owner's Representative may choose to attach their seal to each plant, or a representative sample. Viewing and/or sealing of plants by the Owner's Representative at the nursery does not preclude the Owner's Representative's right to reject material while on site. The Contractor is responsible for paying any up charge for the Owner's Representative to attach their seal to specific plants. J. Where requested by the Owner's Representative, submit photographs of plants or representative samples of plants. Photographs shall be legible and clearly depict the plant specimen. Each submitted image shall contain a height reference, such as a measuring stick. The approval of plants by the Owner's Representative via photograph does not preclude the Owner's Representative's right to reject material while on site. 1.16 PLANT SUBSTITUTIONS FOR PLANTS NOT AVAILABLE A. Submit all requests for substitutions of plant species, or size to the Owner's Representative, for approval, prior to purchasing the proposed substitution. Request for substitution shall be accompanied with a list of nurseries contacted in the search for the required plant and a record of other attempts to locate the required material. Requests shall also include sources of plants found that may be of a smaller or larger size, or a different shape or habit than specified, or plants of the same genus and species but different cultivar origin, or which may otherwise not meet the requirements of the specifications, but which may be available for substitution. 1.17 SITE CONDITIONS A. It is the responsibility of the Contractor to be aware of all surface and sub-surface conditions, and to notify the Owner's Representative, in writing, of any circumstances that would negatively impact the health of plantings. Do not proceed with work until unsatisfactory conditions have been corrected. 1. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering cost of corrections. If the Contractor fails to notify the Owner's Representative of such conditions, he/she shall remain responsible for plant material under the warranty clause of the specifications. B. It is the responsibility of the Contractor to be familiar with the local growing conditions, and if any specified plants will be in conflict with these conditions. Report any potential conflicts, in writing, to the Owner's Representative. C. This specification requires that all Planting Soil and Irrigation (if applicable) work be completed and accepted prior to the installation of any plants. 1. Planting operations shall not begin until such time that the irrigation system is completely operational for the area(s) to be planted, and the irrigation system for that area has been preliminarily observed and approved by the Owner's Representative. D. Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practices. 1. Do not install plants into saturated or frozen soils. Do not install plants during inclement weather, such as rain or snow or during extremely hot, cold or windy conditions. 1.18 PLANTING AROUND UTILITIES A. Contractor shall carefully examine the civil, record, and survey drawings to become familiar with the existing underground conditions before digging. B. Determine location of underground utilities and perform work in a manner that will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until parties concerned mutually agree upon removal. C. Notification of the Local Utiity Locator Service such as DigAlert, 811, is required for all excavation around utilities. The Contractor is responsible for knowing the location and avoiding utilities that are not covered by the Local Utility Locator Service. PART 2 PRODUCTS 2.1 PLANTS: GENERAL A. Standards and measurement: Provide plants of quantity, size, genus, species, and variety or cultivars as shown and scheduled in contract documents. 1. All plants including the root ball dimensions or container size to trunk caliper ratio shall conform to ANSI Z60.1 “American Standard for Nursery Stock” latest edition, unless modified by provisions in this specification. When there is a conflict between this specification and ANSI Z60.1, this specification section shall be considered correct. 2. Plants larger than specified may be used if acceptable to the Owner's Representative. Use of such plants shall not increase the contract price. If larger plants are accepted the root ball size shall be in accordance with ANSI Z-60.1. Larger plants may not be acceptable if the resulting root ball cannot be fit into the required planting space. 3. If a range of size is given, no plant shall be less than the minimum size and not less than 50 percent of the plants shall be as large as the maximum size specified. The measurements specified are the minimum and maximum size acceptable and are the measurements after pruning, where pruning is required. B. Proper Identification: All trees shall be true to name as ordered or shown on planting plans and shall be labeled individually or in groups by genus, species, variety and cultivar. C. Compliance: All trees shall comply with federal and state laws and regulations requiring observation for plant disease, pests, and weeds. Observation certificates required by law shall accompany each shipment of plants. D. Plant Quality: 1. General: Provide healthy stock, grown in a nursery and reasonably free of die-back, disease, insects, eggs, bores, and larvae. At the time of planting all plants shall have a root system, stem, and branch form that will not restrict normal growth, stability and health for the expected life of the plant 2. Plant quality above the soil line: Plants shall be healthy with the color, shape, size and distribution of trunk, stems, branches, buds and leaves normal to the plant type specified. 1.)Crown: The form and density of the crown shall be typical for a young specimen of the species or cultivar pruned to a central and dominant leader. a.)Crown specifications do not apply to plants that have been specifically trained in the nursery as topiary, espalier, multi-stem, clump, or unique selections such as contorted or weeping cultivars. 2.) Leaves: The size, color, and appearance of leaves shall be typical for the time of year and stage of growth of the species or cultivar. Trees shall not show signs of prolonged moisture stress or over watering as indicated by wilted, shriveled, or dead leaves. 3.) Branches: Shoot growth (length and diameter) throughout the crown should be appropriate for the age and size of the species or cultivar. Trees shall not have dead, diseased, broken, distorted, or otherwise injured branches. a.)Main branches shall be distributed along the central leader not clustered together. They shall form a balanced crown appropriate for the cultivar/species. b.) Branch diameter shall be no larger than two-thirds (one-half is preferred) the diameter of the central leader measured 1 inch above the branch union. c.) The attachment of the largest branches (scaffold branches) shall be free of included bark. 4.) Trunk: The tree trunk shall be relatively straight, vertical, and free of wounds that penetrate to the wood (properly made pruning cuts, closed or not, are acceptable and are not considered wounds), sunburned areas, conks (fungal fruiting bodies), wood cracks, sap leakage, signs of boring insects, galls, cankers, girdling ties, or lesions (mechanical injury). 5.) Temporary branches, unless otherwise specified, can be present along the lower trunk below the lowest main (scaffold) branch, particularly for trees less than 1 inch in caliper. These branches should be no greater than 3/8-inch diameter. Clear trunk should be no more than 40% of the total height of the tree. e. Trees shall have one central leader. If the leader was headed, a new leader (with a live terminal bud) at least one-half the diameter of the pruning cut shall be present. 1.) All trees are assumed to have one central leader trees unless a different form is specified in the plant list or drawings. f. All graft unions, where applicable, shall be completely closed without visible sign of graft rejection. All grafts shall be visible above the soil line. g. Trunk caliper and taper shall be sufficient so that the lower five feet of the trunk remains vertical without a stake. Auxiliary stake may be used to maintain a straight leader in the upper half of the tree. 3. Plant quality at or below the soil line: a. Plant roots shall be normal to the plant type specified. Root observations shall take place without impacting tree health. Root quality at or below the soil line shall comply with the project Root Acceptance details and the following: 1.) The roots shall be reasonably free of scrapes, broken or split wood. 2.) The root system shall be reasonably free of injury from biotic (e.g., insects and pathogens) and abiotic (e.g., herbicide toxicity and salt injury) agents. Wounds resulting from root pruning used to produce a high quality root system are not considered injuries. 3.) A minimum of three structural roots reasonably distributed around the trunk (not clustered on one side) shall be found in each plant. Root distribution shall be uniform throughout the root ball, and growth shall be appropriate for the species. a.) Plants with structural roots on only one side of the trunk (J roots) shall be rejected. 4.) The root collar shall be within the upper 2 inches of the substrate/soil. Two structural roots shall reach the side of the root ball near the top surface of the root ball. The grower may request a modification to this requirement for species with roots that rapidly descend, provided that the grower removes all stem girdling roots above the structural roots across the top of the root ball. 5.) The root system shall be reasonably free of stem girdling roots over the root collar or kinked roots from nursery production practices. 6.)At time of observations and delivery, the root ball shall be moist throughout. Roots shall not show signs of excess soil moisture conditions as indicated by stunted, discolored, distorted, or dead roots. E. Submittals: Submit for approval the required plant quality certifications from the grower where plants are to be purchased, for each plant type. The certification must state that each plant meets all the above plant quality requirements. 1. The grower's certification of plant quality does not prohibit the Owner's Representative from observing any plant or rejecting the plant if it is found to not meet the specification requirements. 2.2 ROOT BALL PACKAGE OPTIONS: The following root ball packages are permitted. Specific root ball packages shall be required where indicated on the plant list or in this specification. Any type of root ball packages that is not specifically defined in this specification shall not be permitted. C. CONTAINER (INCLUDING BOXES) PLANTS 1. Container plants may be permitted only when indicated on the drawing, in this specification, or approved by the Owner's Representative. 2. Provide plants shall be established and well rooted in removable containers. 3. Container class size shall conform to ANSI Z60.1 for container plants for each size and type of plant. 2.5 PLANTING SOIL A. Planting Soil as used in this specification means the soil at the planting site, or imported as modified and defined in specification Section Planting Soil. If there is no Planting Soil specification, the term Planting Soil shall mean the soil at the planting site within the planting hole. B. If import soil is utilized, it shall be the same or slightly coarser texture than existing site soil, should have a pH range comparable to site soils, and generally should have acceptable chemical properties for appropriate plant growth. Provide soil analysis report prior to ordering and delivery to evaluate import soil for these criteria. 2.6 SOIL AMENDMENTS The following soil amendment rates and quantities are to be used for bid purposes only. Specific planting specifications will be made after rough grading operations are complete and soil analysis report is provided by the Contractor . Import Fill: Provide soil as required to complete landscape work. Soil to be furnished shall be fertile and friable, possessing characteristics of representative productive soils in the vicinity. It shall not contain toxic substances which may be harmful to plant growth. It shall be uniformly textured and free of all objectionable foreign materials, oil, or chemicals which may be injurious to plant growth. Natural soil shall possess pH factor between 6.5 and 7. Contractor shall submit soil test to Owner's Representative for approval prior to delivery of any imported soil. Obtain soil from naturally well-drained sites where soil occurs in a depth of not less than 4-inches; do not obtain from bogs or marshes. Soil from the project stockpile, which meets the requirements, is acceptable. C. Organic Amendment: 1. Compost from yard trimmings. Amendment shall be mature, cured, stable compost that is weed free from organic matter sources. It shall be derived from agricultural, food or industrial residual, yard trimmings, or source-separated mixed solid waste. The product shall contain no substances toxic to plants and shall be reasonably free (<1% by dry weight) of man-made foreign matter. The compost will possess no objectionable odors and shall not resemble the raw material from which it is derived. It shall have the following characteristics as determined by a soils testing laboratory accredited by California Environmental Laboratory Accreditation Program (ELAP): C:N Ratio <25:1 PH 6.0-7.5 ECE <2.5 Ammonia: Nitrate ratio <3:1 Total Ammonia <500PPM Organic Content 50 - 60% Particle size: 100% passing 1/2 inch; at least 80% passing 1/4 inch; no more than 20% passing #32 mesh 2. Submit analysis of proposed amendment to verify nutrient level, salinity, pH and organic content for comparison with soil analysis report recommendations. D. Fertilizers: 1. Shrubs and trees: Controlled release fertilizer (20-10-5) 10 gram packets as manufactured by Best. Apply according to manufacturer’s application rates by spreading contents over the surface of the plant basin unless specified otherwise by the soil analysis report. 2. Post Plant Fertilizer: A complete fertilizer, 15-15-15, at 6-pounds per 1,000 square feet. Apply per soils report. 3. Pre-Emergent Herbicides: Unless otherwise specified on the Drawings, a broad spectrum pre-emergent herbicide shall be used. The herbicide must be registered for use in the State of California. Care shall be taken in selecting the appropriate pre-emergent herbicide because the effectiveness of these products is determined by site-specific conditions. D. Plant Tablets: Tightly compressed chip type, long-lasting, slow-release, commercial-grade planting fertilizer in tablet form. Tablets shall break down with soil bacteria, converting nutrients into a form that can be absorbed by plant roots. Slow release fertilizer tablets, soil conditioner, 24-month formulation with trace elements, composted organic higher plant form life and mineral matter. Shall not contain any poultry, animal or human waste. 1. Nutrient Composition: Nitrogen (total)20% minimum Ammonical Nitrogen 2% Water Soluable Organic Nitrogen 5.3% Water Insoluable Organic Nitrogen 12.7% Phosphoric Acid 10% minimum Soluable Potash 5% minimum Calcium 3.5% Sulphur 2.5% minimum Iron (Fe)2% minimum Manganese 0.05% minimum Zinc 0.05% minimum Humic Acids (derived from compost)2.5% minimum 2. Acceptable Manufacturers: a. “Gro-Power (20-10-5) Planting Tablets”, Gro-Power®, Inc. (800) 473-1307 2.7 MULCH A. General planting mulch shall be "Walk on" grade, coarse, ground, from tree and woody brush sources. The size range shall be a minimum (less than 25% or less of volume) fine particles 3/8 inch or less in size, and a maximum size of individual pieces (largest 20% or less of volume) shall be approximately 1 to 1-1/2 inch in diameter and maximum length approximately 4 to 8". Pieces larger than 8 inch long that are visible on the surface of the mulch after installation shall be removed. Match existing bark mulch color and size. 1. It is understood that mulch quality will vary significantly from supplier to supplier and region to region. The above requirements may be modified to conform to the source material from locally reliable suppliers as approved by the Owner's Representative. B. Submit supplier's product specification data sheet and a one gallon sample for approval. 2.8 TREE STAKING AND GUYING MATERIAL A. Tree guying to be flat woven polypropylene material, 3/4 inch wide, and 900 lb. break strength. Color to be Green. Product to be ArborTie manufactured by Deep Root Partners, L.P. or approved equal. B. Stakes shall be lodge pole stakes free of knots and of diameters and lengths appropriate to the size of plant as required to adequately support the plant. C. Submit manufacturer's product data for approval. PART 3 EXECUTION 3.1 SITE EXAMINATION A. Examine the surface grades and soil conditions to confirm that the requirements of the Specification Section - Planting Soil - and the soil and drainage modifications indicated on the Planting Soil Plan and Details (if applicable) have been completed. Notify the Owner's Representative in writing of any unsatisfactory conditions. 3.2 DELIVERY, STORAGE AND HANDLING A. Protect materials from deterioration during delivery and storage. Adequately protect plants from drying out, exposure of roots to sun, wind or extremes of heat and cold temperatures. If planting is delayed more than 24 hours after delivery, set plants in a location protected from sun and wind. Provide adequate water to the root ball package during the shipping and storage period. 1. All plant materials must be available for observation prior to planting. 2. Using a soil moisture meter, periodically check the soil moisture in the root balls of all plants to assure that the plants are being adequately watered. Volumetric soil moisture shall be maintained above wilting point and below field capacity for the root ball substrate or soil. B. Do not deliver more plants to the site than there is space with adequate storage conditions. Provide a suitable remote staging area for plants and other supplies. 1. The Owner's Representative or Contractor shall approve the duration, method and location of storage of plants. C. Provide protective covering over all plants during transporting. 3.4 ADVERSE WEATHER CONDITIONS A. No planting shall take place during extremely hot, dry, windy or freezing weather. 3.5 COORDINATION WITH PROJECT WORK A. The Contractor shall coordinate with all other work that may impact the completion of the work. B. Prior to the start of work, prepare a detailed schedule of the work for coordination with other trades. C. Coordinate the relocation of any irrigation lines, heads or the conduits of other utility lines that are in conflict with tree locations. Root balls shall not be altered to fit around lines. Notify the Owner's Representative of any conflicts encountered. 3.6 LAYOUT AND PLANTING SEQUENCE A. Relative positions of all plants and trees are subject to approval of the Owner's Representative. B. Notify the Owner's Representative, one (1) week prior to layout. Layout all individual tree and shrub locations. Place plants above surface at planting location or place a labeled stake at planting location. Layout bed lines with paint for the Owner's Representative's approval. Secure the Owner's Representative's acceptance before digging and start of planting work. C. When applicable, plant trees before other plants are installed. D. It is understood that plants are not precise objects and that minor adjustments in the layout will be required as the planting plan is constructed. These adjustments may not be apparent until some or all of the plants are installed. Make adjustments as required by the Owner's Representative including relocating previously installed plants. 3.7 SOIL PROTECTION DURING PLANT DELIVERY AND INSTALLATION A. Protect soil from compaction during the delivery of plants to the planting locations, digging of planting holes and installing plants. 1. Where possible deliver and plant trees that require the use of heavy mechanized equipment prior to final soil preparation and tilling. Where possible, restrict the driving lanes to one area instead of driving over and compacting a large area of soil. 2. Till to a depth of 6 inches, all soil that has been driven over during the installation of plants. 3.8 SOIL MOISTURE A. Volumetric soil moisture level, in both the planting soil and the root balls of all plants, prior to, during and after planting shall be above permanent wilting point and below field capacity for each type of soil texture within the following ranges. Soil type Permanent wilting point Field capacity Sand, Loamy sand, Sandy loam 5 - 8% 12-18% Loam, Sandy clay, Sandy clay loam 14 - 25% 27-36% Clay loam, Silt loam 11 - 22% 31 - 36% Silty clay, Silty clay loam 22 - 27% 38 - 41% 1. Volumetric soil moisture shall be measured with a digital moisture meter. The meter shall be the Digital Soil Moisture Meter, DSMM500 by General Specialty Tools and Instruments, or approved equivalent. B. The Contractor shall confirm the soil moisture levels with a moisture meter. If the moisture is too high, suspend planting operations until the soil moisture drains to below field capacity. 3.9 INSTALLATION OF PLANTS: GENERAL A. Observe each plant after delivery and prior to installation for damage of other characteristics that may cause rejection of the plant. Notify the Owner's Representative of any condition observed. B. No more plants shall be distributed about the planting bed area than can be planted and watered on the same day. C. The root system of each plant, regardless of root ball package type, shall be observed by the Contractor, at the time of planting to confirm that the roots meet the requirements for plant root quality in Part 2 Products: Plants General: Plant Quality. The Contractor shall undertake at the time of planting, all modifications to the root system required by the Owner's Representative to meet these quality standards. 1. Modifications, at the time of planting, to meet the specifications for the depth of the root collar and removal of stem girdling roots and circling roots may make the plant unstable or stress the plant to the point that the Owner's Representative may choose to reject the plant rather than permitting the modification. 2. Any modifications required by the Owner's Representative to make the root system conform to the plant quality standards outlined in Part 2 Products: Plants General: Quality, or other requirements related to the permitted root ball package, shall not be considered as grounds to modify or void the plant warranty. 3. The resulting root ball may need additional staking and water after planting. The Owner's Representative may reject the plant if the root modification process makes the tree unstable or if the tree is not healthy at the end of the warranty period. Such plants shall still be covered under the warranty 4. The Contractor remains responsible to confirm that the grower has made all required root modifications noted during any nursery observations. 5. Root conditions may be correctable by root pruning. The requirements for root pruning will be determined on a case-by-case basis by the Landscape Architect or the project Horticulturalist. 6. Methods for root pruning vary with species characteristics, density of root mass, size of roots, and container size. A. If the plant is lightly to moderately rooted with fine roots to the edge of the container (no woody roots), scarify the sides and bottom of the ball loosening the outer soil and roots by hand or with a hand cultivator. B. If woody roots are present on the outside of the root ball, prune to remove with pruning shears where they emerge from the root ball. C. For plants that are acceptable and have circling roots near the edge or at the edge of the root ball, or are heavily rooted, scarify and root prune. Make vertical cuts through the outer edge of the root ball with sharp trowel, sharp small toothed saw or sharp pruning shears. Space cuts evenly around the ball. The Owner's Representative will determine the number and depth of cuts required. The following provides guidance on root pruning cuts: Container Size Number of Cuts Depth of Cuts into Root Ball 1 gallon 1 per quadrant 1-1.5 inches 5 gallon 1 per quadrant 1.5 - 2 inches 15 gallon 1 per quadrant 2 - 3 inches 24” box 2 per side 2 - 3 inches 36” box 2-3 per side 3 - 4 inches 48” box 3 per side 3 - 5 inches 60” box 3 per side 4 - 6 inches 72” box 3-4 per side 4 - 6 inche 7. Container and Boxed Root Ball Shaving: The outer surfaces of ALL plants in containers and boxes, including the top, sides and bottom of the root ball shall be shaved to remove all circling, descending, and matted roots. Shaving shall be performed using saws, knives, sharp shovels or other suitable equipment that is capable of making clean cuts on the roots. Shaving shall remove a minimum of one inch of root mat or up to 2 inches as required to remove all root segments that are not growing reasonably radial to the trunk. 8. Exposed Stem Tissue after Modification: The required root ball modifications may result in stem tissue that has not formed trunk bark being exposed above the soil line. If such condition occurs, wrap the exposed portion of the stem in a protective wrapping with a white filter fabric. Secure the fabric with biodegradable masking tape. DO NOT USE string, twine, green nursery ties or any other material that may girdle the trunk if not removed. 9. Excavation of the Planting Space: Using hand tools or tracked mini-excavator, excavate the planting hole into the Planting Soil to the depth of the root ball measured after any root ball modification to correct root problems, and wide enough for working room around the root ball or to the size indicated on the drawing or as noted below. 10.For trees and shrubs planted in soil areas that are NOT tilled or otherwise modified to a depth of at least 12 inches over a distance of more than 10 feet radius from each tree, or 5 feet radius from each shrub, the soil around the root ball shall be loosened as defined below or as indicated on the drawings. a. The area of loosening shall be a minimum of 3 times the diameter of the root ball at the surface sloping to 2 times the diameter of the root ball at the depth of the root ball. b. Loosening is defined as digging into the soil and turning the soil to reduce the compaction. The soil does not have to be removed from the hole, just dug, lifted and turned. Lifting and turning may be accomplished with a tracked mini excavator, or hand shovels. 11.If an auger is used to dig the initial planting hole, the soil around the auger hole shall be loosened as defined above for trees and shrubs planted in soil areas that are NOT tilled or otherwise modified. 12.The measuring point for root ball depth shall be the average height of the outer edge of the root ball after any required root ball modification. 13.If motorized equipment is used to deliver plants to the planting area over exposed planting beds, or used to loosen the soil or dig the planting holes, all soil that has been driven over shall be tilled to a depth of 6 inches. H. For trees to be planted in prepared Planting Soil that is deeper than the root ball depth, compact the soil under the root ball using a mechanical tamper to assure a firm bedding for the root ball. If there is more than 12 inches of planting soil under the root ball excavate and tamp the planting soil in lifts not to exceed 12 inches. I. Set top outer edge of the root ball at the average elevation of the proposed finish. Set the plant plumb and upright in the center of the planting hole. The tree graft, if applicable, shall be visible above the grade. Do not place soil on top of the root ball. J. The Owner's Representative may request that plants orientation be rotated when planted based on the form of the plant. K. Backfill the space around the root ball with the same planting soil or existing soil that was excavated for the planting space. Thoroughly incorporate the following amendments into backfill mix. Rates per cubic yard. · 1/3-CY organic amendments; · 2/3-CY well pulverized native site soil; and · other amendments and fertilizers in conformance with Section "Soil Amendments and Fertilizers”. L. Brace root ball by tamping Planting Soil around the lower portion of the root ball. Place additional Planting Soil around base and sides of ball in six-inch (6") lifts. Lightly tamp each lift using foot pressure or hand tools to settle backfill, support the tree and eliminate voids. DO NOT over compact the backfill or use mechanical or pneumatic tamping equipment. Over compaction shall be defined as greater than 85% of maximum dry density, standard proctor or greater than 250 psi as measured by a cone penetrometer when the volumetric soil moisture is lower than field capacity. 1. When the planting hole has been backfilled to three quarters of its depth, water shall be poured around the root ball and allowed to soak into the soil to settle the soil. Do not flood the planting space. If the soil is above field capacity, allow the soil to drain to below field capacity before finishing the planting. Air pockets shall be eliminated and backfill continued until the planting soil is brought to grade level. M. Where indicated on the drawings, build a 4 inch high, level berm of Planting Soil around the outside of the root ball to retain water. Tamp the berm to reduce leaking and erosion of the saucer. N. Thoroughly water the Planting Soil and root ball immediately after planting. O. Remove all nursery plant identification tags and ribbons as per Owner's Representative instructions. The Owner's Representative's seals are to remain on plants until the end of the warranty period. P. Remove corrugated cardboard trunk protection after planting. Q. Follow additional requirements for the permitted root ball packages. 3.10 Permitted Root ball packages and Special planting requirements A. The following are permitted root ball packages and special planting requirements that shall be followed during the planting process in addition to the above General planting requirements. B. CONTAINER (INCLUDES BOXED AND ABOVE-GROUND FABRIC CONTAINERS) PLANTS 1. This specification assumes that most container plants have significant stem girdling and circling roots, and that the root collar is too low in the root ball. 2. Remove the container. 3. Perform root ball shaving as defined in Installation of Plants: General above. 4. Remove all roots and substrate above the root collar and the main structural roots according to root correction details so root system conforms to root observations detail. 5. Remove all substrate at the bottom of the root ball that does not contain roots. 6. Using a hose, power washer or air excavation device, wash out the substrate from around the trunk and top of the remaining root ball and find and remove all stem girdling roots within the root ball above the top of the structural roots. 3.13 STAKING AND GUYING A. Do not stake or guy trees unless specifically required by the Contract Documents, or in the event that the Contractor feels that staking is the only alternative way to keep particular trees plumb. 1. The Owner's Representative shall have the authority to require that trees are staked or to reject staking as an alternative way to stabilize the tree. 2. Trees that required heavily modified root balls to meet the root quality standards may become unstable. The Owner's Representative may choose to reject these trees rather than utilize staking to temporarily support the tree. B. Trees that are guyed shall have their guys and stakes removed after one full growing season or at other times as required by the Owner's Representative. C. Tree guying shall utilize the tree staking and guying materials specified. Guying to be tied in such a manner as to create a minimum 12-inch loop to prevent girdling. Refer to manufacturer's recommendations and the planting detail for installation. 1. Plants shall stand plumb after staking or guying. 2. Stakes shall be driven to sufficient depth to hold the tree rigid. 3.15 STRAIGHTENING PLANTS A. Maintain all plants in a plumb position throughout the warranty period. Straighten all trees that move out of plumb including those not staked. Plants to be straightened shall be excavated and the root ball moved to a plumb position, and then re-backfilled. B. Do not straighten plants by pulling the trunk with guys. 3.16 INSTALLATION OF FERTILIZER AND OTHER CHEMICAL ADDITIVES A. Do not apply any soluble fertilizer to plantings during the first year after transplanting unless soil test determines that fertilizer or other chemical additives is required. Apply chemical additives only upon the approval of the Owner's Representative. B. Controlled release fertilizers shall be applied according to the manufacturer's instructions and standard horticultural practices. C. Apply pre-emergent herbicide to all planted areas in accordance with manufacturer's recommendations prior to placement of mulch 3.17 PRUNING OF TREES AND SHRUBS A. Prune plants as directed by the Owner's Representative. Pruning trees shall be limited to addressing structural defects as shown in details; follow recommendations in “Structural Pruning: A Guide For The Green Industry” published by Urban Tree Foundation, Visalia CA. B. All pruning shall be performed by a person experienced in structural tree pruning. C. Except for plants specified as multi-stemmed or as otherwise instructed by the Owner's Representative, preserve or create a central leader. D. Pruning of large trees shall be done using pole pruners or if needed, from a ladder or hydraulic lift to gain access to the top of the tree. Do not climb in newly planted trees. Small trees can be structurally pruned by laying them over before planting. Pruning may also be performed at the nursery prior to shipping. E. Remove and replace excessively pruned or malformed stock resulting from improper pruning that occurred in the nursery or after. F. Pruning shall be done with clean, sharp tools. G. No tree paint or sealants shall be used. 3.18 MULCHING OF PLANTS A. Apply 3 inches of mulch before settlement, covering the entire planting bed area. Install no mulch over the top of the root balls of all plants. Taper to 2 inches when abutting pavement. For trees planted in lawn areas the mulch shall extend to a 5 foot radius around the tree or to the extent indicated on the plans. B. Lift all leaves, low hanging stems and other green portions of small plants out of the mulch if covered. 3.19 PLANTING BED FINISHING A. After planting, smooth out all grades between plants before mulching. B. Separate the edges of planting beds and lawn areas with a smooth, formed edge cut into the turf with the bed mulch level slightly lower, 1 and 2 inches, than the adjacent turf sod or as directed by the Owner's Representative. Bed edge lines shall be a depicted on the drawings. 3.20 WATERING A. The Contractor shall be fully responsible to ensure that adequate water is provided to all plants from the point of installation until the date of Substantial Completion Acceptance. The Contractor shall adjust the automatic irrigation system, if available, and apply additional or adjust for less water using hoses as required. B. Hand water root balls of all plants to assure that the root balls have moisture above wilt point and below field capacity. Test the moisture content in each root ball and the soil outside the root ball to determine the water content. 3.21 CLEAN-UP A. During installation, keep the site free of trash, pavements reasonably clean and work area in an orderly condition at the end of each day. Remove trash and debris in containers from the site no less than once a week. 1. Immediately clean up any spilled or tracked soil, fuel, oil, trash or debris deposited by the Contractor from all surfaces within the project or on public right of ways and neighboring property. B. Once installation is complete, wash all soil from pavements and other structures. Ensure that mulch is confined to planting beds and that all tags and flagging tape are removed from the site. The Owner's Representative's seals are to remain on the trees and removed at the end of the warranty period. C. Make all repairs to grades, ruts, and damage by the plant installer to the work or other work at the site. D. Remove and dispose of all excess planting soil, subsoil, mulch, plants, packaging, and other material brought to the site by the Contractor. 3.22 PROTECTION DURING CONSTRUCTION A. The Contractor shall protect planting and related work and other site work from damage due to planting operations, operations by other Contractors or trespassers. Maintain protection during installation until Substantial Completion Acceptance. Treat, repair or replace damaged work immediately. B. Damage done by the Contractor, or any of their sub-contractors to existing or installed plants, or any other parts of the work or existing features to remain, including roots, trunk or branches of large existing trees, soil, paving, utilities, lighting, irrigation, other finished work and surfaces including those on adjacent property, shall be cleaned, repaired or replaced by the Contractor at no expense to the Owner. The Owner's Representative shall determine when such cleaning, replacement or repair is satisfactory. 3.23 PLANT MAINTENANCE PRIOR TO SUBSTANTIAL COMPLETION ACCEPTANCE A. During the project work period and prior to Substantial Completion Acceptance, the Contractor shall maintain all plants. B. Maintenance during the period prior to Substantial Completion Acceptance shall consist of pruning, watering, cultivating, weeding, mulching, removal of dead material, repairing and replacing of tree stakes, tightening and repairing of guys, repairing and replacing of damaged tree wrap material, resetting plants to proper grades and upright position, and furnishing and applying such sprays as are necessary to keep plantings reasonably free of damaging insects and disease, and in healthy condition. The threshold for applying insecticides and herbicide shall follow established Integrated Pest Management (IPM) procedures. Mulch areas shall be kept reasonably free of weeds, grass. 3.24 SUBSTANTIAL COMPLETION ACCEPTANCE A. Upon written notice from the Contractor, the Owners Representative shall review the work and make a determination if the work is substantially complete. 1. Notification shall be at least 7 days prior to the date the contractor is requesting the review. B. The date of substantial completion of the planting shall be the date when the Owner's Representative accepts that all work in Planting, Planting Soil, and Irrigation installation sections is complete. C. The Plant Warranty period begins at date of written notification of substantial completion from the Owner's Representative. The date of substantial completion may be different than the date of substantial completion for the other sections of the project. 3.26 MAINTENANCE DURING THE WARRANTY PERIOD by the plant installer A. During the warranty period, provide all maintenance for all plantings to keep the plants in a healthy state and the planting areas clean and neat. B. Maintenance Period Length: 3 Months C. General requirements: 1. All work shall be undertaken by trained planting crews under the supervision of a foreman with a minimum of 5 years experience supervising commercial plant maintenance crews. 2. All chemical and fertilizer applications shall be made by licensed applicators for the type of chemicals to be used. All work and chemical use shall comply with all applicable local, provincial and federal requirements. 3. Assure that hoses and watering equipment and other maintenance equipment does not block paths or be placed in a manner that may create tripping hazards. Use standard safety warning barriers and other procedures to maintain the site in a safe manner for visitors at all times. 4. All workers shall wear required safety equipment and apparel appropriate for the tasks being undertaken. 5. The Contractor shall not store maintenance equipment at the site at times when they are not in use unless authorized in writing by the Owner's Representative. 6. Maintenance vehicles shall not park on the site including walks and lawn areas at any time without the Owner's Representative's written permission. 7. Maintain a detailed log of all maintenance activities including types of tasks, date of task, types and quantities of materials and products used, watering times and amounts, and number of each crew. Periodically review the logs with the Owner's Representative, and submit a copy of the logs at the end of each year of the maintenance agreement. 8. Meet with the Owner's Representative a minimum of three times to review the progress and discuss any changes that are needed in the maintenance program. At the end of the warranty period attend a hand over meeting to formally transfer the responsibilities of maintenance to the Owner's Representative. Provide all information on past maintenance activities and provide a list of critical tasks that will be needed over the next 12 months. Provide all maintenance logs and soil test data. Make the Contractor's supervisor available for a minimum of one year after the end of the warranty period to answer questions about past maintenance. C. Provide the following maintenance tasks: 1. Watering; Provide all water required to keep soil within and around the root balls at optimum moisture content for plant growth. a. Maintain all watering systems and equipment and keep them operational. b. Monitor soil moisture to provide sufficient water. Check soil moisture and root ball moisture with a soil moisture meter on a regular basis and record moisture readings. Do not over water. 2. Plant pruning: Remove cross over branching, shorten or remove developing co dominant leaders, dead wood and winter-damaged branches. Unless directed by the Owner's Representative, do not shear plants or make heading cuts. 3. Restore plants: Reset any plants that have settled or are leaning as soon as the condition is noticed. 4. Guying and staking: Maintain plant guys in a taught position. Remove tree guys and staking after the first full growing season unless directed by Owner's Representative. 5. Weed control: Keep all beds free of weeds. Hand-remove all weeds and any plants that do not appear on the planting plan. Chemical weed control is permitted only with the approval of the Owner's Representative. Schedule weeding as needed but not less 1 times per month. 6. Plant pest control: Maintain disease, insects and other pests at manageable levels. Manageable levels shall be defined as damage to plants that may be noticeable to a professional but not to the average person. Use least invasive methods to control plant disease and insect outbreaks. a. The Owner's Representative must approve in advance the use of all chemical pesticide applications. 9. Plant replacement: Replace all plants that are defective as defined in the warranty provisions, as soon as the plant decline is obvious and in suitable weather and season for planting as outlined in above sections. Plants that become defective during the maintenance period shall be covered and replaced under the warranty provisions. 10.Mulch: Refresh mulch once to maintain complete coverage but do not over mulch. At no time shall the overall mulch thickness be greater that 3 inches. Do not apply mulch within 6 inches of the trunks or stems of any plants. Replacement mulch shall meet the requirements of the original approved material. Mulch shall be not be installed on top of the root ball surface. 11.Bed edging: Check and maintain edges between mulch and lawn areas in smooth neat lines as originally shown on the drawings. 12.Leaf, fruit and other plant debris removal: Remove fall leaf, spent flowers, fruit and plant part accumulations from beds and paved surfaces. Maintain all surface water drains free of debris. Debris removal shall be undertaken at each visit to weed or pick up trash in beds. 13.Damage from site use: Repair of damage by site visitors and events, beyond normal wear, are not part of this maintenance. The Owner's Representative may request that the Contractor repair damage beds or plantings for an additional cost. All additional work shall be approved in advance by the Owner's Representative. 3.27 END OF WARRANTY FINAL ACCEPTANCE / MAINTENANCE OBSERVATION A. At the end of the Warranty and Maintenance period the Owner's Representative shall observe the work and establish that all provisions of the contract are complete and the work is satisfactory. 1. If the work is satisfactory, the maintenance period will end on the date of the final observation. 2. If the work is deemed unsatisfactory, the maintenance period will continue at no additional expense to the Owner until the work has been completed, observed, and approved by the Owner's Representative. B. FAILURE TO PASS OBSERVATION: If the work fails to pass final observation, any subsequent observations must be rescheduled as per above. The cost to the Owner for additional observations will be charged to the Contractor at the prevailing hourly rate of the Owners Representative. END OF SECTION 32 9300 I agree to comply with the requirements of the prescriptive compliance option to the MWELO (Model Water Efficient Landscape Ordinance). LICENSED LANDSCAPE ARCHITECT CA 6055 DATE 11/09/2021 2677 N Main St - 101110159-60 & 20175958-5902/07/23 (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) C Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate" will be valid. Call (2) working days before you dig. 1-800-227-2600 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 1 / 0 9 / 2 1 PE R M I T S U B M I T T A L FG B JC B 11.09.2021 10.31.2023 PLAN REFERENCES 1 EXISTING DRIVE 2 EXISTING WALKWAY 3 EXISTING PARKING LOT 4 SOLAR CANOPY; REFER TO ENGINEERING DRAWINGS 5 EXISTING HEDGE 6 EXISTING METAL FENCE 7 EXISTING RETAINING WALL 8 EXISTING WATER FEATURE SAN T I AGO C R E E K NO R T H M A I N S T R E E T N IRRIGATION PLAN 00 20' 40'10' L3.1 IRRIGATION PLAN 2677 NORTH MAIN STREET PARKING STRUCTURE 1 1 1 2 2 2 2 2 3 3 3 3 3 4 5 8 7 7 6 6 6 5 5 5 5 PROTECT EXISTING IRRIGATION LINES AND SLEEVES IN PARKING, TYP CAP EXISTING LATERAL AT EDGE OF PARKING ISLAND, STUB UP, AND PLACE IN VALVE BOX M IRRIGATION LEGEND SYMBOL MFR. MODEL NO. / DESCRIPTION N/A (EXISTING) WATER METER; SHOWN FOR REFERENCE; PROTECT-IN-PLACE N/A (EXISTING) BACKFLOW DEVICE; SHOWN FOR REFERENCE; PROTECT-IN-PLACE RAINMASTER RME EAGLE EXISTING CONTROLLER SHOWN FOR REFERENCE; PROTECT-IN-PLACE; LOCATED IN UTILITY ROOM N/A (EXISTING) EXISTING GATE VALVE SHOWN FOR REFERENCE; PROTECT-IN-PLACE N/A (EXISTING) CONTROL VALVE; SHOWN FOR REFERENCE; PROTECT-IN-PLACE; N/A (EXISTING) QUICK COUPLING VALVE; SHOWN FOR REFERENCE; PROTECT-IN-PLACE N/A (EXISTING) EXISTING MAINLINE; SHOWN FOR REFERENCE; PROTECT-IN-PLACE N/A (EXISTING) EXISTING LATERAL; SHOWN FOR REFERENCE; PROTECT-IN-PLACE N/A (EXISTING) EXISTING LATERAL SERVING IRRIGATIONS HEADS THAT ARE FOR REMOVAL; CAP N/A (EXISTING) EXISTING SLEEVE ; SHOWN FOR REFERENCE; PROTECT-IN-PLACE N/A (EXISTING) EXISTING POPUP SPRINKLER HEAD; SHOWN FOR REFERENCE, PROTECT-IN-PLACE N/A (EXISTING) EXISTING SPRINKLER HEAD; REMOVE HEAD AND STUB PVC PER SPECIFICATIONS NOTES: 1. WATER METERS, BACKFLOW PREVENTERS, VALVES, LATERALS, AND OTHER EXISTING IRRIGATION SHOWN IS BASED ON OWNER-PROVIDED IRRIGATION AS-BUILT DRAWINGS ARE ONLY INTENDED TO INDICATE DIAGRAMMATICALLY THE GENERAL SYSTEM LAYOUT. SEE "NOTES FOR EXISTING IRRIGATION MODIFICATIONS" FOR FURTHER REQUIREMENTS. 2. IF ANY EXISTING IRRIGATION EQUIPMENT SHOWN TO BE PROTECTED GETS DAMAGED DURING CONSTRUCTION, COORDINATE WITH OWNER'S REPRESENTATIVE AS TO THE MANUFACTURER AND MODEL NUMBER TO BE USED FOR REPLACEMENT. 3. INSTALL ALL EQUIPMENT PER SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS 4. CAP ALL UNUSED PVC LATERALS, STUB UPS, SPRINKLER HEADS, AND EMITTERS M C M AT NORTHEAST CORNER OF BUILDING NOTE: EXISTING IRRIGATION MAIN LINE IS NEAR AREA OF CONSTRUCTION; PROTECT MAINLINE IN PLACE OR REPAIR AS REQUIRED PER SPECIFICATIONS, TYP I agree to comply with the requirements of the prescriptive compliance option to the MWELO (Model Water Efficient Landscape Ordinance). LICENSED LANDSCAPE ARCHITECT CA 6055 DATE 11/09/2021 2677 N Main St - 101110159-60 & 20175958-5902/07/23 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 11 / 0 9 / 2 1 PE R M I T S U B M I T T A L FG B JC B 11.09.2021 10.31.2023 L3.2 IRRIGATION DETAILS AND SPECIFICATIONS 1. Typical Pop Up Spray Head (Use Only if Existing is Damaged) Scale: 1 1/2" = 1'-0" 2. Typical Swing Joint (Use Only if Existing is Damaged) 3. Typical Irrigation Trenching (Use Only if Existing is Damaged) Scale: 3" = 1'-0" Scale: N.T.S. Spray nozzle or bubbler. (See irrigation legend for make and model). Note: 1- 6" pop ups shall be used in turf areas. 2- Contractor shall settle soil around the pop up after installation. 3- All pop up spray heads shall have check valves. 4- All Sch. 40 PVC to Sch. 80 PVC connections shall be made using teflon tape. Top of pop up set at finish grade. Finish grade. Pop up spray head. (See irrigation legend for make and model). Swing joint. (See detail). Lateral irrigation line. (See irrigation plans for size and type). Sch. 40 PVC tee or elbow. Mulch per planting plans Note: 1- All threaded connections from Sch. 40 PVC to Sch. 80 PVC shall be made using teflon tape. 2- Hunter swing joints or approved equal shall be used per approval by the Owner's Representative. Irrigation nozzle. Finished grade. Sch. 80 PVC nipple. Sch. 40 PVC 90° elbow. Sch. 40 PVC street elbow. Sch. 40 PVC tee or elbow. Lateral line. Sch. 40 PVC tee or elbow. Sch. 40 PVC street elbow. Sch. 80 PVC nipple. Sch. 40 PVC street elbow. Sch. 40 PVC 90° elbow. Sch. 80 PVC nipple. SECTION PLAN Mulch per planting plans Pop-up spray sprinkler body Swing pipe, 12" length. SECTION 32 8400 IRRIGATION PART 1 GENERAL 1.1 SUMMARY Irrigation system required for this work includes but is not limited to the furnishing of all labor, tools, materials, appliances, tests, permits, taxes, etc., necessary for the installation of a landscape irrigation system as herein specified and shown on the drawings, and the removal of all debris from the site. Locate, purchase, deliver and install piping, conduit, sleeves, low voltage electrical and water connections, valves, spray and bubbler heads, and associated accessories for a fully operational automatic irrigation system. 1. Trenching and water settling of backfill material. 2. Testing and startup of the irrigation system. 3. Prepare an as built record set of drawings. 4. Training of the Owner's maintenance personnel in the operational requirements of the Irrigation system. 5. Clean up and disposal of all excess and surplus material. 6. Maintenance of the irrigation system during the proscribed maintenance period. B. The system shall efficiently and evenly irrigate all areas and be complete in every respect and shall be left ready for operation to the satisfaction of the Owner's Representative. C. Coordinate with other trades, as needed to complete work, including but not limited to electrical hookups. 1.2 CONTRACT DOCUMENTS A. Shall consist of specifications and its general conditions and the drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution of the work. The documents are to be considered as one. Whatever is called for by any part shall be as binding as if called for in all parts. 1.3 RELATED DOCUMENTS AND REFERENCES A. Related Documents: Drawings and general provisions of contract, including general and supplementary conditions and Division I specifications, apply to work of this section. 7. Related Specification Sections a. Section - Planting B. References: 1. American Society of Testing Materials (ASTM): cited section numbers. 2. National Sanitation Foundation (NSF): rating system. 3. Irrigation Association: Turf & Landscape Irrigation Best Management Practices 1.4 VERIFICATION A. Irrigation piping and related equipment are drawn diagrammatically. Scaled dimensions are approximate only. Before proceeding with work, carefully check and verify dimensions and immediately notify the Owner's Representative of discrepancies between the drawings or specifications and the actual conditions. Although sizes and locations of plants and or irrigation equipment are drawn to scale wherever possible, it is not within the scope of the drawings to show all necessary offsets, obstructions, or site conditions. The Contractor shall be responsible to install the work in such a manner that it will be in conformance to site conditions, complete, and in good working order. B. Piping and equipment is to be located within the designated planting areas wherever possible unless specifically defined or dimensioned otherwise. 1.5 PERMITS AND REGULATIONS A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a conflict exists between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work. B. Wherever references are made to standards or codes in accordance with which work is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless otherwise expressly set forth. C. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shall determine which shall govern. 1.6 PROTECTION OF WORK, PROPERTY AND PERSON A. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to the Contractor's actions. 1.7 CHANGES IN THE WORK A. The Owner's Representative may order changes in the work, and the contract sum being adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extra compensation must be made and approved in writing before executing the work involved. B. All changes in the work, notifications and Contractor's request for information (RFI) shall conform to the contract general condition requirements. 1.8 CORRECTION OF WORK A. The Contractor shall re-execute any work that fails to conform to the requirements of the contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative, at the soonest as possible time that can be coordinated with other work, and seasonal weather demands, but not more than 90 (ninety) days after notification. 1.9 DEFINITIONS A. Owner's Representative: The person appointed by the Owner to represent their interest in the review and approval of the work and to serve as the contracting authority with the Contractor. The Owner's Representative may appoint other persons to review and approve any aspects of the work. B. Substantial Completion Acceptance: The date at the end of the Planting, Planting Soil, and Irrigation installation where the Owner's Representative accepts that all work in these sections is complete and the Warranty period has begun. This date may be different that the date of substantial completion for the other sections of the project. C. Final Acceptance: The date when the Owner's Representative accepts that the plants and work in this section meet all the requirements of specification. It is intended that the materials and workmanship warranty for Planting, Planting Soil, and Irrigation work run concurrently. 1.10 SUBMITTALS A. See the contract General Conditions for policy and procedures related to submittals. B. Product data 1. Submit a minimum of (3) complete lists of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals, warrantees and operating instructions, within 15 days after the notice to proceed. a. This submission may be done digitally and all documents shall be submitted in one PDF document. 2. The submittals shall be packaged and presented in an organized manner, in the quantity described in Division 1 of the specifications. Provide a table of contents of all submitted items. 3. Clearly identify on each submitted sheet by underlining or highlighting (on each copy) the specific product being submitted for approval. Failure to clearly identify the specific product being submitted will result in a rejection for the entire submittal. No substitutions of material or procedures shall be made concerning these documents without the written consent of an accepted equivalent by the Owner's Representative. 4. Equipment or materials installed or furnished without prior approval of the Owner's Representative, may be rejected by the Owner's Representative and the Contractor shall be required to remove such materials from the site at their own expense. 5. Approval of substitution of material and/or products, other than those specified shall not relieve the Contractor from complying with the requirements of the contract documents and specifications. The Contractor shall be responsible, at their own expense, for all changes that may result from the approved substitutions, which affect the installation or operations other items of their own work and/or the work of other Contractors. C. Samples: Samples of the equipment may be required at the request of the Owner's Representative if the equipment is other than that specified. D. Other Submittals: Submit for approval: 1. Documentation of the installer's qualifications. 2. As built record set of drawings. 3. Testing data from all required pressure testing. 1.11 OBSERVATION OF THE WORK A. The Owner's Representative may inspect the work at any time. They may remove samples of materials for conformity to specifications. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor. B. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relieve the Contractor from meeting all the requirements of this specification. 1. Trenching, directional boring, and sleeving review. 2. Hydrostatic pressure testing. 3. Adjustment and coverage test. 4. Pre-maintenance observation. 5. Final acceptance / system malfunction corrections. 1.12 PRE-CONSTRUCTION CONFERENCE A. Schedule a pre-construction meeting with the Owner's Representative at least seven (7) days before beginning work to review any questions the Contractor may have regarding the work, administrative procedures during construction and project work schedule. 1.13 QUALITY ASSURANCE A. It is the intention of this specification to accomplish the work of installing an automatic irrigation system, which will operate in an efficient and satisfactory manner. The irrigation system shall be installed and made operational according to the workmanlike standards established for landscape installation and sprinkler irrigation operation as set forth by the most recent Best Management Practices (BMP) of the Irrigation Association. B. The specification can only indicate the intent of the work to be performed rather than a detailed description of the performance of the work. It shall be the responsibility of the Contractor to install said materials and equipment in such a manner that they shall operate efficiently and evenly and support optimum plant growth and health. C. The Owner's Representative shall be the sole judge of the true intent of the drawings and specifications and of the quality of all materials furnished in performance of the contract. D. The Contractor shall keep one copy of all drawings and specifications on the work site, in good order. The Contractor shall make these documents available to the Owner's Representative when requested. E. In the event of any discrepancies between the drawings and the specification, the final decision as to which shall be followed, shall be made by the Owner's Representative. F. In the event the installation is contradictory to the direction of the Owner's Representative, the installation shall be rectified by the Contractor at no additional cost to the Owner. The Contractor shall immediately bring any such discrepancies to the attention of the Owner's Representative. G. It shall be distinctly understood that no oral statement of any person shall be allowed in any manner to modify any of the contract provisions. Changes shall be made only on written authorization of the Owner's Representative. H. Installer Qualifications: The installer shall be a firm having at least 5 years of successful experience of a scope similar to that required for the work. a. Installer Field Supervision: The installer shall maintain on site an experienced full-time supervisor who can communicate in English with the Owner's Representative. b. Submit the installer's qualifications for approval. 1.14 IRRIGATION SYSTEM WARRANTY: A. The Contractor shall Warrantee all workmanship and materials for a period of 1 year following the acceptance of the work. Any parts of the irrigation work that fails or is defective shall be replaced or reconstructed at no expense to the Owner including but not limited to: restoring grades that have settled in trenches and excavations related to the work. Reconstruction shall include any plantings, soil, mulch or other parts of the constructed landscape that may be damaged during the repair or that results from soil settlement. B. The date of acceptance of the work and start of the Guarantee period shall be determined by the Owner's Representative, upon the finding that the entire irrigation system is installed as designed and specified, and found to be operating correctly, supplying water evenly to all planting and/or lawn areas. C. Neither the final acceptance nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship. The Contractor shall remedy any defects within a period of 7 days (s) from the date of notification of a defect. 1.15 SITE CONDITIONS A. It is the responsibility of the Contractor to be aware of all surface and sub-surface conditions, and to notify the Owner's Representative, in writing, of any circumstances that would negatively impact the installation of the work. Do not proceed with work until unsatisfactory conditions have been corrected. 1.16 DELIVERY, STORAGE, AND HANDLING A. All materials and equipment shall be stored properly and protected as required by the Contractor. The Contractor shall be entirely responsible for damages or loss by weather or other cause to work under the contract. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of the work. B. Deliver the products to the job site in their original unopened container with labels intact and legible at time of use. C. Store in accordance with the manufacturers' recommendations. 1.17 PROTECTION A. The Contractor shall continuously maintain adequate protection of all their work from damage, destruction, or loss, and shall protect the owner's property from damage arising in connection with this contract. Contractor shall make good any such damage, destruction, loss or injury. Contractor shall adequately protect adjacent property as provided by law and the contract documents. B. The Contractor shall maintain sufficient safeguards, such as railings, temporary walks, lights, etc., against the occurrence of accidents, injuries or damage to any person or property resulting from their work, and shall alone be responsible for the same if such occurs. C. All existing paving, structures, equipment or plant material shall be protected at all times, including the irrigation system related to plants, from damage by workers and equipment. The Contractor shall follow all protection requirements including plant protection provision of the general contract documents. All damages shall be repaired or replaced at the Contractor's expense. Repairs and or replacement shall be to the satisfaction of the Owner's Representative, including the selection of a Contractor to undertake the repair or maintenance. Repairs shall be at no cost to the owner. 1. For trees damaged to the point where they will not be expected to survive or which are severely disfigured and that are too large to replace, the cost of damages shall be as determined by the Owner's arborist using accepted tree value evaluation methods. D. The Contractor shall refrain from trenching within the drip line of any existing tree to remain. The Owner's Representative may require the Contractor to relocate proposed irrigation work, bore lines beneath roots or use air spade technology to dig trenches through and under the root system to avoid damage to existing tree root areas. Finish grade Lateral Mainline 24 V. wire Bury Finish grade item backfill Final Cover Bedding screened with no Excavated material shall be finely rocks larger than 1".rocks. topsoil with no material shall be Bedding and cover sleeve Pipe sleeve Wire Notes: 1. Bedding shall be placed and leveled prior to installation of bury item. 2. Backfill shall be placed in maximum 6" lifts. 3. Sleeve all pipe and wire separately. Sleeve 2.5 x dia. of pipe (min 2"). One pipe per sleeve. Sleeves to be primed and solvent welded. 4. All pipe to be installed per manufacturer's specifications. Provide a minimum of 2" clearance to side of trench and between pipes. 5. All 120 v. wiring shall be installed in accordance with local code requirements. 6. Tape and bundle irrigation control wires every 10'. provide loose 20" loop at all changes of direction over 30°. 7. All remote control valve wiring not installed with mainline pipe shall be installed in min. 2" schedule 40 grey electrical conduit. 8. Install one additional sleeve sized to match the largest required sleeve with ends taped for future use. 9. Sleeves to extend a minimum of 12" past hardscape planters, curbs, sidewalks, etc. sleeves to be staggered/offset so that sleeve use is not obstructed by other pipes. 10. Where mainline piping is installed without control wiring, a 14 ga. tracking wire shall be installed. 11. Sleeves under vehicular paving shall be placed at a minimum of 36" below finish grade. Impervious surface 4. Irrigation Specifications (Use As Needed For Existing System Repair or Adjustments) I agree to comply with the requirements of the prescriptive compliance option to the MWELO (Model Water Efficient Landscape Ordinance). LICENSED LANDSCAPE ARCHITECT CA 6055 DATE 11/09/2021 2677 N Main St - 101110159-60 & 20175958-5902/07/23 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 11 / 0 9 / 2 1 PE R M I T S U B M I T T A L FG B JC B 11.09.2021 10.31.2023 L3.3 IRRIGATION SPECIFICATIONS 4. Irrigation Specifications (Use As Needed For Existing System Repair or Adjustments) 1.18 EXCAVATING AROUND UTILITIES A. Contractor shall carefully examine the civil, record, and survey drawings to become familiar with the existing underground conditions before digging. 1. Do not begin any excavation until all underground utilities have been located and marked. Determine location of underground utilities and perform work in a manner that will avoid possible damage. Hand excavate, as required. Maintain stakes and or markings set by others until parties concerned mutually agree to their removal. B. Notification of Local Utility Local Service, Contact 811 Dig Alert, is required for all excavation around utilities. The Contractor is responsible for knowing the location and avoiding utilities that are not covered by the Local Utility Location Service. C. Section 4216/4217 of the government code requires a dig-alert identification number be issued before a “permit to excavate” will be valid. For your dig-alert identification number call underground service alert toll free 1-800-422-4133 two working days before beginning construction. 1.20 TEMPORARY UTILITIES A. All temporary piping, wiring, meters, panels and other related appurtenances required between source of supply and point of use shall be provided by the Contractor and coordinated with the Owner's Representative. Existing utilities may be used with the written permission of the owner. 1.21 CUTTING, PATCHING, TRENCHING AND DIGGING A. The Contractor shall do all cutting, fitting, trenching or patching of their work that may be required to make its several parts come together as shown upon, or implied by, the drawings and specifications for the completed project. B. Digging and trenching operations shall be suspended when the soil moisture is above field capacity. 1.22 USE OF PREMISES A. The Contractor shall confine their apparatus; the storage of materials, and the operations of their workers to limits indicated by the law, ordinances, or permits and shall not unreasonably encumber the premises with their materials. B. Contractor parking, and material and equipment storage shall in areas approved by the Owner's Representative. 1.23 AS BUILT RECORD SET OF DRAWINGS A. Immediately upon the installation of any buried pipe or equipment, the Contractor shall indicate on the progress record drawings the locations of said pipe or equipment. The progress record drawings shall be made available at any time for review by the Owner's Representative. B. Before final acceptance of work, the Contractor shall provide an as built record set of drawings showing the irrigation system work as built. The drawings shall be transmitted to the Owner's Representative in paper format and as a pdf file of each document on compact disk or flash drive. The drawings shall include all information shown on the original contract document and revised to reflect all changes in the work. The drawings shall include the following additional information 1. All valves shall be numbered by station and corresponding numbers shall be shown on the as built record set of drawings. 2. All main line pipe or irrigation equipment including sleeves, valves, controllers, irrigation wire runs which deviate from the mainline location, backflow preventers, remote control valves, grounding rods, shut-off valves, rain sensors, wire splice locations, and quick coupling valves shall be located by two (2) measured dimensions, to the nearest one-half foot. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs, walls, structures and driveways. All changes in direction and depth of main line pipe shall be noted exactly as installed. Dimensions for pipes shall be shown at no greater than a 50 ft. maximum interval. 3. As built record set of drawings shall be signed and dated by the Contractor attesting to and certifying the accuracy of the as built record set of drawings. As built record set of drawings shall have "As Built Record Set of Drawings”, company name, address, phone number and the name of the person who created the drawing and the contact name (if different). C. The Owner shall make the original contract drawing files available to the Contractor. 1.24 CONTROLLER CHARTS: A. Provide one controller chart for each automatic controller installed. 1. On the inside surface of the cover of each automatic controller, prepare and mount a color-coded chart showing the valves, main line, and systems serviced by that particular controller. All valves shall be numbered to match the operation schedule and the drawings. Only those areas controlled by that controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roads and walls. The plan, reduced as necessary and legible in all details, shall be made to a size that will fit into the controller cover. This print shall be approved by the Owner's Representative and shall be protected in laminated in a plastic cover and be secured to the inside back of the controller cabinet door. 2. The controller chart shall be completed and approved prior to acceptance of the work. 1.25 TESTING A. Provide all required system testing with written reports as described in part 3. 1.26 OPERATION AND MAINTENANCE MANUALS AND GUARANTEES A. Prepare and deliver to the Owner's Representative within ten calendar days prior to completion of construction, two 3-ring hard cover binders containing the following information: 1. Index sheet stating Contractor's address and telephone number, list of equipment with name and addresses of local manufacturers' representatives. 2. Catalog and parts sheets on all material and equipment. 3. Guarantee statement. The start of the guarantee period shall be the date the irrigation system is accepted by the Owner. 4. Complete operating and maintenance instruction for all major equipment. 5. Irrigation product manufacturers warrantees. B. In addition to the above-mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for maintaining major equipment and show evidence in writing to the Owner's Representative at the conclusion of the project that this has been rendered. PART 2 PRODUCTS 2.1 MATERIALS GENERAL A. All materials shall be of standard, approved and first grade quality and shall be new and in perfect condition when installed and accepted. B. The use of a manufacturer's name and model or catalog number is for the purpose of establishing the standard of quality and configuration desired only. Other manufacturer's equipment may be submitted for approval with written approval by the Owner's Representative. Substituted equipment shall not substantially alter the operations of the system. B. See the parts schedule on the drawings for specific components and manufacturers. C. Approval of any items or substitutions indicates only that the product(s) apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. The Contractor shall be responsible for the performance of substituted items. If the substitution proves to be unsatisfactory or not compatible with other parts of the system, the Contractor shall replace said items with the originally specified items, including all necessary work and modifications to replace the items, at no cost to the owner. 2.3 PIPING MATERIAL A. Individual types of pipe and fittings supplied are to be of compatible manufacturer unless otherwise approved. Pipe sizes shown are nominal inside diameter unless otherwise noted. B. Plastic pipe: 1. All pipe shall be free of blisters, internal striations, cracks, or any other defects or imperfections. The pipe shall be continuously and permanently marked with the following information: manufacturer's name or trade mark, size, class and type of pipe pressure rating, quality control identifications, date of extrusion, and National Sanitation Foundation (NSF) rating. 2. Pressure main line for piping upstream of remote control valves and quick coupling valves: a. Pipe smaller than 2 inch diameter shall be plastic pipe for use with solvent weld or threaded fittings. Shall be manufactured rigid virgin polyvinyl chloride (PVC) 1220, Type 1, Grade 2 conforming to ASTM D 1785, designated as Schedule 40. b. Pipe 2 - 3 inch diameter shall be manufactured rigid virgin polyvinyl chloride (PVC), Type 1, Grade 2 conforming to ASTM D 1785, designated as bell gasket Class 315. c. Pipe larger than 3 inch diameter shall be manufactured rigid virgin polyvinyl chloride (PVC), Type 1, Grade 2 conforming to ASTM D 1785, designated as bell gasket Class 200 PVC. 3. Non_pressure lateral line for piping downstream of remote control valves: plastic pipe for use with solvent weld or threaded fittings. Shall be manufactured rigid virgin polyvinyl chloride PVC 1220 (type 1, grade 2) conforming to ASTM d 1785, designated as Class 200, 3/4 minimum size. 2.4 FITTINGS AND CONNECTIONS: A. Polyvinyl chloride pipe fittings and connections: Type II, Grade 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping tapered socket or molded thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seal of approval. PVC fittings shall conform to ASTM D2464 and D2466. 2.5 SOLVENT CEMENTS AND THREAD LUBRICANT A. Solvent cements shall comply with ASTM D2564. Socket joints shall be made per recommended procedures for joining PVC plastic pipe and fittings with PVC solvent cement and primer by the pipe and fitting manufacturer and procedures outlined in the appendix of ASTM D2564. B. Thread lubricant shall be Teflon ribbon-type, or approved equal, suitable for threaded installations as per manufacturer's recommendations. C. Pipe Joint Compound (Pipe dope) shall be used on all galvanized threaded connections. Pipe Joint Compound is a white colored, non-separating thread sealant compound designed to seal threaded connections against leakage due to internal pressure. It shall contain PTFE (Polytetrafluoroethylene) to permit a tighter assembly with lower torque, secure permanent sealing of all threaded connections and allow for easy disassembly without stripping or damaging threads. C. 2.17 SPRINKLER HEADS A. All sprinkler heads shall have check valves installed. B. All sprinkler heads shall be as indicated on the drawings. C. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body and fabricated as shown on the drawings. 2.20 ELECTRICAL CONTROL WIRING A. Low voltage 1. The electrical control wire shall be direct burial type UF, no. 14 AWG, solid, single conductor, copper wire UL approved or larger, if required to operate system as designed. 2. For 2-Wire controllers all irrigation wire for the controller, flow sensor, master valve, hydrometer, remote control valves and moisture sensors shall be per the controller manufacturer's specifications and recommendations. 3. Color code wires to each valve. Common wire shall be white. 4. If multiple controllers are being utilized, and wire paths of different controllers cross each other, both common and control wires from each controller to be of different colors. 5. Control wire splices: Splices are when required shall be placed in splice boxes. 6. Wire connections shall be per the controller manufacturer's specifications and recommendations. B. High voltage 1. Shall be of type as required by local codes and ordinances. 2. Shall be of proper size to accommodate needs of equipment it is to serve. 2.23 VALVE IDENTIFICATION TAGS A. Valve Identification Tags shall be 2.25 inch x 2.65 inch polyurethane. Color: potable water; yellow / Non-potable water; purple. Tags shall be permanently attached to each remote control valve with tamper proof seals as indicated on the drawings. 2.24 EQUIPMENT TO BE FURNISHED TO OWNER A. Three (3) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. B. Five (5) Extra sprinkler heads, nozzles, shrub adapters, nozzle filter screens, for each type used on the project. 2.25 INCIDENTAL MATERIALS AND EQUIPMENT A. Furnish all materials and equipment not specified above, but which are necessary for completion of the work as intended. 2.27 MAIN LINE AND LATERAL LINE BEDDING SAND A. Sand shall consist of natural or manufactured granular material, free of organic material, mica, loam, clay or other substances not suitable for the intended purpose. B. Sand shall be masonry sand ASTM C 144 or coarse concrete sand, ASTM C 33. PART 3 EXECUTION 3.1 GENERAL REQUIREMENTS A. Code requirements shall be those of state and municipal codes and regulations locally governing this work, providing that any requirements of the drawings and specifications, not conflicting therewith, but exceeding the code requirements, shall govern unless written permission to the contrary is granted by the Owner's Representative. B. Extreme care shall be exercised at all times by the Contractor in excavating and working in the project area due to existing utilities and irrigation systems to remain. Contractor shall be fully responsible for expenses incurred in the repair of damages caused by their operation. 1. The Contractor is responsible for identifying and maintaining existing irrigation main lines that supply water to areas on the site as noted on the drawings and outside of the proposed limit of work. The Contractor shall relocate or replace existing irrigation main line piping as required to provide a continuous supply of water to all areas of existing irrigation on site. a. Providing continuous water supply shall include hand watering and or the use of watering trucks to provide adequate water. C. Plan locations of backflow preventers, valves, controllers, irrigation lines, sleeves, spray heads and other equipment are diagrammatic and indicate the spacing and relative locations of all installations. Final site conditions and existing and proposed plantings shall determine final locations and adjusted as necessary and as directed to meet existing and proposed conditions and obtain complete water coverage. Minor changes in locations of the above from locations shown shall be made as necessary to avoid existing and proposed trees, piping, utilities, structures, etc. at the Contractor's expense or when directed by the Owner's Representative. 1. The Contractor shall be held responsible for relocation of any items without first obtaining the Owner's Representative's approval. The Contractor shall remove and relocate such items at their expense if so directed by the Owner's Representative. D. Prior to any work the Contractor shall stake out locations of all pipe, valves, equipment and irrigation heads and emitters using an approved staking method and maintain the staking of the approved layout in accordance with the drawings and any required modifications. Verify all horizontal and vertical site dimensions prior to staking of heads. Do not exceed spacing shown on drawings for any given area. If such modified spacing demand additional or less material than shown on the drawings, notify the Owner's Representative before beginning any work in the adjacent area. E. Permission to shut off any existing in-use water line must be obtained 48 hours in advance, in writing from the Owner. The Contractor shall receive instructions from the Owner's Representative as to the exact length of time of each shut-off. F. No fittings shall be installed on pipe underneath pavement or walls. G. Prior to starting any work, Contractor shall obtain a reading of existing static water pressure (no flow condition) at the designated point of connection and immediately submit written verification of pressure with date and time of recording to Owner's Representative. 3.3 PIPE INSTALLATION A. General Pipe Installation 1. Exercise caution in handling, loading and storing, of plastic pipe and fittings to avoid damage. a. The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. b. All pipe that has been dented or damaged shall be discarded unless such dent or damaged section is cut out and pipe rejoined with a coupling. 2. Trench depth shall be as specified above from the finish grade to the top of the pipe. 3. Install a detectable pipe locator tape 6 to 8 inches above all main line pipes. B. Polyvinyl Chloride Pipe (PVC) Installation 1. Under no circumstance is pipe to rest on concrete, rock, wood blocks, construction debris or similar items. 2. No water shall be permitted in the pipe until a period of at least 24 hours has elapsed for solvent weld setting and curing. 3. Install assemblies and pipe to conform to respective details and where shown diagrammatically on drawings, using first class workmanship and best standard practices as approved. All fittings that are necessary for proper connections such as swing joints, offsets, and reducing bushings that are not shown on details shall be installed as necessary and directed as part of the work. 4. Dielectric bushings shall be used in any connections of dissimilar metals. 5. Gasketed plastic pipe: pipe-to-pipe joints or pipe to fittings shall be made in accordance with manufacturer's specifications. 6. Solvent weld or threaded plastic pipe: a. Installation of all pipe and fittings shall be in strict accordance with manufacturer's specifications. b. Pipe shall be cut using approved PVC pipe cutters only. Sawed joints are disallowed. All field cuts shall be beveled to remove burrs and excess before gluing. c. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. Excess solvent on the exterior of the joint shall be wiped clean immediately after assembly. d. Plastic to metal connections shall be made with plastic adapters and if necessary, short (not close) brass threaded_nipples. Connection shall be made with two (2) wraps of Teflon tape and hand tightened plus one turn with a strap wrench. e. Snake pipe horizontally in trench to allow one (1) foot of expansion and contraction per 100 feet of straight run. f. Threaded pipe joints shall be made using Teflon tape. Solvent shall not be used with threaded joints. Pipe shall be protected from tool damage during assembly. All damaged pipe shall be removed and replaced. Take up threaded joints with light wrench pressure. g. No close nipples or risers are allowed. Cross connections in piping is disallowed. h. Center load pipe at 10 feet on center intervals with small amount of backfill to prevent arching and slipping under pressure. Other than this preliminary backfill all pipe joints, fittings and connections are to remain uncovered until successful completion of hydrostatic testing and written approval of the testing report. i. Concrete thrust blocks shall be constructed behind all pipe fittings 1-1/2 inch diameter and larger at all changes of direction of 45 degrees or more. 3.5 FLUSHING A. Openings in piping system during installation are to be capped or plugged to prevent dirt and debris from entering pipe and equipment. Remove plugs when necessary to flush or complete system. B. After completion and prior to the installation of any terminal fittings, the entire pipeline system shall be thoroughly flushed to remove dirt, debris or other material. 3.6 HYDROSTATIC PRESSURE TESTING A. After flushing, and the installation of valves the following tests shall be conducted in the sequence listed below. The Contractor shall furnish all equipment; materials and labor necessary to perform the tests and all tests shall be conducted in the presence of the Owner's Representative. B. Water pressure tests shall be performed on all pressure main lines before any couplings, fittings, valves and the like are concealed. C. Immediately prior to testing, all irrigation lines shall be purged of all entrapped air or debris by adjusting control valves and installing temporary caps forcing water and debris to be discharged from a single outlet. D. Test all pressure main line at 150 PSI. For a minimum of four (4) hours with an allowable loss of 5 PSI. Pressure and gauges shall be read in PSI, and calibrated such that accurate determination of potential pressure loss can be ascertained. E. Re_test as required until the system meets the requirements. Any leaks, which occur during test period, will be repaired immediately following the test. All pipe shall be re_tested until final written acceptance. F. The Contractor is responsible for proving documentation stating the weather conditions, date, the start time and initial water pressure readings, the finish time and final water pressure readings and the type of equipment used to perform the test. The documentation must be signed by a witness acceptable to the Owner, verifying all of the above-mentioned conditions. G. Submit a written report of the pressure testing results with the other above required information to the Owner's Representative for approval. 3.9 BACKFILLING AND COMPACTING A. Irrigation trenches shall be carefully backfilled with material approved for backfilling and free of rocks and debris one (1) inch in diameter and larger. When back filling trenches in areas of imported or modified planting soil, replace any excavated subsoil at the bottom and the imported soil or modified planting soil at the top of the trench. B. Backfill shall be compacted with approved equipment to the following densities 1. Backfill under pavement and within 2 feet of the edge of pavement: Compact to 95% or greater of maximum dry density standard proctor. 2. Backfill of subsoil under imported planting mixes or modified existing planting soil: Between 85 and 90% of maximum dry density standard proctor. 3. Backfill of imported planting mixes or modified existing planting soil: Compact to the requirements of the adjacent planting mix or planting soil as specified in section “Planting Soil”. C. Finish grade of all trenches shall conform to adjacent grades without dips or other irregularities. Dispose of excess soil or debris off site at Contractor's expense. D. Any settling of backfill material during the maintenance or warranty period shall be repaired at the Contractor's expense, including any replacement or repair of soil, lawn, and plant material or paving surface. 3.11 INSTALLATION OF EQUIPMENT A. General: 1. All equipment shall be installed to meet all installation requirements of the product manufacturer. In the event that the manufactures requirements cannot be implemented due to particular condition at the site or with other parts of the design, obtain the Owner's Representative's written authorization and approval for any modifications. 2. Install all equipment at the approximately at the location(s) and as designated and detailed on the drawings. Verify all locations with the Owner's Representative. 3. Install all valves within a valve box of sufficient size to accommodate the installation and servicing of the equipment. Group valves together where practical and locate in shrub planting areas. 4. All sprinkler irrigation systems that are using water from potable water systems shall require backflow prevention. All backflow prevention devices shall meet and be installed in accordance with requirements set forth by local codes and the health department. B. Pressure regulator: 1. Set regulator for required PSI per manufacturer's specifications. C. Sprinkler heads: 1. All main lines and lateral lines, including risers, shall be flushed and pressure tested before installing sprinkler heads. 2. Install specified sprinkler heads as shown in details at locations shown on the drawings. Adjust layout for full coverage, spacing of heads shall not exceed the maximum spacing recommended by the manufacturer. 3. All sprinkler heads shall be set perpendicular to finish grade unless otherwise designated on the drawings or details. 3.12 ADJUSTMENT AND COVERAGE TEST A. Adjustment: 1. The Contractor shall flush and adjust all sprinkler heads, valves and all other equipment to ascertain that they function according to the manufacturer's data. 2. Adjust all sprinkler heads not to overspray onto walks, roadways and buildings when under maximum operating pressure and during times of normal prevailing winds. B. Coverage test: 1. The Contractor shall perform the coverage test in the presence of the Owner's Representative after all sprinkler heads have been installed, flushed and adjusted. Each section is tested to demonstrate uniform and adequate coverage of the planting areas serviced. 2. Any systems that require adjustments for full and even coverage shall be done by the Contractor prior to final acceptance at the direction of the Owner's Representative at no additional cost. Adjustments may also include realignment of pipes, addition of extra heads, and changes in nozzle type or size. 3. The Contractor at no additional cost shall immediately correct all unauthorized changes or improper installation practices. 4. The entire irrigation system shall be operating properly with written approval of the installation by the Owner's representative prior to beginning any planting operations. 3.13 REPAIR OF PLANTING SOIL A. Any areas of planting soil including imported or existing soils or modified planting soil which become compacted or disturbed or degraded as a result of the installation of the irrigation system shall be restored to the specified quality and compaction prior to beginning planting operations at no additional expense to the Owner. Restoration methods and depth of compaction remediation shall be approved by the Owner's Representative. 3.14 CLEAN-UP A. During installation, keep the site free of trash, pavements reasonably clean and work area in an orderly condition at the end of each day. Remove trash and debris in containers from the site no less than once a week. a. Immediately clean up any spilled or tracked soil, fuel, oil, trash or debris deposited by the Contractor from all surfaces within the project or on public right of ways and neighboring property. B. Once installation is complete, wash all soil from pavements and other structures. 1. Make all repairs to grades ruts, and damage to the work or other work at the site. 2. Remove and dispose of all excess soil, packaging, and other material brought to the site by the Contractor. 3.15 PROTECTION A. The Contractor shall protect installed irrigation work from damage due to operations by other Contractors or trespassers. 1. Maintain protection during installation until Acceptance. Treat, repair or replace damaged work immediately. The Owner's Representative shall determine when such treatment, replacement or repair is satisfactory. 3.16 PRE-MAINTENANCE OBSERVATION: A. Once the entire system shall be completely installed and operational and all planting is installed, the Owner's Representative shall observe the system and prepare a written punch list indicating all items to be corrected and the beginning date of the maintenance period. B. This is not final acceptance and does not relieve the Contractor from any of the responsibilities in the contract documents. 3.17 GENERAL MAINTENANCE AND THE MAINTENANCE PERIOD A. General maintenance shall begin immediately after installation of irrigation system. The general maintenance and the maintenance period shall include the following: 1. On a weekly basis the Contractor shall keep the irrigation system in good running order and make observations on the entire system for proper operation and coverage. Repair and cleaning shall be done to keep the system in full operation. 2. Records of all timing changes to control valves from initial installation to time of final acceptance shall be kept and turned over to the Owner's Representative at the time of final acceptance. 3. During the last week of the maintenance period, provide equipment familiarization and instruction on the total operations of the system to the personnel who will assume responsibility for running the irrigation system. 4. At the end of the maintenance period, turn over all operations logs, manuals, instructions, schedules, keys and any other equipment necessary for operation of the irrigation system to the Owner's Representative who will assume responsibility for the operations and maintenance of the irrigation system. B. The maintenance period for the irrigation system shall coincide with the maintenance period for the Planting. (See specification section “Planting” 3.18 SUBSTANTIAL COMPLETION ACCEPTANCE A. Upon written notice from the Contractor, the Owners Representative shall review the work and make a determination if the work is substantially complete. B. The date of substantial completion of the irrigation shall be the date when the Owner's Representative accepts that all work in Planting, Planting Soil, and Irrigation installation sections is complete. 3.19 FINAL ACCEPTANCE / SYSTEM MALFUNCTION CORRECTIONS A. At the end of the Plant Warrantee and Maintenance period, (See specification section “Planting”) the Owner's Representative shall inspect the irrigation work and establish that all provisions of the irrigation system are complete and the system is working correctly. 1. Restore any soil settlement over trenches and other parts of the irrigation system. 2. Replace, repair or reset any malfunctioning parts of the irrigation system. B. The Contractor shall show all corrections made from punch list. Any items deemed not acceptable shall be reworked and the maintenance period will be extended. C. The Contractor shall show evidence that the Owner's Representative has received all charts, records, drawings, and extra equipment as required before final acceptance. D. Failure to pass review: If the work fails to pass final review, any subsequent observations must be rescheduled as per above. The cost to the Owner for additional observations will be charged to the Contractor at the prevailing hourly rate of the reviewer. END OF SECTION 32 8400 I agree to comply with the requirements of the prescriptive compliance option to the MWELO (Model Water Efficient Landscape Ordinance). LICENSED LANDSCAPE ARCHITECT CA 6055 DATE 11/09/2021 2677 N Main St - 101110159-60 & 20175958-5902/07/23 MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 10 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SC.0GENERAL INFORMATION ANG. B.S. B.U. ℄. DIA. FB- FC- F.F. FLG. F.S. GA. FR- H.S.B. MAX. I. FLG. M.B. ⅊ CENTER LINE BOTH SIDES BUILT-UP MEMBER DIAMETER FLANGE BRACE STRUCTURAL BUILT-UP COLUMN FINISHED FLOOR FLANGE STRUCTURAL BUILT-UP RAFTER FAR SIDE GAGE (DISTANCE BETWEEN HOLES HIGH STRENGTH BOLTS MIN. N.S. O. FLG. PLATE REQ'D. STIFF. TYP. U.N.O. HOLES OR MATERIAL THICKNESS) INSIDE FLANGE MACHINE BOLT (ASTM A307 GR. A) MAXIMUM FINISH SCHEDULE GRAY SHOP COAT RED SHOP COAT GALVANIZED BARE (FINISH BY OTHERS)ZINC PLATED STRUCTURAL FRAMES X PURLIN CLIPS X LIGHT GAUGE / PURLINS X A325 BOLTS / NUTS / WASHERS:X MISC. HARDWARE X MATERIAL SPECIFICATIONS: 1. PRIMARY FRAMING: COLUMNS, PLATE STEEL FOR BUILT-UP BEAM, MATING PLATES, WEB STIFFENER PLATES; ASTM A572 GR 50 2. SECONDARY FRAMING: GALVANIZED 16GA, 15GA. 14GA, 13GA, 12GA, ASTM A653 G90, GRADE 55, MIN. YIELD 55 KSI. 3. BRACING: ANGLES, ASTM A36, MIN. YIELD 36 KSI. 4. MINOR PLATES: PURLIN CONNECTION PLATES, ANGLE BRACE PLATES, ETC.: ASTM A36. 5. BOLTS: HIGH STRENGTH BOLTS, ASTM A325-N, HIGH STRENGTH WASHERS, ASTM F436 UNDER TURNING ELEMENT, HIGH STRENGTH NUTS ASTM A563 (LUBRICATED). MACHINE BOLTS, ASTM A307. 6. ROD BRACING TO BE SOLID ROUND BAR, ASTM A36. CODES & SPECIFICATIONS: THE DESIGN OF THIS STRUCTURE IS IN COMPLIANCE WITH THE AEC SPECIFICATIONS AND STANDARDS, UTILIZING THE PERTINENT PROVISIONS AND RECOMMENDATIONS OF THE FOLLOWING CODES. 1. CALIFORNIA BUILDING CODE, 2019 EDITION (CBC 2019). 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, FOURTEENTH EDITION (AISC 360-10 & AISC 341-10). 3. AMERICAN IRON AND STEEL INSTITUTE, 2012 EDITION (AISI S100-12/S2-10). 4. METAL BUILDING MANUFACTURERS ASSOCIATION, 2012 EDITION (MBMA, 2012). 5. AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.1, 2010). 6. AMERICAN CONCRETE INSTITUTE, 14TH EDITION (ACI 318-14) INSPECTIONS: 1. SHOP WELDING COMPLETED IN AN ICC CERTIFIED SHOP DOES NOT REQUIRE SPECIAL INSPECTION. NO FIELD WELDING IS REQUIRED. HOWEVER, IF ANY FIELD WELDING IS REQUIRED DUE TO ANY FIELD MODIFICATIONS, SPECIAL INSPECTION IS REQUIRED. 2. SPECIAL INSPECTION IS REQUIRED FOR HIGH STRENGTH BOLTS. THE TURN OF THE NUT METHOD OF TIGHTENING IS RECOMMENDED, UNDER THE SUPERVISION OF AN INDEPENDENT TESTING LABORATORY. ALTERNATE METHODS OF TIGHTENING MAY BE USED AS PERMITTED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS (AISC FOURTEENTH EDITION). 3. BOLTED CONNECTIONS USING A307 BOLTS DO NOT REQUIRE SPECIAL INSPECTION 4. PIER EXCAVATION, REBAR PLACEMENT, COLUMN EMBEDMENT, AND CONCRETE COMPRESSION TESTING REQUIRED SPECIAL BOLTING CONNECTION INSPECTION REQ. (MADE WITH A325 BOLTS): 1. PRE-TENSIONING OF A325 BOLTS IS REQUIRED ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN SEISMIC PERFORMANCE/DESIGN CATEGORY "D", "E" OR "F". PRE-TENSIONING OF 1/2" DIA. A325 BOLTS ON SECONDARY CONNECTIONS IS NOT REQUIRED (SNUG-TIGHT IS ADEQUATE). 2. SLIP CRITICAL CONNECTIONS ARE NOT REQUIRED. 3. HIGH STRENGTH BOLTS MAY BE REPLACED WITH TENSION CONTROLLED HIGH STRENGTH BOLTS OF THE SAME SIZE AND GRADE. TENSION CONTROLLED BOLTS DO NOT REQUIRE TURN OF NUT INSPECTION. THESE BOLTS SHALL STILL BE PRE-TENSION. DESIGN LOADS: THIS STEEL BUILDING IS DESIGNED UTILIZING THE FOLLOWING LOADS, IN COMPLIANCE WITH THE PERTINENT PROVISIONS OF THE CALIFORNIA BUILDING CODE, 2019 EDITION (CBC 2019). ALL ACCESSORIES SUCH AS DOORS, WINDOWS, ETC. SUPPLIED BY OTHERS MUST BE DESIGNED AS STRUCTURAL COMPONENTS IN ACCORDANCE WITH THE WIND LOAD PROVISIONS OF THE APPLICABLE CODES AND SPECIFICATIONS REFERENCED ON THIS PAGE. THE BUILDER AND/OR THE ENGINEER OF RECORD MUST CONFIRM THAT THE FOLLOWING LOADS MEET THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. AEC AND THE UNDERSIGNED ARE NOT THE "ENGINEER OF RECORD" FOR THE ENTIRE PROJECT. BUILDING DEAD LOAD: __________ 6.2 PSF (FRAMES, PURLINS, SOLAR PANELS + SOLAR HARDWARE, ETC.) LIVE LOAD: ____________________ 12.0 PSF (SOLAR CONSTRUCTION) LIVE LOAD REDUCTION ALLOWED: ____ N/A SNOW LOAD, GROUND: ______________ 0.0 PSF SNOW LOAD, ROOF: _________________ 0.0 PSF CT ____________ N/A CE ____________ N/A IMPT. FACTOR: __ N/A WIND LOAD, SPEED: ___ 95 MPH EXPOSURE: __________ C KZT: _________________ 1.0 IMPT FACTOR: ________ 1.0 EARTH QUAKE LOAD: SEISMIC DESIGN CATEGORY: ___ D SEISMIC SITE CLASS: __________ D COEFF. Sds = 1.067, Ss = 1.334, S1 = 0.457 FOR CANTILEVER COLUMN COEFF. R = 1.25 Ω = 1.25, SEISMIC BASE SHEAR = 33.4 kips IMPT. FACTOR: ________________1.0 OTHER LOADS: LIVE LOAD: _________ N/A DEAD LOAD: ________ N/A MODULE SPECIFICATION: ANGLE MINIMUM NEAR SIDE OUTSIDE FLANGE REQUIRED STIFFENER TYPICAL UNLESS NOTED OTHERWISE ABBREVIATIONS: FOUNDATIONS GENERAL NOTES: 1. DESIGN PER 2019 CBC AND ACI318-14. 2. SOIL CAPACITIES BASED ON VALUES FROM SOILS REPORT BY GEO-ENGINEERING SOLUTIONS (PROJECT NUMBER 50-1326). PASSIVE LATERAL CAPACITY = 400 PCF (INCREASE TO 800 PCF FOR PIERS), SKIN FRICTION = 665 PSF DOWNWARD, 530 PSF UPWARD (NEGLECT UPPER FOOT). 3. CONCRETE TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF FC' = 3000 PSI AT 28 DAYS. 4. ALL REBAR TO BE GRADE 60. 5. CONCRETE TO REACH 1500 PSI PRIOR TO REMOVAL OF SHORING AND/OR INSTALLATION OF BEAMS AND PURLINS. 6. CONCRETE TO REACH 2500 PSI PRIOR TO INSTALLATION OF SOLAR PANELS. 7. PIER EXCAVATION SHALL BE CLEAN OF ALL DELETERIOUS MATERIAL, INCLUDING LOOSE SOIL, PRIOR TO POURING CONCRETE. DEVELOPER / MANUFACTURER: DISTRIBUTED SOLAR DEVELOPMENT 200 HARBORSIDE DR., STE 200 SCHENECTADY, NY 12305 PHONE: CONTACT: INSTALLER: RENEWABLE CONSTRUCTION SERVICES, INC. 605 VENTURE ST, ESCONDIDO CA 92029 PHONE: (760) 206-8285 CONTACT: DREW LIPPERT STRUCTURAL ENGINEER: APPLIED ENGINEERING CONSULTANTS, INC. 10360 CAREY DR., GRASS VALLEY CA, 95945 PHONE: (530) 838-5358 CONTACT: REX ARASHI GENERAL NOTES: SOLAR PANELS WILL ATTACH DIRECTLY TO METAL PURLINS; THERE WILL BE NO METAL ROOF OR DECKING UNDER THE PANELS. SHEET INDEX SHEET #SHEET NAME SC.0 GENERAL INFORMATION SC.1 ROOF FRAMING PLAN SC.2 STRUCTURAL DETAILS MULLER COMPANY GROUND SOLAR CANOPY 48'-1" 14'-0" 99'-2" | 112'-11" S2 (CARPORT) II-B NO 1 BUILDING INFORMATION: CANOPY BUILDING WIDTH (CP1 - 2): ________ CANOPY LOW CLEAR HEIGHT: ________ CANOPY BUILDING LENGTH (CP1 | CP2): _____________________ 1. OCCUPANCY CLASSIFICATION:____________ 2. TYPE OF CONSTRUCTION:____________ 3. SPRINKLERS:____________ 4. # OF STORIES:____________ 11/17/2021, 8:01:44 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 BU THREE PLATE RAFTER: ASTM A572, GRADE 50 800S250-54 BLOCKING @ 1/3rd POINTS OF SPAN ON LONGER SPANS & @ MIDSPAN ON SHORTER SPANS, Fy=33ksi SEE DETAIL 7/SC.2 PURLIN SPLICE PER DETAIL 12/SC.2 FROM BEAM AT LOCATIONS SHOWN ON PLAN VIEW. MIDDLE OF SPLICE MUST LAND AT MODULE GAP. PURLIN SPLICE TO BE BETWEEN 1' TO 4' FROM OF RAFTER 1'-33 16" 4'-312" 2'-67 8" 48 ' - 0 1 4" (L E N G T H A L O N G S L O P E ) 4'-312" 2'-67 8" 4'-312" 2'-67 8" 4'-312" 2'-67 8" 4'-312" 2'-67 8" 4'-312" 2'-67 8" 4'-312" 1'-33 16" 6'-1012" 27'-4"30'-9"27'-4"6'-1012" 99'-2" 2 2 10 0 0 S 3 5 0 - 6 8 P U R L I N S , 1 4 T O T A L 1/2" Ø ROD BRACING AS SHOWN 800T200-54 END TRACK PER DETAIL 5/SC.2 GRADE W16x67 POST FOOTING PER 4/SC.1 & 5/SC.1 14' CLR. PURLIN BUILT-UP RAFTER: 8" TO 18" TO 8" FLANGES: 10" x 3/8" WEB: 1/4" SEE DETAIL 6/SC.2 48'-01 4" 4'-31 2"2'-67 8" 45'-95 16" 5° TILT, TYP. OPTIONAL BOLLARD BOTTOM FLANGE BRACING PER DETAIL 4/SC.2 IN LOCATIONS SHOWN GRADE 10' DEEP 30" Ø 3"CC 2"CC 38" EMBED 3"CC TO HOOPS #4 HOOPS SPACED @ 11"OC 9 - #6 VERTICAL REBAR, EVENLY SPACED 3 4"Ø ROD PASS THRU POST #4 HOOPS SPACED @ 3"OC FOR FIRST 60" FROM TOP OF PIER 3" 1/8" POST 3" OPTIONAL BOLLARD SLOPE CONCRETE AWAY FROM COLUMN 30"Ø 3' #4 VERTICALS TO EMBED A MIN. OF 24" INTO PIER 30"Ø BOLLARD. POUR MONOLITHIC OR AFTER PIER IS CAST. 5 - #4 VERTICAL REBAR, EVENLY SPACED. #4 HOOPS SPACED @ 12" OC MAX. STARTING AT 1-1/2" FROM TOP. 112"CC 3"CC TO HOOPS BU THREE PLATE RAFTER: ASTM A572, GRADE 50 800T200-54 END TRACK PER DETAIL 5/SC.2 800S250-54 BLOCKING @ 1/3rd POINTS OF SPAN ON LONGER SPANS & @ MIDSPAN ON SHORTER SPANS, Fy=33ksi SEE DETAIL 7/SC.2 PURLIN SPLICE PER DETAIL 12/SC.2 FROM BEAM AT LOCATIONS SHOWN ON PLAN VIEW. MIDDLE OF SPLICE MUST LAND AT MODULE GAP. PURLIN SPLICE TO BE BETWEEN 1' TO 4' FROM OF RAFTER 1'-33 16" 4'-312" 2'-67 8" 48 ' - 0 1 4" (L E N G T H A L O N G S L O P E ) 4'-312" 2'-67 8" 4'-312" 2'-67 8" 4'-312" 2'-67 8" 4'-312" 2'-67 8" 4'-312" 2'-67 8" 4'-312" 1'-33 16" 10'-35 8" 30'-9"30'-9"30'-9"10'-35 8" 112'-103 16" 10 0 0 S 3 5 0 - 6 8 P U R L I N S , 1 4 T O T A L 1/2" Ø ROD BRACING AS SHOWN FOOTING PER 4/SC.1 & 5/SC.1 #4 HOOPS SPACED PER SECTION 9 - #6 VERTICAL REBAR 30"Ø (2) 3/4" x 16.5" LONG REBAR PASS THRU FLANGES POST 6" MIN. LAP ON HOOPS, TYP. 135° HOOK IN HOOPS AROUND VERTICAL BARS SC.1 ROOF FRAMING PLANS 1 PLAN VIEW - CP1 1/8" = 1'-0" 3 SIDE ELEVATION 1/4" = 1'-0"4 FOOTING SECTION 1/2" = 1'-0"6 OPTIONAL BOLLARD SECTION 1" = 1'-0" 1 SC.2 2 SC.2 3 SC.2 10 SC.2 4 SC.2 MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 7 / 2 0 2 2 PL A N C H E C K # 4 S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 10 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 2 PLAN VIEW - CP2 1/8" = 1'-0" 5 FOOTING PLAN VIEW 1" = 1'-0" 1/8" 1 ROD TO COLUMN FLANGE, TYP. 1 ROD TO COLUMN FLANGE, TYP. 1 1 2 2 2 2 2 2 2 2 2 2 2 11/18/2022, 6:55:38 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2 POST TO BEAM SECTION VIEW 1-1/2" = 1'-0" 3/8" (4)1-1/4"Ø A325-N W/ WASHERS BOTH SIDES3/8" 1' POST TO PLATE 101 4" 8" ⅊1-1/2" x 12" x 25", TYP. OF 2. PURLIN 13 8" 6" RAFTER ⅊5 16"x8"x9.5" 21 8"1/8" 3 PURLIN TO RAFTER DETAIL 1" = 1'-0" RAFTER PURLIN 1 2"Ø A307 W/ WASHERS EA. SIDE⅊5 16"x8"x9.5" 2" 6" 2" 1 8" 4 FLANGE BRACE 1" = 1'-0" PURLIN (3) 1 4"Ø TEK 1 2"Ø A307 L2x2x1/8 RAFTER 1/4" 4"45.0° ⅊5 16" STIFFENER 1 4"1 4" 3" 3" 1 POST TO BEAM SIDE VIEW 1" = 1'-0" 1/4" 3/8" ⅊TO FLANGES & WEB 3/8" ⅊TO POST TYP. ⅊5 8" STIFFENER INLINE W/ FLANGES OF POST POST RAFTER ⅊1-1/2" x 12" x 25", TYP. OF 2. 21" CENTERED ON POST 2" 2" (4)1-1/4"Ø A325-N W/ WASHERS BOTH SIDES 5 PURLIN END TRACK DETAIL 1" = 1'-0" PURLIN (2) 1 4" TEK SCREW, TOP & BOTTOM END TRACK (2) SOLAR PANEL FRAME (BY OTHERS) SOLAR PANEL (BY OTHERS) (1) SOLAR PANEL MOUNTING HOLE (SEE MNFR.) TOP FLANGE OF PURLIN (3) (4) *SOLAR PANEL MOUNTING HARDWARE, HARDWARE DESIGN, & ELECTRICAL DESIGN NOT BY AEC* 1/2", TYP. 1-1/4" FENDER WASHER @ ALL MOUNTING LOCATIONS SERRATED GROUNDING WASHER (WEEB) FOR ELECTRICAL BONDING NOTE: A. (A) SOLAR PANEL TO BE MOUNTED USING (4) MOUNTING HOLES AS SHOWN ON MNFR'S OEM DATA SHEET. B. (B) MNFR'S PANEL INSTALLATION DETAIL SHALL SUPERCEDE THIS DETAIL. C. (C) BOLT ASSEMBLY TO BE TORQUE'D PER MNFR'S RECOMMENDATIONS. D. (D) INSTALL SERRATED GROUNDING WASHER (WEEB) AS REQUIR'D PER ELECTRICAL DESIGN. 13 PV MODULE MOUNTING DETAIL 1" = 1'-0" HARDWARE SIZE CHART # 1/4" Ø BOLT 5/16" Ø BOLT 1 1/4" x 1" LONG S.S. BOLT (GRADE 18-8 OR 316) @ ALL MOUNTING LOCATIONS 5/16" x 1" LONG S.S. BOLT (GRADE 18-8 OR 316) @ ALL MOUNTING LOCATIONS 2 5/8 OUTSIDE Ø x 1/4" INSIDE Ø S.S. FLAT WASHER @ ALL MOUNTING LOCATIONS 11/16 OUTSIDE Ø x 5/16" INSIDE Ø S.S. FLAT WASHER @ ALL MOUNTING LOC. 3 1/4" INSIDE Ø S.S. LOCK WASHER @ ALL MOUNTING LOCATIONS 5/16" INSIDE Ø S.S. LOCK WASHER @ ALL MOUNTING LOCATIONS 4 1/4" Ø S.S. HEX NUT @ ALL MOUNTING LOCATIONS 5/16" Ø S.S. HEX NUT @ ALL MOUNTING LOCATIONS 6 BUILT UP RAFTER DETAIL 1" = 1'-0" 8" TO 18" 10" x 3/8" FLANGES 1/4" WEB 3/16" FLANGE TO WEB TYPICAL 1/2" DIA. BOLT & WASHER REQUIREMENTS (UNLESS NOTED OTHERWISE) WASHER BOLT HEAD SLOT WASHER NUT SLOT TO SLOT CONNECTIONS WASHERS ARE REQUIRED OVER ANY SLOT SLOT 9 TYPICAL WASHER REQUIREMENTS N.T.S. RAFTER 1/4" x 12" WIDE x 17.5" TALL WELDED PLATE SOLAR PANEL NOT TO SCALE 10 CONNECTION DETAIL N.T.S. (2)1/2" DIA. x 1/4" LONG FLAT HEAD BOLTS W/WASHERS @ BOTH SIDES (GALV). BOLT SPACING TO MATCH DETAIL 3/SC.2 21 8" 6" 13 8" PLATE TO RAFTER 1/4" 6" GF-1-P W/2.5:1 TRANSITION WELD AT STEPPED JOINTS (TYP) 6" STIFFENER (TYP) Sf Sf GF-1-P GB-6-P STIFF>1/2" (TYP) Sf Sf GF-1-P STIFF≤1/2" (TYP) PLATE TO PLATE t 1/4 < 1/4 5/16 1/2 3/8 5/8≥ FLANGE/STIFF 3/16 Sp 1/4 1/4 5/16 3/8 1/2 OR CJP NOTE: THINNER PLATE COVERNS WELD SIZE PLATE TO WEB 3/16 PLATE t 1/4 <1/4 5/16 1/2 3/8 Sf 1/4 1/4 5/16 5/16 11 SHOP WELDING STANDARDS @ CUT-IN PLATE N.T.S. 7 PURLIN BLOCKING DETAIL 1" = 1'-0" (2)1/2"Ø x 2" LONG A307'S @ BLOCKING W/ WASHERS @ BOTH SIDES (GALV) CEE BLOCKING PURLIN (2)1/2"Ø x 2" LONG A307'S @ PURLIN W/ WASHERS @ BOTH SIDES (GALV) L-BRACKET @ BOTH SIDES PER DETAIL 8/SC.2 1", TYP. 2" EDGE DISTANCE BOLT TO END OF BLOCKING, TYP. 8 L-BRACKET DETAIL 1-1/2" = 1'-0" 9 16"Ø x 1-1/4" SLOTS, TYP. MATERIAL: 10 GA, 50 KSI GALVANIZED STEEL 11 4"1 1 4" 5" 2" 3" 5" 11 4" 21 2" 11 4" 11 2" 11 2" 2" 3" 11 2" 11 2" 9 16"Ø x 1" SLOTS, TYP. 21 2" 12 PURLIN SPLICE DETAIL 1-1/2" = 1'-0" PURLIN PURLIN SPLICE 31 2" 3" 31 2" 11 4" 4" 11 4" 1/2" Ø A307 BOLTS 1/2" PURLIN GAP @ SPLICE. PURLIN GAP MUST LINE UP WITH PV MODULE GAP. PURLIN PURLIN SPLICE 600S200-68, Fy = 55 PLACE AT MID-HEIGHT OF PURLIN EQ. EQ. 14 ROD BRACING @ BEAMS 1" = 1'-0" 3/4"Ø ROD BRACING 3" T.O.B. PLAN VIEWSECTION *INSTALL AFTER PURLINS + BRACED FRAMES, BUT BEFORE SOLAR MODULES HEX-NUT W/ FLAT WASHER 3/4"Ø ROD BRACING HILLSIDE WASHER HEX-NUT W/ FLAT WASHER HILLSIDE WASHER BEAM BEAM MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 7 / 2 0 2 2 PL A N C H E C K # 4 S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 1 0 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SC.2 STRUCTURAL DETAILS 1 8" 1 1 2 2 Note: Angle locations are at purlin locations as shown in the Elevation 3/SC.1. 11/18/2022, 6:55:38 AM 2 2677 N Main St - 101110159-60 & 20175958-5902/07/23 MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 10 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.0GENERAL INFORMATION ANG. B.S. B.U. ℄. DIA. FB- FC- F.F. FLG. F.S. GA. FR- H.S.B. MAX. I. FLG. M.B. ⅊ CENTER LINE BOTH SIDES BUILT-UP MEMBER DIAMETER FLANGE BRACE STRUCTURAL BUILT-UP COLUMN FINISHED FLOOR FLANGE STRUCTURAL BUILT-UP RAFTER FAR SIDE GAGE (DISTANCE BETWEEN HOLES HIGH STRENGTH BOLTS MIN. N.S. O. FLG. PLATE REQ'D. STIFF. TYP. U.N.O. HOLES OR MATERIAL THICKNESS) INSIDE FLANGE MACHINE BOLT (ASTM A307 GR. A) MAXIMUM FINISH SHEDULE GRAY SHOP COAT RED SHOP COAT GALVANIZED BARE (FINISH BY OTHERS)ZINC PLATED STRUCTURAL FRAMES X PURLIN CLIPS X LIGHT GUAGE / PURLINS X A325 BOLTS / NUTS / WASHERS:X MISC. HARDWARE X MATERIAL SPECIFICATIONS: 1. PRIMARY FRAMING: COLUMNS, BEAMS, MATING PLATES, WEB STIFFENER PLATES; ASTM A572 GR 50. 2. SECONDARY FRAMING: GALVANIZED 16GA, 15GA. 14GA, 13GA, 12GA, ASTM A653 G90, GRADE 55, MIN. YIELD 55 KSI. 3. BEAM BRACING: ANGLES, ASTM A36, MIN. YIELD 36 KSI. 4. MINOR PLATES: PURLIN CONNECTION PLATES, ANGLE BRACE PLATES, ETC.: ASTM A36. 5. BOLTS: HIGH STRENGTH BOLTS, ASTM A325-N, HIGH STRENGTH WASHERS, ASTM F436 UNDER TURNING ELEMENT, HIGH STRENGTH NUTS ASTM A563 (LUBRICATED). MACHINE BOLTS, ASTM A307. 6. ROD BRACING: ASTM A572 GR 50. 7. BRACED FRAME TUBE STEEL: ASTM A500 GR B. CODES & SPECIFICATIONS: THE DESIGN OF THIS STRUCTURE IS IN COMPLIANCE WITH THE AEC SPECIFICATIONS AND STANDARDS, UTILIZING THE PERTINENT PROVISIONS AND RECOMMENDATIONS OF THE FOLLOWING CODES. 1. CALIFORNIA BUILDING CODE, 2019 EDITION (CBC 2019). 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, FOURTEENTH EDITION (AISC 360-10 & AISC 341-10). 3. AMERICAN IRON AND STEEL INSTITUTE, 2012 EDITION (AISI S100-12/S2-10). 4. METAL BUILDING MANUFACTURERS ASSOCIATION, 2012 EDITION (MBMA, 2012). 5. AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.1, 2010). 6. AMERICAN CONCRETE INSTITUTE, 14TH EDITION (ACI 318-14) INSPECTIONS: 1. SHOP WELDING COMPLETED IN AN ICC CERTIFIED SHOP DOES NOT REQUIRE SPECIAL INSPECTION. NO FIELD WELDING IS REQUIRED. FIELD WELDING REQUIRES SPECIAL INSPECTION. 2. SPECIAL INSPECTION IS REQUIRED FOR HIGH STRENGTH BOLTS. THE TURN OF THE NUT METHOD OF TIGHTENING IS RECOMMENDED, UNDER THE SUPERVISION OF AN INDEPENDENT TESTING LABORATORY. ALTERNATE METHODS OF TIGHTENING MAY BE USED AS PERMITTED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS (AISC FOURTEENTH EDITION). 3. BOLTED CONNECTIONS USING A307 BOLTS DO NOT REQUIRE SPECIAL INSPECTION 4. INSTALLATION OF EPOXY ANCHOR BOLTS REQUIRES SPECIAL INSPECTION. SPECIAL BOLTING CONNECTION INSPECTION REQ. (MADE WITH A325 BOLTS): 1. PRE-TENSIONING OF A325 BOLTS IS REQUIRED ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN SEISMIC PERFORMANCE/DESIGN CATEGORY "D", "E" OR "F". PRE-TENSIONING OF 1/2" DIA. A325 BOLTS ON SECONDARY CONNECTIONS IS NOT REQUIRED (SNUG-TIGHT IS ADEQUATE). 2. SLIP CRITICAL CONNECTIONS ARE NOT REQUIRED. 3. HIGH STRENGTH BOLTS MAY BE REPLACED WITH TENSION CONTROLLED HIGH STRENGTH BOLTS OF THE SAME SIZE AND GRADE. TENSION CONTROLLED BOLTS DO NOT REQUIRE TURN OF NUT INSPECTION. THESE BOLTS SHALL STILL BE PRE-TENSION. DESIGN LOADS: THIS STEEL BUILDING IS DESIGNED UTILIZING THE FOLLOWING LOADS, IN COMPLIANCE WITH THE PERTINENT PROVISIONS OF THE CALIFORNIA BUILDING CODE, 2019 EDITION (CBC 2019). ALL ACCESSORIES SUCH AS DOORS, WINDOWS, ETC. SUPPLIED BY OTHERS MUST BE DESIGNED AS STRUCTURAL COMPONENTS IN ACCORDANCE WITH THE WIND LOAD PROVISIONS OF THE APPLICABLE CODES AND SPECIFICATIONS REFERENCED ON THIS PAGE. THE BUILDER AND/OR THE ENGINEER OF RECORD MUST CONFIRM THAT THE FOLLOWING LOADS MEET THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. AEC AND THE UNDERSIGNED ARE NOT THE "ENGINEER OF RECORD" FOR THE ENTIRE PROJECT. BUILDING DEAD LOAD: __________ 5.7 PSF (FRAMES, PURLINS, SOLAR PANELS + SOLAR HARDWARE, ETC.) LIVE LOAD: ____________________ 12.0 PSF (SOLAR CONSTRUCTION) LIVE LOAD REDUCTION ALLOWED: ____ N/A SNOW LOAD, GROUND: ______________ 0.0 PSF SNOW LOAD, ROOF: _________________ 0.0 PSF CT ____________ N/A CE ____________ N/A IMPT. FACTOR: __ N/A WIND LOAD, SPEED: ___ 95 MPH EXPOSURE: __________ C KZT: _________________ 1.0 IMPT FACTOR: ________ 1.0 EARTH QUAKE LOAD: SEISMIC DESIGN CATEGORY: ___ D SEISMIC SITE CLASS: __________ D COEFF. Sds = 1.067, Ss = 1.34, S1 = 0.475, Sms = 1.601 LATERAL RESISTING SYSTEM: IN NORTH/SOUTH DIRECTION: ORDINARY STEEL BRACED FRAME, R = 3.25, Ω = 2, V = 91.8 kips IN EAST/WEST DIRECTION: ORDINARY STEEL MOMENT FRAME, R = 3.5, Ω = 3, V = 85.2 kips IMPT. FACTOR: ________________1.0 OTHER LOADS: LIVE LOAD: _________ N/A DEAD LOAD: ________ N/A MODULE SPECIFICATION: ANGLE MINIMUM NEAR SIDE OUTSIDE FLANGE REQUIRED STIFFENER TYPICAL UNLESS NOTED OTHERWISE ABBREVIATIONS: 186'-0" 7'-0" 293'-4" S2 (CARPORT) II-B NO 1 BUILDING INFORMATION: CANOPY BUILDING WIDTH: ________ CANOPY LOW CLEAR HEIGHT: ________ CANOPY BUILDING LENGTH: _____________________ 1. OCCUPANCY CLASSIFICATION:____________ 2. TYPE OF CONSTRUCTION:____________ 3. SPRINKLERS:____________ 4. # OF STORIES:____________ DEVELOPER / MANUFACTURER: DISTRIBUTED SOLAR DEVELOPMENT, LLC 200 HARBORSIDE DRIVE, SUITE 200 SCHENECTADY, NY 12305 (518) 949-0165 INSTALLER: RENEWABLE CONSTRUCTION SERVICES, INC. 605 VENTURE ST, ESCONDIDO CA 92029 PHONE: (760) 206-8285 CONTACT: DREW LIPPERT STRUCTURAL ENGINEER: APPLIED ENGINEERING CONSULTANTS, INC. 10360 CAREY DR., GRASS VALLEY CA, 95945 PHONE: (530) 838-5358 CONTACT: REX ARASHI GENERAL NOTES: DECK, BEAMS, AND COLUMNS AT CONNECTION POINTS MUST BE SCANNED FOR REBAR AND TENSION CABLES PRIOR TO FABRICATION OF STEEL AND THE RESULTS MUST BE SUBMITTED TO THE EOR FOR REVIEW. SHEET INDEX SHEET #SHEET NAME SG.0 GENERAL INFORMATION SG.1 ANCHOR PLAN SG.2 ROOF FRAMING PLAN SG.3 CROSS SECTIONS SG.4 CROSS SECTIONS SG.5 CROSS SECTIONS SG.6 CONC. ANCHOR DETAILS SG.7 CONC. ANCHOR DETAILS SG.8 STEEL CONNECTION DETAILS SG.9 STEEL CONNECTION DETAILS MULLER COMPANY GARAGE TOP SOLAR CANOPY 11/22/2021, 8:23:13 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 E MEMORY LANE N M A I N S T R E E T CP3 CP2 A.9 CP1 9 8 7 6 5 1 15 14 13 12 11 10 4 3 2 C D A B E F SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 1 0 / 1 1 / 2 1 PE R M I T AD S AJ N 2 1 1 / 9 / 2 1 PE R M I T AD S BF A-100 OVERALL SITE PLAN As design professional in responsible charge. 11/18/2021, 4:08:04 PM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 42'-10" [42.83'] 61' [61.00'] 42'-10" [42.83'] 17'-2" [17.17'] 25' [25.00'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 25' [25.00'] 16'-2" [16.17'] 15'-10" [15.83'] 45'-2" [45.17'] 17'-2" [17.17'] 25' [25.00'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 20'-6" [20.50'] 183' [183.00'] 185'-8" [185.67'] 288'-4" [288.33'] 18'-2" [18.17'] 18'-2" [18.17'] MINIMUM 7'-0" CLEAR TO BOTTOM OF BEAMS @ ALL LOCATIONS W12x40 COLUMN, TYP. ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 JACK BEAM-TO-CARRIER BEAM SHEAR TAB CONNECTION PER DETAIL 6/SG.8, TYP OF 4. 3/4" Ø ROD BRACING WHERE SHOWN ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 STANDARD BEAM TO JACK BEAM SHEAR TAB CONNECTION PER DETAIL 6/SG.8, TYP OF 4 ROD BRACING TO BEAM PER DETAIL 2/SG.9 ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 ROD BRACING BRACED FRAME PER DETAIL 1/SG.9 MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 07 / 1 8 / 2 0 2 2 PL A N C H E C K # 1 S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 10 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.1ANCHOR PLAN 1 ANCHOR PLAN 1" = 12' W21x101 JACK BEAM W10x19 TIE BEAM E 1 D C A NOTES: 1. ATTACHMENT POINTS SHOULD BE THOROUGHLY SCANNED FOR REINFORCING BARS AND TENDONS IN SLAB, COLUMNS AND BEAMS PRIOR TO FABRICATING COLUMNS AND BASE PLATES TO VERIFY THAT ANCHOR BOLTS WILL NOT INTERFERE WITH REINFORCING. 2. SEE FULL FRAME LINE ELEVATION VIEWS IN LATER SHEETS. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 F W21x44 BEAM W21x101 JACK BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM B W10x19 TIE BEAM N W10x19 TIE BEAM W10x19 TIE BEAM A.9 W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM 8/8/2022, 8:27:51 PM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945  Phone: 530-838-5358 ENGINEERING CALCULATIONS FOR MULLER SANTA ANA GARAGE SOLAR CANOPY 2677 N. Main St, Santa Ana, CA 92705 Date: 11/12/2021 Client: DSD / RCSI AEC Project Engineer: RHA AEC Project No.: 2021-SRS004 Project Description ........................................................................................................ T1 Wind Loading ................................................................................................................ T2 Calculations .................................................................................................................... 1 Appendix A: RISA-3D Model and Outputs .....................................................................A1 Appendix B: RISA Connection Reports .........................................................................B1 Appendix C: Hilti Profis Connection Reports ................................................................ C1 Appendix D: Enercalc Checks of Garage Structure ...................................................... D1 Appendix E: Supporting Documents ..............................................................................E1 11/12/2021, 7:57:53 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23  JOB Santa Ana Garage, Solar Canopy JOB NO. 2021-SRS004DATE 11/9/21 CLIENT Solar Racking BY     RHASHEET NO. T1 ProjectDescription: DSDandRCSIwillbebuildingalongspancanopystructureovertheparkinggarageatthissite.Thisset ofcalculationsisforthedesignofthatstructureanditsinteractionwiththeparkinggarage.Theadditionof aflexiblesteelcanopystructureontopofarigidconcretegaragestructurequalifiesforthetwo-stage seismicanalysisprocedureinASCE7-16.ThisallowsthesteelcanopytobedesignedusingtheRvaluesit wouldhaveasaground-basedsystem.  Thecanopywillbeasteelordinarymomentframeintheeast/westdirectionandasteelordinary concentricallybracedframeinthenorth/southdirection.Thecanopywillhavenoroofingmaterialontop butwillratherdirectlysupportsolarmodulesonthelightgaugepurlinsthatrunnorthtosouth.Thesolar moduleswillbedirectlymountedtothepurlinsusingboltstothemoduleframes.Thepurlinswillbe boltedtothemomentframelines.Thesteelcolumnsofthecanopywilllanddirectlyontopofconcrete columnsinthegaragestructureorontopofshearwalls.Thecolumnswillbeboltedtotheconcrete structureusingthreadedrodsetinHiltiepoxy.  TheRISA-3Dmodelhasbeendesignedwithfullypinbasedconnectionstotheconcretestructure.This willbeaccomplishedinthefieldbycreatingatightanchorboltpatterninthesteelcolumnbaseplates.  Thesecalculationsarearrangedinanumberofsectionsasoutlinedwiththetableofcontentsonthecover page.ThisfirstT1sheetgivethedesigncriteriaofthestructureandabasicdescriptionofit.TheT2and T3sheetsgivethewindloadingforthesite.TheCalculationspages(startingonPage1)provideanoutline ofthecalculationsperformedusingcomputerprogramsandprovidesadditionalcalculationsinareasthat arenotcoveredbythecomputermodeling.AppendixApresentstheRISA-3Dmodelandallofitsoutputs. AppendixBgivestheanalysisreportsforthevarioussteelconnectionsandAppendixCgivestheHilti anchoragereports.AppendixDprovidesEnercalcchecksofvariousportionsoftheexistinggarage. Finally,AppendixEholdsallofthesupportinginformationusedinthiscalculationset.  BuildingCodesUsed:  2019CBC,ASCE7-16,ACI318-14  RiskCategory:RiskCategoryIIStructure  WindLoadingCriteria: WindSpeedinArea:95MPH ExposureC,Iw=1.0  SeismicLoadingCriteria: SeismicDesignCategoryD Sds=1.067,Ss=1.334,S1=0.475,Sms=1.601  Ineast/westdirection: OrdinaryMomentFrame:R=3.5,Ω=3,I=1.0 Cs=0.305,V=85.2kips  Innorth/southdirection: OrdinaryBracedFrame:R=3.25,Ω=2,I=1.0 Cs=0.328,V=91.8kips  ExistingConcreteParkingGarage: OrdinaryReinforcedConcreteShearWall:R=4,Ω=2.5,I=1.0 Cs=0.27 2677 N Main St - 101110159-60 & 20175958-5902/07/23  JOB Santa Ana Garage, Solar Canopy JOB NO. 2021-SRS004DATE 11/9/21 CLIENT Solar Racking BY     RHASHEET NO. T1  GravityLoading:  GarageDeckLoading Load(psf) 5"Concretedeck 62.5 Maingirders@20.5'oc 24.0 Columns 3.2 D 89.7 L 50.0   CanopyRoofLoading Load(psf) Solarpanels 2.4 Lightgaugeframeing 0.7 Hotrolledframing 2.6 D 5.7   2677 N Main St - 101110159-60 & 20175958-5902/07/23 FIXEDSOLARARRAY MonoslopeRoofModel MainWindForceResistingSystem ExposureC Loadsignarepositiveasfollows Lateral Left h(ft)= 80 Kzt = 1 V(mph)= 95 G= 0.85 PanelWidth(in)= 81.9 Vertical Down hu(ft)= 7 Kd = 0.85 Ke= 1 q h (psf)= 21.4 E-WPostSpcg(ft)= na Moment Clockwise L panel (ft)=183 Kh = 1.09 L c (ft)= na WindLoadsonPanels(psf)andonNorth-SouthBeams(plf) Obstructed PanelAngle L(horiz) LoadCase P NW(psf) P NL (psf) Purlin-NW Purlin-NL P NW(psf)PNL (psf)Purlin-NW Purlin-NL 0.0 183.0 A 21.8 5.5 74.5 18.6 -9.1 -21.8 -31.0 -74.5 0.0 183.0 B -20.0 -1.8 -68.3 -6.2 -20.0 -10.9 -68.3 -37.3 5.0 182.3 A 21.8 5.5 74.5 18.6 -9.1 -21.8 -31.0 -74.5 5.0 182.3 B -20.0 -1.8 -68.3 -6.2 -20.0 -10.9 -68.3 -37.3 Loadsonfascia:32.1 windward -21.4 leeward 2019CBCWindLoadCalculation(perASCE7-16,Section27.3.2,Figure27.3-4, Unobstructed 2677 N Main St - 101110159-60 & 20175958-5902/07/23 FIXEDSOLARARRAY MonoslopeRoofModel MainWindForceResistingSystem ExposureC Loadsignarepositiveasfollows Lateral Left h(ft)= 80 Kzt = 1 V(mph)= 95 G= 0.85 PanelWidth(in)= 81.9 Vertical Down hu(ft)= 7 Kd = 0.85 Ke= 1 q h (psf)= 21.4 E-WPostSpcg(ft)= na Moment Clockwise L panel (ft)=183 Kh = 1.09 L c (ft)= na WindLoadsonPanels(psf)andonNorth-SouthBeams(plf) Obstructed HorizontalDist LoadCase P(psf)Purlin P(psf)Purlin <h A -14.6 -49.7 -21.8 -74.5 B 14.6 49.7 9.1 31.0 >h,<2h A -10.9 -37.3 -16.4 -55.9 B 9.1 31.0 9.1 31.0 >2h A -5.5 -18.6 -10.9 -37.3 B 5.5 18.6 5.5 18.6 Loadsonfascia: 32.1 windward -21.4 leeward 2019CBCWindLoadCalculation(perASCE7-16,Section27.3.2,Figure27.3-7, Unobstructed 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/9/21 Canopy Design (See Appendix A): The canopy was designed in RISA-3D. The results for that analysis as well as model views of the framing are provided in Appendix A. In the RISA model, the structural steel members and nodes are labeled based on the gridlines in order to make association easier. For instance, the column at the intersection of Lines A and 13 is column "Col A13." The beams along Line 7 are "B7-1, 2, 3, etc." starting from Line A and counting higher toward Line F. The jack beams that span over the end drive aisle area are labeled B-Jack-Line C or D. The purlins are labeled slightly different. The first purlin line at the west side, for instance, is "P1-#" with the first bay at the north all being number 1 purlins; in other words, the purlin at the west most line that is furthest north is P1-2 (there is no purlin in the northern most bay at Line 1) and the purlin at the fifth line from the west and in the northern most bay is P5-1. In the model, the lateral resisting system in the east/west direction is a Steel Ordinary Moment Frame. These moment frames occur along number Lines from 1 to 15. The lateral resisting system in the north/south direction is a Steel Ordinary Concentrically Braced Frame. Lines A, C, D and F all have rod bracing braced frames. Lines C and D have significantly more rod braces due to larger tributary area and in an effort to reduce lateral loading to the columns along the ramp. The results for member sizes based on the RISA model are summarized below: RISA Member Results: Hot Rolled Members: Columns: W12x40 Beams at all Lines: W21x44 Jack beams at Lines C and D: W21x101 Drage beams at Braced Lines: W10x19 Rod bracing at roof level and Lines A, C, D and F: 3/4" diameter Materials: W sections are A572 Gr 50, rod bracing is A572 Gr 50. Light Gauge Members: Majority of purlins: 800S350-54 Purlins at perimeter: 800S350-97 Purlins in northwest and northeast corners btwn Lines 2 and 3: 800S350-68 Blocking at purlin midspan: 600S200-54 Page 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/9/21 Materials: Light gauge purlins are A653 Gr 55, blocking are A653 Gr 33 Plate Material In Connections: Use A572 Gr 50 Connection Design (See Appendix B): All of the connections were analyzed in RISA Connection. The load combinations in RISA-3D included overstrength combinations for analysis of the connections and these were transferred to Connection. Due to the large volume of connections, only the most heavily loaded connection for each geometry were presented in Appendix B. There are six main connection geometries modeled in RISA Connection: 1. Beam-to-Beam Moment Splices: This occurs at various locations along the moment frame lines and is intended to assist in erection/transportation of beams. These consist of mating plates welded to the ends of each beam with an 8 bolt pattern connecting them in the field. 2. Girder/Beam Shear Tab: This occurs where a carrier beam supports another beam that tees into it. Line 2 is supported by jack beams and use this connection. The jack beams are hung on the beams at Lines 1 and 3 in the same manner. These consist of a shear tab welded inside the flanges of the carrier beam with the supported beam having its flanges cut back and web bolted to the shear tab. The shear tab connections for the braced frame top beams are calculated similarly and an example of that is also included in the Appendix. 3. Single Column Base Plate: Occurs at the base of all columns. These are a simple base plate welded to the column with a 4.5" x 4.5" bolt pattern with four total anchor bolts. 4. Beam-to-Column Connection: This occurs at every beam to column location. These consist of a mating plate welded to the top of the column with an 8 bolt pattern for connecting it in the field to the beam bottom flange. The beam also has web stiffeners welded inside its flanges and in line with the flanges of the columns below. The results for each of these is presented below: RISA Connection Results: Girder/Beam Shear Tab: Shear tab is a 3/8" plate welded full height of the carrier beam with a 1/4" fillet weld all around. The supported beam has its flanges trimmed back. The two are bolted together with four 3/4" diameter A325-N spaced at 4" oc vertically with 1-1/2" minimum edge distance. Single Column Base Plate: 1" thick x 12.5" x 8.5" base plate welded all around to the Page 2 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/9/21 column with 1/4" fillets. The base plate has a 4.5" x 4.5" anchor bolt spread utilizing four 7/8" diameter anchors. Beam-to-Beam Moment Splices: At W21x44 beams: 1" thick x 7-1/2" wide x 27-11/16" tall mating plates welded to the end of each beam with full penetration welds. These plates bolt together in the field using eight 3/4" diameter A325N bolts. Beam-to-Column Connections: 1" thick x 8.5" wide x 24" long mating plate welded to top of column with full penetration welds all around. Bolted to the bottom flange of the beam in the field with eight A325N bolts: use 3/4" diameter at the W21x44. The plate stiffeners at the beam will be welded to the beam with 1/2" fillets: use 3/4" thick plate at the W21x44. At column B9, the plate can be 21.5" long instead. Hilti Connection Design (See Appendix C): The worst-case loading conditions were analyzed for each existing garage anchorage case. Notice that in many of the anchorage calculations, the anchors show a failure condition in concrete breakout. Hilti Profis, unfortunately, does not check conditions for transfer of the loading to adjacent rebar. Some of those connection will need further analysis here to prove them. Connections at A10, A11, B1, B15, C3, C4, C15, D3, D4 & E1: See Calculations C1 & C2 All of these columns rise above the deck and can be fastened directly into from the top with epoxy bolts. The worst-case loading for these is at A11 and D4. Both of these work. Connection at C12, C13 and C14: These connections do not actually anchor to the concrete at all. Instead, they employ four threaded rod anchor bolts that drop thru the slab and saddle around the concrete beam below. The shear from the columns is transfered from the anchor rods to the slab. Connections at C5 thru C11 (excluding C6-C8) and D5 thru D11: See Calculations C3 and C4 All of these columns rise above the deck and can be fastened directly into from the top with epoxy bolts. Due to constraints at these columns, the standard base plate Page 3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/9/21 will be used to embed bolts into the top of the column to resist shear, but anchor rods will drop down the side of the column and fasten below the tension tendons from the beams to resolve uplift. The worst-case shear loading at one of these anchor points is at C11: ̗Vmax 9.7kip See Calculation C3 for check of shear transfer. Use (4) 7/8" dia F1554 Gr 55 rods in HIT HY-200 epoxy with 8" embed. The worst-case uplift loading at one of these anchor points is at D5: , the connections to column will each take 1/2 of this load.̗Tmax -20.25 kip See Calculation C4 for check of tension transfer. Use (3) 7/8" dia F1554 Gr 55 rods in HIT HY-200 epoxy with 8" embed one each side of column. Connection at C6, C7 and C8: These connections use a combination of saddling the beam like at C12 and bolting to the column as in C5. Loads are similar to each of these. The shear is transferred to the column top just like at C5. Connections at C1 and D1: See Calculation C5 These saddle connections attach to a 12" thick shear wall. This saddle will wrap around the two sides of the wall with through bolts through the wall. Use (4) 7/8" diameter F1554 Gr 55 rods. Connection at B2: See Calculation C6 This saddle connection attaches to a column that rises above deck. This saddle will wrap around the two sides of the column with (3) 1" diameter F1554 Gr 55 rods embeded 8" in HIT HY-200. This connection shows failure in shear breakout, but the shear in this case is running parallel to the tension rebar in the concrete column. This column has 4-#11 and 6-#8 bars spread out in it. A single #8 bar in tension can carry the load transferred from the connection. Page 4 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/9/21 Connections at A3 thru A9, A12 thru A13, F5 thru F10 : See calculation C7 & C8 These connections use a mix of saddling the beam and bolting to the side of the column below. The worst loading condition occurs at F3 and A10: , ̗Tmax -12.7kip ̗Vmax 17.8 kip Brackets to the side of the column each take 1/4 of the tension load and the beam saddle takes 1/2 of it. The 4 bolts passing through the slab each take 1/4 of the shear. See Calculation C7. Attach brackets to side of column w/ (2) 7/8" dia F1554 Gr 55 w/ 8" embedment into the concrete column. See Calculation C8. The rods passing through the slab are capable of carrying the shear load. The saddle connection to the beam and side brackets to the column have been checked prior for higher loads that these columns experience. Enercalc Checks of Garage Components (See Appendix D) There are a number of connection types to the garage with differing existing conditions. The tensile capacity of the highest load member types has already been investigated in the previous section with checks of tensile rebar. That leaves us with investigating the shear transfer to the garage. At locations where the connection sits on the slab with a column below, the shear will transfer directly into the slab which will carry it to the shear walls. At C1 and D1, the saddle transfers shear directly into the shear walls below or the column below. The condition that is most important to further investigate is the connetion to columns that rise up above the deck. The following locations were investigated: Column A10: This column extends 3'-6" above the deck and experiences the highest shear reaction from the canopy at 17.8 kips. See calculation D1. Column C5: This column extends 13'-3" (the highest unsupported rise) above the deck, but carries a lesser load at 7 kips. See calculation D2. Page 5 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/9/21 Lateral Check of Existing Structure: The existing parking garage has a weight at the upper deck as follows: ̗Wdeck =Έ89.7psf 47300 ft2 ⎛⎝Έ4.243 10 3 ⎞⎠ kip The base shear attributable to the top deck of the concrete garage is as follows (conservative as the top deck would receive more based on vertical distribution of the total base shear per ASCE Section 12.8.3): , ̗Cs 0.27 ̗Vgarage =ΈCs Wdeck ⎛⎝Έ1.146 10 3 ⎞⎠ kip The total maximum base shear of the canopy from RISA in either principal direction is: ̗Vcanopy 91.8 kip The increase in lateral loading is as follows: < 10% =―――Vcanopy Vgarage 0.08 =>Lateral system of existing garage is OK in accordance with California Existing Building Code. Page 6 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixA RISA-3D Model 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 2 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 3 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 4 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 5 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 6 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 7 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 8 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 9 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 0 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 1 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 2 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 3 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 4 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 5 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 6 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page1 NodeCoordinates Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1 A3 0 205.08 41.80103 2 A4 0 205.08 62.254133 3 A5 0 205.08 82.752325 4 A6 0 205.08 103.234504 5 A7 0 205.08 123.716878 6 A8 0 205.08 144.194128 7 A9 0 205.08 164.654496 8 A10 0 205.08 185.102345 9 A11 0 205.08 205.615889 10 A12 0 205.08 226.102496 11 A13 0 205.08 246.54383 12 B1 17.977467 205.08 0 13 B15 15.604054 205.08 287.720009 14 C1 60.680443 205.08 0 15 C2 60.680443 205.08 16.847671 16 C3 60.680443 205.08 41.80103 17 C4 60.680443 205.08 62.254133 18 C5 60.680443 205.08 82.752325 19 C6 60.680443 205.08 103.234504 20 C7 60.680443 205.08 123.716878 21 C8 60.680443 205.08 144.194128 22 C9 60.680443 205.08 164.654496 23 C10 60.680443 205.08 185.102345 24 C11 60.680443 205.08 205.615889 25 C12 60.680443 205.08 226.102496 26 C13 60.680443 205.08 246.54383 27 C15 60.680443 205.08 287.720009 28 D1 121.65753 205.08 0 29 D2 121.65753 205.08 16.847671 30 D3 121.65753 205.08 41.80103 31 D4 121.65753 205.08 62.254133 32 D5 121.65753 205.08 82.752325 33 D6 121.65753 205.08 103.234504 34 D7 121.65753 205.08 123.716878 35 D8 121.65753 205.08 144.194128 36 D9 121.65753 205.08 164.654496 37 D10 121.65753 205.08 185.102345 38 D11 121.65753 205.08 205.615889 39 E1 164.509136 205.08 0 40 CD14 80.68 205.08 271.585884 41 CD15 80.501094 205.08 287.720009 42 F3 182.46553 205.08 41.80103 43 F4 182.46553 205.08 62.254133 44 F5 182.46553 205.08 82.752325 45 F6 182.46553 205.08 103.234504 46 F7 182.46553 205.08 123.716878 47 F8 182.46553 205.08 144.194128 48 F9 182.46553 205.08 164.654496 49 F10 182.46553 205.08 185.102345 50 B1B 17.977467 198.89 0 51 D1B 121.65753 198.95 0 52 C1B 60.680443 198.9 0 53 E1B 164.509136 198.86 0 54 A3B 0 195.38 41.80103 55 A4B 0 195.38 62.254133 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page2 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 56 A5B 0 195.32 82.752325 57 A6B 0 195.35 103.234504 58 A7B 0 195.41 123.716878 59 A8B 0 195.36 144.194128 60 A9B 0 195.4 164.654496 61 A10B 0 198.78 185.102345 62 A11B 0 198.85 205.615889 63 A12B 0 195.38 226.102496 64 A13B 0 195.38 246.54383 65 B15B 15.604054 198.83 287.720009 66 C3B 60.680443 197.99 41.80103 67 C4B 60.680443 198.51 62.254133 68 C5B 60.680443 199.25 82.752325 69 C6B 60.680443 199.65 103.234504 70 C7B 60.680443 199.26 123.716878 71 C8B 60.680443 198.83 144.194128 72 C9B 60.680443 198.32 164.654496 73 C10B 60.680443 197.81 185.102345 74 C11B 60.680443 197.48 205.615889 75 C12B 60.680443 198.01 226.102496 76 C13B 60.680443 194.23 246.54383 77 C15B 60.680443 198.83 287.720009 78 D3B 121.65753 198.15 41.80103 79 D4B 121.65753 198.57 62.254133 80 D5B 121.65753 199.24 82.752325 81 D6B 121.65753 199.73 103.234504 82 D7B 121.65753 199.2 123.716878 83 D8B 121.65753 198.91 144.194128 84 D9B 121.65753 198.46 164.654496 85 D10B 121.65753 197.97 185.102345 86 D11B 121.65753 197.48 205.615889 87 F3B 182.46553 195.36 41.80103 88 F4B 182.46553 195.47 62.254133 89 F5B 182.46553 195.44 82.752325 90 F6B 182.46553 195.36 103.234504 91 F7B 182.46553 195.38 123.716878 92 F8B 182.46553 195.9 144.194128 93 F9B 182.46553 195.54 164.654496 94 F10B 182.46553 195.43 185.102345 95 N111 45.680443 205.08 103.234504 96 N112 45.680443 205.08 185.102345 97 N113 45.680443 205.08 41.80103 98 N114 45.680443 205.08 62.254133 99 N115 45.680443 205.08 82.752325 100 N116 45.680443 205.08 123.716878 101 N117 45.680443 205.08 144.194128 102 N118 45.680443 205.08 164.654496 103 N119 45.680443 205.08 205.615889 104 N120 40.680443 205.08 226.102496 105 N121 40.680443 205.08 246.54383 106 N122 91.180443 205.08 103.234504 107 N123 91.180443 205.08 185.102345 108 N124 91.180443 205.08 41.80103 109 N125 91.180443 205.08 62.254133 110 N126 91.180443 205.08 82.752325 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page3 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 111 N127 91.180443 205.08 123.716878 112 N128 91.180443 205.08 144.194128 113 N129 91.180443 205.08 164.654496 114 N130 91.180443 205.08 205.615889 115 N131 80.68 205.08 226.102496 116 N132 80.68 205.08 246.54383 117 N133 136.65753 205.08 62.254133 118 N134 136.65753 205.08 41.80103 119 N135 136.65753 205.08 82.752325 120 N136 136.65753 205.08 103.234504 121 N137 136.65753 205.08 123.716878 122 N138 136.65753 205.08 144.194128 123 N139 136.65753 205.08 164.654496 124 N140 136.65753 205.08 185.102345 125 N141 141.65753 205.08 205.615889 126 N142 30.3 205.08 16.847671 127 N143 91.180443 205.08 16.847671 128 N144 152.05753 205.08 16.847671 129 N145 65.680443 205.08 0 130 N146 116.65753 205.08 0 131 N147 48.680443 205.08 287.720009 132 N148 48.680443 205.08 271.553404 133 N149 93.326276 205.08 -1.000329 134 N150 89.03461 205.08 -1.000329 135 N153 89.03461 205.08 19.848 136 N154 89.03461 205.08 44.801 137 N155 89.03461 205.08 65.254 138 N156 89.03461 205.08 85.752 139 N157 89.03461 205.08 106.235 140 N158 89.03461 205.08 126.717 141 N159 89.03461 205.08 147.194 142 N160 89.03461 205.08 167.654 143 N161 89.03461 205.08 188.102 144 N162 89.03461 205.08 214 145 N165 93.326276 205.08 19.848 146 N166 93.326276 205.08 44.801 147 N167 93.326276 205.08 65.254 148 N168 93.326276 205.08 85.752 149 N169 93.326276 205.08 106.235 150 N170 93.326276 205.08 126.717 151 N171 93.326276 205.08 147.194 152 N172 93.326276 205.08 167.654 153 N173 93.326276 205.08 188.102 154 N174 93.326276 205.08 214 155 N179 86.461693 205.08 106.235 156 N180 86.461693 205.08 126.717 157 N181 82.170026 205.08 -1.000329 158 N182 82.170026 205.08 19.848 159 N183 86.461693 205.08 167.654 160 N184 86.461693 205.08 188.102 161 N185 86.461693 205.08 65.254 162 N186 86.461693 205.08 85.752 163 N187 86.461693 205.08 -1.000329 164 N188 86.461693 205.08 19.848 165 N189 82.170026 205.08 44.801 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page4 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 166 N190 86.461693 205.08 44.801 167 N191 82.170026 205.08 65.254 168 N192 82.170026 205.08 85.752 169 N193 82.170026 205.08 106.235 170 N194 82.170026 205.08 126.717 171 N195 82.170026 205.08 147.194 172 N196 86.461693 205.08 147.194 173 N197 82.170026 205.08 167.654 174 N198 82.170026 205.08 188.102 175 N199 82.170026 205.08 214 176 N200 86.461693 205.08 214 177 N207 100.19086 205.08 106.235 178 N208 100.19086 205.08 126.717 179 N209 95.899193 205.08 -1.000329 180 N210 95.899193 205.08 19.848 181 N211 100.19086 205.08 167.654 182 N212 100.19086 205.08 188.102 183 N213 100.19086 205.08 65.254 184 N214 100.19086 205.08 85.752 185 N215 100.19086 205.08 -1.000329 186 N216 100.19086 205.08 19.848 187 N217 95.899193 205.08 44.801 188 N218 100.19086 205.08 44.801 189 N219 95.899193 205.08 65.254 190 N220 95.899193 205.08 85.752 191 N221 95.899193 205.08 106.235 192 N222 95.899193 205.08 126.717 193 N223 95.899193 205.08 147.194 194 N224 100.19086 205.08 147.194 195 N225 95.899193 205.08 167.654 196 N226 95.899193 205.08 188.102 197 N227 95.899193 205.08 214 198 N228 100.19086 205.08 214 199 N233 75.305443 205.08 188.102 200 N234 75.305443 205.08 19.848 201 N235 75.305443 205.08 126.717 202 N236 75.305443 205.08 44.801 203 N237 79.59711 205.08 208.616 204 N238 79.59711 205.08 188.102 205 N239 79.59711 205.08 147.194 206 N240 79.59711 205.08 249.544 207 N241 79.59711 205.08 -1.000329 208 N242 75.305443 205.08 167.654 209 N243 79.59711 205.08 19.848 210 N244 75.305443 205.08 208.616 211 N245 79.59711 205.08 229.102 212 N246 79.59711 205.08 106.235 213 N247 79.59711 205.08 126.717 214 N248 75.305443 205.08 -1.000329 215 N249 79.59711 205.08 167.654 216 N250 79.59711 205.08 65.254 217 N251 79.59711 205.08 293.092671 218 N252 79.59711 205.08 85.752 219 N253 79.59711 205.08 44.801 220 N254 75.305443 205.08 65.254 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page5 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 221 N255 75.305443 205.08 85.752 222 N256 75.305443 205.08 106.235 223 N257 75.305443 205.08 147.194 224 N258 75.305443 205.08 229.102 225 N259 75.305443 205.08 249.544 226 N260 75.305443 205.08 293.092671 227 N261 72.732526 205.08 293.092671 228 N262 72.732526 205.08 249.544 229 N263 68.44086 205.08 167.654 230 N264 68.44086 205.08 106.235 231 N265 72.732526 205.08 19.848 232 N266 72.732526 205.08 126.717 233 N267 68.44086 205.08 188.102 234 N268 72.732526 205.08 188.102 235 N269 68.44086 205.08 19.848 236 N270 68.44086 205.08 126.717 237 N271 68.44086 205.08 44.801 238 N272 72.732526 205.08 208.616 239 N273 72.732526 205.08 147.194 240 N274 72.732526 205.08 -1.000329 241 N275 68.44086 205.08 208.616 242 N276 72.732526 205.08 229.102 243 N277 72.732526 205.08 106.235 244 N278 68.44086 205.08 -1.000329 245 N279 72.732526 205.08 167.654 246 N280 72.732526 205.08 65.254 247 N281 68.44086 205.08 229.102 248 N282 72.732526 205.08 85.752 249 N283 72.732526 205.08 44.801 250 N284 68.44086 205.08 65.254 251 N285 68.44086 205.08 85.752 252 N286 68.44086 205.08 249.544 253 N287 68.44086 205.08 147.194 254 N288 68.44086 205.08 293.092671 255 N289 65.867943 205.08 249.544 256 N290 65.867943 205.08 -1.000329 257 N291 65.867943 205.08 19.848 258 N292 65.867943 205.08 188.102 259 N293 61.576276 205.08 293.092671 260 N294 61.576276 205.08 19.848 261 N295 65.867943 205.08 65.254 262 N296 65.867943 205.08 126.717 263 N297 65.867943 205.08 106.235 264 N298 61.576276 205.08 229.102 265 N299 61.576276 205.08 106.235 266 N300 61.576276 205.08 44.801 267 N301 65.867943 205.08 147.194 268 N302 65.867943 205.08 293.092671 269 N303 61.576276 205.08 167.654 270 N304 61.576276 205.08 188.102 271 N305 61.576276 205.08 126.717 272 N306 65.867943 205.08 208.616 273 N307 61.576276 205.08 208.616 274 N308 65.867943 205.08 229.102 275 N309 61.576276 205.08 -1.000329 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page6 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 276 N310 65.867943 205.08 167.654 277 N311 65.867943 205.08 85.752 278 N312 65.867943 205.08 44.801 279 N313 61.576276 205.08 65.254 280 N314 61.576276 205.08 85.752 281 N315 61.576276 205.08 249.544 282 N316 61.576276 205.08 147.194 283 N317 54.711693 205.08 147.194 284 N318 54.711693 205.08 126.717 285 N319 54.711693 205.08 44.801 286 N320 54.711693 205.08 229.102 287 N321 59.00336 205.08 293.092671 288 N322 59.00336 205.08 249.544 289 N323 59.00336 205.08 208.616 290 N324 59.00336 205.08 85.752 291 N325 59.00336 205.08 -1.000329 292 N326 54.711693 205.08 249.544 293 N327 59.00336 205.08 19.848 294 N328 59.00336 205.08 188.102 295 N329 54.711693 205.08 293.092671 296 N330 54.711693 205.08 19.848 297 N331 59.00336 205.08 65.254 298 N332 59.00336 205.08 126.717 299 N333 59.00336 205.08 106.235 300 N334 54.711693 205.08 106.235 301 N335 59.00336 205.08 147.194 302 N336 54.711693 205.08 167.654 303 N337 54.711693 205.08 188.102 304 N338 54.711693 205.08 208.616 305 N339 59.00336 205.08 229.102 306 N340 54.711693 205.08 -1.000329 307 N341 59.00336 205.08 167.654 308 N342 59.00336 205.08 44.801 309 N343 54.711693 205.08 65.254 310 N344 54.711693 205.08 85.752 311 N345 47.84711 205.08 65.254 312 N346 47.84711 205.08 293.092671 313 N347 47.84711 205.08 19.848 314 N348 47.84711 205.08 126.717 315 N349 52.138776 205.08 167.654 316 N350 47.84711 205.08 208.616 317 N351 52.138776 205.08 106.235 318 N352 52.138776 205.08 229.102 319 N353 52.138776 205.08 249.544 320 N354 47.84711 205.08 249.544 321 N355 47.84711 205.08 147.194 322 N356 47.84711 205.08 44.801 323 N357 47.84711 205.08 229.102 324 N358 52.138776 205.08 293.092671 325 N359 52.138776 205.08 208.616 326 N360 52.138776 205.08 85.752 327 N361 52.138776 205.08 -1.000329 328 N362 52.138776 205.08 19.848 329 N363 52.138776 205.08 188.102 330 N364 52.138776 205.08 65.254 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page7 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 331 N365 52.138776 205.08 126.717 332 N366 47.84711 205.08 106.235 333 N367 52.138776 205.08 147.194 334 N368 47.84711 205.08 167.654 335 N369 47.84711 205.08 188.102 336 N370 47.84711 205.08 -1.000329 337 N371 52.138776 205.08 44.801 338 N372 47.84711 205.08 85.752 339 N373 40.982526 205.08 167.654 340 N374 45.274193 205.08 208.616 341 N375 45.274193 205.08 147.194 342 N376 40.982526 205.08 147.194 343 N377 40.982526 205.08 44.801 344 N378 40.982526 205.08 249.544 345 N379 40.982526 205.08 19.848 346 N380 40.982526 205.08 65.254 347 N381 40.982526 205.08 293.092671 348 N382 45.274193 205.08 106.235 349 N383 45.274193 205.08 229.102 350 N384 45.274193 205.08 249.544 351 N385 45.274193 205.08 19.848 352 N386 45.274193 205.08 65.254 353 N387 45.274193 205.08 85.752 354 N388 45.274193 205.08 167.654 355 N389 40.982526 205.08 126.717 356 N390 40.982526 205.08 208.616 357 N391 40.982526 205.08 229.102 358 N392 45.274193 205.08 293.092671 359 N393 45.274193 205.08 -1.000329 360 N394 45.274193 205.08 188.102 361 N395 45.274193 205.08 126.717 362 N396 40.982526 205.08 106.235 363 N397 40.982526 205.08 188.102 364 N398 40.982526 205.08 -1.000329 365 N399 45.274193 205.08 44.801 366 N400 40.982526 205.08 85.752 367 N401 38.40961 205.08 44.801 368 N402 34.117943 205.08 19.848 369 N403 34.117943 205.08 293.092671 370 N404 38.40961 205.08 106.235 371 N405 38.40961 205.08 188.102 372 N406 34.117943 205.08 249.544 373 N407 34.117943 205.08 -1.000329 374 N408 34.117943 205.08 106.235 375 N409 38.40961 205.08 208.616 376 N410 38.40961 205.08 229.102 377 N411 34.117943 205.08 188.102 378 N412 38.40961 205.08 147.194 379 N413 38.40961 205.08 126.717 380 N414 34.117943 205.08 85.752 381 N415 34.117943 205.08 147.194 382 N416 34.117943 205.08 167.654 383 N417 38.40961 205.08 167.654 384 N418 38.40961 205.08 65.254 385 N419 34.117943 205.08 44.801 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page8 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 386 N420 34.117943 205.08 65.254 387 N421 38.40961 205.08 249.544 388 N422 38.40961 205.08 19.848 389 N423 38.40961 205.08 85.752 390 N424 34.117943 205.08 126.717 391 N425 34.117943 205.08 208.616 392 N426 34.117943 205.08 229.102 393 N427 38.40961 205.08 293.092671 394 N428 38.40961 205.08 -1.000329 395 N429 27.25336 205.08 249.544 396 N430 27.25336 205.08 229.102 397 N431 27.25336 205.08 147.194 398 N432 27.25336 205.08 167.654 399 N433 27.25336 205.08 293.092671 400 N434 31.545026 205.08 44.801 401 N435 31.545026 205.08 229.102 402 N436 27.25336 205.08 19.848 403 N437 31.545026 205.08 167.654 404 N438 27.25336 205.08 188.102 405 N439 27.25336 205.08 126.717 406 N440 31.545026 205.08 65.254 407 N441 27.25336 205.08 65.254 408 N442 31.545026 205.08 106.235 409 N443 31.545026 205.08 188.102 410 N444 27.25336 205.08 -1.000329 411 N445 27.25336 205.08 106.235 412 N446 31.545026 205.08 208.616 413 N447 31.545026 205.08 147.194 414 N448 31.545026 205.08 126.717 415 N449 27.25336 205.08 85.752 416 N450 27.25336 205.08 44.801 417 N451 31.545026 205.08 249.544 418 N452 31.545026 205.08 19.848 419 N453 31.545026 205.08 293.092671 420 N454 31.545026 205.08 85.752 421 N455 27.25336 205.08 208.616 422 N456 31.545026 205.08 -1.000329 423 N457 20.388776 205.08 147.194 424 N458 20.388776 205.08 44.801 425 N459 24.680443 205.08 106.235 426 N460 24.680443 205.08 249.544 427 N461 20.388776 205.08 106.235 428 N462 20.388776 205.08 249.544 429 N463 24.680443 205.08 44.801 430 N464 20.388776 205.08 167.654 431 N465 20.388776 205.08 85.752 432 N466 24.680443 205.08 208.616 433 N467 24.680443 205.08 126.717 434 N468 24.680443 205.08 19.848 435 N469 24.680443 205.08 85.752 436 N470 20.388776 205.08 229.102 437 N471 20.388776 205.08 293.092671 438 N472 24.680443 205.08 229.102 439 N473 20.388776 205.08 19.848 440 N474 24.680443 205.08 167.654 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page9 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 441 N475 20.388776 205.08 188.102 442 N476 20.388776 205.08 126.717 443 N477 24.680443 205.08 65.254 444 N478 20.388776 205.08 65.254 445 N479 24.680443 205.08 188.102 446 N480 20.388776 205.08 -1.000329 447 N481 24.680443 205.08 147.194 448 N482 24.680443 205.08 293.092671 449 N483 20.388776 205.08 208.616 450 N484 24.680443 205.08 -1.000329 451 N485 17.81586 205.08 -1.000329 452 N486 17.81586 205.08 167.654 453 N487 17.81586 205.08 188.102 454 N488 13.524193 205.08 -1.000329 455 N489 17.81586 205.08 65.254 456 N490 17.81586 205.08 19.848 457 N491 17.81586 205.08 229.102 458 N492 13.524193 205.08 293.092671 459 N493 17.81586 205.08 147.194 460 N494 17.81586 205.08 106.235 461 N495 17.81586 205.08 249.544 462 N496 13.524193 205.08 229.102 463 N497 13.524193 205.08 65.254 464 N498 13.524193 205.08 147.194 465 N499 13.524193 205.08 106.235 466 N500 13.524193 205.08 167.654 467 N501 13.524193 205.08 126.717 468 N502 17.81586 205.08 293.092671 469 N503 13.524193 205.08 44.801 470 N504 13.524193 205.08 249.544 471 N505 17.81586 205.08 44.801 472 N506 13.524193 205.08 85.752 473 N507 17.81586 205.08 208.616 474 N508 17.81586 205.08 126.717 475 N509 17.81586 205.08 85.752 476 N510 13.524193 205.08 19.848 477 N511 13.524193 205.08 188.102 478 N512 13.524193 205.08 208.616 479 N513 6.65961 205.08 15.847671 480 N514 6.65961 205.08 167.654 481 N515 10.951276 205.08 65.254 482 N516 10.951276 205.08 208.616 483 N517 6.65961 205.08 188.102 484 N518 10.951276 205.08 147.194 485 N520 6.65961 205.08 106.235 486 N521 10.951276 205.08 229.102 487 N522 10.951276 205.08 167.654 488 N524 10.951276 205.08 85.752 489 N525 10.951276 205.08 249.544 490 N526 10.951276 205.08 44.801 491 N527 6.65961 205.08 65.254 492 N529 6.65961 205.08 208.616 493 N530 10.951276 205.08 126.717 494 N531 6.65961 205.08 44.801 495 N532 10.951276 205.08 15.847671 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page10 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 496 N533 10.951276 205.08 188.102 497 N534 10.951276 205.08 106.235 498 N535 6.65961 205.08 229.102 499 N536 6.65961 205.08 147.194 500 N537 6.65961 205.08 126.717 501 N538 6.65961 205.08 249.544 502 N539 6.65961 205.08 85.752 503 N540 38.40961 205.08 274.553 504 N541 75.305443 205.08 274.553 505 N542 61.576276 205.08 274.553 506 N543 59.00336 205.08 274.553 507 N544 79.59711 205.08 274.553 508 N545 68.44086 205.08 274.553 509 N546 24.680443 205.08 274.553 510 N547 72.732526 205.08 274.553 511 N548 65.867943 205.08 274.553 512 N549 54.711693 205.08 274.553 513 N550 27.25336 205.08 274.553 514 N551 52.138776 205.08 274.553 515 N552 47.84711 205.08 274.553 516 N553 45.274193 205.08 274.553 517 N554 40.982526 205.08 274.553 518 N555 34.117943 205.08 274.553 519 N556 31.545026 205.08 274.553 520 N557 20.388776 205.08 274.553 521 N558 17.81586 205.08 274.553 522 N559 13.524193 205.08 274.553 523 N560 10.951276 205.08 275.5 524 N561 6.65961 205.08 275.5 525 N562 4.086693 205.08 126.717 526 N563 -0.204974 205.08 106.235 527 N564 4.086693 205.08 147.194 528 N565 4.086693 205.08 65.254 529 N566 -0.204974 205.08 275.5 530 N567 -0.204974 205.08 65.254 531 N568 4.086693 205.08 85.752 532 N569 4.086693 205.08 188.102 533 N570 -0.204974 205.08 188.102 534 N571 -0.204974 205.08 167.654 535 N572 4.086693 205.08 208.616 536 N573 4.086693 205.08 229.102 537 N574 4.086693 205.08 167.654 538 N575 4.086693 205.08 249.544 539 N576 4.086693 205.08 44.801 540 N577 -0.204974 205.08 208.616 541 N578 -0.204974 205.08 44.801 542 N579 4.086693 205.08 106.235 543 N580 -0.204974 205.08 229.102 544 N581 -0.204974 205.08 147.194 545 N582 -0.204974 205.08 126.717 546 N583 -0.204974 205.08 249.544 547 N584 -0.204974 205.08 85.752 548 N585 -0.204974 205.08 15.847671 549 N586 4.086693 205.08 15.847671 550 N587 4.086693 205.08 275.5 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page11 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 551 N588 -0.25 205.08 103.234504 552 N589 -0.25 205.08 82.752325 553 N590 -0.25 205.08 16.847671 554 N591 -0.25 205.08 123.716878 555 N592 -0.25 205.08 41.80103 556 N593 -0.25 205.08 164.654496 557 N594 -0.25 205.08 271.553404 558 N595 -0.25 205.08 62.254133 559 N596 -0.25 205.08 144.194128 560 N597 -0.25 205.08 185.102345 561 N598 -0.25 205.08 205.615889 562 N599 -0.25 205.08 226.102496 563 N600 -0.25 205.08 246.54383 564 N602 102.763776 205.08 214 565 N603 107.055443 205.08 147.194 566 N604 102.763776 205.08 -1.000329 567 N605 107.055443 205.08 214 568 N606 102.763776 205.08 167.654 569 N607 107.055443 205.08 44.801 570 N608 102.763776 205.08 85.752 571 N611 107.055443 205.08 106.235 572 N612 102.763776 205.08 106.235 573 N613 107.055443 205.08 65.254 574 N614 107.055443 205.08 126.717 575 N615 102.763776 205.08 19.848 576 N616 107.055443 205.08 167.654 577 N617 107.055443 205.08 188.102 578 N618 107.055443 205.08 85.752 579 N619 107.055443 205.08 -1.000329 580 N620 107.055443 205.08 19.848 581 N621 102.763776 205.08 44.801 582 N622 102.763776 205.08 65.254 583 N623 102.763776 205.08 126.717 584 N624 102.763776 205.08 147.194 585 N625 102.763776 205.08 188.102 586 N630 109.62836 205.08 44.801 587 N631 109.62836 205.08 106.235 588 N632 109.62836 205.08 167.654 589 N633 109.62836 205.08 188.102 590 N634 113.920026 205.08 214 591 N635 109.62836 205.08 85.752 592 N636 113.920026 205.08 85.752 593 N637 113.920026 205.08 147.194 594 N638 109.62836 205.08 147.194 595 N639 113.920026 205.08 44.801 596 N640 113.920026 205.08 106.235 597 N641 109.62836 205.08 214 598 N642 109.62836 205.08 -1.000329 599 N645 113.920026 205.08 65.254 600 N646 113.920026 205.08 126.717 601 N648 109.62836 205.08 19.848 602 N649 113.920026 205.08 167.654 603 N650 113.920026 205.08 188.102 604 N651 113.920026 205.08 -1.000329 605 N652 113.920026 205.08 19.848 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page12 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 606 N653 109.62836 205.08 65.254 607 N654 109.62836 205.08 126.717 608 N657 116.492943 205.08 85.752 609 N658 120.78461 205.08 188.102 610 N659 116.492943 205.08 214 611 N660 116.492943 205.08 126.717 612 N661 120.78461 205.08 19.848 613 N662 116.492943 205.08 147.194 614 N665 116.492943 205.08 65.254 615 N666 116.492943 205.08 19.848 616 N667 120.78461 205.08 44.801 617 N668 120.78461 205.08 126.717 618 N669 116.492943 205.08 44.801 619 N671 116.492943 205.08 188.102 620 N672 116.492943 205.08 106.235 621 N673 116.492943 205.08 167.654 622 N674 120.78461 205.08 214 623 N675 120.78461 205.08 85.752 624 N676 120.78461 205.08 147.194 625 N677 120.78461 205.08 106.235 626 N678 116.492943 205.08 -1.000329 627 N681 120.78461 205.08 65.254 628 N682 120.78461 205.08 167.654 629 N683 120.78461 205.08 -1.000329 630 N685 123.357526 205.08 106.235 631 N686 123.357526 205.08 19.848 632 N687 123.357526 205.08 126.717 633 N688 127.649193 205.08 188.102 634 N689 123.357526 205.08 167.654 635 N691 123.522113 205.08 0 636 N693 123.357526 205.08 85.752 637 N694 127.649193 205.08 85.752 638 N695 127.649193 205.08 126.717 639 N696 127.649193 205.08 -1.000329 640 N697 127.649193 205.08 106.235 641 N698 123.357526 205.08 214 642 N699 127.649193 205.08 19.848 643 N700 123.357526 205.08 147.194 644 N702 123.357526 205.08 65.254 645 N703 127.649193 205.08 44.801 646 N704 123.357526 205.08 44.801 647 N705 123.357526 205.08 188.102 648 N706 127.649193 205.08 214 649 N707 127.649193 205.08 147.194 650 N708 123.357526 205.08 -1.000329 651 N711 127.649193 205.08 65.254 652 N712 127.649193 205.08 167.654 653 N714 130.22211 205.08 44.801 654 N716 130.22211 205.08 214 655 N717 130.22211 205.08 147.194 656 N718 130.22211 205.08 167.654 657 N719 134.513776 205.08 85.752 658 N720 130.22211 205.08 65.254 659 N721 134.513776 205.08 44.801 660 N722 130.22211 205.08 126.717 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page13 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 661 N723 134.513776 205.08 147.194 662 N725 130.22211 205.08 -1.000329 663 N726 130.22211 205.08 188.102 664 N727 134.513776 205.08 65.254 665 N728 130.22211 205.08 106.235 666 N729 130.22211 205.08 19.848 667 N730 134.513776 205.08 188.102 668 N732 130.386696 205.08 0 669 N733 130.22211 205.08 85.752 670 N734 134.513776 205.08 126.717 671 N735 134.513776 205.08 -1.000329 672 N736 134.513776 205.08 106.235 673 N737 134.513776 205.08 19.848 674 N739 134.513776 205.08 214 675 N741 134.513776 205.08 167.654 676 N743 137.086693 205.08 85.752 677 N744 137.086693 205.08 44.801 678 N746 141.37836 205.08 -1.000329 679 N748 137.086693 205.08 167.654 680 N750 141.37836 205.08 19.848 681 N751 137.086693 205.08 -1.000329 682 N752 137.086693 205.08 65.254 683 N753 137.086693 205.08 214 684 N754 137.086693 205.08 188.102 685 N755 141.37836 205.08 126.717 686 N757 137.086693 205.08 147.194 687 N758 141.37836 205.08 85.752 688 N759 141.37836 205.08 44.801 689 N760 137.086693 205.08 126.717 690 N761 141.37836 205.08 147.194 691 N762 141.37836 205.08 65.254 692 N763 137.086693 205.08 106.235 693 N764 137.086693 205.08 19.848 694 N765 141.37836 205.08 188.102 695 N767 141.37836 205.08 106.235 696 N768 141.37836 205.08 214 697 N769 141.37836 205.08 167.654 698 N756 148.242943 205.08 44.801 699 N770 148.242943 205.08 193.6 700 N772 143.951276 205.08 19.848 701 N773 143.951276 205.08 193.6 702 N774 143.951276 205.08 106.235 703 N775 143.951276 205.08 85.752 704 N776 143.951276 205.08 44.801 705 N777 148.242943 205.08 -1.000329 706 N778 143.951276 205.08 167.654 707 N779 148.242943 205.08 19.848 708 N780 143.951276 205.08 -1.000329 709 N781 143.951276 205.08 65.254 710 N782 143.951276 205.08 126.717 711 N784 148.242943 205.08 106.235 712 N785 148.242943 205.08 126.717 713 N786 143.951276 205.08 147.194 714 N787 148.242943 205.08 85.752 715 N788 148.242943 205.08 147.194 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page14 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 716 N789 148.242943 205.08 65.254 717 N790 148.242943 205.08 167.654 718 N793 155.107526 205.08 147.194 719 N794 155.107526 205.08 -1.000329 720 N795 155.107526 205.08 19.848 721 N796 155.107526 205.08 44.801 722 N797 150.81586 205.08 126.717 723 N799 150.81586 205.08 44.801 724 N800 155.107526 205.08 167.654 725 N802 155.107526 205.08 193.6 726 N803 150.81586 205.08 19.848 727 N804 150.81586 205.08 193.6 728 N805 150.81586 205.08 106.235 729 N806 150.81586 205.08 85.752 730 N807 150.81586 205.08 167.654 731 N808 150.81586 205.08 -1.000329 732 N809 150.81586 205.08 65.254 733 N811 155.107526 205.08 106.235 734 N812 155.107526 205.08 126.717 735 N813 150.81586 205.08 147.194 736 N814 155.107526 205.08 85.752 737 N815 155.107526 205.08 65.254 738 N810 157.680443 205.08 85.752 739 N817 157.680443 205.08 106.235 740 N818 161.97211 205.08 147.194 741 N819 157.680443 205.08 167.654 742 N820 161.97211 205.08 193.6 743 N821 157.680443 205.08 126.717 744 N823 157.680443 205.08 19.848 745 N824 161.97211 205.08 167.654 746 N825 157.680443 205.08 -1.000329 747 N826 157.680443 205.08 44.801 748 N827 161.97211 205.08 -1.000329 749 N828 161.97211 205.08 19.848 750 N829 161.97211 205.08 44.801 751 N830 157.680443 205.08 193.6 752 N831 157.680443 205.08 65.254 753 N832 161.97211 205.08 106.235 754 N833 161.97211 205.08 126.717 755 N834 157.680443 205.08 147.194 756 N835 161.97211 205.08 85.752 757 N836 161.97211 205.08 65.254 758 N838 168.836693 205.08 65.254 759 N839 168.836693 205.08 85.752 760 N840 168.836693 205.08 19.848 761 N841 164.545026 205.08 106.235 762 N842 168.836693 205.08 126.717 763 N843 168.836693 205.08 -1.000329 764 N845 164.545026 205.08 147.194 765 N846 168.836693 205.08 147.194 766 N847 168.836693 205.08 106.235 767 N848 164.545026 205.08 167.654 768 N849 164.545026 205.08 193.6 769 N850 164.545026 205.08 85.752 770 N851 168.836693 205.08 193.6 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page15 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 771 N852 164.545026 205.08 126.717 772 N853 164.545026 205.08 19.848 773 N854 168.836693 205.08 167.654 774 N855 164.545026 205.08 -1.000329 775 N856 164.545026 205.08 44.801 776 N857 168.836693 205.08 44.801 777 N859 164.545026 205.08 65.254 778 N860 175.701276 205.08 65.254 779 N861 171.40961 205.08 147.194 780 N862 171.40961 205.08 126.717 781 N863 175.701276 205.08 147.194 782 N864 171.40961 205.08 65.254 783 N865 175.701276 205.08 15.848 784 N866 175.701276 205.08 106.235 785 N867 171.40961 205.08 167.654 786 N868 175.701276 205.08 167.654 787 N869 175.701276 205.08 85.752 788 N870 175.701276 205.08 193.6 789 N872 171.40961 205.08 106.235 790 N873 175.701276 205.08 126.717 791 N875 171.40961 205.08 85.752 792 N878 171.40961 205.08 15.848 793 N879 171.40961 205.08 44.801 794 N880 175.701276 205.08 44.801 795 N881 171.40961 205.08 193.6 796 N874 182.56586 205.08 147.194 797 N882 182.56586 205.08 44.801 798 N883 178.274193 205.08 147.194 799 N884 178.274193 205.08 44.801 800 N885 178.274193 205.08 15.848 801 N886 182.56586 205.08 85.752 802 N887 182.56586 205.08 186.8 803 N888 178.274193 205.08 106.235 804 N889 182.56586 205.08 65.254 805 N890 178.274193 205.08 126.717 806 N891 178.274193 205.08 65.254 807 N892 182.56586 205.08 15.848 808 N893 182.56586 205.08 106.235 809 N894 178.274193 205.08 167.654 810 N895 182.56586 205.08 167.654 811 N897 182.56586 205.08 126.717 812 N898 178.274193 205.08 85.752 813 N899 178.274193 205.08 186.8 814 N900 13.477467 205.08 0 815 N901 169.009136 205.08 0 816 N896 182.71553 205.08 185.102345 817 N902 182.71553 205.08 144.194128 818 N903 182.71553 205.08 41.80103 819 N904 182.71553 205.08 164.654496 820 N905 182.71553 205.08 62.254133 821 N906 182.715245 205.08 16.847671 822 N907 182.71553 205.08 82.752325 823 N908 182.71553 205.08 103.234504 824 N909 182.71553 205.08 123.716878 825 N837 38.40961 205.08 41.80103 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page16 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 826 N844 34.117943 205.08 41.80103 827 N858 31.545026 205.08 41.80103 828 N871 27.25336 205.08 41.80103 829 N876 24.680443 205.08 41.80103 830 N877 20.388776 205.08 41.80103 831 N910 17.81586 205.08 41.80103 832 N911 13.524193 205.08 41.80103 833 N912 6.65961 205.08 41.80103 834 N913 10.951276 205.08 41.80103 835 N914 -0.204974 205.08 41.80103 836 N915 4.086693 205.08 41.80103 837 N916 89.03461 205.08 41.80103 838 N917 82.170026 205.08 41.80103 839 N918 86.461693 205.08 41.80103 840 N919 75.305443 205.08 41.80103 841 N920 79.59711 205.08 41.80103 842 N921 68.44086 205.08 41.80103 843 N922 72.732526 205.08 41.80103 844 N923 65.867943 205.08 41.80103 845 N924 61.576276 205.08 41.80103 846 N925 54.711693 205.08 41.80103 847 N926 59.00336 205.08 41.80103 848 N927 47.84711 205.08 41.80103 849 N928 52.138776 205.08 41.80103 850 N929 45.274193 205.08 41.80103 851 N930 40.982526 205.08 41.80103 852 N931 93.326276 205.08 41.80103 853 N932 95.899193 205.08 41.80103 854 N933 100.19086 205.08 41.80103 855 N934 102.763776 205.08 41.80103 856 N935 107.055443 205.08 41.80103 857 N936 109.62836 205.08 41.80103 858 N937 113.920026 205.08 41.80103 859 N938 116.492943 205.08 41.80103 860 N939 120.78461 205.08 41.80103 861 N940 123.357526 205.08 41.80103 862 N941 127.649193 205.08 41.80103 863 N942 130.22211 205.08 41.80103 864 N943 134.513776 205.08 41.80103 865 N944 137.086693 205.08 41.80103 866 N945 141.37836 205.08 41.80103 867 N946 143.951276 205.08 41.80103 868 N947 148.242943 205.08 41.80103 869 N948 155.107526 205.08 41.80103 870 N949 150.81586 205.08 41.80103 871 N950 161.97211 205.08 41.80103 872 N951 157.680443 205.08 41.80103 873 N952 168.836693 205.08 41.80103 874 N953 164.545026 205.08 41.80103 875 N954 171.40961 205.08 41.80103 876 N955 175.701276 205.08 41.80103 877 N956 178.274193 205.08 41.80103 878 N957 182.56586 205.08 41.80103 879 N958 34.117943 205.08 62.254133 880 N959 38.40961 205.08 62.254133 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page17 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 881 N960 31.545026 205.08 62.254133 882 N961 27.25336 205.08 62.254133 883 N962 24.680443 205.08 62.254133 884 N963 20.388776 205.08 62.254133 885 N964 17.81586 205.08 62.254133 886 N965 13.524193 205.08 62.254133 887 N966 10.951276 205.08 62.254133 888 N967 6.65961 205.08 62.254133 889 N968 4.086693 205.08 62.254133 890 N969 -0.204974 205.08 62.254133 891 N970 89.03461 205.08 62.254133 892 N971 82.170026 205.08 62.254133 893 N972 86.461693 205.08 62.254133 894 N973 75.305443 205.08 62.254133 895 N974 79.59711 205.08 62.254133 896 N975 68.44086 205.08 62.254133 897 N976 72.732526 205.08 62.254133 898 N977 61.576276 205.08 62.254133 899 N978 65.867943 205.08 62.254133 900 N979 54.711693 205.08 62.254133 901 N980 59.00336 205.08 62.254133 902 N981 47.84711 205.08 62.254133 903 N982 52.138776 205.08 62.254133 904 N983 45.274193 205.08 62.254133 905 N984 40.982526 205.08 62.254133 906 N985 93.326276 205.08 62.254133 907 N986 95.899193 205.08 62.254133 908 N987 100.19086 205.08 62.254133 909 N988 107.055443 205.08 62.254133 910 N989 102.763776 205.08 62.254133 911 N990 113.920026 205.08 62.254133 912 N991 109.62836 205.08 62.254133 913 N992 120.78461 205.08 62.254133 914 N993 116.492943 205.08 62.254133 915 N994 127.649193 205.08 62.254133 916 N995 123.357526 205.08 62.254133 917 N996 134.513776 205.08 62.254133 918 N997 130.22211 205.08 62.254133 919 N998 141.37836 205.08 62.254133 920 N999 137.086693 205.08 62.254133 921 N1000 148.242943 205.08 62.254133 922 N1001 143.951276 205.08 62.254133 923 N1002 150.81586 205.08 62.254133 924 N1003 155.107526 205.08 62.254133 925 N1004 161.97211 205.08 62.254133 926 N1005 157.680443 205.08 62.254133 927 N1006 168.836693 205.08 62.254133 928 N1007 164.545026 205.08 62.254133 929 N1008 175.701276 205.08 62.254133 930 N1009 171.40961 205.08 62.254133 931 N1010 182.56586 205.08 62.254133 932 N1011 178.274193 205.08 62.254133 933 N1012 38.40961 205.08 82.752325 934 N1013 34.117943 205.08 82.752325 935 N1014 31.545026 205.08 82.752325 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page18 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 936 N1015 27.25336 205.08 82.752325 937 N1016 24.680443 205.08 82.752325 938 N1017 20.388776 205.08 82.752325 939 N1018 17.81586 205.08 82.752325 940 N1019 13.524193 205.08 82.752325 941 N1020 10.951276 205.08 82.752325 942 N1021 6.65961 205.08 82.752325 943 N1022 4.086693 205.08 82.752325 944 N1023 -0.204974 205.08 82.752325 945 N1024 89.03461 205.08 82.752325 946 N1025 86.461693 205.08 82.752325 947 N1026 82.170026 205.08 82.752325 948 N1027 79.59711 205.08 82.752325 949 N1028 75.305443 205.08 82.752325 950 N1029 72.732526 205.08 82.752325 951 N1030 68.44086 205.08 82.752325 952 N1031 61.576276 205.08 82.752325 953 N1032 65.867943 205.08 82.752325 954 N1033 54.711693 205.08 82.752325 955 N1034 59.00336 205.08 82.752325 956 N1035 47.84711 205.08 82.752325 957 N1036 52.138776 205.08 82.752325 958 N1037 40.982526 205.08 82.752325 959 N1038 45.274193 205.08 82.752325 960 N1039 93.326276 205.08 82.752325 961 N1040 100.19086 205.08 82.752325 962 N1041 95.899193 205.08 82.752325 963 N1042 107.055443 205.08 82.752325 964 N1043 102.763776 205.08 82.752325 965 N1044 109.62836 205.08 82.752325 966 N1045 113.920026 205.08 82.752325 967 N1046 116.492943 205.08 82.752325 968 N1047 120.78461 205.08 82.752325 969 N1048 123.357526 205.08 82.752325 970 N1049 127.649193 205.08 82.752325 971 N1050 134.513776 205.08 82.752325 972 N1051 130.22211 205.08 82.752325 973 N1052 141.37836 205.08 82.752325 974 N1053 137.086693 205.08 82.752325 975 N1054 143.951276 205.08 82.752325 976 N1055 148.242943 205.08 82.752325 977 N1056 150.81586 205.08 82.752325 978 N1057 155.107526 205.08 82.752325 979 N1058 157.680443 205.08 82.752325 980 N1059 161.97211 205.08 82.752325 981 N1060 168.836693 205.08 82.752325 982 N1061 164.545026 205.08 82.752325 983 N1062 175.701276 205.08 82.752325 984 N1063 171.40961 205.08 82.752325 985 N1064 178.274193 205.08 82.752325 986 N1065 182.56586 205.08 82.752325 987 N1066 38.40961 205.08 103.234504 988 N1067 34.117943 205.08 103.234504 989 N1068 27.25336 205.08 103.234504 990 N1069 31.545026 205.08 103.234504 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page19 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 991 N1070 20.388776 205.08 103.234504 992 N1071 24.680443 205.08 103.234504 993 N1072 13.524193 205.08 103.234504 994 N1073 17.81586 205.08 103.234504 995 N1074 10.951276 205.08 103.234504 996 N1075 6.65961 205.08 103.234504 997 N1076 -0.204974 205.08 103.234504 998 N1077 4.086693 205.08 103.234504 999 N1078 89.03461 205.08 103.234504 1000 N1079 82.170026 205.08 103.234504 1001 N1080 86.461693 205.08 103.234504 1002 N1081 75.305443 205.08 103.234504 1003 N1082 79.59711 205.08 103.234504 1004 N1083 72.732526 205.08 103.234504 1005 N1084 68.44086 205.08 103.234504 1006 N1085 65.867943 205.08 103.234504 1007 N1086 61.576276 205.08 103.234504 1008 N1087 54.711693 205.08 103.234504 1009 N1088 59.00336 205.08 103.234504 1010 N1089 47.84711 205.08 103.234504 1011 N1090 52.138776 205.08 103.234504 1012 N1091 45.274193 205.08 103.234504 1013 N1092 40.982526 205.08 103.234504 1014 N1093 93.326276 205.08 103.234504 1015 N1094 95.899193 205.08 103.234504 1016 N1095 100.19086 205.08 103.234504 1017 N1096 102.763776 205.08 103.234504 1018 N1097 107.055443 205.08 103.234504 1019 N1098 113.920026 205.08 103.234504 1020 N1099 109.62836 205.08 103.234504 1021 N1100 120.78461 205.08 103.234504 1022 N1101 116.492943 205.08 103.234504 1023 N1102 123.357526 205.08 103.234504 1024 N1103 127.649193 205.08 103.234504 1025 N1104 130.22211 205.08 103.234504 1026 N1105 134.513776 205.08 103.234504 1027 N1106 137.086693 205.08 103.234504 1028 N1107 141.37836 205.08 103.234504 1029 N1108 148.242943 205.08 103.234504 1030 N1109 143.951276 205.08 103.234504 1031 N1110 150.81586 205.08 103.234504 1032 N1111 155.107526 205.08 103.234504 1033 N1112 157.680443 205.08 103.234504 1034 N1113 161.97211 205.08 103.234504 1035 N1114 168.836693 205.08 103.234504 1036 N1115 164.545026 205.08 103.234504 1037 N1116 171.40961 205.08 103.234504 1038 N1117 175.701276 205.08 103.234504 1039 N1118 178.274193 205.08 103.234504 1040 N1119 182.56586 205.08 103.234504 1041 N1120 34.117943 205.08 123.716878 1042 N1121 38.40961 205.08 123.716878 1043 N1122 31.545026 205.08 123.716878 1044 N1123 27.25336 205.08 123.716878 1045 N1124 24.680443 205.08 123.716878 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page20 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1046 N1125 20.388776 205.08 123.716878 1047 N1126 17.81586 205.08 123.716878 1048 N1127 13.524193 205.08 123.716878 1049 N1128 10.951276 205.08 123.716878 1050 N1129 6.65961 205.08 123.716878 1051 N1130 -0.204974 205.08 123.716878 1052 N1131 4.086693 205.08 123.716878 1053 N1132 89.03461 205.08 123.716878 1054 N1133 86.461693 205.08 123.716878 1055 N1134 82.170026 205.08 123.716878 1056 N1135 79.59711 205.08 123.716878 1057 N1136 75.305443 205.08 123.716878 1058 N1137 72.732526 205.08 123.716878 1059 N1138 68.44086 205.08 123.716878 1060 N1139 65.867943 205.08 123.716878 1061 N1140 61.576276 205.08 123.716878 1062 N1141 54.711693 205.08 123.716878 1063 N1142 59.00336 205.08 123.716878 1064 N1143 47.84711 205.08 123.716878 1065 N1144 52.138776 205.08 123.716878 1066 N1145 45.274193 205.08 123.716878 1067 N1146 40.982526 205.08 123.716878 1068 N1147 93.326276 205.08 123.716878 1069 N1148 100.19086 205.08 123.716878 1070 N1149 95.899193 205.08 123.716878 1071 N1150 107.055443 205.08 123.716878 1072 N1151 102.763776 205.08 123.716878 1073 N1152 109.62836 205.08 123.716878 1074 N1153 113.920026 205.08 123.716878 1075 N1154 116.492943 205.08 123.716878 1076 N1155 120.78461 205.08 123.716878 1077 N1156 123.357526 205.08 123.716878 1078 N1157 127.649193 205.08 123.716878 1079 N1158 130.22211 205.08 123.716878 1080 N1159 134.513776 205.08 123.716878 1081 N1160 137.086693 205.08 123.716878 1082 N1161 141.37836 205.08 123.716878 1083 N1162 143.951276 205.08 123.716878 1084 N1163 148.242943 205.08 123.716878 1085 N1164 150.81586 205.08 123.716878 1086 N1165 155.107526 205.08 123.716878 1087 N1166 161.97211 205.08 123.716878 1088 N1167 157.680443 205.08 123.716878 1089 N1168 168.836693 205.08 123.716878 1090 N1169 164.545026 205.08 123.716878 1091 N1170 175.701276 205.08 123.716878 1092 N1171 171.40961 205.08 123.716878 1093 N1172 182.56586 205.08 123.716878 1094 N1173 178.274193 205.08 123.716878 1095 N1174 34.117943 205.08 144.194128 1096 N1175 38.40961 205.08 144.194128 1097 N1176 27.25336 205.08 144.194128 1098 N1177 31.545026 205.08 144.194128 1099 N1178 24.680443 205.08 144.194128 1100 N1179 20.388776 205.08 144.194128 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page21 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1101 N1180 17.81586 205.08 144.194128 1102 N1181 13.524193 205.08 144.194128 1103 N1182 10.951276 205.08 144.194128 1104 N1183 6.65961 205.08 144.194128 1105 N1184 -0.204974 205.08 144.194128 1106 N1185 4.086693 205.08 144.194128 1107 N1186 89.03461 205.08 144.194128 1108 N1187 82.170026 205.08 144.194128 1109 N1188 86.461693 205.08 144.194128 1110 N1189 79.59711 205.08 144.194128 1111 N1190 75.305443 205.08 144.194128 1112 N1191 72.732526 205.08 144.194128 1113 N1192 68.44086 205.08 144.194128 1114 N1193 65.867943 205.08 144.194128 1115 N1194 61.576276 205.08 144.194128 1116 N1195 59.00336 205.08 144.194128 1117 N1196 54.711693 205.08 144.194128 1118 N1197 52.138776 205.08 144.194128 1119 N1198 47.84711 205.08 144.194128 1120 N1199 40.982526 205.08 144.194128 1121 N1200 45.274193 205.08 144.194128 1122 N1201 93.326276 205.08 144.194128 1123 N1202 95.899193 205.08 144.194128 1124 N1203 100.19086 205.08 144.194128 1125 N1204 102.763776 205.08 144.194128 1126 N1205 107.055443 205.08 144.194128 1127 N1206 113.920026 205.08 144.194128 1128 N1207 109.62836 205.08 144.194128 1129 N1208 120.78461 205.08 144.194128 1130 N1209 116.492943 205.08 144.194128 1131 N1210 123.357526 205.08 144.194128 1132 N1211 127.649193 205.08 144.194128 1133 N1212 130.22211 205.08 144.194128 1134 N1213 134.513776 205.08 144.194128 1135 N1214 137.086693 205.08 144.194128 1136 N1215 141.37836 205.08 144.194128 1137 N1216 143.951276 205.08 144.194128 1138 N1217 148.242943 205.08 144.194128 1139 N1218 150.81586 205.08 144.194128 1140 N1219 155.107526 205.08 144.194128 1141 N1220 161.97211 205.08 144.194128 1142 N1221 157.680443 205.08 144.194128 1143 N1222 168.836693 205.08 144.194128 1144 N1223 164.545026 205.08 144.194128 1145 N1224 171.40961 205.08 144.194128 1146 N1225 175.701276 205.08 144.194128 1147 N1226 182.56586 205.08 144.194128 1148 N1227 178.274193 205.08 144.194128 1149 N1228 34.117943 205.08 164.654496 1150 N1229 38.40961 205.08 164.654496 1151 N1230 27.25336 205.08 164.654496 1152 N1231 31.545026 205.08 164.654496 1153 N1232 24.680443 205.08 164.654496 1154 N1233 20.388776 205.08 164.654496 1155 N1234 13.524193 205.08 164.654496 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page22 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1156 N1235 17.81586 205.08 164.654496 1157 N1236 6.65961 205.08 164.654496 1158 N1237 10.951276 205.08 164.654496 1159 N1238 -0.204974 205.08 164.654496 1160 N1239 4.086693 205.08 164.654496 1161 N1240 89.03461 205.08 164.654496 1162 N1241 82.170026 205.08 164.654496 1163 N1242 86.461693 205.08 164.654496 1164 N1243 75.305443 205.08 164.654496 1165 N1244 79.59711 205.08 164.654496 1166 N1245 68.44086 205.08 164.654496 1167 N1246 72.732526 205.08 164.654496 1168 N1247 61.576276 205.08 164.654496 1169 N1248 65.867943 205.08 164.654496 1170 N1249 54.711693 205.08 164.654496 1171 N1250 59.00336 205.08 164.654496 1172 N1251 47.84711 205.08 164.654496 1173 N1252 52.138776 205.08 164.654496 1174 N1253 40.982526 205.08 164.654496 1175 N1254 45.274193 205.08 164.654496 1176 N1255 93.326276 205.08 164.654496 1177 N1256 95.899193 205.08 164.654496 1178 N1257 100.19086 205.08 164.654496 1179 N1258 102.763776 205.08 164.654496 1180 N1259 107.055443 205.08 164.654496 1181 N1260 109.62836 205.08 164.654496 1182 N1261 113.920026 205.08 164.654496 1183 N1262 116.492943 205.08 164.654496 1184 N1263 120.78461 205.08 164.654496 1185 N1264 127.649193 205.08 164.654496 1186 N1265 123.357526 205.08 164.654496 1187 N1266 134.513776 205.08 164.654496 1188 N1267 130.22211 205.08 164.654496 1189 N1268 141.37836 205.08 164.654496 1190 N1269 137.086693 205.08 164.654496 1191 N1270 148.242943 205.08 164.654496 1192 N1271 143.951276 205.08 164.654496 1193 N1272 155.107526 205.08 164.654496 1194 N1273 150.81586 205.08 164.654496 1195 N1274 157.680443 205.08 164.654496 1196 N1275 161.97211 205.08 164.654496 1197 N1276 168.836693 205.08 164.654496 1198 N1277 164.545026 205.08 164.654496 1199 N1278 175.701276 205.08 164.654496 1200 N1279 171.40961 205.08 164.654496 1201 N1280 182.56586 205.08 164.654496 1202 N1281 178.274193 205.08 164.654496 1203 N1282 34.117943 205.08 185.102345 1204 N1283 38.40961 205.08 185.102345 1205 N1284 27.25336 205.08 185.102345 1206 N1285 31.545026 205.08 185.102345 1207 N1286 20.388776 205.08 185.102345 1208 N1287 24.680443 205.08 185.102345 1209 N1288 17.81586 205.08 185.102345 1210 N1289 13.524193 205.08 185.102345 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page23 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1211 N1290 6.65961 205.08 185.102345 1212 N1291 10.951276 205.08 185.102345 1213 N1292 -0.204974 205.08 185.102345 1214 N1293 4.086693 205.08 185.102345 1215 N1294 89.03461 205.08 185.102345 1216 N1295 86.461693 205.08 185.102345 1217 N1296 82.170026 205.08 185.102345 1218 N1297 79.59711 205.08 185.102345 1219 N1298 75.305443 205.08 185.102345 1220 N1299 72.732526 205.08 185.102345 1221 N1300 68.44086 205.08 185.102345 1222 N1301 65.867943 205.08 185.102345 1223 N1302 61.576276 205.08 185.102345 1224 N1303 59.00336 205.08 185.102345 1225 N1304 54.711693 205.08 185.102345 1226 N1305 52.138776 205.08 185.102345 1227 N1306 47.84711 205.08 185.102345 1228 N1307 40.982526 205.08 185.102345 1229 N1308 45.274193 205.08 185.102345 1230 N1309 93.326276 205.08 185.102345 1231 N1310 100.19086 205.08 185.102345 1232 N1311 95.899193 205.08 185.102345 1233 N1312 102.763776 205.08 185.102345 1234 N1313 107.055443 205.08 185.102345 1235 N1314 109.62836 205.08 185.102345 1236 N1315 113.920026 205.08 185.102345 1237 N1316 116.492943 205.08 185.102345 1238 N1317 120.78461 205.08 185.102345 1239 N1318 127.649193 205.08 185.102345 1240 N1319 123.357526 205.08 185.102345 1241 N1320 130.22211 205.08 185.102345 1242 N1321 134.513776 205.08 185.102345 1243 N1322 137.086693 205.08 185.102345 1244 N1323 141.37836 205.08 185.102345 1245 N1324 148.242943 205.08 185.102345 1246 N1325 143.951276 205.08 185.102345 1247 N1326 155.107526 205.08 185.102345 1248 N1327 150.81586 205.08 185.102345 1249 N1328 157.680443 205.08 185.102345 1250 N1329 161.97211 205.08 185.102345 1251 N1330 168.836693 205.08 185.102345 1252 N1331 164.545026 205.08 185.102345 1253 N1332 171.40961 205.08 185.102345 1254 N1333 175.701276 205.08 185.102345 1255 N1334 182.56586 205.08 185.102345 1256 N1335 178.274193 205.08 185.102345 1257 N1336 38.40961 205.08 205.615889 1258 N1337 34.117943 205.08 205.615889 1259 N1338 31.545026 205.08 205.615889 1260 N1339 27.25336 205.08 205.615889 1261 N1340 24.680443 205.08 205.615889 1262 N1341 20.388776 205.08 205.615889 1263 N1342 17.81586 205.08 205.615889 1264 N1343 13.524193 205.08 205.615889 1265 N1344 6.65961 205.08 205.615889 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page24 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1266 N1345 10.951276 205.08 205.615889 1267 N1346 4.086693 205.08 205.615889 1268 N1347 -0.204974 205.08 205.615889 1269 N1348 89.03461 205.08 205.615889 1270 N1349 82.170026 205.08 205.615889 1271 N1350 86.461693 205.08 205.615889 1272 N1351 75.305443 205.08 205.615889 1273 N1352 79.59711 205.08 205.615889 1274 N1353 72.732526 205.08 205.615889 1275 N1354 68.44086 205.08 205.615889 1276 N1355 65.867943 205.08 205.615889 1277 N1356 61.576276 205.08 205.615889 1278 N1357 54.711693 205.08 205.615889 1279 N1358 59.00336 205.08 205.615889 1280 N1359 47.84711 205.08 205.615889 1281 N1360 52.138776 205.08 205.615889 1282 N1361 40.982526 205.08 205.615889 1283 N1362 45.274193 205.08 205.615889 1284 N1363 93.326276 205.08 205.615889 1285 N1364 95.899193 205.08 205.615889 1286 N1365 100.19086 205.08 205.615889 1287 N1366 102.763776 205.08 205.615889 1288 N1367 107.055443 205.08 205.615889 1289 N1368 109.62836 205.08 205.615889 1290 N1369 113.920026 205.08 205.615889 1291 N1370 120.78461 205.08 205.615889 1292 N1371 116.492943 205.08 205.615889 1293 N1372 127.649193 205.08 205.615889 1294 N1373 123.357526 205.08 205.615889 1295 N1374 134.513776 205.08 205.615889 1296 N1375 130.22211 205.08 205.615889 1297 N1376 137.086693 205.08 205.615889 1298 N1377 141.37836 205.08 205.615889 1299 N1378 38.40961 205.08 226.102496 1300 N1379 34.117943 205.08 226.102496 1301 N1380 31.545026 205.08 226.102496 1302 N1381 27.25336 205.08 226.102496 1303 N1382 24.680443 205.08 226.102496 1304 N1383 20.388776 205.08 226.102496 1305 N1384 13.524193 205.08 226.102496 1306 N1385 17.81586 205.08 226.102496 1307 N1386 6.65961 205.08 226.102496 1308 N1387 10.951276 205.08 226.102496 1309 N1388 4.086693 205.08 226.102496 1310 N1389 -0.204974 205.08 226.102496 1311 N1390 79.59711 205.08 226.102496 1312 N1391 75.305443 205.08 226.102496 1313 N1392 68.44086 205.08 226.102496 1314 N1393 72.732526 205.08 226.102496 1315 N1394 61.576276 205.08 226.102496 1316 N1395 65.867943 205.08 226.102496 1317 N1396 54.711693 205.08 226.102496 1318 N1397 59.00336 205.08 226.102496 1319 N1398 52.138776 205.08 226.102496 1320 N1399 47.84711 205.08 226.102496 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page25 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1321 N1400 45.274193 205.08 226.102496 1322 N1401 40.982526 205.08 226.102496 1323 N1402 38.40961 205.08 246.54383 1324 N1403 34.117943 205.08 246.54383 1325 N1404 31.545026 205.08 246.54383 1326 N1405 27.25336 205.08 246.54383 1327 N1406 24.680443 205.08 246.54383 1328 N1407 20.388776 205.08 246.54383 1329 N1408 17.81586 205.08 246.54383 1330 N1409 13.524193 205.08 246.54383 1331 N1410 10.951276 205.08 246.54383 1332 N1411 6.65961 205.08 246.54383 1333 N1412 -0.204974 205.08 246.54383 1334 N1413 4.086693 205.08 246.54383 1335 N1414 79.59711 205.08 246.54383 1336 N1415 75.305443 205.08 246.54383 1337 N1416 72.732526 205.08 246.54383 1338 N1417 68.44086 205.08 246.54383 1339 N1418 65.867943 205.08 246.54383 1340 N1419 61.576276 205.08 246.54383 1341 N1420 54.711693 205.08 246.54383 1342 N1421 59.00336 205.08 246.54383 1343 N1422 47.84711 205.08 246.54383 1344 N1423 52.138776 205.08 246.54383 1345 N1424 45.274193 205.08 246.54383 1346 N1425 40.982526 205.08 246.54383 1347 C14 60.680443 205.08 271.565584 1348 N1427 27.25336 205.08 16.847671 1349 N1428 20.388776 205.08 16.847671 1350 N1429 24.680443 205.08 16.847671 1351 N1430 17.81586 205.08 16.847671 1352 N1431 13.524193 205.08 16.847671 1353 N1432 6.65961 205.08 16.847671 1354 N1433 10.951276 205.08 16.847671 1355 N1434 -0.204974 205.08 16.847671 1356 N1435 4.086693 205.08 16.847671 1357 N1436 54.711693 205.08 16.847671 1358 N1437 59.00336 205.08 16.847671 1359 N1438 52.138776 205.08 16.847671 1360 N1439 47.84711 205.08 16.847671 1361 N1440 40.982526 205.08 16.847671 1362 N1441 45.274193 205.08 16.847671 1363 N1442 34.117943 205.08 16.847671 1364 N1443 38.40961 205.08 16.847671 1365 N1444 31.545026 205.08 16.847671 1366 N1445 89.03461 205.08 16.847671 1367 N1446 82.170026 205.08 16.847671 1368 N1447 86.461693 205.08 16.847671 1369 N1448 75.305443 205.08 16.847671 1370 N1449 79.59711 205.08 16.847671 1371 N1450 68.44086 205.08 16.847671 1372 N1451 72.732526 205.08 16.847671 1373 N1452 61.576276 205.08 16.847671 1374 N1453 65.867943 205.08 16.847671 1375 N1454 93.326276 205.08 16.847671 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page26 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1376 N1455 95.899193 205.08 16.847671 1377 N1456 100.19086 205.08 16.847671 1378 N1457 102.763776 205.08 16.847671 1379 N1458 107.055443 205.08 16.847671 1380 N1459 109.62836 205.08 16.847671 1381 N1460 113.920026 205.08 16.847671 1382 N1461 116.492943 205.08 16.847671 1383 N1462 120.78461 205.08 16.847671 1384 N1463 127.649193 205.08 16.847671 1385 N1464 123.357526 205.08 16.847671 1386 N1465 134.513776 205.08 16.847671 1387 N1466 130.22211 205.08 16.847671 1388 N1467 141.37836 205.08 16.847671 1389 N1468 137.086693 205.08 16.847671 1390 N1469 148.242943 205.08 16.847671 1391 N1470 143.951276 205.08 16.847671 1392 N1471 150.81586 205.08 16.847671 1393 N1472 155.107526 205.08 16.847671 1394 N1473 157.680443 205.08 16.847671 1395 N1474 161.97211 205.08 16.847671 1396 N1475 168.836693 205.08 16.847671 1397 N1476 164.545026 205.08 16.847671 1398 N1477 171.40961 205.08 16.847671 1399 N1478 175.701276 205.08 16.847671 1400 N1479 178.274193 205.08 16.847671 1401 N1480 182.56586 205.08 16.847671 1402 N1481 61.576276 205.08 0 1403 N1482 54.711693 205.08 0 1404 N1483 59.00336 205.08 0 1405 N1484 52.138776 205.08 0 1406 N1485 47.84711 205.08 0 1407 N1486 40.982526 205.08 0 1408 N1487 45.274193 205.08 0 1409 N1488 34.117943 205.08 0 1410 N1489 38.40961 205.08 0 1411 N1490 27.25336 205.08 0 1412 N1491 31.545026 205.08 0 1413 N1492 20.388776 205.08 0 1414 N1493 24.680443 205.08 0 1415 N1494 17.81586 205.08 0 1416 N1495 13.524193 205.08 0 1417 N1496 93.326276 205.08 0 1418 N1497 89.03461 205.08 0 1419 N1498 82.170026 205.08 0 1420 N1499 86.461693 205.08 0 1421 N1500 95.899193 205.08 0 1422 N1501 100.19086 205.08 0 1423 N1502 75.305443 205.08 0 1424 N1503 79.59711 205.08 0 1425 N1504 68.44086 205.08 0 1426 N1505 72.732526 205.08 0 1427 N1506 65.867943 205.08 0 1428 N1507 102.763776 205.08 0 1429 N1508 107.055443 205.08 0 1430 N1509 109.62836 205.08 0 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page27 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1431 N1510 113.920026 205.08 0 1432 N1511 116.492943 205.08 0 1433 N1512 120.78461 205.08 0 1434 N1513 127.649193 205.08 0 1435 N1514 123.357526 205.08 0 1436 N1515 134.513776 205.08 0 1437 N1516 130.22211 205.08 0 1438 N1517 141.37836 205.08 0 1439 N1518 137.086693 205.08 0 1440 N1519 148.242943 205.08 0 1441 N1520 143.951276 205.08 0 1442 N1521 150.81586 205.08 0 1443 N1522 155.107526 205.08 0 1444 N1523 157.680443 205.08 0 1445 N1524 161.97211 205.08 0 1446 N1525 168.836693 205.08 0 1447 N1526 164.545026 205.08 0 1448 N1527 38.40961 205.08 287.720009 1449 N1528 24.680443 205.08 287.720009 1450 N1529 27.25336 205.08 287.720009 1451 N1530 47.84711 205.08 287.720009 1452 N1531 45.274193 205.08 287.720009 1453 N1532 40.982526 205.08 287.720009 1454 N1533 34.117943 205.08 287.720009 1455 N1534 31.545026 205.08 287.720009 1456 N1535 20.388776 205.08 287.720009 1457 N1536 17.81586 205.08 287.720009 1458 N1537 75.305443 205.08 287.720009 1459 N1538 61.576276 205.08 287.720009 1460 N1539 59.00336 205.08 287.720009 1461 N1540 79.59711 205.08 287.720009 1462 N1541 68.44086 205.08 287.720009 1463 N1542 72.732526 205.08 287.720009 1464 N1543 65.867943 205.08 287.720009 1465 N1544 54.711693 205.08 287.720009 1466 N1545 52.138776 205.08 287.720009 1467 N1546 47.84711 205.08 271.553404 1468 N1547 45.274193 205.08 271.553404 1469 N1548 40.982526 205.08 271.553404 1470 N1549 38.40961 205.08 271.553404 1471 N1550 34.117943 205.08 271.553404 1472 N1551 31.545026 205.08 271.553404 1473 N1552 27.25336 205.08 271.553404 1474 N1553 20.388776 205.08 271.553404 1475 N1554 24.680443 205.08 271.553404 1476 N1555 17.81586 205.08 271.553404 1477 N1556 13.524193 205.08 271.553404 1478 N1557 10.951276 205.08 271.553404 1479 N1558 6.65961 205.08 271.553404 1480 N1559 -0.204974 205.08 271.553404 1481 N1560 4.086693 205.08 271.553404 1482 N1561 79.59711 205.08 271.584785 1483 N1562 75.305443 205.08 271.580429 1484 N1563 68.44086 205.08 271.573461 1485 N1564 72.732526 205.08 271.577817 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page28 NodeCoordinates(Continued) Label X[ft]Y[ft]Z[ft]DetachFromDiaphragm 1486 N1565 61.576276 205.08 271.566493 1487 N1566 65.867943 205.08 271.57085 1488 N1567 54.711693 205.08 271.559526 1489 N1568 59.00336 205.08 271.563882 1490 N1569 52.138776 205.08 271.556914 1491 N1570 13.504054 205.08 287.720009 1492 N1571 13.524193 205.08 287.720009 1493 N1572 169.02953 205.08 41.80103 1494 C14B 60.680443 194.9 271.56583 1495 N1573 155.34353 205.08 103.234504 1496 N1574 20.215222 205.08 123.716878 1497 N1575 182.46553 196.04 164.654496 1498 N1576 182.46553 195.93 185.102345 1499 N1577 182.46553 195.97 62.254133 1500 N1578 182.46553 195.86 41.80103 1501 N1579 182.46553 195.86 103.234504 1502 N1580 182.46553 195.88 123.716878 1503 N1581 0 195.91 123.716878 1504 N1582 0 195.88 41.80103 1505 N1583 0 199.35 205.615889 1506 N1584 0 195.88 62.254133 1507 N1585 0 195.85 103.234504 1508 N1586 0 199.28 185.102345 1509 N1587 121.65753 199.07 62.254133 1510 N1588 60.680443 199.01 62.254133 1511 N1589 121.65753 199.41 144.194128 1512 N1590 121.65753 197.98 205.615889 1513 N1591 60.680443 198.49 41.80103 1514 N1592 60.680443 199.75 82.752325 1515 N1593 60.680443 200.15 103.234504 1516 N1594 60.680443 199.76 123.716878 1517 N1595 60.680443 199.33 144.194128 1518 N1596 60.680443 198.82 164.654496 1519 N1597 60.680443 198.31 185.102345 1520 N1598 60.680443 197.98 205.615889 1521 N1599 121.65753 198.65 41.80103 1522 N1600 121.65753 199.74 82.752325 1523 N1601 121.65753 200.23 103.234504 1524 N1602 121.65753 199.7 123.716878 1525 N1603 121.65753 198.96 164.654496 1526 N1604 121.65753 198.47 185.102345 1527 N1605 0.25 205.08 205.615889 1528 B2B 17.977467 198.94 16.848 1529 B2 17.977467 205.08 16.848 1530 E2B 164.509136 195.32 16.848 1531 E2 164.509136 205.08 16.848 1532 B14 15.604054 205.08 271.553009 1533 B14B 15.604054 195.42 271.553009 1534 N1606 0 195.88 226.102496 1535 N1607 0 195.88 246.54383 1536 N1608 60.680443 198.51 226.102496 1537 N1609 60.680443 194.73 246.54383 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page29 NodeBoundaryConditions NodeLabel X[k/in]Y[k/in]Z[k/in] 1 C1B Reaction Reaction Reaction 2 B15B Reaction Reaction Reaction 3 D10B Reaction Reaction Reaction 4 A4B Reaction Reaction Reaction 5 A9B Reaction Reaction Reaction 6 A3B Reaction Reaction Reaction 7 A6B Reaction Reaction Reaction 8 A7B Reaction Reaction Reaction 9 A8B Reaction Reaction Reaction 10 A11B Reaction Reaction Reaction 11 A12B Reaction Reaction Reaction 12 A13B Reaction Reaction Reaction 13 B1B Reaction Reaction Reaction 14 C3B Reaction Reaction Reaction 15 C4B Reaction Reaction Reaction 16 C6B Reaction Reaction Reaction 17 C7B Reaction Reaction Reaction 18 C8B Reaction Reaction Reaction 19 C10B Reaction Reaction Reaction 20 C12B Reaction Reaction Reaction 21 C13B Reaction Reaction Reaction 22 D3B Reaction Reaction Reaction 23 D4B Reaction Reaction Reaction 24 D6B Reaction Reaction Reaction 25 D7B Reaction Reaction Reaction 26 D9B Reaction Reaction Reaction 27 F10B Reaction Reaction Reaction 28 F9B Reaction Reaction Reaction 29 F8B Reaction Reaction Reaction 30 F7B Reaction Reaction Reaction 31 F6B Reaction Reaction Reaction 32 F5B Reaction Reaction Reaction 33 F4B Reaction Reaction Reaction 34 F3B Reaction Reaction Reaction 35 E1B Reaction Reaction Reaction 36 D8B Reaction Reaction Reaction 37 D1B Reaction Reaction Reaction 38 C15B Reaction Reaction Reaction 39 D5B Reaction Reaction Reaction 40 D11B Reaction Reaction Reaction 41 C5B Reaction Reaction Reaction 42 C9B Reaction Reaction Reaction 43 A5B Reaction Reaction Reaction 44 A10B Reaction Reaction Reaction 45 C11B Reaction Reaction Reaction 46 C14B Reaction Reaction Reaction 47 B2B Reaction Reaction Reaction 48 E2B Reaction Reaction Reaction 49 B14B Reaction Reaction Reaction HotRolledSteelProperties Label E[ksi] G[ksi] Nu Therm.Coeff.[1e⁵°F⁻¹]Density[k/ft³] Yield[ksi] Ry Fu[ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page30 HotRolledSteelProperties(Continued) Label E[ksi] G[ksi] Nu Therm.Coeff.[1e⁵°F⁻¹]Density[k/ft³] Yield[ksi] Ry Fu[ksi] Rt 3 A572Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500Gr.BRND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500Gr.BRECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500Gr.CRND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500Gr.CRECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 11 A36rodbracing 29000 11154 0.3 0.65 0 36 1.5 58 1.2 12 A572rodbracing 29000 11154 0.3 0.65 0 50 1.5 65 1.2 ColdFormedSteelProperties Label E[ksi]G[ksi]Nu Therm.Coeff.[1e⁵°F⁻¹] Density[k/ft³] Yield[ksi] Fu[ksi] 1 A653SSGr33 29500 11346 0.3 0.65 0.49 33 45 2 A653SSGr50/1 29500 11346 0.3 0.65 0.49 50 65 3 A653SSGr55 29500 11346 0.3 0.65 0.49 55 70 HotRolledSteelSectionSets Label Shape Type DesignList Material DesignRule Area[in²] Iyy[in⁴] Izz[in⁴] J[in⁴] 1 Bracedframebraces HSS6X6X6 HBrace Tube A500Gr.BRECT Typical 7.58 39.5 39.5 64.6 2 Beams@W21x44 W21X44 Beam WideFlange A572Gr.50 Typical 13 20.7 843 0.77 3 Beams@1and15 W24X55 Beam WideFlange A572Gr.50 Typical 16.2 29.1 1350 1.18 4 Beams@Diagonal W24X55 Beam WideFlange A572Gr.50 Typical 16.2 29.1 1350 1.18 5 JackBeams W21X101 Beam WideFlange A572Gr.50 Typical 29.8 248 2420 5.21 6 InteriorColumn W12X40 Column WideFlange A572Gr.50 Typical 11.7 44.1 307 0.906 7 PerimeterColumn W12X40 Column WideFlange A572Gr.50 Typical 11.7 44.1 307 0.906 8 Rodbracing 3/4"diameter HBrace BAR A572rodbracing Typical 0.442 0.016 0.016 0.031 9 Braceframetopbeam W10X19 Beam WideFlange A572Gr.50 Typical 5.62 4.29 96.3 0.233 ColdFormedSteelSectionSets Label Shape Type DesignList Material DesignRule Area[in²] Iyy[in⁴] Izz[in⁴] J[in⁴] 1 CF1 8CU1.25X057 Beam CU A653SSGr33 Typical 0.581 0.057 4.41 0.00063 2 Purlin 800S350-54 Beam CS A653SSGr55 Typical 0.938 1.646 9.683 0.001 3 Purlin-12gauge 800S350-97 Beam CS A653SSGr55 Typical 1.652 2.784 16.737 0.006 4 Purlins@14gauge 800S350-68 Beam CS A653SSGr55 Typical 1.174 2.034 12.046 0.002 5 EndPurlin 800S350-97 Beam CS A653SSGr55 Typical 1.652 2.784 16.737 0.006 HotRolledSteelDesignParameters Label Shape Length[ft] Lby-y[ft] Lcomptop[ft]Lcompbot[ft]L-Torque[ft] Ky-y Kz-z Function 1 B3-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 2 B3-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 3 B3-3 Beams@W21x44 45.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 4 B3-4 Beams@W21x44 46.058 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 5 B4-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 6 B4-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 7 B4-3 Beams@W21x44 45.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 8 B4-4 Beams@W21x44 46.058 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 9 B5-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 10 B5-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 11 B5-3 Beams@W21x44 45.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page31 HotRolledSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft]Lcompbot[ft]L-Torque[ft] Ky-y Kz-z Function 12 B5-4 Beams@W21x44 46.058 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 13 B6-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 14 B6-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 15 B6-3 Beams@W21x44 45.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 16 B6-4 Beams@W21x44 46.058 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 17 B7-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 18 B7-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 19 B7-3 Beams@W21x44 45.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 20 B7-4 Beams@W21x44 46.058 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 21 B8-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 22 B8-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 23 B8-3 Beams@W21x44 45.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 24 B8-4 Beams@W21x44 46.058 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 25 B9-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 26 B9-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 27 B9-3 Beams@W21x44 45.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 28 B9-4 Beams@W21x44 46.058 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 29 B10-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 30 B10-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 31 B10-3 Beams@W21x44 45.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 32 B10-4 Beams@W21x44 46.058 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 33 B11-1 Beams@W21x44 45.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 34 B11-2 Beams@W21x44 45.5 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 35 B11-3 Beams@W21x44 50.477 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 36 B12-1 Beams@W21x44 40.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 37 B12-2 Beams@W21x44 40 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 38 B13-1 Beams@W21x44 40.93 5 Lbyy 6.86 6.86 2.1 2.1 Lateral 39 B13-2 Beams@W21x44 40 5 Lbyy 6.86 6.86 0.65 0.65 Lateral 40 ColC3 InteriorColumn 7.09 Lbyy Lateral 41 ColD3 InteriorColumn 6.93 Lbyy Lateral 42 ColD4 InteriorColumn 6.51 Lbyy Lateral 43 ColD5 InteriorColumn 5.84 Lbyy Lateral 44 ColD6 InteriorColumn 5.35 Lbyy Lateral 45 ColD7 InteriorColumn 5.88 Lbyy Lateral 46 ColD8 InteriorColumn 6.17 Lbyy Lateral 47 ColD9 InteriorColumn 6.62 Lbyy Lateral 48 ColD10 InteriorColumn 7.11 Lbyy Lateral 49 ColC4 InteriorColumn 6.57 Lbyy Lateral 50 ColC5 InteriorColumn 5.83 Lbyy Lateral 51 ColC6 InteriorColumn 5.43 Lbyy Lateral 52 ColC7 InteriorColumn 5.82 Lbyy Lateral 53 ColC8 InteriorColumn 6.25 Lbyy Lateral 54 ColC9 InteriorColumn 6.76 Lbyy Lateral 55 ColC10 InteriorColumn 7.27 Lbyy Lateral 56 ColC11 InteriorColumn 7.6 Lbyy Lateral 57 ColC12 InteriorColumn 7.07 Lbyy Lateral 58 ColC13 InteriorColumn 10.85 Lbyy Lateral 59 ColD11 InteriorColumn 7.6 Lbyy Lateral 60 ColA13 PerimeterColumn 9.7 Lbyy Lateral 61 ColB15 PerimeterColumn 6.25 Lbyy Lateral 62 ColC15 PerimeterColumn 6.25 Lbyy Lateral 63 ColF10 PerimeterColumn 9.65 Lbyy Lateral 64 ColF9 PerimeterColumn 9.54 Lbyy Lateral 65 ColF8 PerimeterColumn 9.18 Lbyy Lateral 66 ColF7 PerimeterColumn 9.7 Lbyy Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page32 HotRolledSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft]Lcompbot[ft]L-Torque[ft] Ky-y Kz-z Function 67 ColF6 PerimeterColumn 9.72 Lbyy Lateral 68 ColF5 PerimeterColumn 9.64 Lbyy Lateral 69 ColF4 PerimeterColumn 9.61 Lbyy Lateral 70 ColF3 PerimeterColumn 9.72 Lbyy Lateral 71 ColE1 PerimeterColumn 6.22 Lbyy Lateral 72 ColD1 PerimeterColumn 6.13 Lbyy Lateral 73 ColC1 PerimeterColumn 6.18 Lbyy Lateral 74 ColB1 PerimeterColumn 6.19 Lbyy Lateral 75 ColA3 PerimeterColumn 9.7 Lbyy Lateral 76 ColA4 PerimeterColumn 9.7 Lbyy Lateral 77 ColA5 PerimeterColumn 9.76 Lbyy Lateral 78 ColA6 PerimeterColumn 9.73 Lbyy Lateral 79 ColA7 PerimeterColumn 9.67 Lbyy Lateral 80 ColA8 PerimeterColumn 9.72 Lbyy Lateral 81 ColA9 PerimeterColumn 9.68 Lbyy Lateral 82 ColA10 PerimeterColumn 6.3 Lbyy Lateral 83 ColA11 PerimeterColumn 6.23 Lbyy Lateral 84 ColA12 PerimeterColumn 9.7 Lbyy Lateral 85 B-JACK-LINEC JackBeams 41.801 25 Lbyy 25 25 Lateral 86 B-JACK-LINED JackBeams 41.801 25 Lbyy 25 25 Lateral 87 B2-1 Beams@W21x44 30.55 5 Lbyy 6.86 6.86 Lateral 88 B2-2 Beams@W21x44 30.38 5 Lbyy 6.86 6.86 Lateral 89 B2-3 Beams@W21x44 30.5 5 Lbyy 6.86 6.86 Lateral 90 B2-4 Beams@W21x44 30.477 5 Lbyy 6.86 6.86 Lateral 91 B2-5 Beams@W21x44 30.4 5 Lbyy 6.86 6.86 Lateral 92 B2-6 Beams@W21x44 30.658 5 Lbyy 6.86 6.86 Lateral 93 B1-1 Beams@W21x44 52.203 5 Lbyy 6.86 6.86 Lateral 94 B1-2 Beams@W21x44 50.977 5 Lbyy 6.86 6.86 Lateral 95 B1-3 Beams@W21x44 52.352 5 Lbyy 6.86 6.86 Lateral 96 B15-1 Beams@W21x44 35.176 5 Lbyy 6.86 6.86 Lateral 97 B15-2 Beams@W21x44 31.821 5 Lbyy 6.86 6.86 Lateral 98 B14-1 Beams@W21x44 48.93 5 Lbyy 6.86 6.86 Lateral 99 B14-2 Beams@W21x44 32 5 Lbyy 6.86 6.86 Lateral 100 ColC14 InteriorColumn 10.18 Lbyy Lateral 101 M716 Rodbracing 22.427 Lbyy Lateral 102 M717 Rodbracing 23.2 Lbyy Lateral 103 M718 Rodbracing 22.525 Lbyy Lateral 104 M719 Rodbracing 23.298 Lbyy Lateral 105 M720 Rodbracing 22.525 Lbyy Lateral 106 M721 Rodbracing 23.298 Lbyy Lateral 107 M722 Rodbracing 22.165 Lbyy Lateral 108 M723 Rodbracing 21.876 Lbyy Lateral 109 M724 Rodbracing 23.298 Lbyy Lateral 110 M725 Rodbracing 22.525 Lbyy Lateral 111 M726 Rodbracing 23.298 Lbyy Lateral 112 M727 Rodbracing 22.525 Lbyy Lateral 113 M728 Rodbracing 23.728 Lbyy Lateral 114 M729 Rodbracing 22.174 Lbyy Lateral 115 M730 Rodbracing 23.298 Lbyy Lateral 116 M731 Rodbracing 22.525 Lbyy Lateral 117 M732 Rodbracing 23.298 Lbyy Lateral 118 M733 Rodbracing 22.525 Lbyy Lateral 119 M734 Rodbracing 23.25 Lbyy Lateral 120 M735 Rodbracing 23.25 Lbyy Lateral 121 M736 Rodbracing 22.525 Lbyy Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page33 HotRolledSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft]Lcompbot[ft]L-Torque[ft] Ky-y Kz-z Function 122 M737 Rodbracing 23.298 Lbyy Lateral 123 M738 Rodbracing 22.525 Lbyy Lateral 124 M739 Rodbracing 23.298 Lbyy Lateral 125 M740 Rodbracing 22.174 Lbyy Lateral 126 M741 Rodbracing 23.728 Lbyy Lateral 127 M742 Rodbracing 22.525 Lbyy Lateral 128 M743 Rodbracing 23.298 Lbyy Lateral 129 M744 Rodbracing 22.525 Lbyy Lateral 130 M745 Rodbracing 23.298 Lbyy Lateral 131 M746 Rodbracing 21.876 Lbyy Lateral 132 M747 Rodbracing 22.165 Lbyy Lateral 133 M748 Rodbracing 23.298 Lbyy Lateral 134 M749 Rodbracing 22.525 Lbyy Lateral 135 M750 Rodbracing 23.298 Lbyy Lateral 136 M751 Rodbracing 22.525 Lbyy Lateral 137 M752 Rodbracing 23.2 Lbyy Lateral 138 M753 Rodbracing 22.427 Lbyy Lateral 139 M754 Rodbracing 21.489 Lbyy Lateral 140 M755 Rodbracing 21.335 Lbyy Lateral 141 M756 Rodbracing 21.44 Lbyy Lateral 142 M757 Rodbracing 21.318 Lbyy Lateral 143 M758 Rodbracing 22.435 Lbyy Lateral 144 M759 Rodbracing 22.39 Lbyy Lateral 145 M760 Rodbracing 22.357 Lbyy Lateral 146 M761 Rodbracing 23.293 Lbyy Lateral 147 M762 Rodbracing 22.521 Lbyy Lateral 148 M763 Rodbracing 22.521 Lbyy Lateral 149 M764 Rodbracing 23.724 Lbyy Lateral 150 M765 Rodbracing 23.293 Lbyy Lateral 151 M766 Rodbracing 22.521 Lbyy Lateral 152 M767 Rodbracing 21.871 Lbyy Lateral 153 M768 Rodbracing 23.293 Lbyy Lateral 154 M769 Rodbracing 22.169 Lbyy Lateral 155 M770 Rodbracing 22.521 Lbyy Lateral 156 M771 Rodbracing 23.293 Lbyy Lateral 157 M772 Rodbracing 22.521 Lbyy Lateral 158 M773 Rodbracing 23.293 Lbyy Lateral 159 M774 Rodbracing 22.521 Lbyy Lateral 160 M775 Rodbracing 23.293 Lbyy Lateral 161 M777 Rodbracing 23.293 Lbyy Lateral 162 M778 Rodbracing 23.293 Lbyy Lateral 163 M779 Rodbracing 22.521 Lbyy Lateral 164 M780 Rodbracing 23.196 Lbyy Lateral 165 M781 Rodbracing 21.344 Lbyy Lateral 166 M782 Rodbracing 22.521 Lbyy Lateral 167 M783 Rodbracing 23.293 Lbyy Lateral 168 M784 Rodbracing 23.196 Lbyy Lateral 169 M785 Rodbracing 23.293 Lbyy Lateral 170 M786 Rodbracing 22.521 Lbyy Lateral 171 M787 Rodbracing 23.293 Lbyy Lateral 172 M788 Rodbracing 22.16 Lbyy Lateral 173 M789 Rodbracing 21.871 Lbyy Lateral 174 M790 Rodbracing 22.521 Lbyy Lateral 175 M791 Rodbracing 23.245 Lbyy Lateral 176 M792 Rodbracing 23.293 Lbyy Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page34 HotRolledSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft]Lcompbot[ft]L-Torque[ft] Ky-y Kz-z Function 177 M793 Rodbracing 22.169 Lbyy Lateral 178 M795 Rodbracing 23.724 Lbyy Lateral 179 M796 Rodbracing 22.521 Lbyy Lateral 180 M797 Rodbracing 22.16 Lbyy Lateral 181 M798 Rodbracing 22.521 Lbyy Lateral 182 M799 Rodbracing 21.385 Lbyy Lateral 183 M800 Rodbracing 21.539 Lbyy Lateral 184 M801 Rodbracing 21.49 Lbyy Lateral 185 M802 Rodbracing 22.402 Lbyy Lateral 186 M803 Rodbracing 23.245 Lbyy Lateral 187 M804 Rodbracing 22.466 Lbyy Lateral 188 M805 Rodbracing 22.441 Lbyy Lateral 189 M806 Rodbracing 23.226 Lbyy Lateral 190 M807 Rodbracing 22.552 Lbyy Lateral 191 M808 Rodbracing 23.324 Lbyy Lateral 192 M809 Rodbracing 22.552 Lbyy Lateral 193 M810 Rodbracing 23.324 Lbyy Lateral 194 M811 Rodbracing 22.192 Lbyy Lateral 195 M812 Rodbracing 21.903 Lbyy Lateral 196 M813 Rodbracing 23.324 Lbyy Lateral 197 M814 Rodbracing 22.552 Lbyy Lateral 198 M815 Rodbracing 23.324 Lbyy Lateral 199 M816 Rodbracing 22.552 Lbyy Lateral 200 M817 Rodbracing 23.753 Lbyy Lateral 201 M818 Rodbracing 22.201 Lbyy Lateral 202 M819 Rodbracing 23.324 Lbyy Lateral 203 M820 Rodbracing 22.552 Lbyy Lateral 204 M821 Rodbracing 23.324 Lbyy Lateral 205 M822 Rodbracing 22.552 Lbyy Lateral 206 M823 Rodbracing 23.276 Lbyy Lateral 207 M824 Rodbracing 22.462 Lbyy Lateral 208 M825 Rodbracing 22.454 Lbyy Lateral 209 M826 Rodbracing 23.276 Lbyy Lateral 210 M827 Rodbracing 22.552 Lbyy Lateral 211 M828 Rodbracing 23.324 Lbyy Lateral 212 M829 Rodbracing 22.552 Lbyy Lateral 213 M830 Rodbracing 23.324 Lbyy Lateral 214 M831 Rodbracing 22.201 Lbyy Lateral 215 M832 Rodbracing 23.753 Lbyy Lateral 216 M833 Rodbracing 22.552 Lbyy Lateral 217 M834 Rodbracing 23.324 Lbyy Lateral 218 M835 Rodbracing 22.552 Lbyy Lateral 219 M836 Rodbracing 23.324 Lbyy Lateral 220 M837 Rodbracing 21.903 Lbyy Lateral 221 M838 Rodbracing 22.192 Lbyy Lateral 222 M839 Rodbracing 23.324 Lbyy Lateral 223 M840 Rodbracing 22.552 Lbyy Lateral 224 M841 Rodbracing 23.407 Lbyy Lateral 225 M842 Rodbracing 22.48 Lbyy Lateral 226 M843 Rodbracing 23.226 Lbyy Lateral 227 M844 Rodbracing 21.067 Lbyy Lateral 228 M845 Rodbracing 21.162 Lbyy Lateral 229 M846 Rodbracing 21.049 Lbyy Lateral 230 M847 Rodbracing 21.177 Lbyy Lateral 231 M850 Braceframetopbeam 20.453 Lbyy Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page35 HotRolledSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft]Lcompbot[ft]L-Torque[ft] Ky-y Kz-z Function 232 M851 Braceframetopbeam 20.453 Lbyy Lateral 233 M852 Braceframetopbeam 20.482 Lbyy Lateral 234 M855 Braceframetopbeam 20.482 Lbyy Lateral 235 M856 Braceframetopbeam 20.448 Lbyy Lateral 236 M859 Braceframetopbeam 20.448 Lbyy Lateral 237 M860 Rodbracing 21.318 Lbyy Lateral 238 M861 Rodbracing 21.299 Lbyy Lateral 239 M862 Braceframetopbeam 20.514 Lbyy Lateral 240 M863 Rodbracing 21.269 Lbyy Lateral 241 M864 Rodbracing 21.157 Lbyy Lateral 242 M865 Rodbracing 21.253 Lbyy Lateral 243 M866 Rodbracing 21.397 Lbyy Lateral 244 M867 Rodbracing 21.067 Lbyy Lateral 245 M868 Rodbracing 21.164 Lbyy Lateral 246 M869 Rodbracing 21.18 Lbyy Lateral 247 M870 Rodbracing 21.378 Lbyy Lateral 248 M871 Rodbracing 21.182 Lbyy Lateral 249 M872 Rodbracing 21.361 Lbyy Lateral 250 M873 Rodbracing 21.167 Lbyy Lateral 251 M874 Rodbracing 21.049 Lbyy Lateral 252 M875 Rodbracing 21.248 Lbyy Lateral 253 M876 Rodbracing 21.172 Lbyy Lateral 254 M877 Rodbracing 21.356 Lbyy Lateral 255 M878 Rodbracing 21.231 Lbyy Lateral 256 M879 Rodbracing 21.707 Lbyy Lateral 257 M880 Rodbracing 21.552 Lbyy Lateral 258 M881 Rodbracing 21.707 Lbyy Lateral 259 M882 Rodbracing 21.602 Lbyy Lateral 260 M883 Braceframetopbeam 20.453 Lbyy Lateral 261 M884 Braceframetopbeam 20.453 Lbyy Lateral 262 M885 Braceframetopbeam 20.482 Lbyy Lateral 263 M886 Braceframetopbeam 20.448 Lbyy Lateral 264 M887 Braceframetopbeam 20.448 Lbyy Lateral 265 M888 Braceframetopbeam 20.482 Lbyy Lateral 266 ColB2 PerimeterColumn 6.14 Lbyy Lateral 267 ColE2 PerimeterColumn 9.76 Lbyy Lateral 268 ColB14 PerimeterColumn 9.66 Lbyy Lateral 269 M889 Braceframetopbeam 20.441 Lbyy Lateral 270 M890 Braceframetopbeam 20.441 Lbyy Lateral 271 M891 Rodbracing 22.416 Lbyy Lateral 272 M892 Rodbracing 22.416 Lbyy Lateral 273 M893 Rodbracing 21.471 Lbyy Lateral 274 M894 Rodbracing 22.912 Lbyy Lateral 275 M895 Rodbracing 23.19 Lbyy Lateral 276 M896 Rodbracing 22.515 Lbyy Lateral 277 M897 Rodbracing 23.288 Lbyy Lateral 278 M898 Rodbracing 22.515 Lbyy Lateral 279 M899 Rodbracing 23.288 Lbyy Lateral 280 M900 Rodbracing 22.154 Lbyy Lateral 281 M901 Rodbracing 21.865 Lbyy Lateral 282 M902 Rodbracing 23.288 Lbyy Lateral 283 M903 Rodbracing 23.288 Lbyy Lateral 284 M904 Rodbracing 21.865 Lbyy Lateral 285 M905 Rodbracing 22.154 Lbyy Lateral 286 M906 Rodbracing 23.288 Lbyy Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page36 HotRolledSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft]Lcompbot[ft]L-Torque[ft] Ky-y Kz-z Function 287 M907 Rodbracing 22.515 Lbyy Lateral 288 M908 Rodbracing 23.288 Lbyy Lateral 289 M909 Rodbracing 22.515 Lbyy Lateral 290 M910 Rodbracing 23.19 Lbyy Lateral ColdFormedSteelDesignParameters Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 1 P28-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 2 P27-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 3 P27-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 4 P27-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 5 P27-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 6 P27-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 7 P27-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 8 P27-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 9 P27-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 10 P27-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 11 P27-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 12 P28-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 13 P28-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 14 P28-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 15 P28-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 16 P28-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 17 P28-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 18 P28-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 19 P28-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 20 P28-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 21 P26-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 22 P25-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 23 P26-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 24 P26-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 25 P26-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 26 P25-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 27 P26-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 28 P25-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 29 P26-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 30 P25-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 31 P25-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 32 P26-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 33 P25-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 34 P25-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 35 P26-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 36 P25-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 37 P26-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 38 P25-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 39 P25-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 40 P26-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 41 P30-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 42 P29-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 43 P30-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 44 P30-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 45 P30-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 46 P29-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 47 P30-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 48 P29-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page37 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 49 P30-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 50 P29-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 51 P29-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 52 P30-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 53 P29-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 54 P29-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 55 P30-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 56 P29-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 57 P30-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 58 P29-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 59 P29-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 60 P30-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 61 P24-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 62 P23-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 63 P23-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 64 P24-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 65 P24-11 Purlin- 12gauge 20.486 3.4 Lbyy 10.25 10.25 Lateral 66 P23-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 67 P24-12 Purlin- 12gauge 20.442 3.4 Lbyy 10.25 10.25 Lateral 68 P24-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 69 P23-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 70 P24-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 71 P24-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 72 P24-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 73 P23-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 74 P24-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 75 P23-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 76 P23-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 77 P24-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 78 P23-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 79 P24-13 Purlin- 12gauge 25.009 3.4 Lbyy 12.5 12.5 Lateral 80 P23-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 81 P24-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 82 P23-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 83 P24-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 84 P23-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 85 P23-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 86 P23-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 87 P21-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 88 P22-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 89 P21-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 90 P22-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 91 P22-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 92 P21-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 93 P21-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 94 P22-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 95 P21-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 96 P22-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 97 P22-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 98 P21-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 99 P22-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 100 P22-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 101 P22-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 102 P22-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 103 P21-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page38 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 104 P22-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 105 P21-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 106 P21-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 107 P21-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 108 P21-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 109 P22-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 110 P21-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 111 P21-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 112 P22-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 113 P20-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 114 P20-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 115 P19-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 116 P20-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 117 P19-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 118 P19-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 119 P19-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 120 P20-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 121 P20-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 122 P19-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 123 P19-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 124 P20-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 125 P20-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 126 P19-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 127 P20-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 128 P20-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 129 P20-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 130 P19-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 131 P20-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 132 P19-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 133 P19-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 134 P19-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 135 P20-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 136 P19-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 137 P19-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 138 P20-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 139 P17-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 140 P17-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 141 P17-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 142 P18-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 143 P17-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 144 P17-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 145 P18-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 146 P18-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 147 P17-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 148 P17-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 149 P18-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 150 P17-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 151 P18-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 152 P18-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 153 P17-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 154 P18-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 155 P17-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 156 P18-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 157 P17-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 158 P18-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page39 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 159 P18-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 160 P17-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 161 P18-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 162 P17-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 163 P18-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 164 P18-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 165 P15-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 166 P16-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 167 P16-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 168 P15-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 169 P16-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 170 P16-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 171 P16-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 172 P15-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 173 P15-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 174 P15-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 175 P15-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 176 P15-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 177 P16-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 178 P16-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 179 P15-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 180 P16-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 181 P16-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 182 P16-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 183 P15-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 184 P16-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 185 P15-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 186 P15-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 187 P15-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 188 P16-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 189 P15-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 190 P16-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 191 P13-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 192 P14-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 193 P14-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 194 P14-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 195 P14-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 196 P14-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 197 P13-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 198 P14-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 199 P13-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 200 P13-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 201 P13-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 202 P13-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 203 P14-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 204 P14-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 205 P13-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 206 P14-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 207 P14-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 208 P13-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 209 P13-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 210 P13-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 211 P13-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 212 P14-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 213 P13-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page40 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 214 P14-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 215 P13-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 216 P14-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 217 P12-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 218 P11-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 219 P11-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 220 P11-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 221 P12-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 222 P11-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 223 P11-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 224 P12-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 225 P12-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 226 P11-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 227 P11-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 228 P12-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 229 P12-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 230 P12-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 231 P12-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 232 P12-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 233 P11-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 234 P11-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 235 P12-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 236 P12-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 237 P12-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 238 P11-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 239 P11-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 240 P11-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 241 P11-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 242 P12-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 243 P10-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 244 P10-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 245 P9-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 246 P9-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 247 P10-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 248 P10-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 249 P9-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 250 P10-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 251 P9-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 252 P9-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 253 P10-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 254 P9-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 255 P10-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 256 P10-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 257 P9-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 258 P9-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 259 P10-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 260 P10-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 261 P10-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 262 P9-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 263 P9-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 264 P10-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 265 P9-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 266 P9-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 267 P9-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 268 P10-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page41 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 269 P8-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 270 P7-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 271 P8-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 272 P7-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 273 P8-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 274 P8-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 275 P8-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 276 P8-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 277 P8-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 278 P8-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 279 P7-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 280 P7-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 281 P8-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 282 P8-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 283 P8-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 284 P7-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 285 P7-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 286 P7-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 287 P7-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 288 P8-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 289 P7-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 290 P8-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 291 P7-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 292 P7-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 293 P7-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 294 P7-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 295 P6-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 296 P5-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 297 P6-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 298 P6-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 299 P5-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 300 P6-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 301 P5-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 302 P5-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 303 P5-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 304 P6-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 305 P5-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 306 P6-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 307 P6-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 308 P6-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 309 P6-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 310 P5-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 311 P6-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 312 P5-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 313 P6-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 314 P5-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 315 P6-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 316 P5-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 317 P5-13 Purlin 25.009 3.4 Lbyy 12.5 12.5 Lateral 318 P6-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 319 P5-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 320 P5-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 321 P4-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 322 P4-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 323 P3-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page42 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 324 P3-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 325 P3-2 Purlins@14gauge 28.953 3.4 Lbyy 12.25 12.25 Lateral 326 P4-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 327 P4-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 328 P4-2 Purlins@14gauge 28.953 3.4 Lbyy 12.25 12.25 Lateral 329 P3-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 330 P4-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 331 P4-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 332 P3-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 333 P4-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 334 P3-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 335 P3-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 336 P3-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 337 P4-13 Purlin 25.956 3.4 Lbyy 12.5 12.5 Lateral 338 P4-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 339 P3-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 340 P4-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 341 P3-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 342 P3-13 Purlin 25.956 3.4 Lbyy 12.5 12.5 Lateral 343 P4-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 344 P3-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 345 P12-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 346 P23-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 347 P19-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 348 P18-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 349 P24-14 Purlin- 12gauge 18.54 3.4 Lbyy 10.25 10.25 Lateral 350 P21-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 351 P8-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 352 P22-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 353 P20-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 354 P17-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 355 P9-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 356 P16-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 357 P15-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 358 P14-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 359 P13-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 360 P11-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 361 P10-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 362 P7-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 363 P6-14 Purlin 18.54 3.4 Lbyy 10.25 10.25 Lateral 364 P5-14 Purlin- 12gauge 18.54 3.4 Lbyy 10.25 10.25 Lateral 365 P1-2 Purlin- 12gauge 28.953 3.4 Lbyy 12.25 12.25 Lateral 366 P2-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 367 P2-11 Purlin 20.486 3.4 Lbyy 10.25 10.25 Lateral 368 P2-10 Purlin 20.514 3.4 Lbyy 10.25 10.25 Lateral 369 P1-9 Purlin- 12gauge 20.448 3.4 Lbyy 10.25 10.25 Lateral 370 P1-12 Purlin- 12gauge 20.442 3.4 Lbyy 10.25 10.25 Lateral 371 P1-3 Purlin- 12gauge 20.453 3.4 Lbyy 10.25 10.25 Lateral 372 P1-7 Purlin- 12gauge 20.477 3.4 Lbyy 10.25 10.25 Lateral 373 P1-5 Purlin- 12gauge 20.483 3.4 Lbyy 10.25 10.25 Lateral 374 P2-12 Purlin 20.442 3.4 Lbyy 10.25 10.25 Lateral 375 P1-6 Purlin- 12gauge 20.482 3.4 Lbyy 10.25 10.25 Lateral 376 P2-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 377 P2-2 Purlins@14gauge 28.953 3.4 Lbyy 12.25 12.25 Lateral 378 P2-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page43 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 379 P1-11 Purlin- 12gauge 20.486 3.4 Lbyy 10.25 10.25 Lateral 380 P1-8 Purlin- 12gauge 20.46 3.4 Lbyy 10.25 10.25 Lateral 381 P2-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 382 P1-10 Purlin- 12gauge 20.514 3.4 Lbyy 10.25 10.25 Lateral 383 P2-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 384 P2-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 385 P1-4 Purlin- 12gauge 20.498 3.4 Lbyy 10.25 10.25 Lateral 386 P2-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 387 P1-13 Purlin- 12gauge 25.956 3.4 Lbyy 12.5 12.5 Lateral 388 P2-13 Purlin 25.956 3.4 Lbyy 12.5 12.5 Lateral 389 P32-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 390 P32-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 391 P32-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 392 P31-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 393 P31-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 394 P31-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 395 P31-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 396 P32-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 397 P32-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 398 P31-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 399 P32-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 400 P31-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 401 P31-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 402 P32-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 403 P31-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 404 P31-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 405 P32-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 406 P32-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 407 P31-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 408 P32-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 409 P33-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 410 P33-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 411 P34-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 412 P33-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 413 P33-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 414 P34-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 415 P33-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 416 P34-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 417 P34-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 418 P34-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 419 P34-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 420 P33-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 421 P34-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 422 P34-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 423 P33-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 424 P33-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 425 P34-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 426 P33-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 427 P33-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 428 P34-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 429 P36-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 430 P36-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 431 P36-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 432 P35-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 433 P35-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page44 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 434 P35-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 435 P36-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 436 P36-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 437 P35-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 438 P35-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 439 P36-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 440 P36-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 441 P35-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 442 P36-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 443 P36-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 444 P35-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 445 P35-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 446 P36-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 447 P35-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 448 P35-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 449 P38-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 450 P38-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 451 P37-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 452 P37-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 453 P38-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 454 P37-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 455 P38-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 456 P38-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 457 P38-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 458 P37-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 459 P37-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 460 P38-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 461 P37-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 462 P37-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 463 P37-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 464 P38-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 465 P38-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 466 P37-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 467 P38-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 468 P37-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 469 P40-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 470 P40-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 471 P39-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 472 P39-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 473 P39-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 474 P40-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 475 P40-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 476 P39-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 477 P39-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 478 P40-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 479 P40-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 480 P39-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 481 P40-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 482 P39-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 483 P39-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 484 P40-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 485 P39-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 486 P40-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 487 P40-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 488 P39-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page45 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 489 P42-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 490 P41-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 491 P42-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 492 P41-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 493 P41-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 494 P42-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 495 P42-10 Purlin 25.898 3.4 Lbyy 10.25 10.25 Lateral 496 P42-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 497 P41-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 498 P41-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 499 P42-9 Purlin 20.448 3.4 Lbyy 10.25 10.25 Lateral 500 P41-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 501 P41-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 502 P41-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 503 P42-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 504 P41-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 505 P42-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 506 P41-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 507 P42-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 508 P42-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 509 P44-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 510 P43-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 511 P44-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 512 P43-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 513 P44-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 514 P44-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 515 P44-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 516 P43-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 517 P44-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 518 P43-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 519 P43-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 520 P43-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 521 P43-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 522 P44-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 523 P43-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 524 P43-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 525 P44-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 526 P44-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 527 P46-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 528 P45-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 529 P45-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 530 P45-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 531 P45-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 532 P45-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 533 P46-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 534 P46-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 535 P45-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 536 P45-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 537 P46-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 538 P46-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 539 P46-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 540 P46-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 541 P45-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 542 P45-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 543 P46-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page46 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 544 P46-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 545 P48-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 546 P47-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 547 P47-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 548 P48-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 549 P47-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 550 P47-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 551 P48-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 552 P48-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 553 P48-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 554 P48-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 555 P47-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 556 P47-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 557 P48-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 558 P47-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 559 P47-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 560 P48-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 561 P48-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 562 P47-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 563 P50-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 564 P50-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 565 P50-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 566 P50-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 567 P50-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 568 P50-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 569 P50-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 570 P49-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 571 P49-1 Purlins@14gauge 20.848 3.4 Lbyy 8.25 8.25 Lateral 572 P49-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 573 P50-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 574 P49-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 575 P50-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 576 P49-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 577 P49-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 578 P49-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 579 P49-2 Purlin 24.953 3.4 Lbyy 12.25 12.25 Lateral 580 P49-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 581 P51-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 582 P52-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 583 P52-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 584 P51-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 585 P51-2 Purlins@14gauge 28.953 3.4 Lbyy 12.25 12.25 Lateral 586 P52-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 587 P51-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 588 P52-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 589 P52-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 590 P52-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 591 P52-9 Purlin 25.946 3.4 Lbyy 10.25 10.25 Lateral 592 P51-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 593 P52-2 Purlins@14gauge 28.953 3.4 Lbyy 12.25 12.25 Lateral 594 P51-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 595 P51-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 596 P51-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 597 P54-7 Purlin- 12gauge 20.477 3.4 Lbyy 10.25 10.25 Lateral 598 P54-8 Purlin- 12gauge 20.46 3.4 Lbyy 10.25 10.25 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page47 ColdFormedSteelDesignParameters(Continued) Label Shape Length[ft] Lby-y[ft] Lcomptop[ft] Lcompbot[ft] L-Torque[ft] Function 599 P53-7 Purlin 20.477 3.4 Lbyy 10.25 10.25 Lateral 600 P53-8 Purlin 20.46 3.4 Lbyy 10.25 10.25 Lateral 601 P54-9 Purlin- 12gauge 19.146 3.4 Lbyy 10.25 10.25 Lateral 602 P54-3 Purlin- 12gauge 20.453 3.4 Lbyy 10.25 10.25 Lateral 603 P53-3 Purlin 20.453 3.4 Lbyy 10.25 10.25 Lateral 604 P53-2 Purlins@14gauge 28.953 3.4 Lbyy 12.25 12.25 Lateral 605 P53-4 Purlin 20.498 3.4 Lbyy 10.25 10.25 Lateral 606 P54-2 Purlin- 12gauge 28.953 3.4 Lbyy 12.25 12.25 Lateral 607 P54-6 Purlin- 12gauge 20.482 3.4 Lbyy 10.25 10.25 Lateral 608 P53-5 Purlin 20.483 3.4 Lbyy 10.25 10.25 Lateral 609 P54-4 Purlin- 12gauge 20.498 3.4 Lbyy 10.25 10.25 Lateral 610 P54-5 Purlin- 12gauge 20.483 3.4 Lbyy 10.25 10.25 Lateral 611 P53-6 Purlin 20.482 3.4 Lbyy 10.25 10.25 Lateral 612 P53-9 Purlin 19.146 3.4 Lbyy 10.25 10.25 Lateral MemberDistributedLoads(BLC2:Solarpanels) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P15-12 Y -8.2 -8.2 0 %100 2 P9-12 Y -8.2 -8.2 0 %100 3 P5-3 Y -8.2 -8.2 0 %100 4 P18-1 Y -8.2 -8.2 0 %100 5 P13-7 Y -8.2 -8.2 0 %100 6 P15-7 Y -8.2 -8.2 0 %100 7 P28-3 Y -8.2 -8.2 0 %100 8 P5-11 Y -8.2 -8.2 0 %100 9 P14-6 Y -8.2 -8.2 0 %100 10 P34-2 Y -8.2 -8.2 0 %100 11 P44-3 Y -8.2 -8.2 0 %100 12 P16-10 Y -8.2 -8.2 0 %100 13 P11-2 Y -8.2 -8.2 0 %100 14 P4-9 Y -8.2 -8.2 0 %100 15 P43-8 Y -8.2 -8.2 0 %100 16 P40-2 Y -8.2 -8.2 0 %100 17 P36-4 Y -8.2 -8.2 0 %100 18 P7-10 Y -8.2 -8.2 0 %100 19 P33-5 Y -8.2 -8.2 0 %100 20 P26-9 Y -8.2 -8.2 0 %100 21 P26-5 Y -8.2 -8.2 0 %100 22 P48-9 Y -8.2 -8.2 0 %100 23 P18-3 Y -8.2 -8.2 0 %100 24 P9-3 Y -8.2 -8.2 0 %100 25 P54-5 Y -8.2 -8.2 0 %100 26 P10-13 Y -8.2 -8.2 0 %100 27 P7-11 Y -8.2 -8.2 0 %100 28 P44-9 Y -8.2 -8.2 0 %100 29 P52-8 Y -8.2 -8.2 0 %100 30 P2-11 Y -8.2 -8.2 0 %100 31 P8-8 Y -8.2 -8.2 0 %100 32 P43-7 Y -8.2 -8.2 0 %100 33 P11-8 Y -8.2 -8.2 0 %100 34 P10-1 Y -8.2 -8.2 0 %100 35 P17-9 Y -8.2 -8.2 0 %100 36 P3-2 Y -8.2 -8.2 0 %100 37 P41-5 Y -8.2 -8.2 0 %100 38 P42-7 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page48 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 39 P21-1 Y -8.2 -8.2 0 %100 40 P21-12 Y -8.2 -8.2 0 %100 41 P17-10 Y -8.2 -8.2 0 %100 42 P29-10 Y -8.2 -8.2 0 %100 43 P21-6 Y -8.2 -8.2 0 %100 44 P24-5 Y -8.2 -8.2 0 %100 45 P17-1 Y -8.2 -8.2 0 %100 46 P3-10 Y -8.2 -8.2 0 %100 47 P14-1 Y -8.2 -8.2 0 %100 48 P19-3 Y -8.2 -8.2 0 %100 49 P15-13 Y -8.2 -8.2 0 %100 50 P22-11 Y -8.2 -8.2 0 %100 51 P39-7 Y -8.2 -8.2 0 %100 52 P8-6 Y -8.2 -8.2 0 %100 53 P32-10 Y -8.2 -8.2 0 %100 54 P30-1 Y -8.2 -8.2 0 %100 55 P19-9 Y -8.2 -8.2 0 %100 56 P29-8 Y -8.2 -8.2 0 %100 57 P12-6 Y -8.2 -8.2 0 %100 58 P50-9 Y -8.2 -8.2 0 %100 59 P2-8 Y -8.2 -8.2 0 %100 60 P7-6 Y -8.2 -8.2 0 %100 61 P53-5 Y -8.2 -8.2 0 %100 62 P18-5 Y -8.2 -8.2 0 %100 63 P37-8 Y -8.2 -8.2 0 %100 64 P11-5 Y -8.2 -8.2 0 %100 65 P24-3 Y -8.2 -8.2 0 %100 66 P23-7 Y -8.2 -8.2 0 %100 67 P51-8 Y -8.2 -8.2 0 %100 68 P16-7 Y -8.2 -8.2 0 %100 69 P24-4 Y -8.2 -8.2 0 %100 70 P38-10 Y -8.2 -8.2 0 %100 71 P21-11 Y -8.2 -8.2 0 %100 72 P13-12 Y -8.2 -8.2 0 %100 73 P2-9 Y -8.2 -8.2 0 %100 74 P5-2 Y -8.2 -8.2 0 %100 75 P5-5 Y -8.2 -8.2 0 %100 76 P19-8 Y -8.2 -8.2 0 %100 77 P28-9 Y -8.2 -8.2 0 %100 78 P20-8 Y -8.2 -8.2 0 %100 79 P27-6 Y -8.2 -8.2 0 %100 80 P34-10 Y -8.2 -8.2 0 %100 81 P27-1 Y -8.2 -8.2 0 %100 82 P27-9 Y -8.2 -8.2 0 %100 83 P27-2 Y -8.2 -8.2 0 %100 84 P10-5 Y -8.2 -8.2 0 %100 85 P27-3 Y -8.2 -8.2 0 %100 86 P2-13 Y -8.2 -8.2 0 %100 87 P10-12 Y -8.2 -8.2 0 %100 88 P13-11 Y -8.2 -8.2 0 %100 89 P25-9 Y -8.2 -8.2 0 %100 90 P27-4 Y -8.2 -8.2 0 %100 91 P27-5 Y -8.2 -8.2 0 %100 92 P36-10 Y -8.2 -8.2 0 %100 93 P48-6 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page49 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 94 P3-8 Y -8.2 -8.2 0 %100 95 P7-9 Y -8.2 -8.2 0 %100 96 P13-6 Y -8.2 -8.2 0 %100 97 P47-4 Y -8.2 -8.2 0 %100 98 P27-8 Y -8.2 -8.2 0 %100 99 P9-7 Y -8.2 -8.2 0 %100 100 P28-2 Y -8.2 -8.2 0 %100 101 P14-5 Y -8.2 -8.2 0 %100 102 P12-1 Y -8.2 -8.2 0 %100 103 P28-4 Y -8.2 -8.2 0 %100 104 P9-14 Y -8.2 -8.2 0 %100 105 P38-4 Y -8.2 -8.2 0 %100 106 P23-12 Y -8.2 -8.2 0 %100 107 P28-5 Y -8.2 -8.2 0 %100 108 P5-6 Y -8.2 -8.2 0 %100 109 P14-13 Y -8.2 -8.2 0 %100 110 P13-8 Y -8.2 -8.2 0 %100 111 P26-6 Y -8.2 -8.2 0 %100 112 P30-5 Y -8.2 -8.2 0 %100 113 P26-4 Y -8.2 -8.2 0 %100 114 P2-12 Y -8.2 -8.2 0 %100 115 P25-2 Y -8.2 -8.2 0 %100 116 P30-9 Y -8.2 -8.2 0 %100 117 P53-6 Y -8.2 -8.2 0 %100 118 P25-6 Y -8.2 -8.2 0 %100 119 P41-2 Y -8.2 -8.2 0 %100 120 P8-13 Y -8.2 -8.2 0 %100 121 P42-5 Y -8.2 -8.2 0 %100 122 P25-7 Y -8.2 -8.2 0 %100 123 P6-4 Y -8.2 -8.2 0 %100 124 P50-6 Y -8.2 -8.2 0 %100 125 P25-10 Y -8.2 -8.2 0 %100 126 P45-3 Y -8.2 -8.2 0 %100 127 P23-2 Y -8.2 -8.2 0 %100 128 P14-9 Y -8.2 -8.2 0 %100 129 P48-3 Y -8.2 -8.2 0 %100 130 P30-6 Y -8.2 -8.2 0 %100 131 P19-12 Y -8.2 -8.2 0 %100 132 P1-2 Y -8.2 -8.2 0 %100 133 P29-3 Y -8.2 -8.2 0 %100 134 P17-11 Y -8.2 -8.2 0 %100 135 P30-3 Y -8.2 -8.2 0 %100 136 P29-4 Y -8.2 -8.2 0 %100 137 P33-7 Y -8.2 -8.2 0 %100 138 P12-14 Y -8.2 -8.2 0 %100 139 P29-5 Y -8.2 -8.2 0 %100 140 P43-2 Y -8.2 -8.2 0 %100 141 P48-4 Y -8.2 -8.2 0 %100 142 P29-6 Y -8.2 -8.2 0 %100 143 P12-9 Y -8.2 -8.2 0 %100 144 P32-7 Y -8.2 -8.2 0 %100 145 P29-7 Y -8.2 -8.2 0 %100 146 P37-5 Y -8.2 -8.2 0 %100 147 P21-4 Y -8.2 -8.2 0 %100 148 P30-8 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page50 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 149 P6-14 Y -8.2 -8.2 0 %100 150 P30-10 Y -8.2 -8.2 0 %100 151 P23-9 Y -8.2 -8.2 0 %100 152 P19-1 Y -8.2 -8.2 0 %100 153 P21-2 Y -8.2 -8.2 0 %100 154 P23-3 Y -8.2 -8.2 0 %100 155 P6-6 Y -8.2 -8.2 0 %100 156 P16-4 Y -8.2 -8.2 0 %100 157 P23-10 Y -8.2 -8.2 0 %100 158 P24-10 Y -8.2 -8.2 0 %100 159 P15-1 Y -8.2 -8.2 0 %100 160 P7-7 Y -8.2 -8.2 0 %100 161 P23-11 Y -8.2 -8.2 0 %100 162 P51-4 Y -8.2 -8.2 0 %100 163 P23-13 Y -8.2 -8.2 0 %100 164 P12-11 Y -8.2 -8.2 0 %100 165 P6-1 Y -8.2 -8.2 0 %100 166 P21-8 Y -8.2 -8.2 0 %100 167 P21-13 Y -8.2 -8.2 0 %100 168 P31-6 Y -8.2 -8.2 0 %100 169 P22-9 Y -8.2 -8.2 0 %100 170 P54-2 Y -8.2 -8.2 0 %100 171 P6-9 Y -8.2 -8.2 0 %100 172 P50-3 Y -8.2 -8.2 0 %100 173 P53-4 Y -8.2 -8.2 0 %100 174 P53-7 Y -8.2 -8.2 0 %100 175 P54-8 Y -8.2 -8.2 0 %100 176 P6-11 Y -8.2 -8.2 0 %100 177 P32-6 Y -8.2 -8.2 0 %100 178 P22-6 Y -8.2 -8.2 0 %100 179 P11-14 Y -8.2 -8.2 0 %100 180 P17-3 Y -8.2 -8.2 0 %100 181 P22-2 Y -8.2 -8.2 0 %100 182 P21-3 Y -8.2 -8.2 0 %100 183 P20-12 Y -8.2 -8.2 0 %100 184 P22-3 Y -8.2 -8.2 0 %100 185 P31-5 Y -8.2 -8.2 0 %100 186 P5-1 Y -8.2 -8.2 0 %100 187 P21-5 Y -8.2 -8.2 0 %100 188 P21-7 Y -8.2 -8.2 0 %100 189 P16-2 Y -8.2 -8.2 0 %100 190 P44-4 Y -8.2 -8.2 0 %100 191 P22-13 Y -8.2 -8.2 0 %100 192 P34-4 Y -8.2 -8.2 0 %100 193 P20-9 Y -8.2 -8.2 0 %100 194 P35-8 Y -8.2 -8.2 0 %100 195 P45-8 Y -8.2 -8.2 0 %100 196 P41-4 Y -8.2 -8.2 0 %100 197 P19-4 Y -8.2 -8.2 0 %100 198 P12-13 Y -8.2 -8.2 0 %100 199 P3-9 Y -8.2 -8.2 0 %100 200 P4-5 Y -8.2 -8.2 0 %100 201 P36-5 Y -8.2 -8.2 0 %100 202 P53-2 Y -8.2 -8.2 0 %100 203 P19-11 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page51 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 204 P37-4 Y -8.2 -8.2 0 %100 205 P20-11 Y -8.2 -8.2 0 %100 206 P33-3 Y -8.2 -8.2 0 %100 207 P19-7 Y -8.2 -8.2 0 %100 208 P19-10 Y -8.2 -8.2 0 %100 209 P39-4 Y -8.2 -8.2 0 %100 210 P2-7 Y -8.2 -8.2 0 %100 211 P8-10 Y -8.2 -8.2 0 %100 212 P10-3 Y -8.2 -8.2 0 %100 213 P17-5 Y -8.2 -8.2 0 %100 214 P33-9 Y -8.2 -8.2 0 %100 215 P17-13 Y -8.2 -8.2 0 %100 216 P54-6 Y -8.2 -8.2 0 %100 217 P17-2 Y -8.2 -8.2 0 %100 218 P18-9 Y -8.2 -8.2 0 %100 219 P47-9 Y -8.2 -8.2 0 %100 220 P18-10 Y -8.2 -8.2 0 %100 221 P31-4 Y -8.2 -8.2 0 %100 222 P48-5 Y -8.2 -8.2 0 %100 223 P13-3 Y -8.2 -8.2 0 %100 224 P18-4 Y -8.2 -8.2 0 %100 225 P18-11 Y -8.2 -8.2 0 %100 226 P14-8 Y -8.2 -8.2 0 %100 227 P18-12 Y -8.2 -8.2 0 %100 228 P3-5 Y -8.2 -8.2 0 %100 229 P52-3 Y -8.2 -8.2 0 %100 230 P43-6 Y -8.2 -8.2 0 %100 231 P17-7 Y -8.2 -8.2 0 %100 232 P52-9 Y -8.2 -8.2 0 %100 233 P35-1 Y -8.2 -8.2 0 %100 234 P18-8 Y -8.2 -8.2 0 %100 235 P11-6 Y -8.2 -8.2 0 %100 236 P5-10 Y -8.2 -8.2 0 %100 237 P15-6 Y -8.2 -8.2 0 %100 238 P1-5 Y -8.2 -8.2 0 %100 239 P38-6 Y -8.2 -8.2 0 %100 240 P40-10 Y -8.2 -8.2 0 %100 241 P15-3 Y -8.2 -8.2 0 %100 242 P16-14 Y -8.2 -8.2 0 %100 243 P16-8 Y -8.2 -8.2 0 %100 244 P13-9 Y -8.2 -8.2 0 %100 245 P7-3 Y -8.2 -8.2 0 %100 246 P6-5 Y -8.2 -8.2 0 %100 247 P13-10 Y -8.2 -8.2 0 %100 248 P14-4 Y -8.2 -8.2 0 %100 249 P45-2 Y -8.2 -8.2 0 %100 250 P7-4 Y -8.2 -8.2 0 %100 251 P11-3 Y -8.2 -8.2 0 %100 252 P33-1 Y -8.2 -8.2 0 %100 253 P12-2 Y -8.2 -8.2 0 %100 254 P12-5 Y -8.2 -8.2 0 %100 255 P3-4 Y -8.2 -8.2 0 %100 256 P2-3 Y -8.2 -8.2 0 %100 257 P45-4 Y -8.2 -8.2 0 %100 258 P12-12 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page52 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 259 P31-3 Y -8.2 -8.2 0 %100 260 P3-6 Y -8.2 -8.2 0 %100 261 P12-8 Y -8.2 -8.2 0 %100 262 P9-9 Y -8.2 -8.2 0 %100 263 P44-1 Y -8.2 -8.2 0 %100 264 P9-4 Y -8.2 -8.2 0 %100 265 P39-5 Y -8.2 -8.2 0 %100 266 P10-7 Y -8.2 -8.2 0 %100 267 P7-5 Y -8.2 -8.2 0 %100 268 P5-14 Y -8.2 -8.2 0 %100 269 P9-13 Y -8.2 -8.2 0 %100 270 P1-13 Y -8.2 -8.2 0 %100 271 P2-2 Y -8.2 -8.2 0 %100 272 P8-12 Y -8.2 -8.2 0 %100 273 P5-7 Y -8.2 -8.2 0 %100 274 P2-5 Y -8.2 -8.2 0 %100 275 P5-13 Y -8.2 -8.2 0 %100 276 P8-4 Y -8.2 -8.2 0 %100 277 P31-10 Y -8.2 -8.2 0 %100 278 P7-8 Y -8.2 -8.2 0 %100 279 P39-3 Y -8.2 -8.2 0 %100 280 P7-12 Y -8.2 -8.2 0 %100 281 P1-3 Y -8.2 -8.2 0 %100 282 P7-2 Y -8.2 -8.2 0 %100 283 P6-10 Y -8.2 -8.2 0 %100 284 P3-13 Y -8.2 -8.2 0 %100 285 P5-12 Y -8.2 -8.2 0 %100 286 P38-5 Y -8.2 -8.2 0 %100 287 P5-8 Y -8.2 -8.2 0 %100 288 P42-9 Y -8.2 -8.2 0 %100 289 P45-9 Y -8.2 -8.2 0 %100 290 P5-9 Y -8.2 -8.2 0 %100 291 P4-8 Y -8.2 -8.2 0 %100 292 P4-10 Y -8.2 -8.2 0 %100 293 P4-12 Y -8.2 -8.2 0 %100 294 P52-6 Y -8.2 -8.2 0 %100 295 P1-11 Y -8.2 -8.2 0 %100 296 P4-13 Y -8.2 -8.2 0 %100 297 P46-3 Y -8.2 -8.2 0 %100 298 P19-14 Y -8.2 -8.2 0 %100 299 P20-14 Y -8.2 -8.2 0 %100 300 P31-8 Y -8.2 -8.2 0 %100 301 P14-14 Y -8.2 -8.2 0 %100 302 P32-2 Y -8.2 -8.2 0 %100 303 P53-8 Y -8.2 -8.2 0 %100 304 P13-14 Y -8.2 -8.2 0 %100 305 P1-6 Y -8.2 -8.2 0 %100 306 P46-4 Y -8.2 -8.2 0 %100 307 P34-9 Y -8.2 -8.2 0 %100 308 P38-2 Y -8.2 -8.2 0 %100 309 P2-4 Y -8.2 -8.2 0 %100 310 P41-7 Y -8.2 -8.2 0 %100 311 P37-7 Y -8.2 -8.2 0 %100 312 P1-10 Y -8.2 -8.2 0 %100 313 P35-6 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page53 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 314 P32-9 Y -8.2 -8.2 0 %100 315 P37-2 Y -8.2 -8.2 0 %100 316 P32-8 Y -8.2 -8.2 0 %100 317 P39-1 Y -8.2 -8.2 0 %100 318 P34-3 Y -8.2 -8.2 0 %100 319 P35-10 Y -8.2 -8.2 0 %100 320 P33-2 Y -8.2 -8.2 0 %100 321 P37-9 Y -8.2 -8.2 0 %100 322 P50-8 Y -8.2 -8.2 0 %100 323 P36-7 Y -8.2 -8.2 0 %100 324 P51-7 Y -8.2 -8.2 0 %100 325 P41-1 Y -8.2 -8.2 0 %100 326 P36-6 Y -8.2 -8.2 0 %100 327 P38-8 Y -8.2 -8.2 0 %100 328 P48-8 Y -8.2 -8.2 0 %100 329 P38-7 Y -8.2 -8.2 0 %100 330 P40-4 Y -8.2 -8.2 0 %100 331 P38-3 Y -8.2 -8.2 0 %100 332 P41-6 Y -8.2 -8.2 0 %100 333 P37-3 Y -8.2 -8.2 0 %100 334 P40-1 Y -8.2 -8.2 0 %100 335 P53-9 Y -8.2 -8.2 0 %100 336 P40-8 Y -8.2 -8.2 0 %100 337 P42-8 Y -8.2 -8.2 0 %100 338 P42-6 Y -8.2 -8.2 0 %100 339 P42-2 Y -8.2 -8.2 0 %100 340 P48-7 Y -8.2 -8.2 0 %100 341 P46-2 Y -8.2 -8.2 0 %100 342 P46-1 Y -8.2 -8.2 0 %100 343 P44-5 Y -8.2 -8.2 0 %100 344 P35-3 Y -8.2 -8.2 0 %100 345 P8-11 Y -8.2 -8.2 0 %100 346 P28-8 Y -8.2 -8.2 0 %100 347 P32-5 Y -8.2 -8.2 0 %100 348 P3-3 Y -8.2 -8.2 0 %100 349 P20-5 Y -8.2 -8.2 0 %100 350 P35-9 Y -8.2 -8.2 0 %100 351 P12-4 Y -8.2 -8.2 0 %100 352 P7-14 Y -8.2 -8.2 0 %100 353 P3-11 Y -8.2 -8.2 0 %100 354 P43-4 Y -8.2 -8.2 0 %100 355 P35-4 Y -8.2 -8.2 0 %100 356 P24-13 Y -8.2 -8.2 0 %100 357 P15-4 Y -8.2 -8.2 0 %100 358 P20-10 Y -8.2 -8.2 0 %100 359 P20-3 Y -8.2 -8.2 0 %100 360 P48-1 Y -8.2 -8.2 0 %100 361 P44-7 Y -8.2 -8.2 0 %100 362 P28-10 Y -8.2 -8.2 0 %100 363 P36-1 Y -8.2 -8.2 0 %100 364 P11-7 Y -8.2 -8.2 0 %100 365 P19-13 Y -8.2 -8.2 0 %100 366 P7-13 Y -8.2 -8.2 0 %100 367 P23-6 Y -8.2 -8.2 0 %100 368 P52-2 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page54 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 369 P24-7 Y -8.2 -8.2 0 %100 370 P24-11 Y -8.2 -8.2 0 %100 371 P11-9 Y -8.2 -8.2 0 %100 372 P19-2 Y -8.2 -8.2 0 %100 373 P51-9 Y -8.2 -8.2 0 %100 374 P28-6 Y -8.2 -8.2 0 %100 375 P47-3 Y -8.2 -8.2 0 %100 376 P15-11 Y -8.2 -8.2 0 %100 377 P39-9 Y -8.2 -8.2 0 %100 378 P24-12 Y -8.2 -8.2 0 %100 379 P15-2 Y -8.2 -8.2 0 %100 380 P24-2 Y -8.2 -8.2 0 %100 381 P20-2 Y -8.2 -8.2 0 %100 382 P20-1 Y -8.2 -8.2 0 %100 383 P31-9 Y -8.2 -8.2 0 %100 384 P24-14 Y -8.2 -8.2 0 %100 385 P39-2 Y -8.2 -8.2 0 %100 386 P28-7 Y -8.2 -8.2 0 %100 387 P28-1 Y -8.2 -8.2 0 %100 388 P51-3 Y -8.2 -8.2 0 %100 389 P32-3 Y -8.2 -8.2 0 %100 390 P11-12 Y -8.2 -8.2 0 %100 391 P16-3 Y -8.2 -8.2 0 %100 392 P20-4 Y -8.2 -8.2 0 %100 393 P31-2 Y -8.2 -8.2 0 %100 394 P8-3 Y -8.2 -8.2 0 %100 395 P24-1 Y -8.2 -8.2 0 %100 396 P20-7 Y -8.2 -8.2 0 %100 397 P27-7 Y -8.2 -8.2 0 %100 398 P27-10 Y -8.2 -8.2 0 %100 399 P16-6 Y -8.2 -8.2 0 %100 400 P11-10 Y -8.2 -8.2 0 %100 401 P11-11 Y -8.2 -8.2 0 %100 402 P23-8 Y -8.2 -8.2 0 %100 403 P24-9 Y -8.2 -8.2 0 %100 404 P8-14 Y -8.2 -8.2 0 %100 405 P24-6 Y -8.2 -8.2 0 %100 406 P23-1 Y -8.2 -8.2 0 %100 407 P23-4 Y -8.2 -8.2 0 %100 408 P23-5 Y -8.2 -8.2 0 %100 409 P15-8 Y -8.2 -8.2 0 %100 410 P24-8 Y -8.2 -8.2 0 %100 411 P11-13 Y -8.2 -8.2 0 %100 412 P20-6 Y -8.2 -8.2 0 %100 413 P19-5 Y -8.2 -8.2 0 %100 414 P19-6 Y -8.2 -8.2 0 %100 415 P20-13 Y -8.2 -8.2 0 %100 416 P31-7 Y -8.2 -8.2 0 %100 417 P16-9 Y -8.2 -8.2 0 %100 418 P32-1 Y -8.2 -8.2 0 %100 419 P16-13 Y -8.2 -8.2 0 %100 420 P16-1 Y -8.2 -8.2 0 %100 421 P12-7 Y -8.2 -8.2 0 %100 422 P16-12 Y -8.2 -8.2 0 %100 423 P4-2 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page55 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 424 P15-10 Y -8.2 -8.2 0 %100 425 P15-5 Y -8.2 -8.2 0 %100 426 P16-11 Y -8.2 -8.2 0 %100 427 P16-5 Y -8.2 -8.2 0 %100 428 P15-9 Y -8.2 -8.2 0 %100 429 P7-1 Y -8.2 -8.2 0 %100 430 P12-10 Y -8.2 -8.2 0 %100 431 P8-7 Y -8.2 -8.2 0 %100 432 P11-1 Y -8.2 -8.2 0 %100 433 P11-4 Y -8.2 -8.2 0 %100 434 P12-3 Y -8.2 -8.2 0 %100 435 P3-7 Y -8.2 -8.2 0 %100 436 P4-11 Y -8.2 -8.2 0 %100 437 P8-2 Y -8.2 -8.2 0 %100 438 P8-9 Y -8.2 -8.2 0 %100 439 P8-5 Y -8.2 -8.2 0 %100 440 P8-1 Y -8.2 -8.2 0 %100 441 P4-3 Y -8.2 -8.2 0 %100 442 P4-4 Y -8.2 -8.2 0 %100 443 P4-6 Y -8.2 -8.2 0 %100 444 P3-12 Y -8.2 -8.2 0 %100 445 P4-7 Y -8.2 -8.2 0 %100 446 P23-14 Y -8.2 -8.2 0 %100 447 P15-14 Y -8.2 -8.2 0 %100 448 P32-4 Y -8.2 -8.2 0 %100 449 P31-1 Y -8.2 -8.2 0 %100 450 P36-3 Y -8.2 -8.2 0 %100 451 P36-8 Y -8.2 -8.2 0 %100 452 P36-9 Y -8.2 -8.2 0 %100 453 P35-5 Y -8.2 -8.2 0 %100 454 P35-2 Y -8.2 -8.2 0 %100 455 P36-2 Y -8.2 -8.2 0 %100 456 P35-7 Y -8.2 -8.2 0 %100 457 P39-6 Y -8.2 -8.2 0 %100 458 P40-9 Y -8.2 -8.2 0 %100 459 P40-3 Y -8.2 -8.2 0 %100 460 P40-7 Y -8.2 -8.2 0 %100 461 P39-10 Y -8.2 -8.2 0 %100 462 P39-8 Y -8.2 -8.2 0 %100 463 P40-5 Y -8.2 -8.2 0 %100 464 P40-6 Y -8.2 -8.2 0 %100 465 P44-8 Y -8.2 -8.2 0 %100 466 P43-3 Y -8.2 -8.2 0 %100 467 P43-9 Y -8.2 -8.2 0 %100 468 P43-5 Y -8.2 -8.2 0 %100 469 P43-1 Y -8.2 -8.2 0 %100 470 P44-6 Y -8.2 -8.2 0 %100 471 P44-2 Y -8.2 -8.2 0 %100 472 P47-5 Y -8.2 -8.2 0 %100 473 P47-1 Y -8.2 -8.2 0 %100 474 P47-8 Y -8.2 -8.2 0 %100 475 P48-2 Y -8.2 -8.2 0 %100 476 P47-7 Y -8.2 -8.2 0 %100 477 P47-2 Y -8.2 -8.2 0 %100 478 P47-6 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page56 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 479 P52-7 Y -8.2 -8.2 0 %100 480 P51-5 Y -8.2 -8.2 0 %100 481 P51-2 Y -8.2 -8.2 0 %100 482 P52-4 Y -8.2 -8.2 0 %100 483 P52-5 Y -8.2 -8.2 0 %100 484 P51-6 Y -8.2 -8.2 0 %100 485 P1-8 Y -8.2 -8.2 0 %100 486 P54-7 Y -8.2 -8.2 0 %100 487 P13-4 Y -8.2 -8.2 0 %100 488 P13-5 Y -8.2 -8.2 0 %100 489 P50-5 Y -8.2 -8.2 0 %100 490 P54-3 Y -8.2 -8.2 0 %100 491 P38-1 Y -8.2 -8.2 0 %100 492 P14-7 Y -8.2 -8.2 0 %100 493 P10-4 Y -8.2 -8.2 0 %100 494 P14-11 Y -8.2 -8.2 0 %100 495 P10-9 Y -8.2 -8.2 0 %100 496 P22-12 Y -8.2 -8.2 0 %100 497 P50-4 Y -8.2 -8.2 0 %100 498 P41-9 Y -8.2 -8.2 0 %100 499 P33-4 Y -8.2 -8.2 0 %100 500 P10-14 Y -8.2 -8.2 0 %100 501 P14-10 Y -8.2 -8.2 0 %100 502 P49-1 Y -8.2 -8.2 0 %100 503 P2-10 Y -8.2 -8.2 0 %100 504 P21-14 Y -8.2 -8.2 0 %100 505 P46-9 Y -8.2 -8.2 0 %100 506 P9-5 Y -8.2 -8.2 0 %100 507 P6-12 Y -8.2 -8.2 0 %100 508 P22-8 Y -8.2 -8.2 0 %100 509 P10-8 Y -8.2 -8.2 0 %100 510 P46-6 Y -8.2 -8.2 0 %100 511 P37-6 Y -8.2 -8.2 0 %100 512 P34-8 Y -8.2 -8.2 0 %100 513 P37-10 Y -8.2 -8.2 0 %100 514 P25-3 Y -8.2 -8.2 0 %100 515 P17-6 Y -8.2 -8.2 0 %100 516 P49-8 Y -8.2 -8.2 0 %100 517 P6-3 Y -8.2 -8.2 0 %100 518 P34-1 Y -8.2 -8.2 0 %100 519 P25-4 Y -8.2 -8.2 0 %100 520 P53-3 Y -8.2 -8.2 0 %100 521 P30-2 Y -8.2 -8.2 0 %100 522 P9-10 Y -8.2 -8.2 0 %100 523 P10-10 Y -8.2 -8.2 0 %100 524 P34-7 Y -8.2 -8.2 0 %100 525 P17-8 Y -8.2 -8.2 0 %100 526 P17-12 Y -8.2 -8.2 0 %100 527 P1-7 Y -8.2 -8.2 0 %100 528 P6-13 Y -8.2 -8.2 0 %100 529 P10-2 Y -8.2 -8.2 0 %100 530 P18-7 Y -8.2 -8.2 0 %100 531 P10-6 Y -8.2 -8.2 0 %100 532 P5-4 Y -8.2 -8.2 0 %100 533 P6-7 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page57 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 534 P18-6 Y -8.2 -8.2 0 %100 535 P25-1 Y -8.2 -8.2 0 %100 536 P26-1 Y -8.2 -8.2 0 %100 537 P26-2 Y -8.2 -8.2 0 %100 538 P26-3 Y -8.2 -8.2 0 %100 539 P25-5 Y -8.2 -8.2 0 %100 540 P26-7 Y -8.2 -8.2 0 %100 541 P25-8 Y -8.2 -8.2 0 %100 542 P26-8 Y -8.2 -8.2 0 %100 543 P26-10 Y -8.2 -8.2 0 %100 544 P29-1 Y -8.2 -8.2 0 %100 545 P30-4 Y -8.2 -8.2 0 %100 546 P29-2 Y -8.2 -8.2 0 %100 547 P22-14 Y -8.2 -8.2 0 %100 548 P30-7 Y -8.2 -8.2 0 %100 549 P29-9 Y -8.2 -8.2 0 %100 550 P22-7 Y -8.2 -8.2 0 %100 551 P22-5 Y -8.2 -8.2 0 %100 552 P2-6 Y -8.2 -8.2 0 %100 553 P22-10 Y -8.2 -8.2 0 %100 554 P22-4 Y -8.2 -8.2 0 %100 555 P21-9 Y -8.2 -8.2 0 %100 556 P22-1 Y -8.2 -8.2 0 %100 557 P21-10 Y -8.2 -8.2 0 %100 558 P18-14 Y -8.2 -8.2 0 %100 559 P17-4 Y -8.2 -8.2 0 %100 560 P18-2 Y -8.2 -8.2 0 %100 561 P18-13 Y -8.2 -8.2 0 %100 562 P9-1 Y -8.2 -8.2 0 %100 563 P13-1 Y -8.2 -8.2 0 %100 564 P14-2 Y -8.2 -8.2 0 %100 565 P14-3 Y -8.2 -8.2 0 %100 566 P14-12 Y -8.2 -8.2 0 %100 567 P13-2 Y -8.2 -8.2 0 %100 568 P13-13 Y -8.2 -8.2 0 %100 569 P9-2 Y -8.2 -8.2 0 %100 570 P9-6 Y -8.2 -8.2 0 %100 571 P10-11 Y -8.2 -8.2 0 %100 572 P9-8 Y -8.2 -8.2 0 %100 573 P9-11 Y -8.2 -8.2 0 %100 574 P6-2 Y -8.2 -8.2 0 %100 575 P6-8 Y -8.2 -8.2 0 %100 576 P17-14 Y -8.2 -8.2 0 %100 577 P1-9 Y -8.2 -8.2 0 %100 578 P1-12 Y -8.2 -8.2 0 %100 579 P1-4 Y -8.2 -8.2 0 %100 580 P33-8 Y -8.2 -8.2 0 %100 581 P33-10 Y -8.2 -8.2 0 %100 582 P34-5 Y -8.2 -8.2 0 %100 583 P33-6 Y -8.2 -8.2 0 %100 584 P34-6 Y -8.2 -8.2 0 %100 585 P38-9 Y -8.2 -8.2 0 %100 586 P37-1 Y -8.2 -8.2 0 %100 587 P42-3 Y -8.2 -8.2 0 %100 588 P41-3 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page58 MemberDistributedLoads(BLC2:Solarpanels)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 589 P42-1 Y -8.2 -8.2 0 %100 590 P41-10 Y -8.2 -8.2 0 %100 591 P42-10 Y -8.2 -8.2 0 %100 592 P42-4 Y -8.2 -8.2 0 %100 593 P41-8 Y -8.2 -8.2 0 %100 594 P46-8 Y -8.2 -8.2 0 %100 595 P45-5 Y -8.2 -8.2 0 %100 596 P45-1 Y -8.2 -8.2 0 %100 597 P45-7 Y -8.2 -8.2 0 %100 598 P46-5 Y -8.2 -8.2 0 %100 599 P45-6 Y -8.2 -8.2 0 %100 600 P46-7 Y -8.2 -8.2 0 %100 601 P50-1 Y -8.2 -8.2 0 %100 602 P50-7 Y -8.2 -8.2 0 %100 603 P49-5 Y -8.2 -8.2 0 %100 604 P49-9 Y -8.2 -8.2 0 %100 605 P50-2 Y -8.2 -8.2 0 %100 606 P49-3 Y -8.2 -8.2 0 %100 607 P49-4 Y -8.2 -8.2 0 %100 608 P49-7 Y -8.2 -8.2 0 %100 609 P49-2 Y -8.2 -8.2 0 %100 610 P49-6 Y -8.2 -8.2 0 %100 611 P54-9 Y -8.2 -8.2 0 %100 612 P54-4 Y -8.2 -8.2 0 %100 MemberDistributedLoads(BLC3:Lr) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P24-13 Y -41 -41 0 %100 2 P19-3 Y -41 -41 0 %100 3 P33-2 Y -41 -41 0 %100 4 P6-14 Y -41 -41 0 %100 5 P4-8 Y -41 -41 0 %100 6 P32-8 Y -41 -41 0 %100 7 P38-3 Y -41 -41 0 %100 8 P27-3 Y -41 -41 0 %100 9 P3-5 Y -41 -41 0 %100 10 P52-7 Y -41 -41 0 %100 11 P23-8 Y -41 -41 0 %100 12 P33-9 Y -41 -41 0 %100 13 P2-13 Y -41 -41 0 %100 14 P7-2 Y -41 -41 0 %100 15 P23-1 Y -41 -41 0 %100 16 P35-8 Y -41 -41 0 %100 17 P3-4 Y -41 -41 0 %100 18 P38-5 Y -41 -41 0 %100 19 P53-6 Y -41 -41 0 %100 20 P54-2 Y -41 -41 0 %100 21 P32-1 Y -41 -41 0 %100 22 P9-5 Y -41 -41 0 %100 23 P22-2 Y -41 -41 0 %100 24 P27-7 Y -41 -41 0 %100 25 P8-8 Y -41 -41 0 %100 26 P4-4 Y -41 -41 0 %100 27 P49-3 Y -41 -41 0 %100 28 P13-7 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page59 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 29 P3-11 Y -41 -41 0 %100 30 P4-2 Y -41 -41 0 %100 31 P8-12 Y -41 -41 0 %100 32 P41-7 Y -41 -41 0 %100 33 P10-7 Y -41 -41 0 %100 34 P3-10 Y -41 -41 0 %100 35 P17-8 Y -41 -41 0 %100 36 P4-11 Y -41 -41 0 %100 37 P21-8 Y -41 -41 0 %100 38 P7-3 Y -41 -41 0 %100 39 P5-10 Y -41 -41 0 %100 40 P18-11 Y -41 -41 0 %100 41 P16-11 Y -41 -41 0 %100 42 P12-14 Y -41 -41 0 %100 43 P47-3 Y -41 -41 0 %100 44 P22-11 Y -41 -41 0 %100 45 P46-5 Y -41 -41 0 %100 46 P15-14 Y -41 -41 0 %100 47 P43-2 Y -41 -41 0 %100 48 P30-10 Y -41 -41 0 %100 49 P14-10 Y -41 -41 0 %100 50 P21-11 Y -41 -41 0 %100 51 P16-4 Y -41 -41 0 %100 52 P34-9 Y -41 -41 0 %100 53 P18-10 Y -41 -41 0 %100 54 P23-4 Y -41 -41 0 %100 55 P7-12 Y -41 -41 0 %100 56 P19-8 Y -41 -41 0 %100 57 P23-14 Y -41 -41 0 %100 58 P31-6 Y -41 -41 0 %100 59 P16-1 Y -41 -41 0 %100 60 P30-1 Y -41 -41 0 %100 61 P47-4 Y -41 -41 0 %100 62 P8-3 Y -41 -41 0 %100 63 P36-2 Y -41 -41 0 %100 64 P16-10 Y -41 -41 0 %100 65 P52-5 Y -41 -41 0 %100 66 P8-7 Y -41 -41 0 %100 67 P20-9 Y -41 -41 0 %100 68 P11-1 Y -41 -41 0 %100 69 P45-4 Y -41 -41 0 %100 70 P25-5 Y -41 -41 0 %100 71 P15-1 Y -41 -41 0 %100 72 P10-1 Y -41 -41 0 %100 73 P52-3 Y -41 -41 0 %100 74 P23-11 Y -41 -41 0 %100 75 P7-1 Y -41 -41 0 %100 76 P15-5 Y -41 -41 0 %100 77 P23-12 Y -41 -41 0 %100 78 P10-2 Y -41 -41 0 %100 79 P54-8 Y -41 -41 0 %100 80 P15-9 Y -41 -41 0 %100 81 P26-4 Y -41 -41 0 %100 82 P14-4 Y -41 -41 0 %100 83 P5-12 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page60 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 84 P26-2 Y -41 -41 0 %100 85 P6-12 Y -41 -41 0 %100 86 P28-1 Y -41 -41 0 %100 87 P11-7 Y -41 -41 0 %100 88 P27-1 Y -41 -41 0 %100 89 P20-10 Y -41 -41 0 %100 90 P27-2 Y -41 -41 0 %100 91 P27-4 Y -41 -41 0 %100 92 P1-8 Y -41 -41 0 %100 93 P20-3 Y -41 -41 0 %100 94 P15-3 Y -41 -41 0 %100 95 P48-3 Y -41 -41 0 %100 96 P27-5 Y -41 -41 0 %100 97 P27-6 Y -41 -41 0 %100 98 P15-4 Y -41 -41 0 %100 99 P14-2 Y -41 -41 0 %100 100 P38-8 Y -41 -41 0 %100 101 P27-8 Y -41 -41 0 %100 102 P14-12 Y -41 -41 0 %100 103 P27-9 Y -41 -41 0 %100 104 P27-10 Y -41 -41 0 %100 105 P28-2 Y -41 -41 0 %100 106 P28-3 Y -41 -41 0 %100 107 P26-1 Y -41 -41 0 %100 108 P17-1 Y -41 -41 0 %100 109 P28-4 Y -41 -41 0 %100 110 P28-5 Y -41 -41 0 %100 111 P30-7 Y -41 -41 0 %100 112 P4-9 Y -41 -41 0 %100 113 P49-4 Y -41 -41 0 %100 114 P19-5 Y -41 -41 0 %100 115 P28-6 Y -41 -41 0 %100 116 P2-5 Y -41 -41 0 %100 117 P28-7 Y -41 -41 0 %100 118 P1-10 Y -41 -41 0 %100 119 P28-8 Y -41 -41 0 %100 120 P28-9 Y -41 -41 0 %100 121 P2-6 Y -41 -41 0 %100 122 P7-14 Y -41 -41 0 %100 123 P28-10 Y -41 -41 0 %100 124 P16-9 Y -41 -41 0 %100 125 P26-6 Y -41 -41 0 %100 126 P32-10 Y -41 -41 0 %100 127 P25-1 Y -41 -41 0 %100 128 P26-9 Y -41 -41 0 %100 129 P5-2 Y -41 -41 0 %100 130 P12-6 Y -41 -41 0 %100 131 P24-10 Y -41 -41 0 %100 132 P44-3 Y -41 -41 0 %100 133 P25-2 Y -41 -41 0 %100 134 P25-3 Y -41 -41 0 %100 135 P20-2 Y -41 -41 0 %100 136 P26-3 Y -41 -41 0 %100 137 P2-2 Y -41 -41 0 %100 138 P25-4 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page61 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 139 P26-10 Y -41 -41 0 %100 140 P20-4 Y -41 -41 0 %100 141 P26-5 Y -41 -41 0 %100 142 P25-6 Y -41 -41 0 %100 143 P5-8 Y -41 -41 0 %100 144 P25-7 Y -41 -41 0 %100 145 P6-2 Y -41 -41 0 %100 146 P10-6 Y -41 -41 0 %100 147 P40-5 Y -41 -41 0 %100 148 P26-7 Y -41 -41 0 %100 149 P52-9 Y -41 -41 0 %100 150 P42-4 Y -41 -41 0 %100 151 P25-8 Y -41 -41 0 %100 152 P26-8 Y -41 -41 0 %100 153 P25-9 Y -41 -41 0 %100 154 P6-6 Y -41 -41 0 %100 155 P25-10 Y -41 -41 0 %100 156 P30-6 Y -41 -41 0 %100 157 P29-1 Y -41 -41 0 %100 158 P38-6 Y -41 -41 0 %100 159 P30-9 Y -41 -41 0 %100 160 P24-11 Y -41 -41 0 %100 161 P22-12 Y -41 -41 0 %100 162 P30-4 Y -41 -41 0 %100 163 P3-12 Y -41 -41 0 %100 164 P2-12 Y -41 -41 0 %100 165 P29-2 Y -41 -41 0 %100 166 P12-13 Y -41 -41 0 %100 167 P47-7 Y -41 -41 0 %100 168 P30-2 Y -41 -41 0 %100 169 P29-3 Y -41 -41 0 %100 170 P14-7 Y -41 -41 0 %100 171 P3-6 Y -41 -41 0 %100 172 P17-2 Y -41 -41 0 %100 173 P30-3 Y -41 -41 0 %100 174 P29-4 Y -41 -41 0 %100 175 P41-2 Y -41 -41 0 %100 176 P29-5 Y -41 -41 0 %100 177 P24-3 Y -41 -41 0 %100 178 P46-6 Y -41 -41 0 %100 179 P30-5 Y -41 -41 0 %100 180 P29-6 Y -41 -41 0 %100 181 P6-3 Y -41 -41 0 %100 182 P29-7 Y -41 -41 0 %100 183 P11-2 Y -41 -41 0 %100 184 P29-8 Y -41 -41 0 %100 185 P11-8 Y -41 -41 0 %100 186 P51-7 Y -41 -41 0 %100 187 P30-8 Y -41 -41 0 %100 188 P5-1 Y -41 -41 0 %100 189 P50-5 Y -41 -41 0 %100 190 P39-1 Y -41 -41 0 %100 191 P7-7 Y -41 -41 0 %100 192 P29-9 Y -41 -41 0 %100 193 P29-10 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page62 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 194 P3-2 Y -41 -41 0 %100 195 P24-7 Y -41 -41 0 %100 196 P52-2 Y -41 -41 0 %100 197 P23-2 Y -41 -41 0 %100 198 P24-9 Y -41 -41 0 %100 199 P23-9 Y -41 -41 0 %100 200 P24-12 Y -41 -41 0 %100 201 P21-10 Y -41 -41 0 %100 202 P4-10 Y -41 -41 0 %100 203 P6-8 Y -41 -41 0 %100 204 P24-6 Y -41 -41 0 %100 205 P24-4 Y -41 -41 0 %100 206 P37-9 Y -41 -41 0 %100 207 P24-1 Y -41 -41 0 %100 208 P39-9 Y -41 -41 0 %100 209 P24-2 Y -41 -41 0 %100 210 P23-3 Y -41 -41 0 %100 211 P47-8 Y -41 -41 0 %100 212 P14-1 Y -41 -41 0 %100 213 P23-5 Y -41 -41 0 %100 214 P42-2 Y -41 -41 0 %100 215 P24-5 Y -41 -41 0 %100 216 P23-6 Y -41 -41 0 %100 217 P23-7 Y -41 -41 0 %100 218 P1-4 Y -41 -41 0 %100 219 P21-9 Y -41 -41 0 %100 220 P24-8 Y -41 -41 0 %100 221 P12-3 Y -41 -41 0 %100 222 P13-9 Y -41 -41 0 %100 223 P12-12 Y -41 -41 0 %100 224 P23-10 Y -41 -41 0 %100 225 P23-13 Y -41 -41 0 %100 226 P22-5 Y -41 -41 0 %100 227 P21-13 Y -41 -41 0 %100 228 P31-8 Y -41 -41 0 %100 229 P34-6 Y -41 -41 0 %100 230 P22-10 Y -41 -41 0 %100 231 P22-4 Y -41 -41 0 %100 232 P21-1 Y -41 -41 0 %100 233 P22-7 Y -41 -41 0 %100 234 P44-4 Y -41 -41 0 %100 235 P21-2 Y -41 -41 0 %100 236 P45-6 Y -41 -41 0 %100 237 P22-9 Y -41 -41 0 %100 238 P16-2 Y -41 -41 0 %100 239 P8-4 Y -41 -41 0 %100 240 P22-6 Y -41 -41 0 %100 241 P22-1 Y -41 -41 0 %100 242 P12-10 Y -41 -41 0 %100 243 P34-2 Y -41 -41 0 %100 244 P21-3 Y -41 -41 0 %100 245 P22-3 Y -41 -41 0 %100 246 P21-4 Y -41 -41 0 %100 247 P13-5 Y -41 -41 0 %100 248 P21-5 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page63 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 249 P21-6 Y -41 -41 0 %100 250 P43-6 Y -41 -41 0 %100 251 P17-12 Y -41 -41 0 %100 252 P20-14 Y -41 -41 0 %100 253 P21-7 Y -41 -41 0 %100 254 P22-8 Y -41 -41 0 %100 255 P21-12 Y -41 -41 0 %100 256 P22-13 Y -41 -41 0 %100 257 P9-6 Y -41 -41 0 %100 258 P50-9 Y -41 -41 0 %100 259 P20-5 Y -41 -41 0 %100 260 P19-4 Y -41 -41 0 %100 261 P6-13 Y -41 -41 0 %100 262 P19-2 Y -41 -41 0 %100 263 P21-14 Y -41 -41 0 %100 264 P19-13 Y -41 -41 0 %100 265 P51-4 Y -41 -41 0 %100 266 P19-1 Y -41 -41 0 %100 267 P19-11 Y -41 -41 0 %100 268 P16-7 Y -41 -41 0 %100 269 P38-1 Y -41 -41 0 %100 270 P20-7 Y -41 -41 0 %100 271 P19-7 Y -41 -41 0 %100 272 P20-11 Y -41 -41 0 %100 273 P7-8 Y -41 -41 0 %100 274 P19-9 Y -41 -41 0 %100 275 P20-12 Y -41 -41 0 %100 276 P20-6 Y -41 -41 0 %100 277 P52-4 Y -41 -41 0 %100 278 P50-3 Y -41 -41 0 %100 279 P20-1 Y -41 -41 0 %100 280 P9-3 Y -41 -41 0 %100 281 P19-6 Y -41 -41 0 %100 282 P9-14 Y -41 -41 0 %100 283 P20-8 Y -41 -41 0 %100 284 P19-10 Y -41 -41 0 %100 285 P19-12 Y -41 -41 0 %100 286 P20-13 Y -41 -41 0 %100 287 P17-10 Y -41 -41 0 %100 288 P17-6 Y -41 -41 0 %100 289 P18-7 Y -41 -41 0 %100 290 P37-7 Y -41 -41 0 %100 291 P17-5 Y -41 -41 0 %100 292 P7-11 Y -41 -41 0 %100 293 P17-13 Y -41 -41 0 %100 294 P10-4 Y -41 -41 0 %100 295 P18-9 Y -41 -41 0 %100 296 P24-14 Y -41 -41 0 %100 297 P18-6 Y -41 -41 0 %100 298 P18-3 Y -41 -41 0 %100 299 P18-5 Y -41 -41 0 %100 300 P17-4 Y -41 -41 0 %100 301 P18-2 Y -41 -41 0 %100 302 P50-1 Y -41 -41 0 %100 303 P18-4 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page64 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 304 P32-7 Y -41 -41 0 %100 305 P49-1 Y -41 -41 0 %100 306 P17-11 Y -41 -41 0 %100 307 P22-14 Y -41 -41 0 %100 308 P42-10 Y -41 -41 0 %100 309 P17-9 Y -41 -41 0 %100 310 P18-12 Y -41 -41 0 %100 311 P13-8 Y -41 -41 0 %100 312 P18-1 Y -41 -41 0 %100 313 P47-1 Y -41 -41 0 %100 314 P17-3 Y -41 -41 0 %100 315 P17-7 Y -41 -41 0 %100 316 P18-8 Y -41 -41 0 %100 317 P12-1 Y -41 -41 0 %100 318 P18-13 Y -41 -41 0 %100 319 P15-12 Y -41 -41 0 %100 320 P11-12 Y -41 -41 0 %100 321 P10-14 Y -41 -41 0 %100 322 P16-13 Y -41 -41 0 %100 323 P16-12 Y -41 -41 0 %100 324 P15-2 Y -41 -41 0 %100 325 P15-10 Y -41 -41 0 %100 326 P15-6 Y -41 -41 0 %100 327 P15-13 Y -41 -41 0 %100 328 P13-3 Y -41 -41 0 %100 329 P33-10 Y -41 -41 0 %100 330 P16-6 Y -41 -41 0 %100 331 P16-5 Y -41 -41 0 %100 332 P36-6 Y -41 -41 0 %100 333 P15-8 Y -41 -41 0 %100 334 P15-11 Y -41 -41 0 %100 335 P14-8 Y -41 -41 0 %100 336 P5-7 Y -41 -41 0 %100 337 P37-10 Y -41 -41 0 %100 338 P16-3 Y -41 -41 0 %100 339 P15-7 Y -41 -41 0 %100 340 P16-8 Y -41 -41 0 %100 341 P50-8 Y -41 -41 0 %100 342 P13-1 Y -41 -41 0 %100 343 P14-6 Y -41 -41 0 %100 344 P14-3 Y -41 -41 0 %100 345 P14-11 Y -41 -41 0 %100 346 P6-10 Y -41 -41 0 %100 347 P2-8 Y -41 -41 0 %100 348 P14-5 Y -41 -41 0 %100 349 P13-10 Y -41 -41 0 %100 350 P13-6 Y -41 -41 0 %100 351 P13-12 Y -41 -41 0 %100 352 P14-13 Y -41 -41 0 %100 353 P13-4 Y -41 -41 0 %100 354 P14-9 Y -41 -41 0 %100 355 P13-2 Y -41 -41 0 %100 356 P13-13 Y -41 -41 0 %100 357 P41-10 Y -41 -41 0 %100 358 P13-11 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page65 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 359 P11-4 Y -41 -41 0 %100 360 P48-2 Y -41 -41 0 %100 361 P11-6 Y -41 -41 0 %100 362 P11-3 Y -41 -41 0 %100 363 P1-6 Y -41 -41 0 %100 364 P12-11 Y -41 -41 0 %100 365 P11-9 Y -41 -41 0 %100 366 P1-2 Y -41 -41 0 %100 367 P12-4 Y -41 -41 0 %100 368 P12-2 Y -41 -41 0 %100 369 P8-10 Y -41 -41 0 %100 370 P31-3 Y -41 -41 0 %100 371 P48-4 Y -41 -41 0 %100 372 P40-2 Y -41 -41 0 %100 373 P12-5 Y -41 -41 0 %100 374 P31-2 Y -41 -41 0 %100 375 P11-10 Y -41 -41 0 %100 376 P46-4 Y -41 -41 0 %100 377 P12-7 Y -41 -41 0 %100 378 P41-1 Y -41 -41 0 %100 379 P37-3 Y -41 -41 0 %100 380 P12-9 Y -41 -41 0 %100 381 P11-5 Y -41 -41 0 %100 382 P37-1 Y -41 -41 0 %100 383 P11-13 Y -41 -41 0 %100 384 P11-11 Y -41 -41 0 %100 385 P12-8 Y -41 -41 0 %100 386 P8-9 Y -41 -41 0 %100 387 P10-13 Y -41 -41 0 %100 388 P9-9 Y -41 -41 0 %100 389 P10-9 Y -41 -41 0 %100 390 P10-10 Y -41 -41 0 %100 391 P9-7 Y -41 -41 0 %100 392 P7-9 Y -41 -41 0 %100 393 P8-11 Y -41 -41 0 %100 394 P10-3 Y -41 -41 0 %100 395 P10-11 Y -41 -41 0 %100 396 P9-1 Y -41 -41 0 %100 397 P49-2 Y -41 -41 0 %100 398 P33-5 Y -41 -41 0 %100 399 P9-8 Y -41 -41 0 %100 400 P9-4 Y -41 -41 0 %100 401 P10-5 Y -41 -41 0 %100 402 P10-12 Y -41 -41 0 %100 403 P9-10 Y -41 -41 0 %100 404 P1-3 Y -41 -41 0 %100 405 P44-6 Y -41 -41 0 %100 406 P9-12 Y -41 -41 0 %100 407 P9-2 Y -41 -41 0 %100 408 P9-13 Y -41 -41 0 %100 409 P9-11 Y -41 -41 0 %100 410 P10-8 Y -41 -41 0 %100 411 P7-5 Y -41 -41 0 %100 412 P5-5 Y -41 -41 0 %100 413 P16-14 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page66 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 414 P32-6 Y -41 -41 0 %100 415 P8-6 Y -41 -41 0 %100 416 P8-5 Y -41 -41 0 %100 417 P11-14 Y -41 -41 0 %100 418 P7-4 Y -41 -41 0 %100 419 P7-13 Y -41 -41 0 %100 420 P8-13 Y -41 -41 0 %100 421 P7-6 Y -41 -41 0 %100 422 P8-1 Y -41 -41 0 %100 423 P5-11 Y -41 -41 0 %100 424 P8-2 Y -41 -41 0 %100 425 P7-10 Y -41 -41 0 %100 426 P6-1 Y -41 -41 0 %100 427 P6-7 Y -41 -41 0 %100 428 P5-6 Y -41 -41 0 %100 429 P4-6 Y -41 -41 0 %100 430 P6-5 Y -41 -41 0 %100 431 P48-1 Y -41 -41 0 %100 432 P6-9 Y -41 -41 0 %100 433 P6-4 Y -41 -41 0 %100 434 P5-9 Y -41 -41 0 %100 435 P6-11 Y -41 -41 0 %100 436 P5-4 Y -41 -41 0 %100 437 P5-13 Y -41 -41 0 %100 438 P33-6 Y -41 -41 0 %100 439 P5-3 Y -41 -41 0 %100 440 P2-3 Y -41 -41 0 %100 441 P4-3 Y -41 -41 0 %100 442 P4-5 Y -41 -41 0 %100 443 P40-4 Y -41 -41 0 %100 444 P3-9 Y -41 -41 0 %100 445 P4-12 Y -41 -41 0 %100 446 P4-7 Y -41 -41 0 %100 447 P3-7 Y -41 -41 0 %100 448 P4-13 Y -41 -41 0 %100 449 P3-8 Y -41 -41 0 %100 450 P3-13 Y -41 -41 0 %100 451 P3-3 Y -41 -41 0 %100 452 P19-14 Y -41 -41 0 %100 453 P18-14 Y -41 -41 0 %100 454 P8-14 Y -41 -41 0 %100 455 P17-14 Y -41 -41 0 %100 456 P14-14 Y -41 -41 0 %100 457 P13-14 Y -41 -41 0 %100 458 P5-14 Y -41 -41 0 %100 459 P2-11 Y -41 -41 0 %100 460 P2-10 Y -41 -41 0 %100 461 P1-9 Y -41 -41 0 %100 462 P1-7 Y -41 -41 0 %100 463 P1-12 Y -41 -41 0 %100 464 P1-5 Y -41 -41 0 %100 465 P2-7 Y -41 -41 0 %100 466 P40-10 Y -41 -41 0 %100 467 P2-4 Y -41 -41 0 %100 468 P46-9 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page67 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 469 P1-11 Y -41 -41 0 %100 470 P46-8 Y -41 -41 0 %100 471 P34-5 Y -41 -41 0 %100 472 P2-9 Y -41 -41 0 %100 473 P45-1 Y -41 -41 0 %100 474 P1-13 Y -41 -41 0 %100 475 P52-8 Y -41 -41 0 %100 476 P32-4 Y -41 -41 0 %100 477 P32-3 Y -41 -41 0 %100 478 P31-5 Y -41 -41 0 %100 479 P31-9 Y -41 -41 0 %100 480 P31-1 Y -41 -41 0 %100 481 P32-9 Y -41 -41 0 %100 482 P32-2 Y -41 -41 0 %100 483 P32-5 Y -41 -41 0 %100 484 P31-4 Y -41 -41 0 %100 485 P31-7 Y -41 -41 0 %100 486 P31-10 Y -41 -41 0 %100 487 P33-4 Y -41 -41 0 %100 488 P33-8 Y -41 -41 0 %100 489 P50-6 Y -41 -41 0 %100 490 P34-8 Y -41 -41 0 %100 491 P33-1 Y -41 -41 0 %100 492 P34-1 Y -41 -41 0 %100 493 P34-3 Y -41 -41 0 %100 494 P34-7 Y -41 -41 0 %100 495 P34-4 Y -41 -41 0 %100 496 P33-3 Y -41 -41 0 %100 497 P33-7 Y -41 -41 0 %100 498 P38-9 Y -41 -41 0 %100 499 P34-10 Y -41 -41 0 %100 500 P36-10 Y -41 -41 0 %100 501 P36-7 Y -41 -41 0 %100 502 P36-3 Y -41 -41 0 %100 503 P35-4 Y -41 -41 0 %100 504 P35-10 Y -41 -41 0 %100 505 P36-5 Y -41 -41 0 %100 506 P36-8 Y -41 -41 0 %100 507 P41-4 Y -41 -41 0 %100 508 P35-9 Y -41 -41 0 %100 509 P54-6 Y -41 -41 0 %100 510 P38-10 Y -41 -41 0 %100 511 P35-1 Y -41 -41 0 %100 512 P36-1 Y -41 -41 0 %100 513 P36-9 Y -41 -41 0 %100 514 P35-6 Y -41 -41 0 %100 515 P36-4 Y -41 -41 0 %100 516 P35-5 Y -41 -41 0 %100 517 P35-2 Y -41 -41 0 %100 518 P35-3 Y -41 -41 0 %100 519 P35-7 Y -41 -41 0 %100 520 P41-5 Y -41 -41 0 %100 521 P37-5 Y -41 -41 0 %100 522 P39-10 Y -41 -41 0 %100 523 P37-4 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page68 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 524 P38-7 Y -41 -41 0 %100 525 P37-8 Y -41 -41 0 %100 526 P37-6 Y -41 -41 0 %100 527 P52-6 Y -41 -41 0 %100 528 P38-4 Y -41 -41 0 %100 529 P37-2 Y -41 -41 0 %100 530 P38-2 Y -41 -41 0 %100 531 P39-6 Y -41 -41 0 %100 532 P39-5 Y -41 -41 0 %100 533 P40-9 Y -41 -41 0 %100 534 P40-1 Y -41 -41 0 %100 535 P39-7 Y -41 -41 0 %100 536 P39-2 Y -41 -41 0 %100 537 P40-3 Y -41 -41 0 %100 538 P40-8 Y -41 -41 0 %100 539 P49-9 Y -41 -41 0 %100 540 P39-4 Y -41 -41 0 %100 541 P40-7 Y -41 -41 0 %100 542 P39-8 Y -41 -41 0 %100 543 P40-6 Y -41 -41 0 %100 544 P39-3 Y -41 -41 0 %100 545 P42-3 Y -41 -41 0 %100 546 P41-3 Y -41 -41 0 %100 547 P42-1 Y -41 -41 0 %100 548 P41-9 Y -41 -41 0 %100 549 P48-6 Y -41 -41 0 %100 550 P42-8 Y -41 -41 0 %100 551 P41-6 Y -41 -41 0 %100 552 P42-9 Y -41 -41 0 %100 553 P42-7 Y -41 -41 0 %100 554 P41-8 Y -41 -41 0 %100 555 P46-2 Y -41 -41 0 %100 556 P42-5 Y -41 -41 0 %100 557 P42-6 Y -41 -41 0 %100 558 P44-9 Y -41 -41 0 %100 559 P43-4 Y -41 -41 0 %100 560 P44-8 Y -41 -41 0 %100 561 P44-5 Y -41 -41 0 %100 562 P43-3 Y -41 -41 0 %100 563 P44-1 Y -41 -41 0 %100 564 P43-9 Y -41 -41 0 %100 565 P51-5 Y -41 -41 0 %100 566 P43-5 Y -41 -41 0 %100 567 P43-7 Y -41 -41 0 %100 568 P44-7 Y -41 -41 0 %100 569 P43-8 Y -41 -41 0 %100 570 P43-1 Y -41 -41 0 %100 571 P44-2 Y -41 -41 0 %100 572 P45-3 Y -41 -41 0 %100 573 P45-5 Y -41 -41 0 %100 574 P45-8 Y -41 -41 0 %100 575 P45-7 Y -41 -41 0 %100 576 P45-2 Y -41 -41 0 %100 577 P46-3 Y -41 -41 0 %100 578 P46-1 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page69 MemberDistributedLoads(BLC3:Lr)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 579 P45-9 Y -41 -41 0 %100 580 P46-7 Y -41 -41 0 %100 581 P47-9 Y -41 -41 0 %100 582 P48-5 Y -41 -41 0 %100 583 P47-5 Y -41 -41 0 %100 584 P48-7 Y -41 -41 0 %100 585 P48-8 Y -41 -41 0 %100 586 P48-9 Y -41 -41 0 %100 587 P47-2 Y -41 -41 0 %100 588 P47-6 Y -41 -41 0 %100 589 P50-4 Y -41 -41 0 %100 590 P50-7 Y -41 -41 0 %100 591 P49-5 Y -41 -41 0 %100 592 P49-8 Y -41 -41 0 %100 593 P50-2 Y -41 -41 0 %100 594 P49-7 Y -41 -41 0 %100 595 P49-6 Y -41 -41 0 %100 596 P51-2 Y -41 -41 0 %100 597 P51-9 Y -41 -41 0 %100 598 P51-8 Y -41 -41 0 %100 599 P51-3 Y -41 -41 0 %100 600 P51-6 Y -41 -41 0 %100 601 P54-7 Y -41 -41 0 %100 602 P53-7 Y -41 -41 0 %100 603 P53-8 Y -41 -41 0 %100 604 P54-9 Y -41 -41 0 %100 605 P54-3 Y -41 -41 0 %100 606 P53-3 Y -41 -41 0 %100 607 P53-2 Y -41 -41 0 %100 608 P53-4 Y -41 -41 0 %100 609 P53-5 Y -41 -41 0 %100 610 P54-4 Y -41 -41 0 %100 611 P54-5 Y -41 -41 0 %100 612 P53-9 Y -41 -41 0 %100 MemberDistributedLoads(BLC4:Wa,Unobstructed) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P1-13 y -74.5 -74.5 0 %100 2 P2-9 y -74.5 -74.5 0 %100 3 P1-11 y -74.5 -74.5 0 %100 4 P2-4 y -74.5 -74.5 0 %100 5 P2-7 y -74.5 -74.5 0 %100 6 P1-5 y -74.5 -74.5 0 %100 7 P1-12 y -74.5 -74.5 0 %100 8 P1-7 y -74.5 -74.5 0 %100 9 P1-9 y -74.5 -74.5 0 %100 10 P2-10 y -74.5 -74.5 0 %100 11 P2-11 y -74.5 -74.5 0 %100 12 P5-14 y -74.5 -74.5 0 %100 13 P13-14 y -74.5 -74.5 0 %100 14 P14-14 y -74.5 -74.5 0 %100 15 P17-14 y -74.5 -74.5 0 %100 16 P8-14 y -74.5 -74.5 0 %100 17 P18-14 y -74.5 -74.5 0 %100 18 P19-14 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page70 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 19 P3-3 y -74.5 -74.5 0 %100 20 P3-13 y -74.5 -74.5 0 %100 21 P3-8 y -74.5 -74.5 0 %100 22 P4-13 y -74.5 -74.5 0 %100 23 P3-7 y -74.5 -74.5 0 %100 24 P4-7 y -74.5 -74.5 0 %100 25 P4-12 y -74.5 -74.5 0 %100 26 P3-9 y -74.5 -74.5 0 %100 27 P4-5 y -74.5 -74.5 0 %100 28 P4-3 y -74.5 -74.5 0 %100 29 P2-3 y -74.5 -74.5 0 %100 30 P5-3 y -74.5 -74.5 0 %100 31 P5-13 y -74.5 -74.5 0 %100 32 P5-4 y -74.5 -74.5 0 %100 33 P6-11 y -74.5 -74.5 0 %100 34 P5-9 y -74.5 -74.5 0 %100 35 P6-4 y -74.5 -74.5 0 %100 36 P6-9 y -74.5 -74.5 0 %100 37 P6-5 y -74.5 -74.5 0 %100 38 P4-6 y -74.5 -74.5 0 %100 39 P5-6 y -74.5 -74.5 0 %100 40 P6-7 y -74.5 -74.5 0 %100 41 P6-1 y -74.5 -74.5 0 %100 42 P7-10 y -74.5 -74.5 0 %100 43 P8-2 y -74.5 -74.5 0 %100 44 P5-11 y -74.5 -74.5 0 %100 45 P8-1 y -74.5 -74.5 0 %100 46 P7-6 y -74.5 -74.5 0 %100 47 P8-13 y -74.5 -74.5 0 %100 48 P7-13 y -74.5 -74.5 0 %100 49 P7-4 y -74.5 -74.5 0 %100 50 P11-14 y -74.5 -74.5 0 %100 51 P8-5 y -74.5 -74.5 0 %100 52 P8-6 y -74.5 -74.5 0 %100 53 P16-14 y -74.5 -74.5 0 %100 54 P5-5 y -74.5 -74.5 0 %100 55 P7-5 y -74.5 -74.5 0 %100 56 P10-8 y -74.5 -74.5 0 %100 57 P9-11 y -74.5 -74.5 0 %100 58 P9-13 y -74.5 -74.5 0 %100 59 P9-2 y -74.5 -74.5 0 %100 60 P9-12 y -74.5 -74.5 0 %100 61 P1-3 y -74.5 -74.5 0 %100 62 P9-10 y -74.5 -74.5 0 %100 63 P10-12 y -74.5 -74.5 0 %100 64 P10-5 y -74.5 -74.5 0 %100 65 P9-4 y -74.5 -74.5 0 %100 66 P9-8 y -74.5 -74.5 0 %100 67 P9-1 y -74.5 -74.5 0 %100 68 P10-11 y -74.5 -74.5 0 %100 69 P10-3 y -74.5 -74.5 0 %100 70 P8-11 y -74.5 -74.5 0 %100 71 P7-9 y -74.5 -74.5 0 %100 72 P9-7 y -74.5 -74.5 0 %100 73 P10-10 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page71 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 74 P10-9 y -74.5 -74.5 0 %100 75 P9-9 y -74.5 -74.5 0 %100 76 P10-13 y -74.5 -74.5 0 %100 77 P8-9 y -74.5 -74.5 0 %100 78 P12-8 y -74.5 -74.5 0 %100 79 P11-11 y -74.5 -74.5 0 %100 80 P11-13 y -74.5 -74.5 0 %100 81 P11-5 y -74.5 -74.5 0 %100 82 P12-9 y -74.5 -74.5 0 %100 83 P12-7 y -74.5 -74.5 0 %100 84 P11-10 y -74.5 -74.5 0 %100 85 P12-5 y -74.5 -74.5 0 %100 86 P8-10 y -74.5 -74.5 0 %100 87 P12-2 y -74.5 -74.5 0 %100 88 P12-4 y -74.5 -74.5 0 %100 89 P1-2 y -74.5 -74.5 0 %100 90 P11-9 y -74.5 -74.5 0 %100 91 P12-11 y -74.5 -74.5 0 %100 92 P1-6 y -74.5 -74.5 0 %100 93 P11-3 y -74.5 -74.5 0 %100 94 P11-6 y -74.5 -74.5 0 %100 95 P11-4 y -74.5 -74.5 0 %100 96 P13-11 y -74.5 -74.5 0 %100 97 P13-13 y -74.5 -74.5 0 %100 98 P13-2 y -74.5 -74.5 0 %100 99 P14-9 y -74.5 -74.5 0 %100 100 P13-4 y -74.5 -74.5 0 %100 101 P14-13 y -74.5 -74.5 0 %100 102 P13-12 y -74.5 -74.5 0 %100 103 P13-6 y -74.5 -74.5 0 %100 104 P13-10 y -74.5 -74.5 0 %100 105 P14-5 y -74.5 -74.5 0 %100 106 P2-8 y -74.5 -74.5 0 %100 107 P6-10 y -74.5 -74.5 0 %100 108 P14-11 y -74.5 -74.5 0 %100 109 P14-3 y -74.5 -74.5 0 %100 110 P14-6 y -74.5 -74.5 0 %100 111 P13-1 y -74.5 -74.5 0 %100 112 P16-8 y -74.5 -74.5 0 %100 113 P15-7 y -74.5 -74.5 0 %100 114 P16-3 y -74.5 -74.5 0 %100 115 P5-7 y -74.5 -74.5 0 %100 116 P14-8 y -74.5 -74.5 0 %100 117 P15-11 y -74.5 -74.5 0 %100 118 P15-8 y -74.5 -74.5 0 %100 119 P16-5 y -74.5 -74.5 0 %100 120 P16-6 y -74.5 -74.5 0 %100 121 P13-3 y -74.5 -74.5 0 %100 122 P15-13 y -74.5 -74.5 0 %100 123 P15-6 y -74.5 -74.5 0 %100 124 P15-10 y -74.5 -74.5 0 %100 125 P15-2 y -74.5 -74.5 0 %100 126 P16-12 y -74.5 -74.5 0 %100 127 P16-13 y -74.5 -74.5 0 %100 128 P10-14 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page72 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 129 P11-12 y -74.5 -74.5 0 %100 130 P15-12 y -74.5 -74.5 0 %100 131 P18-13 y -74.5 -74.5 0 %100 132 P12-1 y -74.5 -74.5 0 %100 133 P18-8 y -74.5 -74.5 0 %100 134 P17-7 y -74.5 -74.5 0 %100 135 P17-3 y -74.5 -74.5 0 %100 136 P18-1 y -74.5 -74.5 0 %100 137 P13-8 y -74.5 -74.5 0 %100 138 P18-12 y -74.5 -74.5 0 %100 139 P17-9 y -74.5 -74.5 0 %100 140 P22-14 y -74.5 -74.5 0 %100 141 P17-11 y -74.5 -74.5 0 %100 142 P18-4 y -74.5 -74.5 0 %100 143 P18-2 y -74.5 -74.5 0 %100 144 P17-4 y -74.5 -74.5 0 %100 145 P18-5 y -74.5 -74.5 0 %100 146 P18-3 y -74.5 -74.5 0 %100 147 P18-6 y -74.5 -74.5 0 %100 148 P24-14 y -74.5 -74.5 0 %100 149 P18-9 y -74.5 -74.5 0 %100 150 P10-4 y -74.5 -74.5 0 %100 151 P17-13 y -74.5 -74.5 0 %100 152 P7-11 y -74.5 -74.5 0 %100 153 P17-5 y -74.5 -74.5 0 %100 154 P18-7 y -74.5 -74.5 0 %100 155 P17-6 y -74.5 -74.5 0 %100 156 P17-10 y -74.5 -74.5 0 %100 157 P20-13 y -74.5 -74.5 0 %100 158 P19-12 y -74.5 -74.5 0 %100 159 P19-10 y -74.5 -74.5 0 %100 160 P20-8 y -74.5 -74.5 0 %100 161 P9-14 y -74.5 -74.5 0 %100 162 P19-6 y -74.5 -74.5 0 %100 163 P9-3 y -74.5 -74.5 0 %100 164 P20-1 y -74.5 -74.5 0 %100 165 P20-6 y -74.5 -74.5 0 %100 166 P20-12 y -74.5 -74.5 0 %100 167 P19-9 y -74.5 -74.5 0 %100 168 P7-8 y -74.5 -74.5 0 %100 169 P20-11 y -74.5 -74.5 0 %100 170 P19-7 y -74.5 -74.5 0 %100 171 P20-7 y -74.5 -74.5 0 %100 172 P16-7 y -74.5 -74.5 0 %100 173 P19-11 y -74.5 -74.5 0 %100 174 P19-1 y -74.5 -74.5 0 %100 175 P19-13 y -74.5 -74.5 0 %100 176 P21-14 y -74.5 -74.5 0 %100 177 P19-2 y -74.5 -74.5 0 %100 178 P6-13 y -74.5 -74.5 0 %100 179 P19-4 y -74.5 -74.5 0 %100 180 P20-5 y -74.5 -74.5 0 %100 181 P9-6 y -74.5 -74.5 0 %100 182 P22-13 y -74.5 -74.5 0 %100 183 P21-12 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page73 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 184 P22-8 y -74.5 -74.5 0 %100 185 P21-7 y -74.5 -74.5 0 %100 186 P20-14 y -74.5 -74.5 0 %100 187 P17-12 y -74.5 -74.5 0 %100 188 P21-6 y -74.5 -74.5 0 %100 189 P21-5 y -74.5 -74.5 0 %100 190 P13-5 y -74.5 -74.5 0 %100 191 P21-4 y -74.5 -74.5 0 %100 192 P22-3 y -74.5 -74.5 0 %100 193 P21-3 y -74.5 -74.5 0 %100 194 P12-10 y -74.5 -74.5 0 %100 195 P22-1 y -74.5 -74.5 0 %100 196 P22-6 y -74.5 -74.5 0 %100 197 P8-4 y -74.5 -74.5 0 %100 198 P16-2 y -74.5 -74.5 0 %100 199 P22-9 y -74.5 -74.5 0 %100 200 P21-2 y -74.5 -74.5 0 %100 201 P22-7 y -74.5 -74.5 0 %100 202 P21-1 y -74.5 -74.5 0 %100 203 P22-4 y -74.5 -74.5 0 %100 204 P22-10 y -74.5 -74.5 0 %100 205 P21-13 y -74.5 -74.5 0 %100 206 P22-5 y -74.5 -74.5 0 %100 207 P23-13 y -74.5 -74.5 0 %100 208 P23-10 y -74.5 -74.5 0 %100 209 P12-12 y -74.5 -74.5 0 %100 210 P13-9 y -74.5 -74.5 0 %100 211 P12-3 y -74.5 -74.5 0 %100 212 P24-8 y -74.5 -74.5 0 %100 213 P21-9 y -74.5 -74.5 0 %100 214 P1-4 y -74.5 -74.5 0 %100 215 P23-7 y -74.5 -74.5 0 %100 216 P23-6 y -74.5 -74.5 0 %100 217 P24-5 y -74.5 -74.5 0 %100 218 P23-5 y -74.5 -74.5 0 %100 219 P14-1 y -74.5 -74.5 0 %100 220 P23-3 y -74.5 -74.5 0 %100 221 P24-2 y -74.5 -74.5 0 %100 222 P24-1 y -74.5 -74.5 0 %100 223 P24-4 y -74.5 -74.5 0 %100 224 P24-6 y -74.5 -74.5 0 %100 225 P6-8 y -74.5 -74.5 0 %100 226 P4-10 y -74.5 -74.5 0 %100 227 P21-10 y -74.5 -74.5 0 %100 228 P24-12 y -74.5 -74.5 0 %100 229 P23-9 y -74.5 -74.5 0 %100 230 P24-9 y -74.5 -74.5 0 %100 231 P23-2 y -74.5 -74.5 0 %100 232 P24-7 y -74.5 -74.5 0 %100 233 P3-2 y -74.5 -74.5 0 %100 234 P7-7 y -74.5 -74.5 0 %100 235 P5-1 y -74.5 -74.5 0 %100 236 P11-8 y -74.5 -74.5 0 %100 237 P11-2 y -74.5 -74.5 0 %100 238 P6-3 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page74 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 239 P24-3 y -74.5 -74.5 0 %100 240 P17-2 y -74.5 -74.5 0 %100 241 P3-6 y -74.5 -74.5 0 %100 242 P14-7 y -74.5 -74.5 0 %100 243 P12-13 y -74.5 -74.5 0 %100 244 P2-12 y -74.5 -74.5 0 %100 245 P3-12 y -74.5 -74.5 0 %100 246 P22-12 y -74.5 -74.5 0 %100 247 P24-11 y -74.5 -74.5 0 %100 248 P25-10 y -74.5 -74.5 0 %100 249 P6-6 y -74.5 -74.5 0 %100 250 P25-9 y -74.5 -74.5 0 %100 251 P26-8 y -74.5 -74.5 0 %100 252 P25-8 y -74.5 -74.5 0 %100 253 P26-7 y -74.5 -74.5 0 %100 254 P10-6 y -74.5 -74.5 0 %100 255 P6-2 y -74.5 -74.5 0 %100 256 P25-7 y -74.5 -74.5 0 %100 257 P5-8 y -74.5 -74.5 0 %100 258 P25-6 y -74.5 -74.5 0 %100 259 P26-5 y -74.5 -74.5 0 %100 260 P20-4 y -74.5 -74.5 0 %100 261 P26-10 y -74.5 -74.5 0 %100 262 P25-4 y -74.5 -74.5 0 %100 263 P2-2 y -74.5 -74.5 0 %100 264 P26-3 y -74.5 -74.5 0 %100 265 P20-2 y -74.5 -74.5 0 %100 266 P25-3 y -74.5 -74.5 0 %100 267 P25-2 y -74.5 -74.5 0 %100 268 P24-10 y -74.5 -74.5 0 %100 269 P12-6 y -74.5 -74.5 0 %100 270 P5-2 y -74.5 -74.5 0 %100 271 P26-9 y -74.5 -74.5 0 %100 272 P25-1 y -74.5 -74.5 0 %100 273 P26-6 y -74.5 -74.5 0 %100 274 P16-9 y -74.5 -74.5 0 %100 275 P7-14 y -74.5 -74.5 0 %100 276 P2-6 y -74.5 -74.5 0 %100 277 P1-10 y -74.5 -74.5 0 %100 278 P2-5 y -74.5 -74.5 0 %100 279 P19-5 y -74.5 -74.5 0 %100 280 P4-9 y -74.5 -74.5 0 %100 281 P17-1 y -74.5 -74.5 0 %100 282 P26-1 y -74.5 -74.5 0 %100 283 P27-10 y -74.5 -74.5 0 %100 284 P27-9 y -74.5 -74.5 0 %100 285 P14-12 y -74.5 -74.5 0 %100 286 P27-8 y -74.5 -74.5 0 %100 287 P14-2 y -74.5 -74.5 0 %100 288 P15-4 y -74.5 -74.5 0 %100 289 P27-6 y -74.5 -74.5 0 %100 290 P27-5 y -74.5 -74.5 0 %100 291 P15-3 y -74.5 -74.5 0 %100 292 P20-3 y -74.5 -74.5 0 %100 293 P1-8 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page75 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 294 P27-4 y -74.5 -74.5 0 %100 295 P27-2 y -74.5 -74.5 0 %100 296 P20-10 y -74.5 -74.5 0 %100 297 P27-1 y -74.5 -74.5 0 %100 298 P11-7 y -74.5 -74.5 0 %100 299 P6-12 y -74.5 -74.5 0 %100 300 P26-2 y -74.5 -74.5 0 %100 301 P5-12 y -74.5 -74.5 0 %100 302 P14-4 y -74.5 -74.5 0 %100 303 P26-4 y -74.5 -74.5 0 %100 304 P15-9 y -74.5 -74.5 0 %100 305 P10-2 y -74.5 -74.5 0 %100 306 P23-12 y -74.5 -74.5 0 %100 307 P15-5 y -74.5 -74.5 0 %100 308 P7-1 y -74.5 -74.5 0 %100 309 P23-11 y -74.5 -74.5 0 %100 310 P10-1 y -74.5 -74.5 0 %100 311 P15-1 y -74.5 -74.5 0 %100 312 P25-5 y -74.5 -74.5 0 %100 313 P11-1 y -74.5 -74.5 0 %100 314 P20-9 y -74.5 -74.5 0 %100 315 P8-7 y -74.5 -74.5 0 %100 316 P16-10 y -74.5 -74.5 0 %100 317 P8-3 y -74.5 -74.5 0 %100 318 P16-1 y -74.5 -74.5 0 %100 319 P23-14 y -74.5 -74.5 0 %100 320 P19-8 y -74.5 -74.5 0 %100 321 P7-12 y -74.5 -74.5 0 %100 322 P23-4 y -74.5 -74.5 0 %100 323 P18-10 y -74.5 -74.5 0 %100 324 P16-4 y -74.5 -74.5 0 %100 325 P21-11 y -74.5 -74.5 0 %100 326 P14-10 y -74.5 -74.5 0 %100 327 P15-14 y -74.5 -74.5 0 %100 328 P22-11 y -74.5 -74.5 0 %100 329 P12-14 y -74.5 -74.5 0 %100 330 P16-11 y -74.5 -74.5 0 %100 331 P18-11 y -74.5 -74.5 0 %100 332 P5-10 y -74.5 -74.5 0 %100 333 P7-3 y -74.5 -74.5 0 %100 334 P21-8 y -74.5 -74.5 0 %100 335 P4-11 y -74.5 -74.5 0 %100 336 P17-8 y -74.5 -74.5 0 %100 337 P3-10 y -74.5 -74.5 0 %100 338 P10-7 y -74.5 -74.5 0 %100 339 P8-12 y -74.5 -74.5 0 %100 340 P4-2 y -74.5 -74.5 0 %100 341 P3-11 y -74.5 -74.5 0 %100 342 P13-7 y -74.5 -74.5 0 %100 343 P4-4 y -74.5 -74.5 0 %100 344 P8-8 y -74.5 -74.5 0 %100 345 P27-7 y -74.5 -74.5 0 %100 346 P22-2 y -74.5 -74.5 0 %100 347 P9-5 y -74.5 -74.5 0 %100 348 P3-4 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page76 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 349 P23-1 y -74.5 -74.5 0 %100 350 P7-2 y -74.5 -74.5 0 %100 351 P2-13 y -74.5 -74.5 0 %100 352 P23-8 y -74.5 -74.5 0 %100 353 P3-5 y -74.5 -74.5 0 %100 354 P27-3 y -74.5 -74.5 0 %100 355 P4-8 y -74.5 -74.5 0 %100 356 P6-14 y -74.5 -74.5 0 %100 357 P19-3 y -74.5 -74.5 0 %100 358 P24-13 y -74.5 -74.5 0 %100 359 P33-2 y -18.6 -18.6 0 %100 360 P32-8 y -18.6 -18.6 0 %100 361 P38-3 y -18.6 -18.6 0 %100 362 P52-7 y -18.6 -18.6 0 %100 363 P33-9 y -18.6 -18.6 0 %100 364 P35-8 y -18.6 -18.6 0 %100 365 P38-5 y -18.6 -18.6 0 %100 366 P53-6 y -18.6 -18.6 0 %100 367 P54-2 y -18.6 -18.6 0 %100 368 P32-1 y -18.6 -18.6 0 %100 369 P49-3 y -18.6 -18.6 0 %100 370 P41-7 y -18.6 -18.6 0 %100 371 P47-3 y -18.6 -18.6 0 %100 372 P46-5 y -18.6 -18.6 0 %100 373 P43-2 y -18.6 -18.6 0 %100 374 P30-10 y -18.6 -18.6 0 %100 375 P34-9 y -18.6 -18.6 0 %100 376 P31-6 y -18.6 -18.6 0 %100 377 P30-1 y -18.6 -18.6 0 %100 378 P47-4 y -18.6 -18.6 0 %100 379 P36-2 y -18.6 -18.6 0 %100 380 P52-5 y -18.6 -18.6 0 %100 381 P45-4 y -18.6 -18.6 0 %100 382 P52-3 y -18.6 -18.6 0 %100 383 P54-8 y -18.6 -18.6 0 %100 384 P28-1 y -18.6 -18.6 0 %100 385 P48-3 y -18.6 -18.6 0 %100 386 P38-8 y -18.6 -18.6 0 %100 387 P28-2 y -18.6 -18.6 0 %100 388 P28-3 y -18.6 -18.6 0 %100 389 P28-4 y -18.6 -18.6 0 %100 390 P28-5 y -18.6 -18.6 0 %100 391 P30-7 y -18.6 -18.6 0 %100 392 P49-4 y -18.6 -18.6 0 %100 393 P28-6 y -18.6 -18.6 0 %100 394 P28-7 y -18.6 -18.6 0 %100 395 P28-8 y -18.6 -18.6 0 %100 396 P28-9 y -18.6 -18.6 0 %100 397 P28-10 y -18.6 -18.6 0 %100 398 P32-10 y -18.6 -18.6 0 %100 399 P44-3 y -18.6 -18.6 0 %100 400 P40-5 y -18.6 -18.6 0 %100 401 P52-9 y -18.6 -18.6 0 %100 402 P42-4 y -18.6 -18.6 0 %100 403 P30-6 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page77 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 404 P29-1 y -18.6 -18.6 0 %100 405 P38-6 y -18.6 -18.6 0 %100 406 P30-9 y -18.6 -18.6 0 %100 407 P30-4 y -18.6 -18.6 0 %100 408 P29-2 y -18.6 -18.6 0 %100 409 P47-7 y -18.6 -18.6 0 %100 410 P30-2 y -18.6 -18.6 0 %100 411 P29-3 y -18.6 -18.6 0 %100 412 P30-3 y -18.6 -18.6 0 %100 413 P29-4 y -18.6 -18.6 0 %100 414 P41-2 y -18.6 -18.6 0 %100 415 P29-5 y -18.6 -18.6 0 %100 416 P46-6 y -18.6 -18.6 0 %100 417 P30-5 y -18.6 -18.6 0 %100 418 P29-6 y -18.6 -18.6 0 %100 419 P29-7 y -18.6 -18.6 0 %100 420 P29-8 y -18.6 -18.6 0 %100 421 P51-7 y -18.6 -18.6 0 %100 422 P30-8 y -18.6 -18.6 0 %100 423 P50-5 y -18.6 -18.6 0 %100 424 P39-1 y -18.6 -18.6 0 %100 425 P29-9 y -18.6 -18.6 0 %100 426 P29-10 y -18.6 -18.6 0 %100 427 P52-2 y -18.6 -18.6 0 %100 428 P37-9 y -18.6 -18.6 0 %100 429 P39-9 y -18.6 -18.6 0 %100 430 P47-8 y -18.6 -18.6 0 %100 431 P42-2 y -18.6 -18.6 0 %100 432 P31-8 y -18.6 -18.6 0 %100 433 P34-6 y -18.6 -18.6 0 %100 434 P44-4 y -18.6 -18.6 0 %100 435 P45-6 y -18.6 -18.6 0 %100 436 P34-2 y -18.6 -18.6 0 %100 437 P43-6 y -18.6 -18.6 0 %100 438 P50-9 y -18.6 -18.6 0 %100 439 P51-4 y -18.6 -18.6 0 %100 440 P38-1 y -18.6 -18.6 0 %100 441 P52-4 y -18.6 -18.6 0 %100 442 P50-3 y -18.6 -18.6 0 %100 443 P37-7 y -18.6 -18.6 0 %100 444 P50-1 y -18.6 -18.6 0 %100 445 P32-7 y -18.6 -18.6 0 %100 446 P49-1 y -18.6 -18.6 0 %100 447 P42-10 y -18.6 -18.6 0 %100 448 P47-1 y -18.6 -18.6 0 %100 449 P33-10 y -18.6 -18.6 0 %100 450 P36-6 y -18.6 -18.6 0 %100 451 P37-10 y -18.6 -18.6 0 %100 452 P50-8 y -18.6 -18.6 0 %100 453 P41-10 y -18.6 -18.6 0 %100 454 P48-2 y -18.6 -18.6 0 %100 455 P31-3 y -18.6 -18.6 0 %100 456 P48-4 y -18.6 -18.6 0 %100 457 P40-2 y -18.6 -18.6 0 %100 458 P31-2 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page78 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 459 P46-4 y -18.6 -18.6 0 %100 460 P41-1 y -18.6 -18.6 0 %100 461 P37-3 y -18.6 -18.6 0 %100 462 P37-1 y -18.6 -18.6 0 %100 463 P49-2 y -18.6 -18.6 0 %100 464 P33-5 y -18.6 -18.6 0 %100 465 P44-6 y -18.6 -18.6 0 %100 466 P32-6 y -18.6 -18.6 0 %100 467 P48-1 y -18.6 -18.6 0 %100 468 P33-6 y -18.6 -18.6 0 %100 469 P40-4 y -18.6 -18.6 0 %100 470 P40-10 y -18.6 -18.6 0 %100 471 P46-9 y -18.6 -18.6 0 %100 472 P46-8 y -18.6 -18.6 0 %100 473 P34-5 y -18.6 -18.6 0 %100 474 P45-1 y -18.6 -18.6 0 %100 475 P52-8 y -18.6 -18.6 0 %100 476 P32-4 y -18.6 -18.6 0 %100 477 P32-3 y -18.6 -18.6 0 %100 478 P31-5 y -18.6 -18.6 0 %100 479 P31-9 y -18.6 -18.6 0 %100 480 P31-1 y -18.6 -18.6 0 %100 481 P32-9 y -18.6 -18.6 0 %100 482 P32-2 y -18.6 -18.6 0 %100 483 P32-5 y -18.6 -18.6 0 %100 484 P31-4 y -18.6 -18.6 0 %100 485 P31-7 y -18.6 -18.6 0 %100 486 P31-10 y -18.6 -18.6 0 %100 487 P33-4 y -18.6 -18.6 0 %100 488 P33-8 y -18.6 -18.6 0 %100 489 P50-6 y -18.6 -18.6 0 %100 490 P34-8 y -18.6 -18.6 0 %100 491 P33-1 y -18.6 -18.6 0 %100 492 P34-1 y -18.6 -18.6 0 %100 493 P34-3 y -18.6 -18.6 0 %100 494 P34-7 y -18.6 -18.6 0 %100 495 P34-4 y -18.6 -18.6 0 %100 496 P33-3 y -18.6 -18.6 0 %100 497 P33-7 y -18.6 -18.6 0 %100 498 P38-9 y -18.6 -18.6 0 %100 499 P34-10 y -18.6 -18.6 0 %100 500 P36-10 y -18.6 -18.6 0 %100 501 P36-7 y -18.6 -18.6 0 %100 502 P36-3 y -18.6 -18.6 0 %100 503 P35-4 y -18.6 -18.6 0 %100 504 P35-10 y -18.6 -18.6 0 %100 505 P36-5 y -18.6 -18.6 0 %100 506 P36-8 y -18.6 -18.6 0 %100 507 P41-4 y -18.6 -18.6 0 %100 508 P35-9 y -18.6 -18.6 0 %100 509 P54-6 y -18.6 -18.6 0 %100 510 P38-10 y -18.6 -18.6 0 %100 511 P35-1 y -18.6 -18.6 0 %100 512 P36-1 y -18.6 -18.6 0 %100 513 P36-9 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page79 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 514 P35-6 y -18.6 -18.6 0 %100 515 P36-4 y -18.6 -18.6 0 %100 516 P35-5 y -18.6 -18.6 0 %100 517 P35-2 y -18.6 -18.6 0 %100 518 P35-3 y -18.6 -18.6 0 %100 519 P35-7 y -18.6 -18.6 0 %100 520 P41-5 y -18.6 -18.6 0 %100 521 P37-5 y -18.6 -18.6 0 %100 522 P39-10 y -18.6 -18.6 0 %100 523 P37-4 y -18.6 -18.6 0 %100 524 P38-7 y -18.6 -18.6 0 %100 525 P37-8 y -18.6 -18.6 0 %100 526 P37-6 y -18.6 -18.6 0 %100 527 P52-6 y -18.6 -18.6 0 %100 528 P38-4 y -18.6 -18.6 0 %100 529 P37-2 y -18.6 -18.6 0 %100 530 P38-2 y -18.6 -18.6 0 %100 531 P39-6 y -18.6 -18.6 0 %100 532 P39-5 y -18.6 -18.6 0 %100 533 P40-9 y -18.6 -18.6 0 %100 534 P40-1 y -18.6 -18.6 0 %100 535 P39-7 y -18.6 -18.6 0 %100 536 P39-2 y -18.6 -18.6 0 %100 537 P40-3 y -18.6 -18.6 0 %100 538 P40-8 y -18.6 -18.6 0 %100 539 P49-9 y -18.6 -18.6 0 %100 540 P39-4 y -18.6 -18.6 0 %100 541 P40-7 y -18.6 -18.6 0 %100 542 P39-8 y -18.6 -18.6 0 %100 543 P40-6 y -18.6 -18.6 0 %100 544 P39-3 y -18.6 -18.6 0 %100 545 P42-3 y -18.6 -18.6 0 %100 546 P41-3 y -18.6 -18.6 0 %100 547 P42-1 y -18.6 -18.6 0 %100 548 P41-9 y -18.6 -18.6 0 %100 549 P48-6 y -18.6 -18.6 0 %100 550 P42-8 y -18.6 -18.6 0 %100 551 P41-6 y -18.6 -18.6 0 %100 552 P42-9 y -18.6 -18.6 0 %100 553 P42-7 y -18.6 -18.6 0 %100 554 P41-8 y -18.6 -18.6 0 %100 555 P46-2 y -18.6 -18.6 0 %100 556 P42-5 y -18.6 -18.6 0 %100 557 P42-6 y -18.6 -18.6 0 %100 558 P44-9 y -18.6 -18.6 0 %100 559 P43-4 y -18.6 -18.6 0 %100 560 P44-8 y -18.6 -18.6 0 %100 561 P44-5 y -18.6 -18.6 0 %100 562 P43-3 y -18.6 -18.6 0 %100 563 P44-1 y -18.6 -18.6 0 %100 564 P43-9 y -18.6 -18.6 0 %100 565 P51-5 y -18.6 -18.6 0 %100 566 P43-5 y -18.6 -18.6 0 %100 567 P43-7 y -18.6 -18.6 0 %100 568 P44-7 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page80 MemberDistributedLoads(BLC4:Wa,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 569 P43-8 y -18.6 -18.6 0 %100 570 P43-1 y -18.6 -18.6 0 %100 571 P44-2 y -18.6 -18.6 0 %100 572 P45-3 y -18.6 -18.6 0 %100 573 P45-5 y -18.6 -18.6 0 %100 574 P45-8 y -18.6 -18.6 0 %100 575 P45-7 y -18.6 -18.6 0 %100 576 P45-2 y -18.6 -18.6 0 %100 577 P46-3 y -18.6 -18.6 0 %100 578 P46-1 y -18.6 -18.6 0 %100 579 P45-9 y -18.6 -18.6 0 %100 580 P46-7 y -18.6 -18.6 0 %100 581 P47-9 y -18.6 -18.6 0 %100 582 P48-5 y -18.6 -18.6 0 %100 583 P47-5 y -18.6 -18.6 0 %100 584 P48-7 y -18.6 -18.6 0 %100 585 P48-8 y -18.6 -18.6 0 %100 586 P48-9 y -18.6 -18.6 0 %100 587 P47-2 y -18.6 -18.6 0 %100 588 P47-6 y -18.6 -18.6 0 %100 589 P50-4 y -18.6 -18.6 0 %100 590 P50-7 y -18.6 -18.6 0 %100 591 P49-5 y -18.6 -18.6 0 %100 592 P49-8 y -18.6 -18.6 0 %100 593 P50-2 y -18.6 -18.6 0 %100 594 P49-7 y -18.6 -18.6 0 %100 595 P49-6 y -18.6 -18.6 0 %100 596 P51-2 y -18.6 -18.6 0 %100 597 P51-9 y -18.6 -18.6 0 %100 598 P51-8 y -18.6 -18.6 0 %100 599 P51-3 y -18.6 -18.6 0 %100 600 P51-6 y -18.6 -18.6 0 %100 601 P54-7 y -18.6 -18.6 0 %100 602 P53-7 y -18.6 -18.6 0 %100 603 P53-8 y -18.6 -18.6 0 %100 604 P54-9 y -18.6 -18.6 0 %100 605 P54-3 y -18.6 -18.6 0 %100 606 P53-3 y -18.6 -18.6 0 %100 607 P53-2 y -18.6 -18.6 0 %100 608 P53-4 y -18.6 -18.6 0 %100 609 P53-5 y -18.6 -18.6 0 %100 610 P54-4 y -18.6 -18.6 0 %100 611 P54-5 y -18.6 -18.6 0 %100 612 P53-9 y -18.6 -18.6 0 %100 MemberDistributedLoads(BLC5:Wb,Unobstructed) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P24-13 y 68.3 68.3 0 %100 2 P19-3 y 68.3 68.3 0 %100 3 P6-14 y 68.3 68.3 0 %100 4 P4-8 y 68.3 68.3 0 %100 5 P27-3 y 68.3 68.3 0 %100 6 P3-5 y 68.3 68.3 0 %100 7 P23-8 y 68.3 68.3 0 %100 8 P2-13 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page81 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 9 P7-2 y 68.3 68.3 0 %100 10 P23-1 y 68.3 68.3 0 %100 11 P3-4 y 68.3 68.3 0 %100 12 P9-5 y 68.3 68.3 0 %100 13 P22-2 y 68.3 68.3 0 %100 14 P27-7 y 68.3 68.3 0 %100 15 P8-8 y 68.3 68.3 0 %100 16 P4-4 y 68.3 68.3 0 %100 17 P13-7 y 68.3 68.3 0 %100 18 P3-11 y 68.3 68.3 0 %100 19 P4-2 y 68.3 68.3 0 %100 20 P8-12 y 68.3 68.3 0 %100 21 P10-7 y 68.3 68.3 0 %100 22 P3-10 y 68.3 68.3 0 %100 23 P17-8 y 68.3 68.3 0 %100 24 P4-11 y 68.3 68.3 0 %100 25 P21-8 y 68.3 68.3 0 %100 26 P7-3 y 68.3 68.3 0 %100 27 P5-10 y 68.3 68.3 0 %100 28 P18-11 y 68.3 68.3 0 %100 29 P16-11 y 68.3 68.3 0 %100 30 P12-14 y 68.3 68.3 0 %100 31 P22-11 y 68.3 68.3 0 %100 32 P15-14 y 68.3 68.3 0 %100 33 P14-10 y 68.3 68.3 0 %100 34 P21-11 y 68.3 68.3 0 %100 35 P16-4 y 68.3 68.3 0 %100 36 P18-10 y 68.3 68.3 0 %100 37 P23-4 y 68.3 68.3 0 %100 38 P7-12 y 68.3 68.3 0 %100 39 P19-8 y 68.3 68.3 0 %100 40 P23-14 y 68.3 68.3 0 %100 41 P16-1 y 68.3 68.3 0 %100 42 P8-3 y 68.3 68.3 0 %100 43 P16-10 y 68.3 68.3 0 %100 44 P8-7 y 68.3 68.3 0 %100 45 P20-9 y 68.3 68.3 0 %100 46 P11-1 y 68.3 68.3 0 %100 47 P25-5 y 68.3 68.3 0 %100 48 P15-1 y 68.3 68.3 0 %100 49 P10-1 y 68.3 68.3 0 %100 50 P23-11 y 68.3 68.3 0 %100 51 P7-1 y 68.3 68.3 0 %100 52 P15-5 y 68.3 68.3 0 %100 53 P23-12 y 68.3 68.3 0 %100 54 P10-2 y 68.3 68.3 0 %100 55 P15-9 y 68.3 68.3 0 %100 56 P26-4 y 68.3 68.3 0 %100 57 P14-4 y 68.3 68.3 0 %100 58 P5-12 y 68.3 68.3 0 %100 59 P26-2 y 68.3 68.3 0 %100 60 P6-12 y 68.3 68.3 0 %100 61 P11-7 y 68.3 68.3 0 %100 62 P27-1 y 68.3 68.3 0 %100 63 P20-10 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page82 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 64 P27-2 y 68.3 68.3 0 %100 65 P27-4 y 68.3 68.3 0 %100 66 P1-8 y 68.3 68.3 0 %100 67 P20-3 y 68.3 68.3 0 %100 68 P15-3 y 68.3 68.3 0 %100 69 P27-5 y 68.3 68.3 0 %100 70 P27-6 y 68.3 68.3 0 %100 71 P15-4 y 68.3 68.3 0 %100 72 P14-2 y 68.3 68.3 0 %100 73 P27-8 y 68.3 68.3 0 %100 74 P14-12 y 68.3 68.3 0 %100 75 P27-9 y 68.3 68.3 0 %100 76 P27-10 y 68.3 68.3 0 %100 77 P26-1 y 68.3 68.3 0 %100 78 P17-1 y 68.3 68.3 0 %100 79 P4-9 y 68.3 68.3 0 %100 80 P19-5 y 68.3 68.3 0 %100 81 P2-5 y 68.3 68.3 0 %100 82 P1-10 y 68.3 68.3 0 %100 83 P2-6 y 68.3 68.3 0 %100 84 P7-14 y 68.3 68.3 0 %100 85 P16-9 y 68.3 68.3 0 %100 86 P26-6 y 68.3 68.3 0 %100 87 P25-1 y 68.3 68.3 0 %100 88 P26-9 y 68.3 68.3 0 %100 89 P5-2 y 68.3 68.3 0 %100 90 P12-6 y 68.3 68.3 0 %100 91 P24-10 y 68.3 68.3 0 %100 92 P25-2 y 68.3 68.3 0 %100 93 P25-3 y 68.3 68.3 0 %100 94 P20-2 y 68.3 68.3 0 %100 95 P26-3 y 68.3 68.3 0 %100 96 P2-2 y 68.3 68.3 0 %100 97 P25-4 y 68.3 68.3 0 %100 98 P26-10 y 68.3 68.3 0 %100 99 P20-4 y 68.3 68.3 0 %100 100 P26-5 y 68.3 68.3 0 %100 101 P25-6 y 68.3 68.3 0 %100 102 P5-8 y 68.3 68.3 0 %100 103 P25-7 y 68.3 68.3 0 %100 104 P6-2 y 68.3 68.3 0 %100 105 P10-6 y 68.3 68.3 0 %100 106 P26-7 y 68.3 68.3 0 %100 107 P25-8 y 68.3 68.3 0 %100 108 P26-8 y 68.3 68.3 0 %100 109 P25-9 y 68.3 68.3 0 %100 110 P6-6 y 68.3 68.3 0 %100 111 P25-10 y 68.3 68.3 0 %100 112 P24-11 y 68.3 68.3 0 %100 113 P22-12 y 68.3 68.3 0 %100 114 P3-12 y 68.3 68.3 0 %100 115 P2-12 y 68.3 68.3 0 %100 116 P12-13 y 68.3 68.3 0 %100 117 P14-7 y 68.3 68.3 0 %100 118 P3-6 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page83 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 119 P17-2 y 68.3 68.3 0 %100 120 P24-3 y 68.3 68.3 0 %100 121 P6-3 y 68.3 68.3 0 %100 122 P11-2 y 68.3 68.3 0 %100 123 P11-8 y 68.3 68.3 0 %100 124 P5-1 y 68.3 68.3 0 %100 125 P7-7 y 68.3 68.3 0 %100 126 P3-2 y 68.3 68.3 0 %100 127 P24-7 y 68.3 68.3 0 %100 128 P23-2 y 68.3 68.3 0 %100 129 P24-9 y 68.3 68.3 0 %100 130 P23-9 y 68.3 68.3 0 %100 131 P24-12 y 68.3 68.3 0 %100 132 P21-10 y 68.3 68.3 0 %100 133 P4-10 y 68.3 68.3 0 %100 134 P6-8 y 68.3 68.3 0 %100 135 P24-6 y 68.3 68.3 0 %100 136 P24-4 y 68.3 68.3 0 %100 137 P24-1 y 68.3 68.3 0 %100 138 P24-2 y 68.3 68.3 0 %100 139 P23-3 y 68.3 68.3 0 %100 140 P14-1 y 68.3 68.3 0 %100 141 P23-5 y 68.3 68.3 0 %100 142 P24-5 y 68.3 68.3 0 %100 143 P23-6 y 68.3 68.3 0 %100 144 P23-7 y 68.3 68.3 0 %100 145 P1-4 y 68.3 68.3 0 %100 146 P21-9 y 68.3 68.3 0 %100 147 P24-8 y 68.3 68.3 0 %100 148 P12-3 y 68.3 68.3 0 %100 149 P13-9 y 68.3 68.3 0 %100 150 P12-12 y 68.3 68.3 0 %100 151 P23-10 y 68.3 68.3 0 %100 152 P23-13 y 68.3 68.3 0 %100 153 P22-5 y 68.3 68.3 0 %100 154 P21-13 y 68.3 68.3 0 %100 155 P22-10 y 68.3 68.3 0 %100 156 P22-4 y 68.3 68.3 0 %100 157 P21-1 y 68.3 68.3 0 %100 158 P22-7 y 68.3 68.3 0 %100 159 P21-2 y 68.3 68.3 0 %100 160 P22-9 y 68.3 68.3 0 %100 161 P16-2 y 68.3 68.3 0 %100 162 P8-4 y 68.3 68.3 0 %100 163 P22-6 y 68.3 68.3 0 %100 164 P22-1 y 68.3 68.3 0 %100 165 P12-10 y 68.3 68.3 0 %100 166 P21-3 y 68.3 68.3 0 %100 167 P22-3 y 68.3 68.3 0 %100 168 P21-4 y 68.3 68.3 0 %100 169 P13-5 y 68.3 68.3 0 %100 170 P21-5 y 68.3 68.3 0 %100 171 P21-6 y 68.3 68.3 0 %100 172 P17-12 y 68.3 68.3 0 %100 173 P20-14 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page84 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 174 P21-7 y 68.3 68.3 0 %100 175 P22-8 y 68.3 68.3 0 %100 176 P21-12 y 68.3 68.3 0 %100 177 P22-13 y 68.3 68.3 0 %100 178 P9-6 y 68.3 68.3 0 %100 179 P20-5 y 68.3 68.3 0 %100 180 P19-4 y 68.3 68.3 0 %100 181 P6-13 y 68.3 68.3 0 %100 182 P19-2 y 68.3 68.3 0 %100 183 P21-14 y 68.3 68.3 0 %100 184 P19-13 y 68.3 68.3 0 %100 185 P19-1 y 68.3 68.3 0 %100 186 P19-11 y 68.3 68.3 0 %100 187 P16-7 y 68.3 68.3 0 %100 188 P20-7 y 68.3 68.3 0 %100 189 P19-7 y 68.3 68.3 0 %100 190 P20-11 y 68.3 68.3 0 %100 191 P7-8 y 68.3 68.3 0 %100 192 P19-9 y 68.3 68.3 0 %100 193 P20-12 y 68.3 68.3 0 %100 194 P20-6 y 68.3 68.3 0 %100 195 P20-1 y 68.3 68.3 0 %100 196 P9-3 y 68.3 68.3 0 %100 197 P19-6 y 68.3 68.3 0 %100 198 P9-14 y 68.3 68.3 0 %100 199 P20-8 y 68.3 68.3 0 %100 200 P19-10 y 68.3 68.3 0 %100 201 P19-12 y 68.3 68.3 0 %100 202 P20-13 y 68.3 68.3 0 %100 203 P17-10 y 68.3 68.3 0 %100 204 P17-6 y 68.3 68.3 0 %100 205 P18-7 y 68.3 68.3 0 %100 206 P17-5 y 68.3 68.3 0 %100 207 P7-11 y 68.3 68.3 0 %100 208 P17-13 y 68.3 68.3 0 %100 209 P10-4 y 68.3 68.3 0 %100 210 P18-9 y 68.3 68.3 0 %100 211 P24-14 y 68.3 68.3 0 %100 212 P18-6 y 68.3 68.3 0 %100 213 P18-3 y 68.3 68.3 0 %100 214 P18-5 y 68.3 68.3 0 %100 215 P17-4 y 68.3 68.3 0 %100 216 P18-2 y 68.3 68.3 0 %100 217 P18-4 y 68.3 68.3 0 %100 218 P17-11 y 68.3 68.3 0 %100 219 P22-14 y 68.3 68.3 0 %100 220 P17-9 y 68.3 68.3 0 %100 221 P18-12 y 68.3 68.3 0 %100 222 P13-8 y 68.3 68.3 0 %100 223 P18-1 y 68.3 68.3 0 %100 224 P17-3 y 68.3 68.3 0 %100 225 P17-7 y 68.3 68.3 0 %100 226 P18-8 y 68.3 68.3 0 %100 227 P12-1 y 68.3 68.3 0 %100 228 P18-13 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page85 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 229 P15-12 y 68.3 68.3 0 %100 230 P11-12 y 68.3 68.3 0 %100 231 P10-14 y 68.3 68.3 0 %100 232 P16-13 y 68.3 68.3 0 %100 233 P16-12 y 68.3 68.3 0 %100 234 P15-2 y 68.3 68.3 0 %100 235 P15-10 y 68.3 68.3 0 %100 236 P15-6 y 68.3 68.3 0 %100 237 P15-13 y 68.3 68.3 0 %100 238 P13-3 y 68.3 68.3 0 %100 239 P16-6 y 68.3 68.3 0 %100 240 P16-5 y 68.3 68.3 0 %100 241 P15-8 y 68.3 68.3 0 %100 242 P15-11 y 68.3 68.3 0 %100 243 P14-8 y 68.3 68.3 0 %100 244 P5-7 y 68.3 68.3 0 %100 245 P16-3 y 68.3 68.3 0 %100 246 P15-7 y 68.3 68.3 0 %100 247 P16-8 y 68.3 68.3 0 %100 248 P13-1 y 68.3 68.3 0 %100 249 P14-6 y 68.3 68.3 0 %100 250 P14-3 y 68.3 68.3 0 %100 251 P14-11 y 68.3 68.3 0 %100 252 P6-10 y 68.3 68.3 0 %100 253 P2-8 y 68.3 68.3 0 %100 254 P14-5 y 68.3 68.3 0 %100 255 P13-10 y 68.3 68.3 0 %100 256 P13-6 y 68.3 68.3 0 %100 257 P13-12 y 68.3 68.3 0 %100 258 P14-13 y 68.3 68.3 0 %100 259 P13-4 y 68.3 68.3 0 %100 260 P14-9 y 68.3 68.3 0 %100 261 P13-2 y 68.3 68.3 0 %100 262 P13-13 y 68.3 68.3 0 %100 263 P13-11 y 68.3 68.3 0 %100 264 P11-4 y 68.3 68.3 0 %100 265 P11-6 y 68.3 68.3 0 %100 266 P11-3 y 68.3 68.3 0 %100 267 P1-6 y 68.3 68.3 0 %100 268 P12-11 y 68.3 68.3 0 %100 269 P11-9 y 68.3 68.3 0 %100 270 P1-2 y 68.3 68.3 0 %100 271 P12-4 y 68.3 68.3 0 %100 272 P12-2 y 68.3 68.3 0 %100 273 P8-10 y 68.3 68.3 0 %100 274 P12-5 y 68.3 68.3 0 %100 275 P11-10 y 68.3 68.3 0 %100 276 P12-7 y 68.3 68.3 0 %100 277 P12-9 y 68.3 68.3 0 %100 278 P11-5 y 68.3 68.3 0 %100 279 P11-13 y 68.3 68.3 0 %100 280 P11-11 y 68.3 68.3 0 %100 281 P12-8 y 68.3 68.3 0 %100 282 P8-9 y 68.3 68.3 0 %100 283 P10-13 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page86 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 284 P9-9 y 68.3 68.3 0 %100 285 P10-9 y 68.3 68.3 0 %100 286 P10-10 y 68.3 68.3 0 %100 287 P9-7 y 68.3 68.3 0 %100 288 P7-9 y 68.3 68.3 0 %100 289 P8-11 y 68.3 68.3 0 %100 290 P10-3 y 68.3 68.3 0 %100 291 P10-11 y 68.3 68.3 0 %100 292 P9-1 y 68.3 68.3 0 %100 293 P9-8 y 68.3 68.3 0 %100 294 P9-4 y 68.3 68.3 0 %100 295 P10-5 y 68.3 68.3 0 %100 296 P10-12 y 68.3 68.3 0 %100 297 P9-10 y 68.3 68.3 0 %100 298 P1-3 y 68.3 68.3 0 %100 299 P9-12 y 68.3 68.3 0 %100 300 P9-2 y 68.3 68.3 0 %100 301 P9-13 y 68.3 68.3 0 %100 302 P9-11 y 68.3 68.3 0 %100 303 P10-8 y 68.3 68.3 0 %100 304 P7-5 y 68.3 68.3 0 %100 305 P5-5 y 68.3 68.3 0 %100 306 P16-14 y 68.3 68.3 0 %100 307 P8-6 y 68.3 68.3 0 %100 308 P8-5 y 68.3 68.3 0 %100 309 P11-14 y 68.3 68.3 0 %100 310 P7-4 y 68.3 68.3 0 %100 311 P7-13 y 68.3 68.3 0 %100 312 P8-13 y 68.3 68.3 0 %100 313 P7-6 y 68.3 68.3 0 %100 314 P8-1 y 68.3 68.3 0 %100 315 P5-11 y 68.3 68.3 0 %100 316 P8-2 y 68.3 68.3 0 %100 317 P7-10 y 68.3 68.3 0 %100 318 P6-1 y 68.3 68.3 0 %100 319 P6-7 y 68.3 68.3 0 %100 320 P5-6 y 68.3 68.3 0 %100 321 P4-6 y 68.3 68.3 0 %100 322 P6-5 y 68.3 68.3 0 %100 323 P6-9 y 68.3 68.3 0 %100 324 P6-4 y 68.3 68.3 0 %100 325 P5-9 y 68.3 68.3 0 %100 326 P6-11 y 68.3 68.3 0 %100 327 P5-4 y 68.3 68.3 0 %100 328 P5-13 y 68.3 68.3 0 %100 329 P5-3 y 68.3 68.3 0 %100 330 P2-3 y 68.3 68.3 0 %100 331 P4-3 y 68.3 68.3 0 %100 332 P4-5 y 68.3 68.3 0 %100 333 P3-9 y 68.3 68.3 0 %100 334 P4-12 y 68.3 68.3 0 %100 335 P4-7 y 68.3 68.3 0 %100 336 P3-7 y 68.3 68.3 0 %100 337 P4-13 y 68.3 68.3 0 %100 338 P3-8 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page87 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 339 P3-13 y 68.3 68.3 0 %100 340 P3-3 y 68.3 68.3 0 %100 341 P19-14 y 68.3 68.3 0 %100 342 P18-14 y 68.3 68.3 0 %100 343 P8-14 y 68.3 68.3 0 %100 344 P17-14 y 68.3 68.3 0 %100 345 P14-14 y 68.3 68.3 0 %100 346 P13-14 y 68.3 68.3 0 %100 347 P5-14 y 68.3 68.3 0 %100 348 P2-11 y 68.3 68.3 0 %100 349 P2-10 y 68.3 68.3 0 %100 350 P1-9 y 68.3 68.3 0 %100 351 P1-7 y 68.3 68.3 0 %100 352 P1-12 y 68.3 68.3 0 %100 353 P1-5 y 68.3 68.3 0 %100 354 P2-7 y 68.3 68.3 0 %100 355 P2-4 y 68.3 68.3 0 %100 356 P1-11 y 68.3 68.3 0 %100 357 P2-9 y 68.3 68.3 0 %100 358 P1-13 y 68.3 68.3 0 %100 359 P33-2 y 6.2 6.2 0 %100 360 P32-8 y 6.2 6.2 0 %100 361 P38-3 y 6.2 6.2 0 %100 362 P52-7 y 6.2 6.2 0 %100 363 P33-9 y 6.2 6.2 0 %100 364 P35-8 y 6.2 6.2 0 %100 365 P38-5 y 6.2 6.2 0 %100 366 P53-6 y 6.2 6.2 0 %100 367 P54-2 y 6.2 6.2 0 %100 368 P32-1 y 6.2 6.2 0 %100 369 P49-3 y 6.2 6.2 0 %100 370 P41-7 y 6.2 6.2 0 %100 371 P47-3 y 6.2 6.2 0 %100 372 P46-5 y 6.2 6.2 0 %100 373 P43-2 y 6.2 6.2 0 %100 374 P30-10 y 6.2 6.2 0 %100 375 P34-9 y 6.2 6.2 0 %100 376 P31-6 y 6.2 6.2 0 %100 377 P30-1 y 6.2 6.2 0 %100 378 P47-4 y 6.2 6.2 0 %100 379 P36-2 y 6.2 6.2 0 %100 380 P52-5 y 6.2 6.2 0 %100 381 P45-4 y 6.2 6.2 0 %100 382 P52-3 y 6.2 6.2 0 %100 383 P54-8 y 6.2 6.2 0 %100 384 P28-1 y 6.2 6.2 0 %100 385 P48-3 y 6.2 6.2 0 %100 386 P38-8 y 6.2 6.2 0 %100 387 P28-2 y 6.2 6.2 0 %100 388 P28-3 y 6.2 6.2 0 %100 389 P28-4 y 6.2 6.2 0 %100 390 P28-5 y 6.2 6.2 0 %100 391 P30-7 y 6.2 6.2 0 %100 392 P49-4 y 6.2 6.2 0 %100 393 P28-6 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page88 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 394 P28-7 y 6.2 6.2 0 %100 395 P28-8 y 6.2 6.2 0 %100 396 P28-9 y 6.2 6.2 0 %100 397 P28-10 y 6.2 6.2 0 %100 398 P32-10 y 6.2 6.2 0 %100 399 P44-3 y 6.2 6.2 0 %100 400 P40-5 y 6.2 6.2 0 %100 401 P52-9 y 6.2 6.2 0 %100 402 P42-4 y 6.2 6.2 0 %100 403 P30-6 y 6.2 6.2 0 %100 404 P29-1 y 6.2 6.2 0 %100 405 P38-6 y 6.2 6.2 0 %100 406 P30-9 y 6.2 6.2 0 %100 407 P30-4 y 6.2 6.2 0 %100 408 P29-2 y 6.2 6.2 0 %100 409 P47-7 y 6.2 6.2 0 %100 410 P30-2 y 6.2 6.2 0 %100 411 P29-3 y 6.2 6.2 0 %100 412 P30-3 y 6.2 6.2 0 %100 413 P29-4 y 6.2 6.2 0 %100 414 P41-2 y 6.2 6.2 0 %100 415 P29-5 y 6.2 6.2 0 %100 416 P46-6 y 6.2 6.2 0 %100 417 P30-5 y 6.2 6.2 0 %100 418 P29-6 y 6.2 6.2 0 %100 419 P29-7 y 6.2 6.2 0 %100 420 P29-8 y 6.2 6.2 0 %100 421 P51-7 y 6.2 6.2 0 %100 422 P30-8 y 6.2 6.2 0 %100 423 P50-5 y 6.2 6.2 0 %100 424 P39-1 y 6.2 6.2 0 %100 425 P29-9 y 6.2 6.2 0 %100 426 P29-10 y 6.2 6.2 0 %100 427 P52-2 y 6.2 6.2 0 %100 428 P37-9 y 6.2 6.2 0 %100 429 P39-9 y 6.2 6.2 0 %100 430 P47-8 y 6.2 6.2 0 %100 431 P42-2 y 6.2 6.2 0 %100 432 P31-8 y 6.2 6.2 0 %100 433 P34-6 y 6.2 6.2 0 %100 434 P44-4 y 6.2 6.2 0 %100 435 P45-6 y 6.2 6.2 0 %100 436 P34-2 y 6.2 6.2 0 %100 437 P43-6 y 6.2 6.2 0 %100 438 P50-9 y 6.2 6.2 0 %100 439 P51-4 y 6.2 6.2 0 %100 440 P38-1 y 6.2 6.2 0 %100 441 P52-4 y 6.2 6.2 0 %100 442 P50-3 y 6.2 6.2 0 %100 443 P37-7 y 6.2 6.2 0 %100 444 P50-1 y 6.2 6.2 0 %100 445 P32-7 y 6.2 6.2 0 %100 446 P49-1 y 6.2 6.2 0 %100 447 P42-10 y 6.2 6.2 0 %100 448 P47-1 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page89 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 449 P33-10 y 6.2 6.2 0 %100 450 P36-6 y 6.2 6.2 0 %100 451 P37-10 y 6.2 6.2 0 %100 452 P50-8 y 6.2 6.2 0 %100 453 P41-10 y 6.2 6.2 0 %100 454 P48-2 y 6.2 6.2 0 %100 455 P31-3 y 6.2 6.2 0 %100 456 P48-4 y 6.2 6.2 0 %100 457 P40-2 y 6.2 6.2 0 %100 458 P31-2 y 6.2 6.2 0 %100 459 P46-4 y 6.2 6.2 0 %100 460 P41-1 y 6.2 6.2 0 %100 461 P37-3 y 6.2 6.2 0 %100 462 P37-1 y 6.2 6.2 0 %100 463 P49-2 y 6.2 6.2 0 %100 464 P33-5 y 6.2 6.2 0 %100 465 P44-6 y 6.2 6.2 0 %100 466 P32-6 y 6.2 6.2 0 %100 467 P48-1 y 6.2 6.2 0 %100 468 P33-6 y 6.2 6.2 0 %100 469 P40-4 y 6.2 6.2 0 %100 470 P40-10 y 6.2 6.2 0 %100 471 P46-9 y 6.2 6.2 0 %100 472 P46-8 y 6.2 6.2 0 %100 473 P34-5 y 6.2 6.2 0 %100 474 P45-1 y 6.2 6.2 0 %100 475 P52-8 y 6.2 6.2 0 %100 476 P32-4 y 6.2 6.2 0 %100 477 P32-3 y 6.2 6.2 0 %100 478 P31-5 y 6.2 6.2 0 %100 479 P31-9 y 6.2 6.2 0 %100 480 P31-1 y 6.2 6.2 0 %100 481 P32-9 y 6.2 6.2 0 %100 482 P32-2 y 6.2 6.2 0 %100 483 P32-5 y 6.2 6.2 0 %100 484 P31-4 y 6.2 6.2 0 %100 485 P31-7 y 6.2 6.2 0 %100 486 P31-10 y 6.2 6.2 0 %100 487 P33-4 y 6.2 6.2 0 %100 488 P33-8 y 6.2 6.2 0 %100 489 P50-6 y 6.2 6.2 0 %100 490 P34-8 y 6.2 6.2 0 %100 491 P33-1 y 6.2 6.2 0 %100 492 P34-1 y 6.2 6.2 0 %100 493 P34-3 y 6.2 6.2 0 %100 494 P34-7 y 6.2 6.2 0 %100 495 P34-4 y 6.2 6.2 0 %100 496 P33-3 y 6.2 6.2 0 %100 497 P33-7 y 6.2 6.2 0 %100 498 P38-9 y 6.2 6.2 0 %100 499 P34-10 y 6.2 6.2 0 %100 500 P36-10 y 6.2 6.2 0 %100 501 P36-7 y 6.2 6.2 0 %100 502 P36-3 y 6.2 6.2 0 %100 503 P35-4 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page90 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 504 P35-10 y 6.2 6.2 0 %100 505 P36-5 y 6.2 6.2 0 %100 506 P36-8 y 6.2 6.2 0 %100 507 P41-4 y 6.2 6.2 0 %100 508 P35-9 y 6.2 6.2 0 %100 509 P54-6 y 6.2 6.2 0 %100 510 P38-10 y 6.2 6.2 0 %100 511 P35-1 y 6.2 6.2 0 %100 512 P36-1 y 6.2 6.2 0 %100 513 P36-9 y 6.2 6.2 0 %100 514 P35-6 y 6.2 6.2 0 %100 515 P36-4 y 6.2 6.2 0 %100 516 P35-5 y 6.2 6.2 0 %100 517 P35-2 y 6.2 6.2 0 %100 518 P35-3 y 6.2 6.2 0 %100 519 P35-7 y 6.2 6.2 0 %100 520 P41-5 y 6.2 6.2 0 %100 521 P37-5 y 6.2 6.2 0 %100 522 P39-10 y 6.2 6.2 0 %100 523 P37-4 y 6.2 6.2 0 %100 524 P38-7 y 6.2 6.2 0 %100 525 P37-8 y 6.2 6.2 0 %100 526 P37-6 y 6.2 6.2 0 %100 527 P52-6 y 6.2 6.2 0 %100 528 P38-4 y 6.2 6.2 0 %100 529 P37-2 y 6.2 6.2 0 %100 530 P38-2 y 6.2 6.2 0 %100 531 P39-6 y 6.2 6.2 0 %100 532 P39-5 y 6.2 6.2 0 %100 533 P40-9 y 6.2 6.2 0 %100 534 P40-1 y 6.2 6.2 0 %100 535 P39-7 y 6.2 6.2 0 %100 536 P39-2 y 6.2 6.2 0 %100 537 P40-3 y 6.2 6.2 0 %100 538 P40-8 y 6.2 6.2 0 %100 539 P49-9 y 6.2 6.2 0 %100 540 P39-4 y 6.2 6.2 0 %100 541 P40-7 y 6.2 6.2 0 %100 542 P39-8 y 6.2 6.2 0 %100 543 P40-6 y 6.2 6.2 0 %100 544 P39-3 y 6.2 6.2 0 %100 545 P42-3 y 6.2 6.2 0 %100 546 P41-3 y 6.2 6.2 0 %100 547 P42-1 y 6.2 6.2 0 %100 548 P41-9 y 6.2 6.2 0 %100 549 P48-6 y 6.2 6.2 0 %100 550 P42-8 y 6.2 6.2 0 %100 551 P41-6 y 6.2 6.2 0 %100 552 P42-9 y 6.2 6.2 0 %100 553 P42-7 y 6.2 6.2 0 %100 554 P41-8 y 6.2 6.2 0 %100 555 P46-2 y 6.2 6.2 0 %100 556 P42-5 y 6.2 6.2 0 %100 557 P42-6 y 6.2 6.2 0 %100 558 P44-9 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page91 MemberDistributedLoads(BLC5:Wb,Unobstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 559 P43-4 y 6.2 6.2 0 %100 560 P44-8 y 6.2 6.2 0 %100 561 P44-5 y 6.2 6.2 0 %100 562 P43-3 y 6.2 6.2 0 %100 563 P44-1 y 6.2 6.2 0 %100 564 P43-9 y 6.2 6.2 0 %100 565 P51-5 y 6.2 6.2 0 %100 566 P43-5 y 6.2 6.2 0 %100 567 P43-7 y 6.2 6.2 0 %100 568 P44-7 y 6.2 6.2 0 %100 569 P43-8 y 6.2 6.2 0 %100 570 P43-1 y 6.2 6.2 0 %100 571 P44-2 y 6.2 6.2 0 %100 572 P45-3 y 6.2 6.2 0 %100 573 P45-5 y 6.2 6.2 0 %100 574 P45-8 y 6.2 6.2 0 %100 575 P45-7 y 6.2 6.2 0 %100 576 P45-2 y 6.2 6.2 0 %100 577 P46-3 y 6.2 6.2 0 %100 578 P46-1 y 6.2 6.2 0 %100 579 P45-9 y 6.2 6.2 0 %100 580 P46-7 y 6.2 6.2 0 %100 581 P47-9 y 6.2 6.2 0 %100 582 P48-5 y 6.2 6.2 0 %100 583 P47-5 y 6.2 6.2 0 %100 584 P48-7 y 6.2 6.2 0 %100 585 P48-8 y 6.2 6.2 0 %100 586 P48-9 y 6.2 6.2 0 %100 587 P47-2 y 6.2 6.2 0 %100 588 P47-6 y 6.2 6.2 0 %100 589 P50-4 y 6.2 6.2 0 %100 590 P50-7 y 6.2 6.2 0 %100 591 P49-5 y 6.2 6.2 0 %100 592 P49-8 y 6.2 6.2 0 %100 593 P50-2 y 6.2 6.2 0 %100 594 P49-7 y 6.2 6.2 0 %100 595 P49-6 y 6.2 6.2 0 %100 596 P51-2 y 6.2 6.2 0 %100 597 P51-9 y 6.2 6.2 0 %100 598 P51-8 y 6.2 6.2 0 %100 599 P51-3 y 6.2 6.2 0 %100 600 P51-6 y 6.2 6.2 0 %100 601 P54-7 y 6.2 6.2 0 %100 602 P53-7 y 6.2 6.2 0 %100 603 P53-8 y 6.2 6.2 0 %100 604 P54-9 y 6.2 6.2 0 %100 605 P54-3 y 6.2 6.2 0 %100 606 P53-3 y 6.2 6.2 0 %100 607 P53-2 y 6.2 6.2 0 %100 608 P53-4 y 6.2 6.2 0 %100 609 P53-5 y 6.2 6.2 0 %100 610 P54-4 y 6.2 6.2 0 %100 611 P54-5 y 6.2 6.2 0 %100 612 P53-9 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page92 MemberDistributedLoads(BLC6:Wa,Obstructed) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P24-13 y 31 31 0 %100 2 P19-3 y 31 31 0 %100 3 P6-14 y 31 31 0 %100 4 P4-8 y 31 31 0 %100 5 P27-3 y 31 31 0 %100 6 P3-5 y 31 31 0 %100 7 P23-8 y 31 31 0 %100 8 P2-13 y 31 31 0 %100 9 P7-2 y 31 31 0 %100 10 P23-1 y 31 31 0 %100 11 P3-4 y 31 31 0 %100 12 P9-5 y 31 31 0 %100 13 P22-2 y 31 31 0 %100 14 P27-7 y 31 31 0 %100 15 P8-8 y 31 31 0 %100 16 P4-4 y 31 31 0 %100 17 P13-7 y 31 31 0 %100 18 P3-11 y 31 31 0 %100 19 P4-2 y 31 31 0 %100 20 P8-12 y 31 31 0 %100 21 P10-7 y 31 31 0 %100 22 P3-10 y 31 31 0 %100 23 P17-8 y 31 31 0 %100 24 P4-11 y 31 31 0 %100 25 P21-8 y 31 31 0 %100 26 P7-3 y 31 31 0 %100 27 P5-10 y 31 31 0 %100 28 P18-11 y 31 31 0 %100 29 P16-11 y 31 31 0 %100 30 P12-14 y 31 31 0 %100 31 P22-11 y 31 31 0 %100 32 P15-14 y 31 31 0 %100 33 P14-10 y 31 31 0 %100 34 P21-11 y 31 31 0 %100 35 P16-4 y 31 31 0 %100 36 P18-10 y 31 31 0 %100 37 P23-4 y 31 31 0 %100 38 P7-12 y 31 31 0 %100 39 P19-8 y 31 31 0 %100 40 P23-14 y 31 31 0 %100 41 P16-1 y 31 31 0 %100 42 P8-3 y 31 31 0 %100 43 P16-10 y 31 31 0 %100 44 P8-7 y 31 31 0 %100 45 P20-9 y 31 31 0 %100 46 P11-1 y 31 31 0 %100 47 P25-5 y 31 31 0 %100 48 P15-1 y 31 31 0 %100 49 P10-1 y 31 31 0 %100 50 P23-11 y 31 31 0 %100 51 P7-1 y 31 31 0 %100 52 P15-5 y 31 31 0 %100 53 P23-12 y 31 31 0 %100 54 P10-2 y 31 31 0 %100 55 P15-9 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page93 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 56 P26-4 y 31 31 0 %100 57 P14-4 y 31 31 0 %100 58 P5-12 y 31 31 0 %100 59 P26-2 y 31 31 0 %100 60 P6-12 y 31 31 0 %100 61 P11-7 y 31 31 0 %100 62 P27-1 y 31 31 0 %100 63 P20-10 y 31 31 0 %100 64 P27-2 y 31 31 0 %100 65 P27-4 y 31 31 0 %100 66 P1-8 y 31 31 0 %100 67 P20-3 y 31 31 0 %100 68 P15-3 y 31 31 0 %100 69 P27-5 y 31 31 0 %100 70 P27-6 y 31 31 0 %100 71 P15-4 y 31 31 0 %100 72 P14-2 y 31 31 0 %100 73 P27-8 y 31 31 0 %100 74 P14-12 y 31 31 0 %100 75 P27-9 y 31 31 0 %100 76 P27-10 y 31 31 0 %100 77 P26-1 y 31 31 0 %100 78 P17-1 y 31 31 0 %100 79 P4-9 y 31 31 0 %100 80 P19-5 y 31 31 0 %100 81 P2-5 y 31 31 0 %100 82 P1-10 y 31 31 0 %100 83 P2-6 y 31 31 0 %100 84 P7-14 y 31 31 0 %100 85 P16-9 y 31 31 0 %100 86 P26-6 y 31 31 0 %100 87 P25-1 y 31 31 0 %100 88 P26-9 y 31 31 0 %100 89 P5-2 y 31 31 0 %100 90 P12-6 y 31 31 0 %100 91 P24-10 y 31 31 0 %100 92 P25-2 y 31 31 0 %100 93 P25-3 y 31 31 0 %100 94 P20-2 y 31 31 0 %100 95 P26-3 y 31 31 0 %100 96 P2-2 y 31 31 0 %100 97 P25-4 y 31 31 0 %100 98 P26-10 y 31 31 0 %100 99 P20-4 y 31 31 0 %100 100 P26-5 y 31 31 0 %100 101 P25-6 y 31 31 0 %100 102 P5-8 y 31 31 0 %100 103 P25-7 y 31 31 0 %100 104 P6-2 y 31 31 0 %100 105 P10-6 y 31 31 0 %100 106 P26-7 y 31 31 0 %100 107 P25-8 y 31 31 0 %100 108 P26-8 y 31 31 0 %100 109 P25-9 y 31 31 0 %100 110 P6-6 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page94 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 111 P25-10 y 31 31 0 %100 112 P24-11 y 31 31 0 %100 113 P22-12 y 31 31 0 %100 114 P3-12 y 31 31 0 %100 115 P2-12 y 31 31 0 %100 116 P12-13 y 31 31 0 %100 117 P14-7 y 31 31 0 %100 118 P3-6 y 31 31 0 %100 119 P17-2 y 31 31 0 %100 120 P24-3 y 31 31 0 %100 121 P6-3 y 31 31 0 %100 122 P11-2 y 31 31 0 %100 123 P11-8 y 31 31 0 %100 124 P5-1 y 31 31 0 %100 125 P7-7 y 31 31 0 %100 126 P3-2 y 31 31 0 %100 127 P24-7 y 31 31 0 %100 128 P23-2 y 31 31 0 %100 129 P24-9 y 31 31 0 %100 130 P23-9 y 31 31 0 %100 131 P24-12 y 31 31 0 %100 132 P21-10 y 31 31 0 %100 133 P4-10 y 31 31 0 %100 134 P6-8 y 31 31 0 %100 135 P24-6 y 31 31 0 %100 136 P24-4 y 31 31 0 %100 137 P24-1 y 31 31 0 %100 138 P24-2 y 31 31 0 %100 139 P23-3 y 31 31 0 %100 140 P14-1 y 31 31 0 %100 141 P23-5 y 31 31 0 %100 142 P24-5 y 31 31 0 %100 143 P23-6 y 31 31 0 %100 144 P23-7 y 31 31 0 %100 145 P1-4 y 31 31 0 %100 146 P21-9 y 31 31 0 %100 147 P24-8 y 31 31 0 %100 148 P12-3 y 31 31 0 %100 149 P13-9 y 31 31 0 %100 150 P12-12 y 31 31 0 %100 151 P23-10 y 31 31 0 %100 152 P23-13 y 31 31 0 %100 153 P22-5 y 31 31 0 %100 154 P21-13 y 31 31 0 %100 155 P22-10 y 31 31 0 %100 156 P22-4 y 31 31 0 %100 157 P21-1 y 31 31 0 %100 158 P22-7 y 31 31 0 %100 159 P21-2 y 31 31 0 %100 160 P22-9 y 31 31 0 %100 161 P16-2 y 31 31 0 %100 162 P8-4 y 31 31 0 %100 163 P22-6 y 31 31 0 %100 164 P22-1 y 31 31 0 %100 165 P12-10 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page95 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 166 P21-3 y 31 31 0 %100 167 P22-3 y 31 31 0 %100 168 P21-4 y 31 31 0 %100 169 P13-5 y 31 31 0 %100 170 P21-5 y 31 31 0 %100 171 P21-6 y 31 31 0 %100 172 P17-12 y 31 31 0 %100 173 P20-14 y 31 31 0 %100 174 P21-7 y 31 31 0 %100 175 P22-8 y 31 31 0 %100 176 P21-12 y 31 31 0 %100 177 P22-13 y 31 31 0 %100 178 P9-6 y 31 31 0 %100 179 P20-5 y 31 31 0 %100 180 P19-4 y 31 31 0 %100 181 P6-13 y 31 31 0 %100 182 P19-2 y 31 31 0 %100 183 P21-14 y 31 31 0 %100 184 P19-13 y 31 31 0 %100 185 P19-1 y 31 31 0 %100 186 P19-11 y 31 31 0 %100 187 P16-7 y 31 31 0 %100 188 P20-7 y 31 31 0 %100 189 P19-7 y 31 31 0 %100 190 P20-11 y 31 31 0 %100 191 P7-8 y 31 31 0 %100 192 P19-9 y 31 31 0 %100 193 P20-12 y 31 31 0 %100 194 P20-6 y 31 31 0 %100 195 P20-1 y 31 31 0 %100 196 P9-3 y 31 31 0 %100 197 P19-6 y 31 31 0 %100 198 P9-14 y 31 31 0 %100 199 P20-8 y 31 31 0 %100 200 P19-10 y 31 31 0 %100 201 P19-12 y 31 31 0 %100 202 P20-13 y 31 31 0 %100 203 P17-10 y 31 31 0 %100 204 P17-6 y 31 31 0 %100 205 P18-7 y 31 31 0 %100 206 P17-5 y 31 31 0 %100 207 P7-11 y 31 31 0 %100 208 P17-13 y 31 31 0 %100 209 P10-4 y 31 31 0 %100 210 P18-9 y 31 31 0 %100 211 P24-14 y 31 31 0 %100 212 P18-6 y 31 31 0 %100 213 P18-3 y 31 31 0 %100 214 P18-5 y 31 31 0 %100 215 P17-4 y 31 31 0 %100 216 P18-2 y 31 31 0 %100 217 P18-4 y 31 31 0 %100 218 P17-11 y 31 31 0 %100 219 P22-14 y 31 31 0 %100 220 P17-9 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page96 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 221 P18-12 y 31 31 0 %100 222 P13-8 y 31 31 0 %100 223 P18-1 y 31 31 0 %100 224 P17-3 y 31 31 0 %100 225 P17-7 y 31 31 0 %100 226 P18-8 y 31 31 0 %100 227 P12-1 y 31 31 0 %100 228 P18-13 y 31 31 0 %100 229 P15-12 y 31 31 0 %100 230 P11-12 y 31 31 0 %100 231 P10-14 y 31 31 0 %100 232 P16-13 y 31 31 0 %100 233 P16-12 y 31 31 0 %100 234 P15-2 y 31 31 0 %100 235 P15-10 y 31 31 0 %100 236 P15-6 y 31 31 0 %100 237 P15-13 y 31 31 0 %100 238 P13-3 y 31 31 0 %100 239 P16-6 y 31 31 0 %100 240 P16-5 y 31 31 0 %100 241 P15-8 y 31 31 0 %100 242 P15-11 y 31 31 0 %100 243 P14-8 y 31 31 0 %100 244 P5-7 y 31 31 0 %100 245 P16-3 y 31 31 0 %100 246 P15-7 y 31 31 0 %100 247 P16-8 y 31 31 0 %100 248 P13-1 y 31 31 0 %100 249 P14-6 y 31 31 0 %100 250 P14-3 y 31 31 0 %100 251 P14-11 y 31 31 0 %100 252 P6-10 y 31 31 0 %100 253 P2-8 y 31 31 0 %100 254 P14-5 y 31 31 0 %100 255 P13-10 y 31 31 0 %100 256 P13-6 y 31 31 0 %100 257 P13-12 y 31 31 0 %100 258 P14-13 y 31 31 0 %100 259 P13-4 y 31 31 0 %100 260 P14-9 y 31 31 0 %100 261 P13-2 y 31 31 0 %100 262 P13-13 y 31 31 0 %100 263 P13-11 y 31 31 0 %100 264 P11-4 y 31 31 0 %100 265 P11-6 y 31 31 0 %100 266 P11-3 y 31 31 0 %100 267 P1-6 y 31 31 0 %100 268 P12-11 y 31 31 0 %100 269 P11-9 y 31 31 0 %100 270 P1-2 y 31 31 0 %100 271 P12-4 y 31 31 0 %100 272 P12-2 y 31 31 0 %100 273 P8-10 y 31 31 0 %100 274 P12-5 y 31 31 0 %100 275 P11-10 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page97 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 276 P12-7 y 31 31 0 %100 277 P12-9 y 31 31 0 %100 278 P11-5 y 31 31 0 %100 279 P11-13 y 31 31 0 %100 280 P11-11 y 31 31 0 %100 281 P12-8 y 31 31 0 %100 282 P8-9 y 31 31 0 %100 283 P10-13 y 31 31 0 %100 284 P9-9 y 31 31 0 %100 285 P10-9 y 31 31 0 %100 286 P10-10 y 31 31 0 %100 287 P9-7 y 31 31 0 %100 288 P7-9 y 31 31 0 %100 289 P8-11 y 31 31 0 %100 290 P10-3 y 31 31 0 %100 291 P10-11 y 31 31 0 %100 292 P9-1 y 31 31 0 %100 293 P9-8 y 31 31 0 %100 294 P9-4 y 31 31 0 %100 295 P10-5 y 31 31 0 %100 296 P10-12 y 31 31 0 %100 297 P9-10 y 31 31 0 %100 298 P1-3 y 31 31 0 %100 299 P9-12 y 31 31 0 %100 300 P9-2 y 31 31 0 %100 301 P9-13 y 31 31 0 %100 302 P9-11 y 31 31 0 %100 303 P10-8 y 31 31 0 %100 304 P7-5 y 31 31 0 %100 305 P5-5 y 31 31 0 %100 306 P16-14 y 31 31 0 %100 307 P8-6 y 31 31 0 %100 308 P8-5 y 31 31 0 %100 309 P11-14 y 31 31 0 %100 310 P7-4 y 31 31 0 %100 311 P7-13 y 31 31 0 %100 312 P8-13 y 31 31 0 %100 313 P7-6 y 31 31 0 %100 314 P8-1 y 31 31 0 %100 315 P5-11 y 31 31 0 %100 316 P8-2 y 31 31 0 %100 317 P7-10 y 31 31 0 %100 318 P6-1 y 31 31 0 %100 319 P6-7 y 31 31 0 %100 320 P5-6 y 31 31 0 %100 321 P4-6 y 31 31 0 %100 322 P6-5 y 31 31 0 %100 323 P6-9 y 31 31 0 %100 324 P6-4 y 31 31 0 %100 325 P5-9 y 31 31 0 %100 326 P6-11 y 31 31 0 %100 327 P5-4 y 31 31 0 %100 328 P5-13 y 31 31 0 %100 329 P5-3 y 31 31 0 %100 330 P2-3 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page98 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 331 P4-3 y 31 31 0 %100 332 P4-5 y 31 31 0 %100 333 P3-9 y 31 31 0 %100 334 P4-12 y 31 31 0 %100 335 P4-7 y 31 31 0 %100 336 P3-7 y 31 31 0 %100 337 P4-13 y 31 31 0 %100 338 P3-8 y 31 31 0 %100 339 P3-13 y 31 31 0 %100 340 P3-3 y 31 31 0 %100 341 P19-14 y 31 31 0 %100 342 P18-14 y 31 31 0 %100 343 P8-14 y 31 31 0 %100 344 P17-14 y 31 31 0 %100 345 P14-14 y 31 31 0 %100 346 P13-14 y 31 31 0 %100 347 P5-14 y 31 31 0 %100 348 P2-11 y 31 31 0 %100 349 P2-10 y 31 31 0 %100 350 P1-9 y 31 31 0 %100 351 P1-7 y 31 31 0 %100 352 P1-12 y 31 31 0 %100 353 P1-5 y 31 31 0 %100 354 P2-7 y 31 31 0 %100 355 P2-4 y 31 31 0 %100 356 P1-11 y 31 31 0 %100 357 P2-9 y 31 31 0 %100 358 P1-13 y 31 31 0 %100 359 P33-2 y 74.5 74.5 0 %100 360 P32-8 y 74.5 74.5 0 %100 361 P38-3 y 74.5 74.5 0 %100 362 P52-7 y 74.5 74.5 0 %100 363 P33-9 y 74.5 74.5 0 %100 364 P35-8 y 74.5 74.5 0 %100 365 P38-5 y 74.5 74.5 0 %100 366 P53-6 y 74.5 74.5 0 %100 367 P54-2 y 74.5 74.5 0 %100 368 P32-1 y 74.5 74.5 0 %100 369 P49-3 y 74.5 74.5 0 %100 370 P41-7 y 74.5 74.5 0 %100 371 P47-3 y 74.5 74.5 0 %100 372 P46-5 y 74.5 74.5 0 %100 373 P43-2 y 74.5 74.5 0 %100 374 P30-10 y 74.5 74.5 0 %100 375 P34-9 y 74.5 74.5 0 %100 376 P31-6 y 74.5 74.5 0 %100 377 P30-1 y 74.5 74.5 0 %100 378 P47-4 y 74.5 74.5 0 %100 379 P36-2 y 74.5 74.5 0 %100 380 P52-5 y 74.5 74.5 0 %100 381 P45-4 y 74.5 74.5 0 %100 382 P52-3 y 74.5 74.5 0 %100 383 P54-8 y 74.5 74.5 0 %100 384 P28-1 y 74.5 74.5 0 %100 385 P48-3 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page99 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 386 P38-8 y 74.5 74.5 0 %100 387 P28-2 y 74.5 74.5 0 %100 388 P28-3 y 74.5 74.5 0 %100 389 P28-4 y 74.5 74.5 0 %100 390 P28-5 y 74.5 74.5 0 %100 391 P30-7 y 74.5 74.5 0 %100 392 P49-4 y 74.5 74.5 0 %100 393 P28-6 y 74.5 74.5 0 %100 394 P28-7 y 74.5 74.5 0 %100 395 P28-8 y 74.5 74.5 0 %100 396 P28-9 y 74.5 74.5 0 %100 397 P28-10 y 74.5 74.5 0 %100 398 P32-10 y 74.5 74.5 0 %100 399 P44-3 y 74.5 74.5 0 %100 400 P40-5 y 74.5 74.5 0 %100 401 P52-9 y 74.5 74.5 0 %100 402 P42-4 y 74.5 74.5 0 %100 403 P30-6 y 74.5 74.5 0 %100 404 P29-1 y 74.5 74.5 0 %100 405 P38-6 y 74.5 74.5 0 %100 406 P30-9 y 74.5 74.5 0 %100 407 P30-4 y 74.5 74.5 0 %100 408 P29-2 y 74.5 74.5 0 %100 409 P47-7 y 74.5 74.5 0 %100 410 P30-2 y 74.5 74.5 0 %100 411 P29-3 y 74.5 74.5 0 %100 412 P30-3 y 74.5 74.5 0 %100 413 P29-4 y 74.5 74.5 0 %100 414 P41-2 y 74.5 74.5 0 %100 415 P29-5 y 74.5 74.5 0 %100 416 P46-6 y 74.5 74.5 0 %100 417 P30-5 y 74.5 74.5 0 %100 418 P29-6 y 74.5 74.5 0 %100 419 P29-7 y 74.5 74.5 0 %100 420 P29-8 y 74.5 74.5 0 %100 421 P51-7 y 74.5 74.5 0 %100 422 P30-8 y 74.5 74.5 0 %100 423 P50-5 y 74.5 74.5 0 %100 424 P39-1 y 74.5 74.5 0 %100 425 P29-9 y 74.5 74.5 0 %100 426 P29-10 y 74.5 74.5 0 %100 427 P52-2 y 74.5 74.5 0 %100 428 P37-9 y 74.5 74.5 0 %100 429 P39-9 y 74.5 74.5 0 %100 430 P47-8 y 74.5 74.5 0 %100 431 P42-2 y 74.5 74.5 0 %100 432 P31-8 y 74.5 74.5 0 %100 433 P34-6 y 74.5 74.5 0 %100 434 P44-4 y 74.5 74.5 0 %100 435 P45-6 y 74.5 74.5 0 %100 436 P34-2 y 74.5 74.5 0 %100 437 P43-6 y 74.5 74.5 0 %100 438 P50-9 y 74.5 74.5 0 %100 439 P51-4 y 74.5 74.5 0 %100 440 P38-1 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page100 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 441 P52-4 y 74.5 74.5 0 %100 442 P50-3 y 74.5 74.5 0 %100 443 P37-7 y 74.5 74.5 0 %100 444 P50-1 y 74.5 74.5 0 %100 445 P32-7 y 74.5 74.5 0 %100 446 P49-1 y 74.5 74.5 0 %100 447 P42-10 y 74.5 74.5 0 %100 448 P47-1 y 74.5 74.5 0 %100 449 P33-10 y 74.5 74.5 0 %100 450 P36-6 y 74.5 74.5 0 %100 451 P37-10 y 74.5 74.5 0 %100 452 P50-8 y 74.5 74.5 0 %100 453 P41-10 y 74.5 74.5 0 %100 454 P48-2 y 74.5 74.5 0 %100 455 P31-3 y 74.5 74.5 0 %100 456 P48-4 y 74.5 74.5 0 %100 457 P40-2 y 74.5 74.5 0 %100 458 P31-2 y 74.5 74.5 0 %100 459 P46-4 y 74.5 74.5 0 %100 460 P41-1 y 74.5 74.5 0 %100 461 P37-3 y 74.5 74.5 0 %100 462 P37-1 y 74.5 74.5 0 %100 463 P49-2 y 74.5 74.5 0 %100 464 P33-5 y 74.5 74.5 0 %100 465 P44-6 y 74.5 74.5 0 %100 466 P32-6 y 74.5 74.5 0 %100 467 P48-1 y 74.5 74.5 0 %100 468 P33-6 y 74.5 74.5 0 %100 469 P40-4 y 74.5 74.5 0 %100 470 P40-10 y 74.5 74.5 0 %100 471 P46-9 y 74.5 74.5 0 %100 472 P46-8 y 74.5 74.5 0 %100 473 P34-5 y 74.5 74.5 0 %100 474 P45-1 y 74.5 74.5 0 %100 475 P52-8 y 74.5 74.5 0 %100 476 P32-4 y 74.5 74.5 0 %100 477 P32-3 y 74.5 74.5 0 %100 478 P31-5 y 74.5 74.5 0 %100 479 P31-9 y 74.5 74.5 0 %100 480 P31-1 y 74.5 74.5 0 %100 481 P32-9 y 74.5 74.5 0 %100 482 P32-2 y 74.5 74.5 0 %100 483 P32-5 y 74.5 74.5 0 %100 484 P31-4 y 74.5 74.5 0 %100 485 P31-7 y 74.5 74.5 0 %100 486 P31-10 y 74.5 74.5 0 %100 487 P33-4 y 74.5 74.5 0 %100 488 P33-8 y 74.5 74.5 0 %100 489 P50-6 y 74.5 74.5 0 %100 490 P34-8 y 74.5 74.5 0 %100 491 P33-1 y 74.5 74.5 0 %100 492 P34-1 y 74.5 74.5 0 %100 493 P34-3 y 74.5 74.5 0 %100 494 P34-7 y 74.5 74.5 0 %100 495 P34-4 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page101 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 496 P33-3 y 74.5 74.5 0 %100 497 P33-7 y 74.5 74.5 0 %100 498 P38-9 y 74.5 74.5 0 %100 499 P34-10 y 74.5 74.5 0 %100 500 P36-10 y 74.5 74.5 0 %100 501 P36-7 y 74.5 74.5 0 %100 502 P36-3 y 74.5 74.5 0 %100 503 P35-4 y 74.5 74.5 0 %100 504 P35-10 y 74.5 74.5 0 %100 505 P36-5 y 74.5 74.5 0 %100 506 P36-8 y 74.5 74.5 0 %100 507 P41-4 y 74.5 74.5 0 %100 508 P35-9 y 74.5 74.5 0 %100 509 P54-6 y 74.5 74.5 0 %100 510 P38-10 y 74.5 74.5 0 %100 511 P35-1 y 74.5 74.5 0 %100 512 P36-1 y 74.5 74.5 0 %100 513 P36-9 y 74.5 74.5 0 %100 514 P35-6 y 74.5 74.5 0 %100 515 P36-4 y 74.5 74.5 0 %100 516 P35-5 y 74.5 74.5 0 %100 517 P35-2 y 74.5 74.5 0 %100 518 P35-3 y 74.5 74.5 0 %100 519 P35-7 y 74.5 74.5 0 %100 520 P41-5 y 74.5 74.5 0 %100 521 P37-5 y 74.5 74.5 0 %100 522 P39-10 y 74.5 74.5 0 %100 523 P37-4 y 74.5 74.5 0 %100 524 P38-7 y 74.5 74.5 0 %100 525 P37-8 y 74.5 74.5 0 %100 526 P37-6 y 74.5 74.5 0 %100 527 P52-6 y 74.5 74.5 0 %100 528 P38-4 y 74.5 74.5 0 %100 529 P37-2 y 74.5 74.5 0 %100 530 P38-2 y 74.5 74.5 0 %100 531 P39-6 y 74.5 74.5 0 %100 532 P39-5 y 74.5 74.5 0 %100 533 P40-9 y 74.5 74.5 0 %100 534 P40-1 y 74.5 74.5 0 %100 535 P39-7 y 74.5 74.5 0 %100 536 P39-2 y 74.5 74.5 0 %100 537 P40-3 y 74.5 74.5 0 %100 538 P40-8 y 74.5 74.5 0 %100 539 P49-9 y 74.5 74.5 0 %100 540 P39-4 y 74.5 74.5 0 %100 541 P40-7 y 74.5 74.5 0 %100 542 P39-8 y 74.5 74.5 0 %100 543 P40-6 y 74.5 74.5 0 %100 544 P39-3 y 74.5 74.5 0 %100 545 P42-3 y 74.5 74.5 0 %100 546 P41-3 y 74.5 74.5 0 %100 547 P42-1 y 74.5 74.5 0 %100 548 P41-9 y 74.5 74.5 0 %100 549 P48-6 y 74.5 74.5 0 %100 550 P42-8 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page102 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 551 P41-6 y 74.5 74.5 0 %100 552 P42-9 y 74.5 74.5 0 %100 553 P42-7 y 74.5 74.5 0 %100 554 P41-8 y 74.5 74.5 0 %100 555 P46-2 y 74.5 74.5 0 %100 556 P42-5 y 74.5 74.5 0 %100 557 P42-6 y 74.5 74.5 0 %100 558 P44-9 y 74.5 74.5 0 %100 559 P43-4 y 74.5 74.5 0 %100 560 P44-8 y 74.5 74.5 0 %100 561 P44-5 y 74.5 74.5 0 %100 562 P43-3 y 74.5 74.5 0 %100 563 P44-1 y 74.5 74.5 0 %100 564 P43-9 y 74.5 74.5 0 %100 565 P51-5 y 74.5 74.5 0 %100 566 P43-5 y 74.5 74.5 0 %100 567 P43-7 y 74.5 74.5 0 %100 568 P44-7 y 74.5 74.5 0 %100 569 P43-8 y 74.5 74.5 0 %100 570 P43-1 y 74.5 74.5 0 %100 571 P44-2 y 74.5 74.5 0 %100 572 P45-3 y 74.5 74.5 0 %100 573 P45-5 y 74.5 74.5 0 %100 574 P45-8 y 74.5 74.5 0 %100 575 P45-7 y 74.5 74.5 0 %100 576 P45-2 y 74.5 74.5 0 %100 577 P46-3 y 74.5 74.5 0 %100 578 P46-1 y 74.5 74.5 0 %100 579 P45-9 y 74.5 74.5 0 %100 580 P46-7 y 74.5 74.5 0 %100 581 P47-9 y 74.5 74.5 0 %100 582 P48-5 y 74.5 74.5 0 %100 583 P47-5 y 74.5 74.5 0 %100 584 P48-7 y 74.5 74.5 0 %100 585 P48-8 y 74.5 74.5 0 %100 586 P48-9 y 74.5 74.5 0 %100 587 P47-2 y 74.5 74.5 0 %100 588 P47-6 y 74.5 74.5 0 %100 589 P50-4 y 74.5 74.5 0 %100 590 P50-7 y 74.5 74.5 0 %100 591 P49-5 y 74.5 74.5 0 %100 592 P49-8 y 74.5 74.5 0 %100 593 P50-2 y 74.5 74.5 0 %100 594 P49-7 y 74.5 74.5 0 %100 595 P49-6 y 74.5 74.5 0 %100 596 P51-2 y 74.5 74.5 0 %100 597 P51-9 y 74.5 74.5 0 %100 598 P51-8 y 74.5 74.5 0 %100 599 P51-3 y 74.5 74.5 0 %100 600 P51-6 y 74.5 74.5 0 %100 601 P54-7 y 74.5 74.5 0 %100 602 P53-7 y 74.5 74.5 0 %100 603 P53-8 y 74.5 74.5 0 %100 604 P54-9 y 74.5 74.5 0 %100 605 P54-3 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page103 MemberDistributedLoads(BLC6:Wa,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 606 P53-3 y 74.5 74.5 0 %100 607 P53-2 y 74.5 74.5 0 %100 608 P53-4 y 74.5 74.5 0 %100 609 P53-5 y 74.5 74.5 0 %100 610 P54-4 y 74.5 74.5 0 %100 611 P54-5 y 74.5 74.5 0 %100 612 P53-9 y 74.5 74.5 0 %100 MemberDistributedLoads(BLC7:Wb,Obstructed) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P24-13 y 68.3 68.3 0 %100 2 P19-3 y 68.3 68.3 0 %100 3 P6-14 y 68.3 68.3 0 %100 4 P4-8 y 68.3 68.3 0 %100 5 P27-3 y 68.3 68.3 0 %100 6 P3-5 y 68.3 68.3 0 %100 7 P23-8 y 68.3 68.3 0 %100 8 P2-13 y 68.3 68.3 0 %100 9 P7-2 y 68.3 68.3 0 %100 10 P23-1 y 68.3 68.3 0 %100 11 P3-4 y 68.3 68.3 0 %100 12 P9-5 y 68.3 68.3 0 %100 13 P22-2 y 68.3 68.3 0 %100 14 P27-7 y 68.3 68.3 0 %100 15 P8-8 y 68.3 68.3 0 %100 16 P4-4 y 68.3 68.3 0 %100 17 P13-7 y 68.3 68.3 0 %100 18 P3-11 y 68.3 68.3 0 %100 19 P4-2 y 68.3 68.3 0 %100 20 P8-12 y 68.3 68.3 0 %100 21 P10-7 y 68.3 68.3 0 %100 22 P3-10 y 68.3 68.3 0 %100 23 P17-8 y 68.3 68.3 0 %100 24 P4-11 y 68.3 68.3 0 %100 25 P21-8 y 68.3 68.3 0 %100 26 P7-3 y 68.3 68.3 0 %100 27 P5-10 y 68.3 68.3 0 %100 28 P18-11 y 68.3 68.3 0 %100 29 P16-11 y 68.3 68.3 0 %100 30 P12-14 y 68.3 68.3 0 %100 31 P22-11 y 68.3 68.3 0 %100 32 P15-14 y 68.3 68.3 0 %100 33 P14-10 y 68.3 68.3 0 %100 34 P21-11 y 68.3 68.3 0 %100 35 P16-4 y 68.3 68.3 0 %100 36 P18-10 y 68.3 68.3 0 %100 37 P23-4 y 68.3 68.3 0 %100 38 P7-12 y 68.3 68.3 0 %100 39 P19-8 y 68.3 68.3 0 %100 40 P23-14 y 68.3 68.3 0 %100 41 P16-1 y 68.3 68.3 0 %100 42 P8-3 y 68.3 68.3 0 %100 43 P16-10 y 68.3 68.3 0 %100 44 P8-7 y 68.3 68.3 0 %100 45 P20-9 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page104 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 46 P11-1 y 68.3 68.3 0 %100 47 P25-5 y 68.3 68.3 0 %100 48 P15-1 y 68.3 68.3 0 %100 49 P10-1 y 68.3 68.3 0 %100 50 P23-11 y 68.3 68.3 0 %100 51 P7-1 y 68.3 68.3 0 %100 52 P15-5 y 68.3 68.3 0 %100 53 P23-12 y 68.3 68.3 0 %100 54 P10-2 y 68.3 68.3 0 %100 55 P15-9 y 68.3 68.3 0 %100 56 P26-4 y 68.3 68.3 0 %100 57 P14-4 y 68.3 68.3 0 %100 58 P5-12 y 68.3 68.3 0 %100 59 P26-2 y 68.3 68.3 0 %100 60 P6-12 y 68.3 68.3 0 %100 61 P11-7 y 68.3 68.3 0 %100 62 P27-1 y 68.3 68.3 0 %100 63 P20-10 y 68.3 68.3 0 %100 64 P27-2 y 68.3 68.3 0 %100 65 P27-4 y 68.3 68.3 0 %100 66 P1-8 y 68.3 68.3 0 %100 67 P20-3 y 68.3 68.3 0 %100 68 P15-3 y 68.3 68.3 0 %100 69 P27-5 y 68.3 68.3 0 %100 70 P27-6 y 68.3 68.3 0 %100 71 P15-4 y 68.3 68.3 0 %100 72 P14-2 y 68.3 68.3 0 %100 73 P27-8 y 68.3 68.3 0 %100 74 P14-12 y 68.3 68.3 0 %100 75 P27-9 y 68.3 68.3 0 %100 76 P27-10 y 68.3 68.3 0 %100 77 P26-1 y 68.3 68.3 0 %100 78 P17-1 y 68.3 68.3 0 %100 79 P4-9 y 68.3 68.3 0 %100 80 P19-5 y 68.3 68.3 0 %100 81 P2-5 y 68.3 68.3 0 %100 82 P1-10 y 68.3 68.3 0 %100 83 P2-6 y 68.3 68.3 0 %100 84 P7-14 y 68.3 68.3 0 %100 85 P16-9 y 68.3 68.3 0 %100 86 P26-6 y 68.3 68.3 0 %100 87 P25-1 y 68.3 68.3 0 %100 88 P26-9 y 68.3 68.3 0 %100 89 P5-2 y 68.3 68.3 0 %100 90 P12-6 y 68.3 68.3 0 %100 91 P24-10 y 68.3 68.3 0 %100 92 P25-2 y 68.3 68.3 0 %100 93 P25-3 y 68.3 68.3 0 %100 94 P20-2 y 68.3 68.3 0 %100 95 P26-3 y 68.3 68.3 0 %100 96 P2-2 y 68.3 68.3 0 %100 97 P25-4 y 68.3 68.3 0 %100 98 P26-10 y 68.3 68.3 0 %100 99 P20-4 y 68.3 68.3 0 %100 100 P26-5 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page105 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 101 P25-6 y 68.3 68.3 0 %100 102 P5-8 y 68.3 68.3 0 %100 103 P25-7 y 68.3 68.3 0 %100 104 P6-2 y 68.3 68.3 0 %100 105 P10-6 y 68.3 68.3 0 %100 106 P26-7 y 68.3 68.3 0 %100 107 P25-8 y 68.3 68.3 0 %100 108 P26-8 y 68.3 68.3 0 %100 109 P25-9 y 68.3 68.3 0 %100 110 P6-6 y 68.3 68.3 0 %100 111 P25-10 y 68.3 68.3 0 %100 112 P24-11 y 68.3 68.3 0 %100 113 P22-12 y 68.3 68.3 0 %100 114 P3-12 y 68.3 68.3 0 %100 115 P2-12 y 68.3 68.3 0 %100 116 P12-13 y 68.3 68.3 0 %100 117 P14-7 y 68.3 68.3 0 %100 118 P3-6 y 68.3 68.3 0 %100 119 P17-2 y 68.3 68.3 0 %100 120 P24-3 y 68.3 68.3 0 %100 121 P6-3 y 68.3 68.3 0 %100 122 P11-2 y 68.3 68.3 0 %100 123 P11-8 y 68.3 68.3 0 %100 124 P5-1 y 68.3 68.3 0 %100 125 P7-7 y 68.3 68.3 0 %100 126 P3-2 y 68.3 68.3 0 %100 127 P24-7 y 68.3 68.3 0 %100 128 P23-2 y 68.3 68.3 0 %100 129 P24-9 y 68.3 68.3 0 %100 130 P23-9 y 68.3 68.3 0 %100 131 P24-12 y 68.3 68.3 0 %100 132 P21-10 y 68.3 68.3 0 %100 133 P4-10 y 68.3 68.3 0 %100 134 P6-8 y 68.3 68.3 0 %100 135 P24-6 y 68.3 68.3 0 %100 136 P24-4 y 68.3 68.3 0 %100 137 P24-1 y 68.3 68.3 0 %100 138 P24-2 y 68.3 68.3 0 %100 139 P23-3 y 68.3 68.3 0 %100 140 P14-1 y 68.3 68.3 0 %100 141 P23-5 y 68.3 68.3 0 %100 142 P24-5 y 68.3 68.3 0 %100 143 P23-6 y 68.3 68.3 0 %100 144 P23-7 y 68.3 68.3 0 %100 145 P1-4 y 68.3 68.3 0 %100 146 P21-9 y 68.3 68.3 0 %100 147 P24-8 y 68.3 68.3 0 %100 148 P12-3 y 68.3 68.3 0 %100 149 P13-9 y 68.3 68.3 0 %100 150 P12-12 y 68.3 68.3 0 %100 151 P23-10 y 68.3 68.3 0 %100 152 P23-13 y 68.3 68.3 0 %100 153 P22-5 y 68.3 68.3 0 %100 154 P21-13 y 68.3 68.3 0 %100 155 P22-10 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page106 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 156 P22-4 y 68.3 68.3 0 %100 157 P21-1 y 68.3 68.3 0 %100 158 P22-7 y 68.3 68.3 0 %100 159 P21-2 y 68.3 68.3 0 %100 160 P22-9 y 68.3 68.3 0 %100 161 P16-2 y 68.3 68.3 0 %100 162 P8-4 y 68.3 68.3 0 %100 163 P22-6 y 68.3 68.3 0 %100 164 P22-1 y 68.3 68.3 0 %100 165 P12-10 y 68.3 68.3 0 %100 166 P21-3 y 68.3 68.3 0 %100 167 P22-3 y 68.3 68.3 0 %100 168 P21-4 y 68.3 68.3 0 %100 169 P13-5 y 68.3 68.3 0 %100 170 P21-5 y 68.3 68.3 0 %100 171 P21-6 y 68.3 68.3 0 %100 172 P17-12 y 68.3 68.3 0 %100 173 P20-14 y 68.3 68.3 0 %100 174 P21-7 y 68.3 68.3 0 %100 175 P22-8 y 68.3 68.3 0 %100 176 P21-12 y 68.3 68.3 0 %100 177 P22-13 y 68.3 68.3 0 %100 178 P9-6 y 68.3 68.3 0 %100 179 P20-5 y 68.3 68.3 0 %100 180 P19-4 y 68.3 68.3 0 %100 181 P6-13 y 68.3 68.3 0 %100 182 P19-2 y 68.3 68.3 0 %100 183 P21-14 y 68.3 68.3 0 %100 184 P19-13 y 68.3 68.3 0 %100 185 P19-1 y 68.3 68.3 0 %100 186 P19-11 y 68.3 68.3 0 %100 187 P16-7 y 68.3 68.3 0 %100 188 P20-7 y 68.3 68.3 0 %100 189 P19-7 y 68.3 68.3 0 %100 190 P20-11 y 68.3 68.3 0 %100 191 P7-8 y 68.3 68.3 0 %100 192 P19-9 y 68.3 68.3 0 %100 193 P20-12 y 68.3 68.3 0 %100 194 P20-6 y 68.3 68.3 0 %100 195 P20-1 y 68.3 68.3 0 %100 196 P9-3 y 68.3 68.3 0 %100 197 P19-6 y 68.3 68.3 0 %100 198 P9-14 y 68.3 68.3 0 %100 199 P20-8 y 68.3 68.3 0 %100 200 P19-10 y 68.3 68.3 0 %100 201 P19-12 y 68.3 68.3 0 %100 202 P20-13 y 68.3 68.3 0 %100 203 P17-10 y 68.3 68.3 0 %100 204 P17-6 y 68.3 68.3 0 %100 205 P18-7 y 68.3 68.3 0 %100 206 P17-5 y 68.3 68.3 0 %100 207 P7-11 y 68.3 68.3 0 %100 208 P17-13 y 68.3 68.3 0 %100 209 P10-4 y 68.3 68.3 0 %100 210 P18-9 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page107 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 211 P24-14 y 68.3 68.3 0 %100 212 P18-6 y 68.3 68.3 0 %100 213 P18-3 y 68.3 68.3 0 %100 214 P18-5 y 68.3 68.3 0 %100 215 P17-4 y 68.3 68.3 0 %100 216 P18-2 y 68.3 68.3 0 %100 217 P18-4 y 68.3 68.3 0 %100 218 P17-11 y 68.3 68.3 0 %100 219 P22-14 y 68.3 68.3 0 %100 220 P17-9 y 68.3 68.3 0 %100 221 P18-12 y 68.3 68.3 0 %100 222 P13-8 y 68.3 68.3 0 %100 223 P18-1 y 68.3 68.3 0 %100 224 P17-3 y 68.3 68.3 0 %100 225 P17-7 y 68.3 68.3 0 %100 226 P18-8 y 68.3 68.3 0 %100 227 P12-1 y 68.3 68.3 0 %100 228 P18-13 y 68.3 68.3 0 %100 229 P15-12 y 68.3 68.3 0 %100 230 P11-12 y 68.3 68.3 0 %100 231 P10-14 y 68.3 68.3 0 %100 232 P16-13 y 68.3 68.3 0 %100 233 P16-12 y 68.3 68.3 0 %100 234 P15-2 y 68.3 68.3 0 %100 235 P15-10 y 68.3 68.3 0 %100 236 P15-6 y 68.3 68.3 0 %100 237 P15-13 y 68.3 68.3 0 %100 238 P13-3 y 68.3 68.3 0 %100 239 P16-6 y 68.3 68.3 0 %100 240 P16-5 y 68.3 68.3 0 %100 241 P15-8 y 68.3 68.3 0 %100 242 P15-11 y 68.3 68.3 0 %100 243 P14-8 y 68.3 68.3 0 %100 244 P5-7 y 68.3 68.3 0 %100 245 P16-3 y 68.3 68.3 0 %100 246 P15-7 y 68.3 68.3 0 %100 247 P16-8 y 68.3 68.3 0 %100 248 P13-1 y 68.3 68.3 0 %100 249 P14-6 y 68.3 68.3 0 %100 250 P14-3 y 68.3 68.3 0 %100 251 P14-11 y 68.3 68.3 0 %100 252 P6-10 y 68.3 68.3 0 %100 253 P2-8 y 68.3 68.3 0 %100 254 P14-5 y 68.3 68.3 0 %100 255 P13-10 y 68.3 68.3 0 %100 256 P13-6 y 68.3 68.3 0 %100 257 P13-12 y 68.3 68.3 0 %100 258 P14-13 y 68.3 68.3 0 %100 259 P13-4 y 68.3 68.3 0 %100 260 P14-9 y 68.3 68.3 0 %100 261 P13-2 y 68.3 68.3 0 %100 262 P13-13 y 68.3 68.3 0 %100 263 P13-11 y 68.3 68.3 0 %100 264 P11-4 y 68.3 68.3 0 %100 265 P11-6 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page108 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 266 P11-3 y 68.3 68.3 0 %100 267 P1-6 y 68.3 68.3 0 %100 268 P12-11 y 68.3 68.3 0 %100 269 P11-9 y 68.3 68.3 0 %100 270 P1-2 y 68.3 68.3 0 %100 271 P12-4 y 68.3 68.3 0 %100 272 P12-2 y 68.3 68.3 0 %100 273 P8-10 y 68.3 68.3 0 %100 274 P12-5 y 68.3 68.3 0 %100 275 P11-10 y 68.3 68.3 0 %100 276 P12-7 y 68.3 68.3 0 %100 277 P12-9 y 68.3 68.3 0 %100 278 P11-5 y 68.3 68.3 0 %100 279 P11-13 y 68.3 68.3 0 %100 280 P11-11 y 68.3 68.3 0 %100 281 P12-8 y 68.3 68.3 0 %100 282 P8-9 y 68.3 68.3 0 %100 283 P10-13 y 68.3 68.3 0 %100 284 P9-9 y 68.3 68.3 0 %100 285 P10-9 y 68.3 68.3 0 %100 286 P10-10 y 68.3 68.3 0 %100 287 P9-7 y 68.3 68.3 0 %100 288 P7-9 y 68.3 68.3 0 %100 289 P8-11 y 68.3 68.3 0 %100 290 P10-3 y 68.3 68.3 0 %100 291 P10-11 y 68.3 68.3 0 %100 292 P9-1 y 68.3 68.3 0 %100 293 P9-8 y 68.3 68.3 0 %100 294 P9-4 y 68.3 68.3 0 %100 295 P10-5 y 68.3 68.3 0 %100 296 P10-12 y 68.3 68.3 0 %100 297 P9-10 y 68.3 68.3 0 %100 298 P1-3 y 68.3 68.3 0 %100 299 P9-12 y 68.3 68.3 0 %100 300 P9-2 y 68.3 68.3 0 %100 301 P9-13 y 68.3 68.3 0 %100 302 P9-11 y 68.3 68.3 0 %100 303 P10-8 y 68.3 68.3 0 %100 304 P7-5 y 68.3 68.3 0 %100 305 P5-5 y 68.3 68.3 0 %100 306 P16-14 y 68.3 68.3 0 %100 307 P8-6 y 68.3 68.3 0 %100 308 P8-5 y 68.3 68.3 0 %100 309 P11-14 y 68.3 68.3 0 %100 310 P7-4 y 68.3 68.3 0 %100 311 P7-13 y 68.3 68.3 0 %100 312 P8-13 y 68.3 68.3 0 %100 313 P7-6 y 68.3 68.3 0 %100 314 P8-1 y 68.3 68.3 0 %100 315 P5-11 y 68.3 68.3 0 %100 316 P8-2 y 68.3 68.3 0 %100 317 P7-10 y 68.3 68.3 0 %100 318 P6-1 y 68.3 68.3 0 %100 319 P6-7 y 68.3 68.3 0 %100 320 P5-6 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page109 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 321 P4-6 y 68.3 68.3 0 %100 322 P6-5 y 68.3 68.3 0 %100 323 P6-9 y 68.3 68.3 0 %100 324 P6-4 y 68.3 68.3 0 %100 325 P5-9 y 68.3 68.3 0 %100 326 P6-11 y 68.3 68.3 0 %100 327 P5-4 y 68.3 68.3 0 %100 328 P5-13 y 68.3 68.3 0 %100 329 P5-3 y 68.3 68.3 0 %100 330 P2-3 y 68.3 68.3 0 %100 331 P4-3 y 68.3 68.3 0 %100 332 P4-5 y 68.3 68.3 0 %100 333 P3-9 y 68.3 68.3 0 %100 334 P4-12 y 68.3 68.3 0 %100 335 P4-7 y 68.3 68.3 0 %100 336 P3-7 y 68.3 68.3 0 %100 337 P4-13 y 68.3 68.3 0 %100 338 P3-8 y 68.3 68.3 0 %100 339 P3-13 y 68.3 68.3 0 %100 340 P3-3 y 68.3 68.3 0 %100 341 P19-14 y 68.3 68.3 0 %100 342 P18-14 y 68.3 68.3 0 %100 343 P8-14 y 68.3 68.3 0 %100 344 P17-14 y 68.3 68.3 0 %100 345 P14-14 y 68.3 68.3 0 %100 346 P13-14 y 68.3 68.3 0 %100 347 P5-14 y 68.3 68.3 0 %100 348 P2-11 y 68.3 68.3 0 %100 349 P2-10 y 68.3 68.3 0 %100 350 P1-9 y 68.3 68.3 0 %100 351 P1-7 y 68.3 68.3 0 %100 352 P1-12 y 68.3 68.3 0 %100 353 P1-5 y 68.3 68.3 0 %100 354 P2-7 y 68.3 68.3 0 %100 355 P2-4 y 68.3 68.3 0 %100 356 P1-11 y 68.3 68.3 0 %100 357 P2-9 y 68.3 68.3 0 %100 358 P1-13 y 68.3 68.3 0 %100 359 P33-2 y 37.3 37.3 0 %100 360 P32-8 y 37.3 37.3 0 %100 361 P38-3 y 37.3 37.3 0 %100 362 P52-7 y 37.3 37.3 0 %100 363 P33-9 y 37.3 37.3 0 %100 364 P35-8 y 37.3 37.3 0 %100 365 P38-5 y 37.3 37.3 0 %100 366 P53-6 y 37.3 37.3 0 %100 367 P54-2 y 37.3 37.3 0 %100 368 P32-1 y 37.3 37.3 0 %100 369 P49-3 y 37.3 37.3 0 %100 370 P41-7 y 37.3 37.3 0 %100 371 P47-3 y 37.3 37.3 0 %100 372 P46-5 y 37.3 37.3 0 %100 373 P43-2 y 37.3 37.3 0 %100 374 P30-10 y 37.3 37.3 0 %100 375 P34-9 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page110 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 376 P31-6 y 37.3 37.3 0 %100 377 P30-1 y 37.3 37.3 0 %100 378 P47-4 y 37.3 37.3 0 %100 379 P36-2 y 37.3 37.3 0 %100 380 P52-5 y 37.3 37.3 0 %100 381 P45-4 y 37.3 37.3 0 %100 382 P52-3 y 37.3 37.3 0 %100 383 P54-8 y 37.3 37.3 0 %100 384 P28-1 y 37.3 37.3 0 %100 385 P48-3 y 37.3 37.3 0 %100 386 P38-8 y 37.3 37.3 0 %100 387 P28-2 y 37.3 37.3 0 %100 388 P28-3 y 37.3 37.3 0 %100 389 P28-4 y 37.3 37.3 0 %100 390 P28-5 y 37.3 37.3 0 %100 391 P30-7 y 37.3 37.3 0 %100 392 P49-4 y 37.3 37.3 0 %100 393 P28-6 y 37.3 37.3 0 %100 394 P28-7 y 37.3 37.3 0 %100 395 P28-8 y 37.3 37.3 0 %100 396 P28-9 y 37.3 37.3 0 %100 397 P28-10 y 37.3 37.3 0 %100 398 P32-10 y 37.3 37.3 0 %100 399 P44-3 y 37.3 37.3 0 %100 400 P40-5 y 37.3 37.3 0 %100 401 P52-9 y 37.3 37.3 0 %100 402 P42-4 y 37.3 37.3 0 %100 403 P30-6 y 37.3 37.3 0 %100 404 P29-1 y 37.3 37.3 0 %100 405 P38-6 y 37.3 37.3 0 %100 406 P30-9 y 37.3 37.3 0 %100 407 P30-4 y 37.3 37.3 0 %100 408 P29-2 y 37.3 37.3 0 %100 409 P47-7 y 37.3 37.3 0 %100 410 P30-2 y 37.3 37.3 0 %100 411 P29-3 y 37.3 37.3 0 %100 412 P30-3 y 37.3 37.3 0 %100 413 P29-4 y 37.3 37.3 0 %100 414 P41-2 y 37.3 37.3 0 %100 415 P29-5 y 37.3 37.3 0 %100 416 P46-6 y 37.3 37.3 0 %100 417 P30-5 y 37.3 37.3 0 %100 418 P29-6 y 37.3 37.3 0 %100 419 P29-7 y 37.3 37.3 0 %100 420 P29-8 y 37.3 37.3 0 %100 421 P51-7 y 37.3 37.3 0 %100 422 P30-8 y 37.3 37.3 0 %100 423 P50-5 y 37.3 37.3 0 %100 424 P39-1 y 37.3 37.3 0 %100 425 P29-9 y 37.3 37.3 0 %100 426 P29-10 y 37.3 37.3 0 %100 427 P52-2 y 37.3 37.3 0 %100 428 P37-9 y 37.3 37.3 0 %100 429 P39-9 y 37.3 37.3 0 %100 430 P47-8 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page111 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 431 P42-2 y 37.3 37.3 0 %100 432 P31-8 y 37.3 37.3 0 %100 433 P34-6 y 37.3 37.3 0 %100 434 P44-4 y 37.3 37.3 0 %100 435 P45-6 y 37.3 37.3 0 %100 436 P34-2 y 37.3 37.3 0 %100 437 P43-6 y 37.3 37.3 0 %100 438 P50-9 y 37.3 37.3 0 %100 439 P51-4 y 37.3 37.3 0 %100 440 P38-1 y 37.3 37.3 0 %100 441 P52-4 y 37.3 37.3 0 %100 442 P50-3 y 37.3 37.3 0 %100 443 P37-7 y 37.3 37.3 0 %100 444 P50-1 y 37.3 37.3 0 %100 445 P32-7 y 37.3 37.3 0 %100 446 P49-1 y 37.3 37.3 0 %100 447 P42-10 y 37.3 37.3 0 %100 448 P47-1 y 37.3 37.3 0 %100 449 P33-10 y 37.3 37.3 0 %100 450 P36-6 y 37.3 37.3 0 %100 451 P37-10 y 37.3 37.3 0 %100 452 P50-8 y 37.3 37.3 0 %100 453 P41-10 y 37.3 37.3 0 %100 454 P48-2 y 37.3 37.3 0 %100 455 P31-3 y 37.3 37.3 0 %100 456 P48-4 y 37.3 37.3 0 %100 457 P40-2 y 37.3 37.3 0 %100 458 P31-2 y 37.3 37.3 0 %100 459 P46-4 y 37.3 37.3 0 %100 460 P41-1 y 37.3 37.3 0 %100 461 P37-3 y 37.3 37.3 0 %100 462 P37-1 y 37.3 37.3 0 %100 463 P49-2 y 37.3 37.3 0 %100 464 P33-5 y 37.3 37.3 0 %100 465 P44-6 y 37.3 37.3 0 %100 466 P32-6 y 37.3 37.3 0 %100 467 P48-1 y 37.3 37.3 0 %100 468 P33-6 y 37.3 37.3 0 %100 469 P40-4 y 37.3 37.3 0 %100 470 P40-10 y 37.3 37.3 0 %100 471 P46-9 y 37.3 37.3 0 %100 472 P46-8 y 37.3 37.3 0 %100 473 P34-5 y 37.3 37.3 0 %100 474 P45-1 y 37.3 37.3 0 %100 475 P52-8 y 37.3 37.3 0 %100 476 P32-4 y 37.3 37.3 0 %100 477 P32-3 y 37.3 37.3 0 %100 478 P31-5 y 37.3 37.3 0 %100 479 P31-9 y 37.3 37.3 0 %100 480 P31-1 y 37.3 37.3 0 %100 481 P32-9 y 37.3 37.3 0 %100 482 P32-2 y 37.3 37.3 0 %100 483 P32-5 y 37.3 37.3 0 %100 484 P31-4 y 37.3 37.3 0 %100 485 P31-7 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page112 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 486 P31-10 y 37.3 37.3 0 %100 487 P33-4 y 37.3 37.3 0 %100 488 P33-8 y 37.3 37.3 0 %100 489 P50-6 y 37.3 37.3 0 %100 490 P34-8 y 37.3 37.3 0 %100 491 P33-1 y 37.3 37.3 0 %100 492 P34-1 y 37.3 37.3 0 %100 493 P34-3 y 37.3 37.3 0 %100 494 P34-7 y 37.3 37.3 0 %100 495 P34-4 y 37.3 37.3 0 %100 496 P33-3 y 37.3 37.3 0 %100 497 P33-7 y 37.3 37.3 0 %100 498 P38-9 y 37.3 37.3 0 %100 499 P34-10 y 37.3 37.3 0 %100 500 P36-10 y 37.3 37.3 0 %100 501 P36-7 y 37.3 37.3 0 %100 502 P36-3 y 37.3 37.3 0 %100 503 P35-4 y 37.3 37.3 0 %100 504 P35-10 y 37.3 37.3 0 %100 505 P36-5 y 37.3 37.3 0 %100 506 P36-8 y 37.3 37.3 0 %100 507 P41-4 y 37.3 37.3 0 %100 508 P35-9 y 37.3 37.3 0 %100 509 P54-6 y 37.3 37.3 0 %100 510 P38-10 y 37.3 37.3 0 %100 511 P35-1 y 37.3 37.3 0 %100 512 P36-1 y 37.3 37.3 0 %100 513 P36-9 y 37.3 37.3 0 %100 514 P35-6 y 37.3 37.3 0 %100 515 P36-4 y 37.3 37.3 0 %100 516 P35-5 y 37.3 37.3 0 %100 517 P35-2 y 37.3 37.3 0 %100 518 P35-3 y 37.3 37.3 0 %100 519 P35-7 y 37.3 37.3 0 %100 520 P41-5 y 37.3 37.3 0 %100 521 P37-5 y 37.3 37.3 0 %100 522 P39-10 y 37.3 37.3 0 %100 523 P37-4 y 37.3 37.3 0 %100 524 P38-7 y 37.3 37.3 0 %100 525 P37-8 y 37.3 37.3 0 %100 526 P37-6 y 37.3 37.3 0 %100 527 P52-6 y 37.3 37.3 0 %100 528 P38-4 y 37.3 37.3 0 %100 529 P37-2 y 37.3 37.3 0 %100 530 P38-2 y 37.3 37.3 0 %100 531 P39-6 y 37.3 37.3 0 %100 532 P39-5 y 37.3 37.3 0 %100 533 P40-9 y 37.3 37.3 0 %100 534 P40-1 y 37.3 37.3 0 %100 535 P39-7 y 37.3 37.3 0 %100 536 P39-2 y 37.3 37.3 0 %100 537 P40-3 y 37.3 37.3 0 %100 538 P40-8 y 37.3 37.3 0 %100 539 P49-9 y 37.3 37.3 0 %100 540 P39-4 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page113 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 541 P40-7 y 37.3 37.3 0 %100 542 P39-8 y 37.3 37.3 0 %100 543 P40-6 y 37.3 37.3 0 %100 544 P39-3 y 37.3 37.3 0 %100 545 P42-3 y 37.3 37.3 0 %100 546 P41-3 y 37.3 37.3 0 %100 547 P42-1 y 37.3 37.3 0 %100 548 P41-9 y 37.3 37.3 0 %100 549 P48-6 y 37.3 37.3 0 %100 550 P42-8 y 37.3 37.3 0 %100 551 P41-6 y 37.3 37.3 0 %100 552 P42-9 y 37.3 37.3 0 %100 553 P42-7 y 37.3 37.3 0 %100 554 P41-8 y 37.3 37.3 0 %100 555 P46-2 y 37.3 37.3 0 %100 556 P42-5 y 37.3 37.3 0 %100 557 P42-6 y 37.3 37.3 0 %100 558 P44-9 y 37.3 37.3 0 %100 559 P43-4 y 37.3 37.3 0 %100 560 P44-8 y 37.3 37.3 0 %100 561 P44-5 y 37.3 37.3 0 %100 562 P43-3 y 37.3 37.3 0 %100 563 P44-1 y 37.3 37.3 0 %100 564 P43-9 y 37.3 37.3 0 %100 565 P51-5 y 37.3 37.3 0 %100 566 P43-5 y 37.3 37.3 0 %100 567 P43-7 y 37.3 37.3 0 %100 568 P44-7 y 37.3 37.3 0 %100 569 P43-8 y 37.3 37.3 0 %100 570 P43-1 y 37.3 37.3 0 %100 571 P44-2 y 37.3 37.3 0 %100 572 P45-3 y 37.3 37.3 0 %100 573 P45-5 y 37.3 37.3 0 %100 574 P45-8 y 37.3 37.3 0 %100 575 P45-7 y 37.3 37.3 0 %100 576 P45-2 y 37.3 37.3 0 %100 577 P46-3 y 37.3 37.3 0 %100 578 P46-1 y 37.3 37.3 0 %100 579 P45-9 y 37.3 37.3 0 %100 580 P46-7 y 37.3 37.3 0 %100 581 P47-9 y 37.3 37.3 0 %100 582 P48-5 y 37.3 37.3 0 %100 583 P47-5 y 37.3 37.3 0 %100 584 P48-7 y 37.3 37.3 0 %100 585 P48-8 y 37.3 37.3 0 %100 586 P48-9 y 37.3 37.3 0 %100 587 P47-2 y 37.3 37.3 0 %100 588 P47-6 y 37.3 37.3 0 %100 589 P50-4 y 37.3 37.3 0 %100 590 P50-7 y 37.3 37.3 0 %100 591 P49-5 y 37.3 37.3 0 %100 592 P49-8 y 37.3 37.3 0 %100 593 P50-2 y 37.3 37.3 0 %100 594 P49-7 y 37.3 37.3 0 %100 595 P49-6 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page114 MemberDistributedLoads(BLC7:Wb,Obstructed)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 596 P51-2 y 37.3 37.3 0 %100 597 P51-9 y 37.3 37.3 0 %100 598 P51-8 y 37.3 37.3 0 %100 599 P51-3 y 37.3 37.3 0 %100 600 P51-6 y 37.3 37.3 0 %100 601 P54-7 y 37.3 37.3 0 %100 602 P53-7 y 37.3 37.3 0 %100 603 P53-8 y 37.3 37.3 0 %100 604 P54-9 y 37.3 37.3 0 %100 605 P54-3 y 37.3 37.3 0 %100 606 P53-3 y 37.3 37.3 0 %100 607 P53-2 y 37.3 37.3 0 %100 608 P53-4 y 37.3 37.3 0 %100 609 P53-5 y 37.3 37.3 0 %100 610 P54-4 y 37.3 37.3 0 %100 611 P54-5 y 37.3 37.3 0 %100 612 P53-9 y 37.3 37.3 0 %100 MemberDistributedLoads(BLC8:Wx-trim) MemberLabel DirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P1-2 X 32.1 32.1 0 %100 2 P5-1 X 32.1 32.1 0 %100 3 P1-9 X 32.1 32.1 0 %100 4 P1-7 X 32.1 32.1 0 %100 5 P5-14 X 32.1 32.1 0 %100 6 P1-8 X 32.1 32.1 0 %100 7 P1-4 X 32.1 32.1 0 %100 8 P1-12 X 32.1 32.1 0 %100 9 P1-3 X 32.1 32.1 0 %100 10 P1-5 X 32.1 32.1 0 %100 11 P1-6 X 32.1 32.1 0 %100 12 P1-11 X 32.1 32.1 0 %100 13 P1-10 X 32.1 32.1 0 %100 14 P1-13 X 32.1 32.1 0 %100 15 P54-5 X 21.4 21.4 0 %100 16 P54-6 X 21.4 21.4 0 %100 17 P54-2 X 21.4 21.4 0 %100 18 P54-8 X 21.4 21.4 0 %100 19 P54-4 X 21.4 21.4 0 %100 20 P54-9 X 21.4 21.4 0 %100 21 P54-7 X 21.4 21.4 0 %100 22 P54-3 X 21.4 21.4 0 %100 23 P24-14 X 21.4 21.4 0 %100 24 P24-12 X 21.4 21.4 0 %100 25 P24-13 X 21.4 21.4 0 %100 26 P24-11 X 21.4 21.4 0 %100 27 P42-10 X 21.4 21.4 0 %100 28 P50-1 X 21.4 21.4 0 %100 29 ColF3 X 32.1 32.1 0 %100 30 ColD9 X 32.1 32.1 0 %100 31 ColA13 X 32.1 32.1 0 %100 32 ColD4 X 32.1 32.1 0 %100 33 ColC10 X 32.1 32.1 0 %100 34 ColC4 X 32.1 32.1 0 %100 35 ColD11 X 32.1 32.1 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page115 MemberDistributedLoads(BLC8:Wx-trim)(Continued) MemberLabel DirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 36 ColD7 X 32.1 32.1 0 %100 37 ColC12 X 32.1 32.1 0 %100 38 ColB15 X 32.1 32.1 0 %100 39 ColA5 X 32.1 32.1 0 %100 40 ColC6 X 32.1 32.1 0 %100 41 ColA7 X 32.1 32.1 0 %100 42 ColC7 X 32.1 32.1 0 %100 43 ColD3 X 32.1 32.1 0 %100 44 ColC3 X 32.1 32.1 0 %100 45 ColC8 X 32.1 32.1 0 %100 46 ColD5 X 32.1 32.1 0 %100 47 ColD6 X 32.1 32.1 0 %100 48 ColD8 X 32.1 32.1 0 %100 49 ColD10 X 32.1 32.1 0 %100 50 ColC5 X 32.1 32.1 0 %100 51 ColC9 X 32.1 32.1 0 %100 52 ColC11 X 32.1 32.1 0 %100 53 ColC13 X 32.1 32.1 0 %100 54 ColC15 X 32.1 32.1 0 %100 55 ColF10 X 32.1 32.1 0 %100 56 ColF9 X 32.1 32.1 0 %100 57 ColF8 X 32.1 32.1 0 %100 58 ColA6 X 32.1 32.1 0 %100 59 ColF7 X 32.1 32.1 0 %100 60 ColF6 X 32.1 32.1 0 %100 61 ColF5 X 32.1 32.1 0 %100 62 ColF4 X 32.1 32.1 0 %100 63 ColE1 X 32.1 32.1 0 %100 64 ColD1 X 32.1 32.1 0 %100 65 ColC1 X 32.1 32.1 0 %100 66 ColB1 X 32.1 32.1 0 %100 67 ColA3 X 32.1 32.1 0 %100 68 ColA4 X 32.1 32.1 0 %100 69 ColA8 X 32.1 32.1 0 %100 70 ColA11 X 32.1 32.1 0 %100 71 ColA9 X 32.1 32.1 0 %100 72 ColA10 X 32.1 32.1 0 %100 73 ColA12 X 32.1 32.1 0 %100 74 B-JACK-LINED X 64.2 64.2 0 %100 75 B-JACK-LINEC X 64.2 64.2 0 %100 MemberDistributedLoads(BLC9:Wz-trim) MemberLabelDirection StartMagnitude[lb/ft,F,psf,lb-ft/ft] EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)] EndLocation[(ft,%)] 1 ColF3 Z 32.1 32.1 0 %100 2 ColD9 Z 32.1 32.1 0 %100 3 ColA13 Z 32.1 32.1 0 %100 4 ColD4 Z 32.1 32.1 0 %100 5 ColC10 Z 32.1 32.1 0 %100 6 ColC4 Z 32.1 32.1 0 %100 7 ColD11 Z 32.1 32.1 0 %100 8 ColD7 Z 32.1 32.1 0 %100 9 ColC12 Z 32.1 32.1 0 %100 10 ColB15 Z 32.1 32.1 0 %100 11 ColA5 Z 32.1 32.1 0 %100 12 ColC6 Z 32.1 32.1 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page116 MemberDistributedLoads(BLC9:Wz-trim)(Continued) MemberLabelDirection StartMagnitude[lb/ft,F,psf,lb-ft/ft] EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)] EndLocation[(ft,%)] 13 ColA7 Z 32.1 32.1 0 %100 14 ColC7 Z 32.1 32.1 0 %100 15 ColD3 Z 32.1 32.1 0 %100 16 ColC3 Z 32.1 32.1 0 %100 17 ColC8 Z 32.1 32.1 0 %100 18 ColD5 Z 32.1 32.1 0 %100 19 ColD6 Z 32.1 32.1 0 %100 20 ColD8 Z 32.1 32.1 0 %100 21 ColD10 Z 32.1 32.1 0 %100 22 ColC5 Z 32.1 32.1 0 %100 23 ColC9 Z 32.1 32.1 0 %100 24 ColC11 Z 32.1 32.1 0 %100 25 ColC13 Z 32.1 32.1 0 %100 26 ColC15 Z 32.1 32.1 0 %100 27 ColF10 Z 32.1 32.1 0 %100 28 ColF9 Z 32.1 32.1 0 %100 29 ColF8 Z 32.1 32.1 0 %100 30 ColA6 Z 32.1 32.1 0 %100 31 ColF7 Z 32.1 32.1 0 %100 32 ColF6 Z 32.1 32.1 0 %100 33 ColF5 Z 32.1 32.1 0 %100 34 ColF4 Z 32.1 32.1 0 %100 35 ColE1 Z 32.1 32.1 0 %100 36 ColD1 Z 32.1 32.1 0 %100 37 ColC1 Z 32.1 32.1 0 %100 38 ColB1 Z 32.1 32.1 0 %100 39 ColA3 Z 32.1 32.1 0 %100 40 ColA4 Z 32.1 32.1 0 %100 41 ColA8 Z 32.1 32.1 0 %100 42 ColA11 Z 32.1 32.1 0 %100 43 ColA9 Z 32.1 32.1 0 %100 44 ColA10 Z 32.1 32.1 0 %100 45 ColA12 Z 32.1 32.1 0 %100 46 B15-1 Z 64.2 64.2 0 %100 47 B1-3 Z 64.2 64.2 0 %100 48 B1-2 Z 64.2 64.2 0 %100 49 B1-1 Z 64.2 64.2 0 %100 50 B2-6 Z 64.2 64.2 0 %100 51 B2-5 Z 64.2 64.2 0 %100 52 B2-3 Z 64.2 64.2 0 %100 53 B2-2 Z 64.2 64.2 0 %100 54 B2-1 Z 64.2 64.2 0 %100 55 B15-2 Z 64.2 64.2 0 %100 56 B13-1 Z 64.2 64.2 0 %100 57 B12-1 Z 64.2 64.2 0 %100 58 B11-3 Z 64.2 64.2 0 %100 59 B11-2 Z 64.2 64.2 0 %100 60 B10-4 Z 64.2 64.2 0 %100 61 B10-3 Z 64.2 64.2 0 %100 62 B9-4 Z 64.2 64.2 0 %100 63 B9-3 Z 64.2 64.2 0 %100 64 B9-1 Z 64.2 64.2 0 %100 65 B10-2 Z 64.2 64.2 0 %100 66 B8-4 Z 64.2 64.2 0 %100 67 B8-2 Z 64.2 64.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page117 MemberDistributedLoads(BLC9:Wz-trim)(Continued) MemberLabelDirection StartMagnitude[lb/ft,F,psf,lb-ft/ft] EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)] EndLocation[(ft,%)] 68 B8-1 Z 64.2 64.2 0 %100 69 B7-4 Z 64.2 64.2 0 %100 70 B13-2 Z 64.2 64.2 0 %100 71 B7-3 Z 64.2 64.2 0 %100 72 B7-2 Z 64.2 64.2 0 %100 73 B2-4 Z 64.2 64.2 0 %100 74 B7-1 Z 64.2 64.2 0 %100 75 B6-4 Z 64.2 64.2 0 %100 76 B8-3 Z 64.2 64.2 0 %100 77 B6-3 Z 64.2 64.2 0 %100 78 B6-2 Z 64.2 64.2 0 %100 79 B11-1 Z 64.2 64.2 0 %100 80 B9-2 Z 64.2 64.2 0 %100 81 B6-1 Z 64.2 64.2 0 %100 82 B5-3 Z 64.2 64.2 0 %100 83 B5-2 Z 64.2 64.2 0 %100 84 B5-1 Z 64.2 64.2 0 %100 85 B4-4 Z 64.2 64.2 0 %100 86 B4-3 Z 64.2 64.2 0 %100 87 B4-2 Z 64.2 64.2 0 %100 88 B3-4 Z 64.2 64.2 0 %100 89 B3-3 Z 64.2 64.2 0 %100 90 B10-1 Z 64.2 64.2 0 %100 91 B3-2 Z 64.2 64.2 0 %100 92 B4-1 Z 64.2 64.2 0 %100 93 B5-4 Z 64.2 64.2 0 %100 94 B3-1 Z 64.2 64.2 0 %100 95 B12-2 Z 64.2 64.2 0 %100 96 B14-2 Z 64.2 64.2 0 %100 97 B14-1 Z 64.2 64.2 0 %100 MemberDistributedLoads(BLC10:Ex) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P8-13 X 2.5 2.5 0 %100 2 P42-6 X 2.5 2.5 0 %100 3 P47-1 X 2.5 2.5 0 %100 4 P27-6 X 2.5 2.5 0 %100 5 P39-2 X 2.5 2.5 0 %100 6 P8-2 X 2.5 2.5 0 %100 7 P28-3 X 2.5 2.5 0 %100 8 P24-10 X 2.5 2.5 0 %100 9 P15-8 X 2.5 2.5 0 %100 10 P37-10 X 2.5 2.5 0 %100 11 P28-1 X 2.5 2.5 0 %100 12 P52-3 X 2.5 2.5 0 %100 13 P35-10 X 2.5 2.5 0 %100 14 P9-14 X 2.5 2.5 0 %100 15 P28-9 X 2.5 2.5 0 %100 16 P22-8 X 2.5 2.5 0 %100 17 P12-4 X 2.5 2.5 0 %100 18 P49-8 X 2.5 2.5 0 %100 19 P31-2 X 2.5 2.5 0 %100 20 P24-1 X 2.5 2.5 0 %100 21 P16-7 X 2.5 2.5 0 %100 22 P11-10 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page118 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 23 P14-3 X 2.5 2.5 0 %100 24 P23-6 X 2.5 2.5 0 %100 25 P12-9 X 2.5 2.5 0 %100 26 P10-2 X 2.5 2.5 0 %100 27 P30-3 X 2.5 2.5 0 %100 28 P24-8 X 2.5 2.5 0 %100 29 P34-4 X 2.5 2.5 0 %100 30 P8-14 X 2.5 2.5 0 %100 31 P14-5 X 2.5 2.5 0 %100 32 P7-3 X 2.5 2.5 0 %100 33 P51-4 X 2.5 2.5 0 %100 34 P6-7 X 2.5 2.5 0 %100 35 P54-9 X 2.5 2.5 0 %100 36 P20-3 X 2.5 2.5 0 %100 37 P42-10 X 2.5 2.5 0 %100 38 P14-11 X 2.5 2.5 0 %100 39 P18-13 X 2.5 2.5 0 %100 40 P50-2 X 2.5 2.5 0 %100 41 P50-4 X 2.5 2.5 0 %100 42 P53-9 X 2.5 2.5 0 %100 43 P51-9 X 2.5 2.5 0 %100 44 P50-8 X 2.5 2.5 0 %100 45 P1-2 X 2.5 2.5 0 %100 46 P45-1 X 2.5 2.5 0 %100 47 P46-4 X 2.5 2.5 0 %100 48 P15-3 X 2.5 2.5 0 %100 49 P28-10 X 2.5 2.5 0 %100 50 P41-1 X 2.5 2.5 0 %100 51 P12-10 X 2.5 2.5 0 %100 52 P28-8 X 2.5 2.5 0 %100 53 P4-13 X 2.5 2.5 0 %100 54 P23-11 X 2.5 2.5 0 %100 55 P19-9 X 2.5 2.5 0 %100 56 P22-7 X 2.5 2.5 0 %100 57 P13-5 X 2.5 2.5 0 %100 58 P14-4 X 2.5 2.5 0 %100 59 P30-10 X 2.5 2.5 0 %100 60 P5-1 X 2.5 2.5 0 %100 61 P20-10 X 2.5 2.5 0 %100 62 P18-1 X 2.5 2.5 0 %100 63 P11-2 X 2.5 2.5 0 %100 64 P40-10 X 2.5 2.5 0 %100 65 P35-3 X 2.5 2.5 0 %100 66 P10-7 X 2.5 2.5 0 %100 67 P17-9 X 2.5 2.5 0 %100 68 P14-2 X 2.5 2.5 0 %100 69 P10-12 X 2.5 2.5 0 %100 70 P11-5 X 2.5 2.5 0 %100 71 P36-6 X 2.5 2.5 0 %100 72 P10-4 X 2.5 2.5 0 %100 73 P2-9 X 2.5 2.5 0 %100 74 P17-2 X 2.5 2.5 0 %100 75 P50-6 X 2.5 2.5 0 %100 76 P33-7 X 2.5 2.5 0 %100 77 P40-5 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page119 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 78 P22-3 X 2.5 2.5 0 %100 79 P15-1 X 2.5 2.5 0 %100 80 P29-7 X 2.5 2.5 0 %100 81 P23-2 X 2.5 2.5 0 %100 82 P47-4 X 2.5 2.5 0 %100 83 P9-3 X 2.5 2.5 0 %100 84 P27-7 X 2.5 2.5 0 %100 85 P12-13 X 2.5 2.5 0 %100 86 P37-6 X 2.5 2.5 0 %100 87 P8-11 X 2.5 2.5 0 %100 88 P31-3 X 2.5 2.5 0 %100 89 P26-9 X 2.5 2.5 0 %100 90 P16-11 X 2.5 2.5 0 %100 91 P27-1 X 2.5 2.5 0 %100 92 P27-2 X 2.5 2.5 0 %100 93 P17-4 X 2.5 2.5 0 %100 94 P4-12 X 2.5 2.5 0 %100 95 P41-7 X 2.5 2.5 0 %100 96 P5-4 X 2.5 2.5 0 %100 97 P27-3 X 2.5 2.5 0 %100 98 P12-12 X 2.5 2.5 0 %100 99 P27-4 X 2.5 2.5 0 %100 100 P27-5 X 2.5 2.5 0 %100 101 P14-12 X 2.5 2.5 0 %100 102 P27-8 X 2.5 2.5 0 %100 103 P6-4 X 2.5 2.5 0 %100 104 P27-9 X 2.5 2.5 0 %100 105 P27-10 X 2.5 2.5 0 %100 106 P7-2 X 2.5 2.5 0 %100 107 P1-9 X 2.5 2.5 0 %100 108 P28-2 X 2.5 2.5 0 %100 109 P2-3 X 2.5 2.5 0 %100 110 P28-4 X 2.5 2.5 0 %100 111 P30-6 X 2.5 2.5 0 %100 112 P28-5 X 2.5 2.5 0 %100 113 P15-5 X 2.5 2.5 0 %100 114 P52-7 X 2.5 2.5 0 %100 115 P28-6 X 2.5 2.5 0 %100 116 P28-7 X 2.5 2.5 0 %100 117 P30-4 X 2.5 2.5 0 %100 118 P26-6 X 2.5 2.5 0 %100 119 P25-1 X 2.5 2.5 0 %100 120 P44-9 X 2.5 2.5 0 %100 121 P26-4 X 2.5 2.5 0 %100 122 P17-7 X 2.5 2.5 0 %100 123 P26-1 X 2.5 2.5 0 %100 124 P15-14 X 2.5 2.5 0 %100 125 P25-2 X 2.5 2.5 0 %100 126 P18-11 X 2.5 2.5 0 %100 127 P21-1 X 2.5 2.5 0 %100 128 P26-2 X 2.5 2.5 0 %100 129 P16-3 X 2.5 2.5 0 %100 130 P15-4 X 2.5 2.5 0 %100 131 P9-8 X 2.5 2.5 0 %100 132 P25-3 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page120 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 133 P52-8 X 2.5 2.5 0 %100 134 P37-5 X 2.5 2.5 0 %100 135 P26-3 X 2.5 2.5 0 %100 136 P19-8 X 2.5 2.5 0 %100 137 P46-6 X 2.5 2.5 0 %100 138 P25-4 X 2.5 2.5 0 %100 139 P25-5 X 2.5 2.5 0 %100 140 P7-12 X 2.5 2.5 0 %100 141 P29-6 X 2.5 2.5 0 %100 142 P17-3 X 2.5 2.5 0 %100 143 P26-5 X 2.5 2.5 0 %100 144 P25-6 X 2.5 2.5 0 %100 145 P4-6 X 2.5 2.5 0 %100 146 P25-7 X 2.5 2.5 0 %100 147 P26-7 X 2.5 2.5 0 %100 148 P29-9 X 2.5 2.5 0 %100 149 P25-8 X 2.5 2.5 0 %100 150 P13-12 X 2.5 2.5 0 %100 151 P26-8 X 2.5 2.5 0 %100 152 P25-9 X 2.5 2.5 0 %100 153 P32-4 X 2.5 2.5 0 %100 154 P25-10 X 2.5 2.5 0 %100 155 P2-7 X 2.5 2.5 0 %100 156 P8-12 X 2.5 2.5 0 %100 157 P26-10 X 2.5 2.5 0 %100 158 P29-1 X 2.5 2.5 0 %100 159 P3-4 X 2.5 2.5 0 %100 160 P2-6 X 2.5 2.5 0 %100 161 P30-9 X 2.5 2.5 0 %100 162 P30-1 X 2.5 2.5 0 %100 163 P29-2 X 2.5 2.5 0 %100 164 P30-2 X 2.5 2.5 0 %100 165 P15-7 X 2.5 2.5 0 %100 166 P29-3 X 2.5 2.5 0 %100 167 P3-2 X 2.5 2.5 0 %100 168 P53-2 X 2.5 2.5 0 %100 169 P43-1 X 2.5 2.5 0 %100 170 P29-4 X 2.5 2.5 0 %100 171 P39-1 X 2.5 2.5 0 %100 172 P23-12 X 2.5 2.5 0 %100 173 P29-5 X 2.5 2.5 0 %100 174 P30-5 X 2.5 2.5 0 %100 175 P38-1 X 2.5 2.5 0 %100 176 P17-8 X 2.5 2.5 0 %100 177 P40-3 X 2.5 2.5 0 %100 178 P30-7 X 2.5 2.5 0 %100 179 P29-8 X 2.5 2.5 0 %100 180 P30-8 X 2.5 2.5 0 %100 181 P29-10 X 2.5 2.5 0 %100 182 P2-11 X 2.5 2.5 0 %100 183 P24-7 X 2.5 2.5 0 %100 184 P13-6 X 2.5 2.5 0 %100 185 P23-8 X 2.5 2.5 0 %100 186 P45-4 X 2.5 2.5 0 %100 187 P21-3 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page121 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 188 P7-11 X 2.5 2.5 0 %100 189 P24-9 X 2.5 2.5 0 %100 190 P1-7 X 2.5 2.5 0 %100 191 P24-11 X 2.5 2.5 0 %100 192 P10-1 X 2.5 2.5 0 %100 193 P23-9 X 2.5 2.5 0 %100 194 P24-12 X 2.5 2.5 0 %100 195 P18-7 X 2.5 2.5 0 %100 196 P24-6 X 2.5 2.5 0 %100 197 P23-1 X 2.5 2.5 0 %100 198 P24-4 X 2.5 2.5 0 %100 199 P24-2 X 2.5 2.5 0 %100 200 P39-3 X 2.5 2.5 0 %100 201 P23-3 X 2.5 2.5 0 %100 202 P11-9 X 2.5 2.5 0 %100 203 P34-6 X 2.5 2.5 0 %100 204 P24-3 X 2.5 2.5 0 %100 205 P23-4 X 2.5 2.5 0 %100 206 P23-5 X 2.5 2.5 0 %100 207 P24-5 X 2.5 2.5 0 %100 208 P24-13 X 2.5 2.5 0 %100 209 P23-7 X 2.5 2.5 0 %100 210 P23-10 X 2.5 2.5 0 %100 211 P23-13 X 2.5 2.5 0 %100 212 P31-8 X 2.5 2.5 0 %100 213 P19-12 X 2.5 2.5 0 %100 214 P21-8 X 2.5 2.5 0 %100 215 P22-5 X 2.5 2.5 0 %100 216 P11-8 X 2.5 2.5 0 %100 217 P21-13 X 2.5 2.5 0 %100 218 P10-8 X 2.5 2.5 0 %100 219 P22-10 X 2.5 2.5 0 %100 220 P22-4 X 2.5 2.5 0 %100 221 P16-8 X 2.5 2.5 0 %100 222 P5-2 X 2.5 2.5 0 %100 223 P21-11 X 2.5 2.5 0 %100 224 P21-2 X 2.5 2.5 0 %100 225 P19-7 X 2.5 2.5 0 %100 226 P22-9 X 2.5 2.5 0 %100 227 P22-11 X 2.5 2.5 0 %100 228 P21-9 X 2.5 2.5 0 %100 229 P20-2 X 2.5 2.5 0 %100 230 P33-2 X 2.5 2.5 0 %100 231 P22-12 X 2.5 2.5 0 %100 232 P32-5 X 2.5 2.5 0 %100 233 P22-6 X 2.5 2.5 0 %100 234 P22-1 X 2.5 2.5 0 %100 235 P22-2 X 2.5 2.5 0 %100 236 P21-4 X 2.5 2.5 0 %100 237 P44-8 X 2.5 2.5 0 %100 238 P21-5 X 2.5 2.5 0 %100 239 P19-13 X 2.5 2.5 0 %100 240 P21-6 X 2.5 2.5 0 %100 241 P21-7 X 2.5 2.5 0 %100 242 P12-14 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page122 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 243 P44-1 X 2.5 2.5 0 %100 244 P21-10 X 2.5 2.5 0 %100 245 P4-2 X 2.5 2.5 0 %100 246 P21-12 X 2.5 2.5 0 %100 247 P22-13 X 2.5 2.5 0 %100 248 P7-13 X 2.5 2.5 0 %100 249 P20-5 X 2.5 2.5 0 %100 250 P11-1 X 2.5 2.5 0 %100 251 P20-9 X 2.5 2.5 0 %100 252 P11-12 X 2.5 2.5 0 %100 253 P9-10 X 2.5 2.5 0 %100 254 P44-6 X 2.5 2.5 0 %100 255 P19-4 X 2.5 2.5 0 %100 256 P48-6 X 2.5 2.5 0 %100 257 P19-2 X 2.5 2.5 0 %100 258 P20-4 X 2.5 2.5 0 %100 259 P12-2 X 2.5 2.5 0 %100 260 P19-1 X 2.5 2.5 0 %100 261 P20-1 X 2.5 2.5 0 %100 262 P3-11 X 2.5 2.5 0 %100 263 P19-11 X 2.5 2.5 0 %100 264 P38-4 X 2.5 2.5 0 %100 265 P20-7 X 2.5 2.5 0 %100 266 P20-11 X 2.5 2.5 0 %100 267 P9-1 X 2.5 2.5 0 %100 268 P39-10 X 2.5 2.5 0 %100 269 P10-6 X 2.5 2.5 0 %100 270 P20-12 X 2.5 2.5 0 %100 271 P35-6 X 2.5 2.5 0 %100 272 P20-6 X 2.5 2.5 0 %100 273 P19-3 X 2.5 2.5 0 %100 274 P17-11 X 2.5 2.5 0 %100 275 P19-5 X 2.5 2.5 0 %100 276 P19-6 X 2.5 2.5 0 %100 277 P2-5 X 2.5 2.5 0 %100 278 P47-6 X 2.5 2.5 0 %100 279 P20-8 X 2.5 2.5 0 %100 280 P19-10 X 2.5 2.5 0 %100 281 P4-5 X 2.5 2.5 0 %100 282 P20-13 X 2.5 2.5 0 %100 283 P8-8 X 2.5 2.5 0 %100 284 P17-12 X 2.5 2.5 0 %100 285 P17-10 X 2.5 2.5 0 %100 286 P17-6 X 2.5 2.5 0 %100 287 P17-5 X 2.5 2.5 0 %100 288 P17-13 X 2.5 2.5 0 %100 289 P18-9 X 2.5 2.5 0 %100 290 P6-12 X 2.5 2.5 0 %100 291 P43-6 X 2.5 2.5 0 %100 292 P18-6 X 2.5 2.5 0 %100 293 P5-8 X 2.5 2.5 0 %100 294 P17-1 X 2.5 2.5 0 %100 295 P18-5 X 2.5 2.5 0 %100 296 P15-2 X 2.5 2.5 0 %100 297 P18-10 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page123 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 298 P18-2 X 2.5 2.5 0 %100 299 P18-4 X 2.5 2.5 0 %100 300 P18-12 X 2.5 2.5 0 %100 301 P8-7 X 2.5 2.5 0 %100 302 P41-4 X 2.5 2.5 0 %100 303 P33-9 X 2.5 2.5 0 %100 304 P18-3 X 2.5 2.5 0 %100 305 P8-4 X 2.5 2.5 0 %100 306 P54-4 X 2.5 2.5 0 %100 307 P34-9 X 2.5 2.5 0 %100 308 P18-8 X 2.5 2.5 0 %100 309 P15-12 X 2.5 2.5 0 %100 310 P14-6 X 2.5 2.5 0 %100 311 P48-1 X 2.5 2.5 0 %100 312 P47-9 X 2.5 2.5 0 %100 313 P16-13 X 2.5 2.5 0 %100 314 P16-1 X 2.5 2.5 0 %100 315 P4-8 X 2.5 2.5 0 %100 316 P16-12 X 2.5 2.5 0 %100 317 P42-3 X 2.5 2.5 0 %100 318 P16-9 X 2.5 2.5 0 %100 319 P15-10 X 2.5 2.5 0 %100 320 P2-4 X 2.5 2.5 0 %100 321 P15-6 X 2.5 2.5 0 %100 322 P15-13 X 2.5 2.5 0 %100 323 P16-6 X 2.5 2.5 0 %100 324 P39-6 X 2.5 2.5 0 %100 325 P32-2 X 2.5 2.5 0 %100 326 P16-5 X 2.5 2.5 0 %100 327 P35-5 X 2.5 2.5 0 %100 328 P16-10 X 2.5 2.5 0 %100 329 P16-2 X 2.5 2.5 0 %100 330 P16-4 X 2.5 2.5 0 %100 331 P8-3 X 2.5 2.5 0 %100 332 P15-11 X 2.5 2.5 0 %100 333 P15-9 X 2.5 2.5 0 %100 334 P13-1 X 2.5 2.5 0 %100 335 P3-13 X 2.5 2.5 0 %100 336 P13-7 X 2.5 2.5 0 %100 337 P13-9 X 2.5 2.5 0 %100 338 P11-14 X 2.5 2.5 0 %100 339 P13-10 X 2.5 2.5 0 %100 340 P5-14 X 2.5 2.5 0 %100 341 P14-13 X 2.5 2.5 0 %100 342 P14-1 X 2.5 2.5 0 %100 343 P13-4 X 2.5 2.5 0 %100 344 P7-4 X 2.5 2.5 0 %100 345 P44-4 X 2.5 2.5 0 %100 346 P14-7 X 2.5 2.5 0 %100 347 P14-9 X 2.5 2.5 0 %100 348 P13-2 X 2.5 2.5 0 %100 349 P13-13 X 2.5 2.5 0 %100 350 P47-2 X 2.5 2.5 0 %100 351 P13-11 X 2.5 2.5 0 %100 352 P14-10 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page124 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 353 P37-7 X 2.5 2.5 0 %100 354 P13-8 X 2.5 2.5 0 %100 355 P13-3 X 2.5 2.5 0 %100 356 P4-3 X 2.5 2.5 0 %100 357 P14-8 X 2.5 2.5 0 %100 358 P11-7 X 2.5 2.5 0 %100 359 P11-6 X 2.5 2.5 0 %100 360 P10-14 X 2.5 2.5 0 %100 361 P11-3 X 2.5 2.5 0 %100 362 P6-9 X 2.5 2.5 0 %100 363 P12-11 X 2.5 2.5 0 %100 364 P12-1 X 2.5 2.5 0 %100 365 P11-4 X 2.5 2.5 0 %100 366 P43-9 X 2.5 2.5 0 %100 367 P12-6 X 2.5 2.5 0 %100 368 P12-3 X 2.5 2.5 0 %100 369 P12-5 X 2.5 2.5 0 %100 370 P7-7 X 2.5 2.5 0 %100 371 P12-7 X 2.5 2.5 0 %100 372 P35-4 X 2.5 2.5 0 %100 373 P11-13 X 2.5 2.5 0 %100 374 P32-9 X 2.5 2.5 0 %100 375 P11-11 X 2.5 2.5 0 %100 376 P12-8 X 2.5 2.5 0 %100 377 P3-12 X 2.5 2.5 0 %100 378 P10-13 X 2.5 2.5 0 %100 379 P9-5 X 2.5 2.5 0 %100 380 P9-9 X 2.5 2.5 0 %100 381 P9-11 X 2.5 2.5 0 %100 382 P49-9 X 2.5 2.5 0 %100 383 P10-9 X 2.5 2.5 0 %100 384 P10-10 X 2.5 2.5 0 %100 385 P31-4 X 2.5 2.5 0 %100 386 P48-7 X 2.5 2.5 0 %100 387 P9-7 X 2.5 2.5 0 %100 388 P10-3 X 2.5 2.5 0 %100 389 P9-6 X 2.5 2.5 0 %100 390 P17-14 X 2.5 2.5 0 %100 391 P47-5 X 2.5 2.5 0 %100 392 P10-11 X 2.5 2.5 0 %100 393 P9-4 X 2.5 2.5 0 %100 394 P10-5 X 2.5 2.5 0 %100 395 P33-4 X 2.5 2.5 0 %100 396 P9-12 X 2.5 2.5 0 %100 397 P9-2 X 2.5 2.5 0 %100 398 P7-5 X 2.5 2.5 0 %100 399 P9-13 X 2.5 2.5 0 %100 400 P51-2 X 2.5 2.5 0 %100 401 P7-9 X 2.5 2.5 0 %100 402 P50-1 X 2.5 2.5 0 %100 403 P48-2 X 2.5 2.5 0 %100 404 P8-6 X 2.5 2.5 0 %100 405 P8-9 X 2.5 2.5 0 %100 406 P7-8 X 2.5 2.5 0 %100 407 P1-8 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page125 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 408 P40-2 X 2.5 2.5 0 %100 409 P40-8 X 2.5 2.5 0 %100 410 P8-5 X 2.5 2.5 0 %100 411 P8-10 X 2.5 2.5 0 %100 412 P7-6 X 2.5 2.5 0 %100 413 P52-2 X 2.5 2.5 0 %100 414 P7-1 X 2.5 2.5 0 %100 415 P8-1 X 2.5 2.5 0 %100 416 P7-10 X 2.5 2.5 0 %100 417 P39-8 X 2.5 2.5 0 %100 418 P6-1 X 2.5 2.5 0 %100 419 P32-8 X 2.5 2.5 0 %100 420 P40-1 X 2.5 2.5 0 %100 421 P5-5 X 2.5 2.5 0 %100 422 P19-14 X 2.5 2.5 0 %100 423 P6-6 X 2.5 2.5 0 %100 424 P5-6 X 2.5 2.5 0 %100 425 P6-10 X 2.5 2.5 0 %100 426 P38-9 X 2.5 2.5 0 %100 427 P5-7 X 2.5 2.5 0 %100 428 P5-11 X 2.5 2.5 0 %100 429 P51-8 X 2.5 2.5 0 %100 430 P5-9 X 2.5 2.5 0 %100 431 P5-10 X 2.5 2.5 0 %100 432 P6-2 X 2.5 2.5 0 %100 433 P2-10 X 2.5 2.5 0 %100 434 P38-2 X 2.5 2.5 0 %100 435 P6-13 X 2.5 2.5 0 %100 436 P32-7 X 2.5 2.5 0 %100 437 P6-3 X 2.5 2.5 0 %100 438 P6-5 X 2.5 2.5 0 %100 439 P5-12 X 2.5 2.5 0 %100 440 P5-3 X 2.5 2.5 0 %100 441 P31-10 X 2.5 2.5 0 %100 442 P6-11 X 2.5 2.5 0 %100 443 P6-14 X 2.5 2.5 0 %100 444 P31-9 X 2.5 2.5 0 %100 445 P5-13 X 2.5 2.5 0 %100 446 P6-8 X 2.5 2.5 0 %100 447 P47-7 X 2.5 2.5 0 %100 448 P3-10 X 2.5 2.5 0 %100 449 P3-9 X 2.5 2.5 0 %100 450 P4-10 X 2.5 2.5 0 %100 451 P4-4 X 2.5 2.5 0 %100 452 P31-7 X 2.5 2.5 0 %100 453 P3-5 X 2.5 2.5 0 %100 454 P4-7 X 2.5 2.5 0 %100 455 P3-6 X 2.5 2.5 0 %100 456 P3-7 X 2.5 2.5 0 %100 457 P31-5 X 2.5 2.5 0 %100 458 P40-4 X 2.5 2.5 0 %100 459 P4-9 X 2.5 2.5 0 %100 460 P14-14 X 2.5 2.5 0 %100 461 P3-8 X 2.5 2.5 0 %100 462 P4-11 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page126 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 463 P3-3 X 2.5 2.5 0 %100 464 P23-14 X 2.5 2.5 0 %100 465 P36-4 X 2.5 2.5 0 %100 466 P18-14 X 2.5 2.5 0 %100 467 P24-14 X 2.5 2.5 0 %100 468 P21-14 X 2.5 2.5 0 %100 469 P39-4 X 2.5 2.5 0 %100 470 P22-14 X 2.5 2.5 0 %100 471 P20-14 X 2.5 2.5 0 %100 472 P16-14 X 2.5 2.5 0 %100 473 P33-1 X 2.5 2.5 0 %100 474 P13-14 X 2.5 2.5 0 %100 475 P1-4 X 2.5 2.5 0 %100 476 P7-14 X 2.5 2.5 0 %100 477 P1-12 X 2.5 2.5 0 %100 478 P41-2 X 2.5 2.5 0 %100 479 P1-3 X 2.5 2.5 0 %100 480 P39-9 X 2.5 2.5 0 %100 481 P1-5 X 2.5 2.5 0 %100 482 P2-12 X 2.5 2.5 0 %100 483 P46-5 X 2.5 2.5 0 %100 484 P1-6 X 2.5 2.5 0 %100 485 P2-2 X 2.5 2.5 0 %100 486 P1-11 X 2.5 2.5 0 %100 487 P31-1 X 2.5 2.5 0 %100 488 P34-7 X 2.5 2.5 0 %100 489 P1-10 X 2.5 2.5 0 %100 490 P2-8 X 2.5 2.5 0 %100 491 P1-13 X 2.5 2.5 0 %100 492 P2-13 X 2.5 2.5 0 %100 493 P52-6 X 2.5 2.5 0 %100 494 P32-6 X 2.5 2.5 0 %100 495 P32-3 X 2.5 2.5 0 %100 496 P32-1 X 2.5 2.5 0 %100 497 P34-3 X 2.5 2.5 0 %100 498 P31-6 X 2.5 2.5 0 %100 499 P32-10 X 2.5 2.5 0 %100 500 P40-9 X 2.5 2.5 0 %100 501 P33-8 X 2.5 2.5 0 %100 502 P34-8 X 2.5 2.5 0 %100 503 P46-8 X 2.5 2.5 0 %100 504 P33-10 X 2.5 2.5 0 %100 505 P34-5 X 2.5 2.5 0 %100 506 P34-1 X 2.5 2.5 0 %100 507 P33-6 X 2.5 2.5 0 %100 508 P33-5 X 2.5 2.5 0 %100 509 P34-2 X 2.5 2.5 0 %100 510 P33-3 X 2.5 2.5 0 %100 511 P34-10 X 2.5 2.5 0 %100 512 P36-10 X 2.5 2.5 0 %100 513 P36-7 X 2.5 2.5 0 %100 514 P36-3 X 2.5 2.5 0 %100 515 P35-8 X 2.5 2.5 0 %100 516 P36-5 X 2.5 2.5 0 %100 517 P36-8 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page127 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 518 P40-7 X 2.5 2.5 0 %100 519 P35-9 X 2.5 2.5 0 %100 520 P35-1 X 2.5 2.5 0 %100 521 P36-1 X 2.5 2.5 0 %100 522 P51-5 X 2.5 2.5 0 %100 523 P46-7 X 2.5 2.5 0 %100 524 P36-9 X 2.5 2.5 0 %100 525 P35-2 X 2.5 2.5 0 %100 526 P36-2 X 2.5 2.5 0 %100 527 P35-7 X 2.5 2.5 0 %100 528 P38-8 X 2.5 2.5 0 %100 529 P37-4 X 2.5 2.5 0 %100 530 P38-10 X 2.5 2.5 0 %100 531 P38-7 X 2.5 2.5 0 %100 532 P38-3 X 2.5 2.5 0 %100 533 P37-8 X 2.5 2.5 0 %100 534 P38-5 X 2.5 2.5 0 %100 535 P37-9 X 2.5 2.5 0 %100 536 P37-1 X 2.5 2.5 0 %100 537 P38-6 X 2.5 2.5 0 %100 538 P37-2 X 2.5 2.5 0 %100 539 P37-3 X 2.5 2.5 0 %100 540 P39-5 X 2.5 2.5 0 %100 541 P39-7 X 2.5 2.5 0 %100 542 P40-6 X 2.5 2.5 0 %100 543 P41-3 X 2.5 2.5 0 %100 544 P42-1 X 2.5 2.5 0 %100 545 P41-9 X 2.5 2.5 0 %100 546 P41-10 X 2.5 2.5 0 %100 547 P42-8 X 2.5 2.5 0 %100 548 P42-4 X 2.5 2.5 0 %100 549 P41-6 X 2.5 2.5 0 %100 550 P41-5 X 2.5 2.5 0 %100 551 P42-9 X 2.5 2.5 0 %100 552 P42-7 X 2.5 2.5 0 %100 553 P41-8 X 2.5 2.5 0 %100 554 P42-5 X 2.5 2.5 0 %100 555 P42-2 X 2.5 2.5 0 %100 556 P43-2 X 2.5 2.5 0 %100 557 P44-3 X 2.5 2.5 0 %100 558 P43-4 X 2.5 2.5 0 %100 559 P48-3 X 2.5 2.5 0 %100 560 P44-5 X 2.5 2.5 0 %100 561 P43-3 X 2.5 2.5 0 %100 562 P43-5 X 2.5 2.5 0 %100 563 P43-7 X 2.5 2.5 0 %100 564 P44-7 X 2.5 2.5 0 %100 565 P43-8 X 2.5 2.5 0 %100 566 P44-2 X 2.5 2.5 0 %100 567 P45-3 X 2.5 2.5 0 %100 568 P45-5 X 2.5 2.5 0 %100 569 P45-8 X 2.5 2.5 0 %100 570 P46-2 X 2.5 2.5 0 %100 571 P46-9 X 2.5 2.5 0 %100 572 P45-7 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page128 MemberDistributedLoads(BLC10:Ex)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 573 P45-2 X 2.5 2.5 0 %100 574 P46-3 X 2.5 2.5 0 %100 575 P46-1 X 2.5 2.5 0 %100 576 P45-9 X 2.5 2.5 0 %100 577 P45-6 X 2.5 2.5 0 %100 578 P47-8 X 2.5 2.5 0 %100 579 P48-8 X 2.5 2.5 0 %100 580 P47-3 X 2.5 2.5 0 %100 581 P48-9 X 2.5 2.5 0 %100 582 P48-4 X 2.5 2.5 0 %100 583 P48-5 X 2.5 2.5 0 %100 584 P50-5 X 2.5 2.5 0 %100 585 P50-7 X 2.5 2.5 0 %100 586 P50-9 X 2.5 2.5 0 %100 587 P49-5 X 2.5 2.5 0 %100 588 P49-1 X 2.5 2.5 0 %100 589 P50-3 X 2.5 2.5 0 %100 590 P49-3 X 2.5 2.5 0 %100 591 P49-4 X 2.5 2.5 0 %100 592 P53-4 X 2.5 2.5 0 %100 593 P49-7 X 2.5 2.5 0 %100 594 P49-2 X 2.5 2.5 0 %100 595 P49-6 X 2.5 2.5 0 %100 596 P51-7 X 2.5 2.5 0 %100 597 P52-4 X 2.5 2.5 0 %100 598 P52-5 X 2.5 2.5 0 %100 599 P52-9 X 2.5 2.5 0 %100 600 P51-3 X 2.5 2.5 0 %100 601 P51-6 X 2.5 2.5 0 %100 602 P54-7 X 2.5 2.5 0 %100 603 P54-8 X 2.5 2.5 0 %100 604 P53-7 X 2.5 2.5 0 %100 605 P53-8 X 2.5 2.5 0 %100 606 P54-3 X 2.5 2.5 0 %100 607 P53-3 X 2.5 2.5 0 %100 608 P54-2 X 2.5 2.5 0 %100 609 P54-6 X 2.5 2.5 0 %100 610 P53-5 X 2.5 2.5 0 %100 611 P54-5 X 2.5 2.5 0 %100 612 P53-6 X 2.5 2.5 0 %100 MemberDistributedLoads(BLC11:Ez) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P8-13 Z 2.7 2.7 0 %100 2 P42-6 Z 2.7 2.7 0 %100 3 P47-1 Z 2.7 2.7 0 %100 4 P27-6 Z 2.7 2.7 0 %100 5 P39-2 Z 2.7 2.7 0 %100 6 P8-2 Z 2.7 2.7 0 %100 7 P28-3 Z 2.7 2.7 0 %100 8 P24-10 Z 2.7 2.7 0 %100 9 P15-8 Z 2.7 2.7 0 %100 10 P37-10 Z 2.7 2.7 0 %100 11 P28-1 Z 2.7 2.7 0 %100 12 P52-3 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page129 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 13 P35-10 Z 2.7 2.7 0 %100 14 P9-14 Z 2.7 2.7 0 %100 15 P28-9 Z 2.7 2.7 0 %100 16 P22-8 Z 2.7 2.7 0 %100 17 P12-4 Z 2.7 2.7 0 %100 18 P49-8 Z 2.7 2.7 0 %100 19 P31-2 Z 2.7 2.7 0 %100 20 P24-1 Z 2.7 2.7 0 %100 21 P16-7 Z 2.7 2.7 0 %100 22 P11-10 Z 2.7 2.7 0 %100 23 P14-3 Z 2.7 2.7 0 %100 24 P23-6 Z 2.7 2.7 0 %100 25 P12-9 Z 2.7 2.7 0 %100 26 P10-2 Z 2.7 2.7 0 %100 27 P30-3 Z 2.7 2.7 0 %100 28 P24-8 Z 2.7 2.7 0 %100 29 P34-4 Z 2.7 2.7 0 %100 30 P8-14 Z 2.7 2.7 0 %100 31 P14-5 Z 2.7 2.7 0 %100 32 P7-3 Z 2.7 2.7 0 %100 33 P51-4 Z 2.7 2.7 0 %100 34 P6-7 Z 2.7 2.7 0 %100 35 P54-9 Z 2.7 2.7 0 %100 36 P20-3 Z 2.7 2.7 0 %100 37 P42-10 Z 2.7 2.7 0 %100 38 P14-11 Z 2.7 2.7 0 %100 39 P18-13 Z 2.7 2.7 0 %100 40 P50-2 Z 2.7 2.7 0 %100 41 P50-4 Z 2.7 2.7 0 %100 42 P53-9 Z 2.7 2.7 0 %100 43 P51-9 Z 2.7 2.7 0 %100 44 P50-8 Z 2.7 2.7 0 %100 45 P1-2 Z 2.7 2.7 0 %100 46 P45-1 Z 2.7 2.7 0 %100 47 P46-4 Z 2.7 2.7 0 %100 48 P15-3 Z 2.7 2.7 0 %100 49 P28-10 Z 2.7 2.7 0 %100 50 P41-1 Z 2.7 2.7 0 %100 51 P12-10 Z 2.7 2.7 0 %100 52 P28-8 Z 2.7 2.7 0 %100 53 P4-13 Z 2.7 2.7 0 %100 54 P23-11 Z 2.7 2.7 0 %100 55 P19-9 Z 2.7 2.7 0 %100 56 P22-7 Z 2.7 2.7 0 %100 57 P13-5 Z 2.7 2.7 0 %100 58 P14-4 Z 2.7 2.7 0 %100 59 P30-10 Z 2.7 2.7 0 %100 60 P5-1 Z 2.7 2.7 0 %100 61 P20-10 Z 2.7 2.7 0 %100 62 P18-1 Z 2.7 2.7 0 %100 63 P11-2 Z 2.7 2.7 0 %100 64 P40-10 Z 2.7 2.7 0 %100 65 P35-3 Z 2.7 2.7 0 %100 66 P10-7 Z 2.7 2.7 0 %100 67 P17-9 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page130 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 68 P14-2 Z 2.7 2.7 0 %100 69 P10-12 Z 2.7 2.7 0 %100 70 P11-5 Z 2.7 2.7 0 %100 71 P36-6 Z 2.7 2.7 0 %100 72 P10-4 Z 2.7 2.7 0 %100 73 P2-9 Z 2.7 2.7 0 %100 74 P17-2 Z 2.7 2.7 0 %100 75 P50-6 Z 2.7 2.7 0 %100 76 P33-7 Z 2.7 2.7 0 %100 77 P40-5 Z 2.7 2.7 0 %100 78 P22-3 Z 2.7 2.7 0 %100 79 P15-1 Z 2.7 2.7 0 %100 80 P29-7 Z 2.7 2.7 0 %100 81 P23-2 Z 2.7 2.7 0 %100 82 P47-4 Z 2.7 2.7 0 %100 83 P9-3 Z 2.7 2.7 0 %100 84 P27-7 Z 2.7 2.7 0 %100 85 P12-13 Z 2.7 2.7 0 %100 86 P37-6 Z 2.7 2.7 0 %100 87 P8-11 Z 2.7 2.7 0 %100 88 P31-3 Z 2.7 2.7 0 %100 89 P26-9 Z 2.7 2.7 0 %100 90 P16-11 Z 2.7 2.7 0 %100 91 P27-1 Z 2.7 2.7 0 %100 92 P27-2 Z 2.7 2.7 0 %100 93 P17-4 Z 2.7 2.7 0 %100 94 P4-12 Z 2.7 2.7 0 %100 95 P41-7 Z 2.7 2.7 0 %100 96 P5-4 Z 2.7 2.7 0 %100 97 P27-3 Z 2.7 2.7 0 %100 98 P12-12 Z 2.7 2.7 0 %100 99 P27-4 Z 2.7 2.7 0 %100 100 P27-5 Z 2.7 2.7 0 %100 101 P14-12 Z 2.7 2.7 0 %100 102 P27-8 Z 2.7 2.7 0 %100 103 P6-4 Z 2.7 2.7 0 %100 104 P27-9 Z 2.7 2.7 0 %100 105 P27-10 Z 2.7 2.7 0 %100 106 P7-2 Z 2.7 2.7 0 %100 107 P1-9 Z 2.7 2.7 0 %100 108 P28-2 Z 2.7 2.7 0 %100 109 P2-3 Z 2.7 2.7 0 %100 110 P28-4 Z 2.7 2.7 0 %100 111 P30-6 Z 2.7 2.7 0 %100 112 P28-5 Z 2.7 2.7 0 %100 113 P15-5 Z 2.7 2.7 0 %100 114 P52-7 Z 2.7 2.7 0 %100 115 P28-6 Z 2.7 2.7 0 %100 116 P28-7 Z 2.7 2.7 0 %100 117 P30-4 Z 2.7 2.7 0 %100 118 P26-6 Z 2.7 2.7 0 %100 119 P25-1 Z 2.7 2.7 0 %100 120 P44-9 Z 2.7 2.7 0 %100 121 P26-4 Z 2.7 2.7 0 %100 122 P17-7 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page131 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 123 P26-1 Z 2.7 2.7 0 %100 124 P15-14 Z 2.7 2.7 0 %100 125 P25-2 Z 2.7 2.7 0 %100 126 P18-11 Z 2.7 2.7 0 %100 127 P21-1 Z 2.7 2.7 0 %100 128 P26-2 Z 2.7 2.7 0 %100 129 P16-3 Z 2.7 2.7 0 %100 130 P15-4 Z 2.7 2.7 0 %100 131 P9-8 Z 2.7 2.7 0 %100 132 P25-3 Z 2.7 2.7 0 %100 133 P52-8 Z 2.7 2.7 0 %100 134 P37-5 Z 2.7 2.7 0 %100 135 P26-3 Z 2.7 2.7 0 %100 136 P19-8 Z 2.7 2.7 0 %100 137 P46-6 Z 2.7 2.7 0 %100 138 P25-4 Z 2.7 2.7 0 %100 139 P25-5 Z 2.7 2.7 0 %100 140 P7-12 Z 2.7 2.7 0 %100 141 P29-6 Z 2.7 2.7 0 %100 142 P17-3 Z 2.7 2.7 0 %100 143 P26-5 Z 2.7 2.7 0 %100 144 P25-6 Z 2.7 2.7 0 %100 145 P4-6 Z 2.7 2.7 0 %100 146 P25-7 Z 2.7 2.7 0 %100 147 P26-7 Z 2.7 2.7 0 %100 148 P29-9 Z 2.7 2.7 0 %100 149 P25-8 Z 2.7 2.7 0 %100 150 P13-12 Z 2.7 2.7 0 %100 151 P26-8 Z 2.7 2.7 0 %100 152 P25-9 Z 2.7 2.7 0 %100 153 P32-4 Z 2.7 2.7 0 %100 154 P25-10 Z 2.7 2.7 0 %100 155 P2-7 Z 2.7 2.7 0 %100 156 P8-12 Z 2.7 2.7 0 %100 157 P26-10 Z 2.7 2.7 0 %100 158 P29-1 Z 2.7 2.7 0 %100 159 P3-4 Z 2.7 2.7 0 %100 160 P2-6 Z 2.7 2.7 0 %100 161 P30-9 Z 2.7 2.7 0 %100 162 P30-1 Z 2.7 2.7 0 %100 163 P29-2 Z 2.7 2.7 0 %100 164 P30-2 Z 2.7 2.7 0 %100 165 P15-7 Z 2.7 2.7 0 %100 166 P29-3 Z 2.7 2.7 0 %100 167 P3-2 Z 2.7 2.7 0 %100 168 P53-2 Z 2.7 2.7 0 %100 169 P43-1 Z 2.7 2.7 0 %100 170 P29-4 Z 2.7 2.7 0 %100 171 P39-1 Z 2.7 2.7 0 %100 172 P23-12 Z 2.7 2.7 0 %100 173 P29-5 Z 2.7 2.7 0 %100 174 P30-5 Z 2.7 2.7 0 %100 175 P38-1 Z 2.7 2.7 0 %100 176 P17-8 Z 2.7 2.7 0 %100 177 P40-3 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page132 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 178 P30-7 Z 2.7 2.7 0 %100 179 P29-8 Z 2.7 2.7 0 %100 180 P30-8 Z 2.7 2.7 0 %100 181 P29-10 Z 2.7 2.7 0 %100 182 P2-11 Z 2.7 2.7 0 %100 183 P24-7 Z 2.7 2.7 0 %100 184 P13-6 Z 2.7 2.7 0 %100 185 P23-8 Z 2.7 2.7 0 %100 186 P45-4 Z 2.7 2.7 0 %100 187 P21-3 Z 2.7 2.7 0 %100 188 P7-11 Z 2.7 2.7 0 %100 189 P24-9 Z 2.7 2.7 0 %100 190 P1-7 Z 2.7 2.7 0 %100 191 P24-11 Z 2.7 2.7 0 %100 192 P10-1 Z 2.7 2.7 0 %100 193 P23-9 Z 2.7 2.7 0 %100 194 P24-12 Z 2.7 2.7 0 %100 195 P18-7 Z 2.7 2.7 0 %100 196 P24-6 Z 2.7 2.7 0 %100 197 P23-1 Z 2.7 2.7 0 %100 198 P24-4 Z 2.7 2.7 0 %100 199 P24-2 Z 2.7 2.7 0 %100 200 P39-3 Z 2.7 2.7 0 %100 201 P23-3 Z 2.7 2.7 0 %100 202 P11-9 Z 2.7 2.7 0 %100 203 P34-6 Z 2.7 2.7 0 %100 204 P24-3 Z 2.7 2.7 0 %100 205 P23-4 Z 2.7 2.7 0 %100 206 P23-5 Z 2.7 2.7 0 %100 207 P24-5 Z 2.7 2.7 0 %100 208 P24-13 Z 2.7 2.7 0 %100 209 P23-7 Z 2.7 2.7 0 %100 210 P23-10 Z 2.7 2.7 0 %100 211 P23-13 Z 2.7 2.7 0 %100 212 P31-8 Z 2.7 2.7 0 %100 213 P19-12 Z 2.7 2.7 0 %100 214 P21-8 Z 2.7 2.7 0 %100 215 P22-5 Z 2.7 2.7 0 %100 216 P11-8 Z 2.7 2.7 0 %100 217 P21-13 Z 2.7 2.7 0 %100 218 P10-8 Z 2.7 2.7 0 %100 219 P22-10 Z 2.7 2.7 0 %100 220 P22-4 Z 2.7 2.7 0 %100 221 P16-8 Z 2.7 2.7 0 %100 222 P5-2 Z 2.7 2.7 0 %100 223 P21-11 Z 2.7 2.7 0 %100 224 P21-2 Z 2.7 2.7 0 %100 225 P19-7 Z 2.7 2.7 0 %100 226 P22-9 Z 2.7 2.7 0 %100 227 P22-11 Z 2.7 2.7 0 %100 228 P21-9 Z 2.7 2.7 0 %100 229 P20-2 Z 2.7 2.7 0 %100 230 P33-2 Z 2.7 2.7 0 %100 231 P22-12 Z 2.7 2.7 0 %100 232 P32-5 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page133 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 233 P22-6 Z 2.7 2.7 0 %100 234 P22-1 Z 2.7 2.7 0 %100 235 P22-2 Z 2.7 2.7 0 %100 236 P21-4 Z 2.7 2.7 0 %100 237 P44-8 Z 2.7 2.7 0 %100 238 P21-5 Z 2.7 2.7 0 %100 239 P19-13 Z 2.7 2.7 0 %100 240 P21-6 Z 2.7 2.7 0 %100 241 P21-7 Z 2.7 2.7 0 %100 242 P12-14 Z 2.7 2.7 0 %100 243 P44-1 Z 2.7 2.7 0 %100 244 P21-10 Z 2.7 2.7 0 %100 245 P4-2 Z 2.7 2.7 0 %100 246 P21-12 Z 2.7 2.7 0 %100 247 P22-13 Z 2.7 2.7 0 %100 248 P7-13 Z 2.7 2.7 0 %100 249 P20-5 Z 2.7 2.7 0 %100 250 P11-1 Z 2.7 2.7 0 %100 251 P20-9 Z 2.7 2.7 0 %100 252 P11-12 Z 2.7 2.7 0 %100 253 P9-10 Z 2.7 2.7 0 %100 254 P44-6 Z 2.7 2.7 0 %100 255 P19-4 Z 2.7 2.7 0 %100 256 P48-6 Z 2.7 2.7 0 %100 257 P19-2 Z 2.7 2.7 0 %100 258 P20-4 Z 2.7 2.7 0 %100 259 P12-2 Z 2.7 2.7 0 %100 260 P19-1 Z 2.7 2.7 0 %100 261 P20-1 Z 2.7 2.7 0 %100 262 P3-11 Z 2.7 2.7 0 %100 263 P19-11 Z 2.7 2.7 0 %100 264 P38-4 Z 2.7 2.7 0 %100 265 P20-7 Z 2.7 2.7 0 %100 266 P20-11 Z 2.7 2.7 0 %100 267 P9-1 Z 2.7 2.7 0 %100 268 P39-10 Z 2.7 2.7 0 %100 269 P10-6 Z 2.7 2.7 0 %100 270 P20-12 Z 2.7 2.7 0 %100 271 P35-6 Z 2.7 2.7 0 %100 272 P20-6 Z 2.7 2.7 0 %100 273 P19-3 Z 2.7 2.7 0 %100 274 P17-11 Z 2.7 2.7 0 %100 275 P19-5 Z 2.7 2.7 0 %100 276 P19-6 Z 2.7 2.7 0 %100 277 P2-5 Z 2.7 2.7 0 %100 278 P47-6 Z 2.7 2.7 0 %100 279 P20-8 Z 2.7 2.7 0 %100 280 P19-10 Z 2.7 2.7 0 %100 281 P4-5 Z 2.7 2.7 0 %100 282 P20-13 Z 2.7 2.7 0 %100 283 P8-8 Z 2.7 2.7 0 %100 284 P17-12 Z 2.7 2.7 0 %100 285 P17-10 Z 2.7 2.7 0 %100 286 P17-6 Z 2.7 2.7 0 %100 287 P17-5 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page134 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 288 P17-13 Z 2.7 2.7 0 %100 289 P18-9 Z 2.7 2.7 0 %100 290 P6-12 Z 2.7 2.7 0 %100 291 P43-6 Z 2.7 2.7 0 %100 292 P18-6 Z 2.7 2.7 0 %100 293 P5-8 Z 2.7 2.7 0 %100 294 P17-1 Z 2.7 2.7 0 %100 295 P18-5 Z 2.7 2.7 0 %100 296 P15-2 Z 2.7 2.7 0 %100 297 P18-10 Z 2.7 2.7 0 %100 298 P18-2 Z 2.7 2.7 0 %100 299 P18-4 Z 2.7 2.7 0 %100 300 P18-12 Z 2.7 2.7 0 %100 301 P8-7 Z 2.7 2.7 0 %100 302 P41-4 Z 2.7 2.7 0 %100 303 P33-9 Z 2.7 2.7 0 %100 304 P18-3 Z 2.7 2.7 0 %100 305 P8-4 Z 2.7 2.7 0 %100 306 P54-4 Z 2.7 2.7 0 %100 307 P34-9 Z 2.7 2.7 0 %100 308 P18-8 Z 2.7 2.7 0 %100 309 P15-12 Z 2.7 2.7 0 %100 310 P14-6 Z 2.7 2.7 0 %100 311 P48-1 Z 2.7 2.7 0 %100 312 P47-9 Z 2.7 2.7 0 %100 313 P16-13 Z 2.7 2.7 0 %100 314 P16-1 Z 2.7 2.7 0 %100 315 P4-8 Z 2.7 2.7 0 %100 316 P16-12 Z 2.7 2.7 0 %100 317 P42-3 Z 2.7 2.7 0 %100 318 P16-9 Z 2.7 2.7 0 %100 319 P15-10 Z 2.7 2.7 0 %100 320 P2-4 Z 2.7 2.7 0 %100 321 P15-6 Z 2.7 2.7 0 %100 322 P15-13 Z 2.7 2.7 0 %100 323 P16-6 Z 2.7 2.7 0 %100 324 P39-6 Z 2.7 2.7 0 %100 325 P32-2 Z 2.7 2.7 0 %100 326 P16-5 Z 2.7 2.7 0 %100 327 P35-5 Z 2.7 2.7 0 %100 328 P16-10 Z 2.7 2.7 0 %100 329 P16-2 Z 2.7 2.7 0 %100 330 P16-4 Z 2.7 2.7 0 %100 331 P8-3 Z 2.7 2.7 0 %100 332 P15-11 Z 2.7 2.7 0 %100 333 P15-9 Z 2.7 2.7 0 %100 334 P13-1 Z 2.7 2.7 0 %100 335 P3-13 Z 2.7 2.7 0 %100 336 P13-7 Z 2.7 2.7 0 %100 337 P13-9 Z 2.7 2.7 0 %100 338 P11-14 Z 2.7 2.7 0 %100 339 P13-10 Z 2.7 2.7 0 %100 340 P5-14 Z 2.7 2.7 0 %100 341 P14-13 Z 2.7 2.7 0 %100 342 P14-1 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page135 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 343 P13-4 Z 2.7 2.7 0 %100 344 P7-4 Z 2.7 2.7 0 %100 345 P44-4 Z 2.7 2.7 0 %100 346 P14-7 Z 2.7 2.7 0 %100 347 P14-9 Z 2.7 2.7 0 %100 348 P13-2 Z 2.7 2.7 0 %100 349 P13-13 Z 2.7 2.7 0 %100 350 P47-2 Z 2.7 2.7 0 %100 351 P13-11 Z 2.7 2.7 0 %100 352 P14-10 Z 2.7 2.7 0 %100 353 P37-7 Z 2.7 2.7 0 %100 354 P13-8 Z 2.7 2.7 0 %100 355 P13-3 Z 2.7 2.7 0 %100 356 P4-3 Z 2.7 2.7 0 %100 357 P14-8 Z 2.7 2.7 0 %100 358 P11-7 Z 2.7 2.7 0 %100 359 P11-6 Z 2.7 2.7 0 %100 360 P10-14 Z 2.7 2.7 0 %100 361 P11-3 Z 2.7 2.7 0 %100 362 P6-9 Z 2.7 2.7 0 %100 363 P12-11 Z 2.7 2.7 0 %100 364 P12-1 Z 2.7 2.7 0 %100 365 P11-4 Z 2.7 2.7 0 %100 366 P43-9 Z 2.7 2.7 0 %100 367 P12-6 Z 2.7 2.7 0 %100 368 P12-3 Z 2.7 2.7 0 %100 369 P12-5 Z 2.7 2.7 0 %100 370 P7-7 Z 2.7 2.7 0 %100 371 P12-7 Z 2.7 2.7 0 %100 372 P35-4 Z 2.7 2.7 0 %100 373 P11-13 Z 2.7 2.7 0 %100 374 P32-9 Z 2.7 2.7 0 %100 375 P11-11 Z 2.7 2.7 0 %100 376 P12-8 Z 2.7 2.7 0 %100 377 P3-12 Z 2.7 2.7 0 %100 378 P10-13 Z 2.7 2.7 0 %100 379 P9-5 Z 2.7 2.7 0 %100 380 P9-9 Z 2.7 2.7 0 %100 381 P9-11 Z 2.7 2.7 0 %100 382 P49-9 Z 2.7 2.7 0 %100 383 P10-9 Z 2.7 2.7 0 %100 384 P10-10 Z 2.7 2.7 0 %100 385 P31-4 Z 2.7 2.7 0 %100 386 P48-7 Z 2.7 2.7 0 %100 387 P9-7 Z 2.7 2.7 0 %100 388 P10-3 Z 2.7 2.7 0 %100 389 P9-6 Z 2.7 2.7 0 %100 390 P17-14 Z 2.7 2.7 0 %100 391 P47-5 Z 2.7 2.7 0 %100 392 P10-11 Z 2.7 2.7 0 %100 393 P9-4 Z 2.7 2.7 0 %100 394 P10-5 Z 2.7 2.7 0 %100 395 P33-4 Z 2.7 2.7 0 %100 396 P9-12 Z 2.7 2.7 0 %100 397 P9-2 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page136 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 398 P7-5 Z 2.7 2.7 0 %100 399 P9-13 Z 2.7 2.7 0 %100 400 P51-2 Z 2.7 2.7 0 %100 401 P7-9 Z 2.7 2.7 0 %100 402 P50-1 Z 2.7 2.7 0 %100 403 P48-2 Z 2.7 2.7 0 %100 404 P8-6 Z 2.7 2.7 0 %100 405 P8-9 Z 2.7 2.7 0 %100 406 P7-8 Z 2.7 2.7 0 %100 407 P1-8 Z 2.7 2.7 0 %100 408 P40-2 Z 2.7 2.7 0 %100 409 P40-8 Z 2.7 2.7 0 %100 410 P8-5 Z 2.7 2.7 0 %100 411 P8-10 Z 2.7 2.7 0 %100 412 P7-6 Z 2.7 2.7 0 %100 413 P52-2 Z 2.7 2.7 0 %100 414 P7-1 Z 2.7 2.7 0 %100 415 P8-1 Z 2.7 2.7 0 %100 416 P7-10 Z 2.7 2.7 0 %100 417 P39-8 Z 2.7 2.7 0 %100 418 P6-1 Z 2.7 2.7 0 %100 419 P32-8 Z 2.7 2.7 0 %100 420 P40-1 Z 2.7 2.7 0 %100 421 P5-5 Z 2.7 2.7 0 %100 422 P19-14 Z 2.7 2.7 0 %100 423 P6-6 Z 2.7 2.7 0 %100 424 P5-6 Z 2.7 2.7 0 %100 425 P6-10 Z 2.7 2.7 0 %100 426 P38-9 Z 2.7 2.7 0 %100 427 P5-7 Z 2.7 2.7 0 %100 428 P5-11 Z 2.7 2.7 0 %100 429 P51-8 Z 2.7 2.7 0 %100 430 P5-9 Z 2.7 2.7 0 %100 431 P5-10 Z 2.7 2.7 0 %100 432 P6-2 Z 2.7 2.7 0 %100 433 P2-10 Z 2.7 2.7 0 %100 434 P38-2 Z 2.7 2.7 0 %100 435 P6-13 Z 2.7 2.7 0 %100 436 P32-7 Z 2.7 2.7 0 %100 437 P6-3 Z 2.7 2.7 0 %100 438 P6-5 Z 2.7 2.7 0 %100 439 P5-12 Z 2.7 2.7 0 %100 440 P5-3 Z 2.7 2.7 0 %100 441 P31-10 Z 2.7 2.7 0 %100 442 P6-11 Z 2.7 2.7 0 %100 443 P6-14 Z 2.7 2.7 0 %100 444 P31-9 Z 2.7 2.7 0 %100 445 P5-13 Z 2.7 2.7 0 %100 446 P6-8 Z 2.7 2.7 0 %100 447 P47-7 Z 2.7 2.7 0 %100 448 P3-10 Z 2.7 2.7 0 %100 449 P3-9 Z 2.7 2.7 0 %100 450 P4-10 Z 2.7 2.7 0 %100 451 P4-4 Z 2.7 2.7 0 %100 452 P31-7 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page137 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 453 P3-5 Z 2.7 2.7 0 %100 454 P4-7 Z 2.7 2.7 0 %100 455 P3-6 Z 2.7 2.7 0 %100 456 P3-7 Z 2.7 2.7 0 %100 457 P31-5 Z 2.7 2.7 0 %100 458 P40-4 Z 2.7 2.7 0 %100 459 P4-9 Z 2.7 2.7 0 %100 460 P14-14 Z 2.7 2.7 0 %100 461 P3-8 Z 2.7 2.7 0 %100 462 P4-11 Z 2.7 2.7 0 %100 463 P3-3 Z 2.7 2.7 0 %100 464 P23-14 Z 2.7 2.7 0 %100 465 P36-4 Z 2.7 2.7 0 %100 466 P18-14 Z 2.7 2.7 0 %100 467 P24-14 Z 2.7 2.7 0 %100 468 P21-14 Z 2.7 2.7 0 %100 469 P39-4 Z 2.7 2.7 0 %100 470 P22-14 Z 2.7 2.7 0 %100 471 P20-14 Z 2.7 2.7 0 %100 472 P16-14 Z 2.7 2.7 0 %100 473 P33-1 Z 2.7 2.7 0 %100 474 P13-14 Z 2.7 2.7 0 %100 475 P1-4 Z 2.7 2.7 0 %100 476 P7-14 Z 2.7 2.7 0 %100 477 P1-12 Z 2.7 2.7 0 %100 478 P41-2 Z 2.7 2.7 0 %100 479 P1-3 Z 2.7 2.7 0 %100 480 P39-9 Z 2.7 2.7 0 %100 481 P1-5 Z 2.7 2.7 0 %100 482 P2-12 Z 2.7 2.7 0 %100 483 P46-5 Z 2.7 2.7 0 %100 484 P1-6 Z 2.7 2.7 0 %100 485 P2-2 Z 2.7 2.7 0 %100 486 P1-11 Z 2.7 2.7 0 %100 487 P31-1 Z 2.7 2.7 0 %100 488 P34-7 Z 2.7 2.7 0 %100 489 P1-10 Z 2.7 2.7 0 %100 490 P2-8 Z 2.7 2.7 0 %100 491 P1-13 Z 2.7 2.7 0 %100 492 P2-13 Z 2.7 2.7 0 %100 493 P52-6 Z 2.7 2.7 0 %100 494 P32-6 Z 2.7 2.7 0 %100 495 P32-3 Z 2.7 2.7 0 %100 496 P32-1 Z 2.7 2.7 0 %100 497 P34-3 Z 2.7 2.7 0 %100 498 P31-6 Z 2.7 2.7 0 %100 499 P32-10 Z 2.7 2.7 0 %100 500 P40-9 Z 2.7 2.7 0 %100 501 P33-8 Z 2.7 2.7 0 %100 502 P34-8 Z 2.7 2.7 0 %100 503 P46-8 Z 2.7 2.7 0 %100 504 P33-10 Z 2.7 2.7 0 %100 505 P34-5 Z 2.7 2.7 0 %100 506 P34-1 Z 2.7 2.7 0 %100 507 P33-6 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page138 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 508 P33-5 Z 2.7 2.7 0 %100 509 P34-2 Z 2.7 2.7 0 %100 510 P33-3 Z 2.7 2.7 0 %100 511 P34-10 Z 2.7 2.7 0 %100 512 P36-10 Z 2.7 2.7 0 %100 513 P36-7 Z 2.7 2.7 0 %100 514 P36-3 Z 2.7 2.7 0 %100 515 P35-8 Z 2.7 2.7 0 %100 516 P36-5 Z 2.7 2.7 0 %100 517 P36-8 Z 2.7 2.7 0 %100 518 P40-7 Z 2.7 2.7 0 %100 519 P35-9 Z 2.7 2.7 0 %100 520 P35-1 Z 2.7 2.7 0 %100 521 P36-1 Z 2.7 2.7 0 %100 522 P51-5 Z 2.7 2.7 0 %100 523 P46-7 Z 2.7 2.7 0 %100 524 P36-9 Z 2.7 2.7 0 %100 525 P35-2 Z 2.7 2.7 0 %100 526 P36-2 Z 2.7 2.7 0 %100 527 P35-7 Z 2.7 2.7 0 %100 528 P38-8 Z 2.7 2.7 0 %100 529 P37-4 Z 2.7 2.7 0 %100 530 P38-10 Z 2.7 2.7 0 %100 531 P38-7 Z 2.7 2.7 0 %100 532 P38-3 Z 2.7 2.7 0 %100 533 P37-8 Z 2.7 2.7 0 %100 534 P38-5 Z 2.7 2.7 0 %100 535 P37-9 Z 2.7 2.7 0 %100 536 P37-1 Z 2.7 2.7 0 %100 537 P38-6 Z 2.7 2.7 0 %100 538 P37-2 Z 2.7 2.7 0 %100 539 P37-3 Z 2.7 2.7 0 %100 540 P39-5 Z 2.7 2.7 0 %100 541 P39-7 Z 2.7 2.7 0 %100 542 P40-6 Z 2.7 2.7 0 %100 543 P41-3 Z 2.7 2.7 0 %100 544 P42-1 Z 2.7 2.7 0 %100 545 P41-9 Z 2.7 2.7 0 %100 546 P41-10 Z 2.7 2.7 0 %100 547 P42-8 Z 2.7 2.7 0 %100 548 P42-4 Z 2.7 2.7 0 %100 549 P41-6 Z 2.7 2.7 0 %100 550 P41-5 Z 2.7 2.7 0 %100 551 P42-9 Z 2.7 2.7 0 %100 552 P42-7 Z 2.7 2.7 0 %100 553 P41-8 Z 2.7 2.7 0 %100 554 P42-5 Z 2.7 2.7 0 %100 555 P42-2 Z 2.7 2.7 0 %100 556 P43-2 Z 2.7 2.7 0 %100 557 P44-3 Z 2.7 2.7 0 %100 558 P43-4 Z 2.7 2.7 0 %100 559 P48-3 Z 2.7 2.7 0 %100 560 P44-5 Z 2.7 2.7 0 %100 561 P43-3 Z 2.7 2.7 0 %100 562 P43-5 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page139 MemberDistributedLoads(BLC11:Ez)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 563 P43-7 Z 2.7 2.7 0 %100 564 P44-7 Z 2.7 2.7 0 %100 565 P43-8 Z 2.7 2.7 0 %100 566 P44-2 Z 2.7 2.7 0 %100 567 P45-3 Z 2.7 2.7 0 %100 568 P45-5 Z 2.7 2.7 0 %100 569 P45-8 Z 2.7 2.7 0 %100 570 P46-2 Z 2.7 2.7 0 %100 571 P46-9 Z 2.7 2.7 0 %100 572 P45-7 Z 2.7 2.7 0 %100 573 P45-2 Z 2.7 2.7 0 %100 574 P46-3 Z 2.7 2.7 0 %100 575 P46-1 Z 2.7 2.7 0 %100 576 P45-9 Z 2.7 2.7 0 %100 577 P45-6 Z 2.7 2.7 0 %100 578 P47-8 Z 2.7 2.7 0 %100 579 P48-8 Z 2.7 2.7 0 %100 580 P47-3 Z 2.7 2.7 0 %100 581 P48-9 Z 2.7 2.7 0 %100 582 P48-4 Z 2.7 2.7 0 %100 583 P48-5 Z 2.7 2.7 0 %100 584 P50-5 Z 2.7 2.7 0 %100 585 P50-7 Z 2.7 2.7 0 %100 586 P50-9 Z 2.7 2.7 0 %100 587 P49-5 Z 2.7 2.7 0 %100 588 P49-1 Z 2.7 2.7 0 %100 589 P50-3 Z 2.7 2.7 0 %100 590 P49-3 Z 2.7 2.7 0 %100 591 P49-4 Z 2.7 2.7 0 %100 592 P53-4 Z 2.7 2.7 0 %100 593 P49-7 Z 2.7 2.7 0 %100 594 P49-2 Z 2.7 2.7 0 %100 595 P49-6 Z 2.7 2.7 0 %100 596 P51-7 Z 2.7 2.7 0 %100 597 P52-4 Z 2.7 2.7 0 %100 598 P52-5 Z 2.7 2.7 0 %100 599 P52-9 Z 2.7 2.7 0 %100 600 P51-3 Z 2.7 2.7 0 %100 601 P51-6 Z 2.7 2.7 0 %100 602 P54-7 Z 2.7 2.7 0 %100 603 P54-8 Z 2.7 2.7 0 %100 604 P53-7 Z 2.7 2.7 0 %100 605 P53-8 Z 2.7 2.7 0 %100 606 P54-3 Z 2.7 2.7 0 %100 607 P53-3 Z 2.7 2.7 0 %100 608 P54-2 Z 2.7 2.7 0 %100 609 P54-6 Z 2.7 2.7 0 %100 610 P53-5 Z 2.7 2.7 0 %100 611 P54-5 Z 2.7 2.7 0 %100 612 P53-6 Z 2.7 2.7 0 %100 MemberDistributedLoads(BLC12:Wend,up) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P36-2 y 74.5 74.5 0 %100 2 P27-2 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page140 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 3 P42-2 y 74.5 74.5 0 %100 4 P39-2 y 74.5 74.5 0 %100 5 P19-2 y 74.5 74.5 0 %100 6 P39-1 y 74.5 74.5 0 %100 7 P50-1 y 74.5 74.5 0 %100 8 P11-2 y 74.5 74.5 0 %100 9 P24-1 y 74.5 74.5 0 %100 10 P1-2 y 74.5 74.5 0 %100 11 P20-1 y 74.5 74.5 0 %100 12 P49-1 y 74.5 74.5 0 %100 13 P45-1 y 74.5 74.5 0 %100 14 P16-2 y 74.5 74.5 0 %100 15 P20-2 y 74.5 74.5 0 %100 16 P6-2 y 74.5 74.5 0 %100 17 P28-1 y 74.5 74.5 0 %100 18 P29-2 y 74.5 74.5 0 %100 19 P21-2 y 74.5 74.5 0 %100 20 P22-2 y 74.5 74.5 0 %100 21 P42-1 y 74.5 74.5 0 %100 22 P34-2 y 74.5 74.5 0 %100 23 P45-2 y 74.5 74.5 0 %100 24 P27-1 y 74.5 74.5 0 %100 25 P28-2 y 74.5 74.5 0 %100 26 P13-1 y 74.5 74.5 0 %100 27 P18-1 y 74.5 74.5 0 %100 28 P37-2 y 74.5 74.5 0 %100 29 P34-1 y 74.5 74.5 0 %100 30 P25-1 y 74.5 74.5 0 %100 31 P11-1 y 74.5 74.5 0 %100 32 P26-1 y 74.5 74.5 0 %100 33 P25-2 y 74.5 74.5 0 %100 34 P26-2 y 74.5 74.5 0 %100 35 P14-1 y 74.5 74.5 0 %100 36 P18-2 y 74.5 74.5 0 %100 37 P29-1 y 74.5 74.5 0 %100 38 P30-1 y 74.5 74.5 0 %100 39 P30-2 y 74.5 74.5 0 %100 40 P38-1 y 74.5 74.5 0 %100 41 P16-1 y 74.5 74.5 0 %100 42 P22-1 y 74.5 74.5 0 %100 43 P23-2 y 74.5 74.5 0 %100 44 P8-2 y 74.5 74.5 0 %100 45 P23-1 y 74.5 74.5 0 %100 46 P24-2 y 74.5 74.5 0 %100 47 P33-1 y 74.5 74.5 0 %100 48 P21-1 y 74.5 74.5 0 %100 49 P19-1 y 74.5 74.5 0 %100 50 P7-1 y 74.5 74.5 0 %100 51 P17-1 y 74.5 74.5 0 %100 52 P17-2 y 74.5 74.5 0 %100 53 P15-2 y 74.5 74.5 0 %100 54 P15-1 y 74.5 74.5 0 %100 55 P14-2 y 74.5 74.5 0 %100 56 P10-1 y 74.5 74.5 0 %100 57 P13-2 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page141 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 58 P12-1 y 74.5 74.5 0 %100 59 P12-2 y 74.5 74.5 0 %100 60 P46-1 y 74.5 74.5 0 %100 61 P9-1 y 74.5 74.5 0 %100 62 P10-2 y 74.5 74.5 0 %100 63 P9-2 y 74.5 74.5 0 %100 64 P6-1 y 74.5 74.5 0 %100 65 P8-1 y 74.5 74.5 0 %100 66 P7-2 y 74.5 74.5 0 %100 67 P2-2 y 74.5 74.5 0 %100 68 P5-1 y 74.5 74.5 0 %100 69 P5-2 y 74.5 74.5 0 %100 70 P3-2 y 74.5 74.5 0 %100 71 P4-2 y 74.5 74.5 0 %100 72 P31-1 y 74.5 74.5 0 %100 73 P32-1 y 74.5 74.5 0 %100 74 P31-2 y 74.5 74.5 0 %100 75 P32-2 y 74.5 74.5 0 %100 76 P33-2 y 74.5 74.5 0 %100 77 P35-1 y 74.5 74.5 0 %100 78 P36-1 y 74.5 74.5 0 %100 79 P38-2 y 74.5 74.5 0 %100 80 P35-2 y 74.5 74.5 0 %100 81 P37-1 y 74.5 74.5 0 %100 82 P40-1 y 74.5 74.5 0 %100 83 P40-2 y 74.5 74.5 0 %100 84 P41-2 y 74.5 74.5 0 %100 85 P41-1 y 74.5 74.5 0 %100 86 P43-2 y 74.5 74.5 0 %100 87 P44-1 y 74.5 74.5 0 %100 88 P43-1 y 74.5 74.5 0 %100 89 P44-2 y 74.5 74.5 0 %100 90 P46-2 y 74.5 74.5 0 %100 91 P47-1 y 74.5 74.5 0 %100 92 P48-1 y 74.5 74.5 0 %100 93 P48-2 y 74.5 74.5 0 %100 94 P47-2 y 74.5 74.5 0 %100 95 P50-2 y 74.5 74.5 0 %100 96 P49-2 y 74.5 74.5 0 %100 97 P51-2 y 74.5 74.5 0 %100 98 P52-2 y 74.5 74.5 0 %100 99 P53-2 y 74.5 74.5 0 %100 100 P54-2 y 74.5 74.5 0 %100 101 P26-3 y 55.9 55.9 0 %100 102 P49-3 y 55.9 55.9 0 %100 103 P24-3 y 55.9 55.9 0 %100 104 P50-4 y 55.9 55.9 0 %100 105 P32-3 y 55.9 55.9 0 %100 106 P15-4 y 55.9 55.9 0 %100 107 P21-3 y 55.9 55.9 0 %100 108 P19-4 y 55.9 55.9 0 %100 109 P20-3 y 55.9 55.9 0 %100 110 P4-4 y 55.9 55.9 0 %100 111 P9-4 y 55.9 55.9 0 %100 112 P42-3 y 55.9 55.9 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page142 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 113 P26-4 y 55.9 55.9 0 %100 114 P35-4 y 55.9 55.9 0 %100 115 P1-3 y 55.9 55.9 0 %100 116 P12-3 y 55.9 55.9 0 %100 117 P32-4 y 55.9 55.9 0 %100 118 P7-3 y 55.9 55.9 0 %100 119 P27-3 y 55.9 55.9 0 %100 120 P27-4 y 55.9 55.9 0 %100 121 P23-3 y 55.9 55.9 0 %100 122 P28-3 y 55.9 55.9 0 %100 123 P28-4 y 55.9 55.9 0 %100 124 P25-3 y 55.9 55.9 0 %100 125 P12-4 y 55.9 55.9 0 %100 126 P16-4 y 55.9 55.9 0 %100 127 P25-4 y 55.9 55.9 0 %100 128 P13-3 y 55.9 55.9 0 %100 129 P4-3 y 55.9 55.9 0 %100 130 P23-4 y 55.9 55.9 0 %100 131 P42-4 y 55.9 55.9 0 %100 132 P21-4 y 55.9 55.9 0 %100 133 P30-4 y 55.9 55.9 0 %100 134 P29-3 y 55.9 55.9 0 %100 135 P30-3 y 55.9 55.9 0 %100 136 P29-4 y 55.9 55.9 0 %100 137 P5-4 y 55.9 55.9 0 %100 138 P52-3 y 55.9 55.9 0 %100 139 P2-4 y 55.9 55.9 0 %100 140 P24-4 y 55.9 55.9 0 %100 141 P31-3 y 55.9 55.9 0 %100 142 P22-4 y 55.9 55.9 0 %100 143 P22-3 y 55.9 55.9 0 %100 144 P6-3 y 55.9 55.9 0 %100 145 P20-4 y 55.9 55.9 0 %100 146 P19-3 y 55.9 55.9 0 %100 147 P17-4 y 55.9 55.9 0 %100 148 P18-4 y 55.9 55.9 0 %100 149 P17-3 y 55.9 55.9 0 %100 150 P18-3 y 55.9 55.9 0 %100 151 P31-4 y 55.9 55.9 0 %100 152 P6-4 y 55.9 55.9 0 %100 153 P15-3 y 55.9 55.9 0 %100 154 P16-3 y 55.9 55.9 0 %100 155 P50-3 y 55.9 55.9 0 %100 156 P14-3 y 55.9 55.9 0 %100 157 P54-3 y 55.9 55.9 0 %100 158 P13-4 y 55.9 55.9 0 %100 159 P14-4 y 55.9 55.9 0 %100 160 P2-3 y 55.9 55.9 0 %100 161 P11-3 y 55.9 55.9 0 %100 162 P11-4 y 55.9 55.9 0 %100 163 P35-3 y 55.9 55.9 0 %100 164 P10-3 y 55.9 55.9 0 %100 165 P9-3 y 55.9 55.9 0 %100 166 P10-4 y 55.9 55.9 0 %100 167 P8-3 y 55.9 55.9 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page143 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 168 P8-4 y 55.9 55.9 0 %100 169 P7-4 y 55.9 55.9 0 %100 170 P40-3 y 55.9 55.9 0 %100 171 P5-3 y 55.9 55.9 0 %100 172 P3-4 y 55.9 55.9 0 %100 173 P3-3 y 55.9 55.9 0 %100 174 P41-4 y 55.9 55.9 0 %100 175 P1-4 y 55.9 55.9 0 %100 176 P51-4 y 55.9 55.9 0 %100 177 P33-4 y 55.9 55.9 0 %100 178 P34-3 y 55.9 55.9 0 %100 179 P38-4 y 55.9 55.9 0 %100 180 P34-4 y 55.9 55.9 0 %100 181 P33-3 y 55.9 55.9 0 %100 182 P36-3 y 55.9 55.9 0 %100 183 P48-3 y 55.9 55.9 0 %100 184 P36-4 y 55.9 55.9 0 %100 185 P37-4 y 55.9 55.9 0 %100 186 P38-3 y 55.9 55.9 0 %100 187 P37-3 y 55.9 55.9 0 %100 188 P40-4 y 55.9 55.9 0 %100 189 P47-3 y 55.9 55.9 0 %100 190 P39-4 y 55.9 55.9 0 %100 191 P54-4 y 55.9 55.9 0 %100 192 P39-3 y 55.9 55.9 0 %100 193 P41-3 y 55.9 55.9 0 %100 194 P44-3 y 55.9 55.9 0 %100 195 P43-4 y 55.9 55.9 0 %100 196 P44-4 y 55.9 55.9 0 %100 197 P43-3 y 55.9 55.9 0 %100 198 P45-3 y 55.9 55.9 0 %100 199 P45-4 y 55.9 55.9 0 %100 200 P46-3 y 55.9 55.9 0 %100 201 P46-4 y 55.9 55.9 0 %100 202 P47-4 y 55.9 55.9 0 %100 203 P51-3 y 55.9 55.9 0 %100 204 P48-4 y 55.9 55.9 0 %100 205 P49-4 y 55.9 55.9 0 %100 206 P52-4 y 55.9 55.9 0 %100 207 P53-3 y 55.9 55.9 0 %100 208 P53-4 y 55.9 55.9 0 %100 209 P3-7 y 37.3 37.3 0 %100 210 P46-5 y 37.3 37.3 0 %100 211 P19-9 y 37.3 37.3 0 %100 212 P8-14 y 37.3 37.3 0 %100 213 P11-9 y 37.3 37.3 0 %100 214 P32-7 y 37.3 37.3 0 %100 215 P6-13 y 37.3 37.3 0 %100 216 P23-5 y 37.3 37.3 0 %100 217 P19-10 y 37.3 37.3 0 %100 218 P25-5 y 37.3 37.3 0 %100 219 P15-7 y 37.3 37.3 0 %100 220 P27-9 y 37.3 37.3 0 %100 221 P16-10 y 37.3 37.3 0 %100 222 P47-5 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page144 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 223 P35-9 y 37.3 37.3 0 %100 224 P2-6 y 37.3 37.3 0 %100 225 P23-14 y 37.3 37.3 0 %100 226 P22-13 y 37.3 37.3 0 %100 227 P9-8 y 37.3 37.3 0 %100 228 P36-10 y 37.3 37.3 0 %100 229 P40-8 y 37.3 37.3 0 %100 230 P5-6 y 37.3 37.3 0 %100 231 P48-6 y 37.3 37.3 0 %100 232 P44-7 y 37.3 37.3 0 %100 233 P15-11 y 37.3 37.3 0 %100 234 P18-5 y 37.3 37.3 0 %100 235 P8-8 y 37.3 37.3 0 %100 236 P32-8 y 37.3 37.3 0 %100 237 P13-9 y 37.3 37.3 0 %100 238 P13-7 y 37.3 37.3 0 %100 239 P42-10 y 37.3 37.3 0 %100 240 P19-14 y 37.3 37.3 0 %100 241 P31-5 y 37.3 37.3 0 %100 242 P23-12 y 37.3 37.3 0 %100 243 P9-12 y 37.3 37.3 0 %100 244 P5-12 y 37.3 37.3 0 %100 245 P5-9 y 37.3 37.3 0 %100 246 P17-11 y 37.3 37.3 0 %100 247 P41-10 y 37.3 37.3 0 %100 248 P13-5 y 37.3 37.3 0 %100 249 P11-13 y 37.3 37.3 0 %100 250 P3-5 y 37.3 37.3 0 %100 251 P16-13 y 37.3 37.3 0 %100 252 P11-14 y 37.3 37.3 0 %100 253 P53-8 y 37.3 37.3 0 %100 254 P11-7 y 37.3 37.3 0 %100 255 P22-14 y 37.3 37.3 0 %100 256 P35-10 y 37.3 37.3 0 %100 257 P27-7 y 37.3 37.3 0 %100 258 P50-7 y 37.3 37.3 0 %100 259 P18-14 y 37.3 37.3 0 %100 260 P28-8 y 37.3 37.3 0 %100 261 P19-12 y 37.3 37.3 0 %100 262 P11-11 y 37.3 37.3 0 %100 263 P23-10 y 37.3 37.3 0 %100 264 P20-10 y 37.3 37.3 0 %100 265 P26-10 y 37.3 37.3 0 %100 266 P34-8 y 37.3 37.3 0 %100 267 P19-11 y 37.3 37.3 0 %100 268 P14-8 y 37.3 37.3 0 %100 269 P25-8 y 37.3 37.3 0 %100 270 P30-9 y 37.3 37.3 0 %100 271 P20-13 y 37.3 37.3 0 %100 272 P23-11 y 37.3 37.3 0 %100 273 P21-12 y 37.3 37.3 0 %100 274 P42-8 y 37.3 37.3 0 %100 275 P18-10 y 37.3 37.3 0 %100 276 P8-6 y 37.3 37.3 0 %100 277 P27-8 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page145 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 278 P9-14 y 37.3 37.3 0 %100 279 P35-7 y 37.3 37.3 0 %100 280 P13-14 y 37.3 37.3 0 %100 281 P21-9 y 37.3 37.3 0 %100 282 P53-6 y 37.3 37.3 0 %100 283 P39-6 y 37.3 37.3 0 %100 284 P27-5 y 37.3 37.3 0 %100 285 P27-6 y 37.3 37.3 0 %100 286 P27-10 y 37.3 37.3 0 %100 287 P28-5 y 37.3 37.3 0 %100 288 P28-6 y 37.3 37.3 0 %100 289 P28-7 y 37.3 37.3 0 %100 290 P28-9 y 37.3 37.3 0 %100 291 P28-10 y 37.3 37.3 0 %100 292 P26-6 y 37.3 37.3 0 %100 293 P16-12 y 37.3 37.3 0 %100 294 P26-9 y 37.3 37.3 0 %100 295 P15-5 y 37.3 37.3 0 %100 296 P14-11 y 37.3 37.3 0 %100 297 P5-13 y 37.3 37.3 0 %100 298 P26-5 y 37.3 37.3 0 %100 299 P21-5 y 37.3 37.3 0 %100 300 P25-6 y 37.3 37.3 0 %100 301 P25-7 y 37.3 37.3 0 %100 302 P26-7 y 37.3 37.3 0 %100 303 P26-8 y 37.3 37.3 0 %100 304 P29-9 y 37.3 37.3 0 %100 305 P37-10 y 37.3 37.3 0 %100 306 P25-9 y 37.3 37.3 0 %100 307 P25-10 y 37.3 37.3 0 %100 308 P19-13 y 37.3 37.3 0 %100 309 P30-6 y 37.3 37.3 0 %100 310 P11-8 y 37.3 37.3 0 %100 311 P10-10 y 37.3 37.3 0 %100 312 P29-5 y 37.3 37.3 0 %100 313 P4-9 y 37.3 37.3 0 %100 314 P32-10 y 37.3 37.3 0 %100 315 P12-11 y 37.3 37.3 0 %100 316 P30-5 y 37.3 37.3 0 %100 317 P29-6 y 37.3 37.3 0 %100 318 P29-7 y 37.3 37.3 0 %100 319 P20-12 y 37.3 37.3 0 %100 320 P30-7 y 37.3 37.3 0 %100 321 P29-8 y 37.3 37.3 0 %100 322 P2-9 y 37.3 37.3 0 %100 323 P16-9 y 37.3 37.3 0 %100 324 P30-8 y 37.3 37.3 0 %100 325 P29-10 y 37.3 37.3 0 %100 326 P3-10 y 37.3 37.3 0 %100 327 P30-10 y 37.3 37.3 0 %100 328 P42-7 y 37.3 37.3 0 %100 329 P24-7 y 37.3 37.3 0 %100 330 P11-6 y 37.3 37.3 0 %100 331 P23-8 y 37.3 37.3 0 %100 332 P24-9 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page146 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 333 P24-11 y 37.3 37.3 0 %100 334 P24-13 y 37.3 37.3 0 %100 335 P23-9 y 37.3 37.3 0 %100 336 P24-12 y 37.3 37.3 0 %100 337 P24-6 y 37.3 37.3 0 %100 338 P15-10 y 37.3 37.3 0 %100 339 P3-13 y 37.3 37.3 0 %100 340 P19-6 y 37.3 37.3 0 %100 341 P16-7 y 37.3 37.3 0 %100 342 P33-5 y 37.3 37.3 0 %100 343 P2-8 y 37.3 37.3 0 %100 344 P24-5 y 37.3 37.3 0 %100 345 P22-10 y 37.3 37.3 0 %100 346 P23-6 y 37.3 37.3 0 %100 347 P23-7 y 37.3 37.3 0 %100 348 P24-14 y 37.3 37.3 0 %100 349 P46-6 y 37.3 37.3 0 %100 350 P24-8 y 37.3 37.3 0 %100 351 P24-10 y 37.3 37.3 0 %100 352 P14-14 y 37.3 37.3 0 %100 353 P11-5 y 37.3 37.3 0 %100 354 P40-7 y 37.3 37.3 0 %100 355 P23-13 y 37.3 37.3 0 %100 356 P21-8 y 37.3 37.3 0 %100 357 P15-13 y 37.3 37.3 0 %100 358 P12-7 y 37.3 37.3 0 %100 359 P22-5 y 37.3 37.3 0 %100 360 P21-13 y 37.3 37.3 0 %100 361 P21-11 y 37.3 37.3 0 %100 362 P18-11 y 37.3 37.3 0 %100 363 P6-9 y 37.3 37.3 0 %100 364 P22-7 y 37.3 37.3 0 %100 365 P22-9 y 37.3 37.3 0 %100 366 P18-8 y 37.3 37.3 0 %100 367 P3-12 y 37.3 37.3 0 %100 368 P1-13 y 37.3 37.3 0 %100 369 P43-9 y 37.3 37.3 0 %100 370 P22-11 y 37.3 37.3 0 %100 371 P22-12 y 37.3 37.3 0 %100 372 P22-6 y 37.3 37.3 0 %100 373 P10-9 y 37.3 37.3 0 %100 374 P9-5 y 37.3 37.3 0 %100 375 P21-6 y 37.3 37.3 0 %100 376 P21-7 y 37.3 37.3 0 %100 377 P41-9 y 37.3 37.3 0 %100 378 P17-8 y 37.3 37.3 0 %100 379 P32-9 y 37.3 37.3 0 %100 380 P22-8 y 37.3 37.3 0 %100 381 P21-10 y 37.3 37.3 0 %100 382 P20-5 y 37.3 37.3 0 %100 383 P20-9 y 37.3 37.3 0 %100 384 P12-9 y 37.3 37.3 0 %100 385 P19-8 y 37.3 37.3 0 %100 386 P18-9 y 37.3 37.3 0 %100 387 P15-14 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page147 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 388 P46-9 y 37.3 37.3 0 %100 389 P20-7 y 37.3 37.3 0 %100 390 P20-11 y 37.3 37.3 0 %100 391 P53-7 y 37.3 37.3 0 %100 392 P20-6 y 37.3 37.3 0 %100 393 P34-10 y 37.3 37.3 0 %100 394 P19-5 y 37.3 37.3 0 %100 395 P51-7 y 37.3 37.3 0 %100 396 P19-7 y 37.3 37.3 0 %100 397 P14-9 y 37.3 37.3 0 %100 398 P20-8 y 37.3 37.3 0 %100 399 P17-12 y 37.3 37.3 0 %100 400 P17-10 y 37.3 37.3 0 %100 401 P17-6 y 37.3 37.3 0 %100 402 P18-7 y 37.3 37.3 0 %100 403 P17-5 y 37.3 37.3 0 %100 404 P17-13 y 37.3 37.3 0 %100 405 P18-6 y 37.3 37.3 0 %100 406 P2-5 y 37.3 37.3 0 %100 407 P14-13 y 37.3 37.3 0 %100 408 P39-8 y 37.3 37.3 0 %100 409 P17-9 y 37.3 37.3 0 %100 410 P18-12 y 37.3 37.3 0 %100 411 P17-7 y 37.3 37.3 0 %100 412 P18-13 y 37.3 37.3 0 %100 413 P3-9 y 37.3 37.3 0 %100 414 P15-12 y 37.3 37.3 0 %100 415 P15-8 y 37.3 37.3 0 %100 416 P45-5 y 37.3 37.3 0 %100 417 P15-6 y 37.3 37.3 0 %100 418 P16-6 y 37.3 37.3 0 %100 419 P47-8 y 37.3 37.3 0 %100 420 P16-11 y 37.3 37.3 0 %100 421 P2-11 y 37.3 37.3 0 %100 422 P16-5 y 37.3 37.3 0 %100 423 P15-9 y 37.3 37.3 0 %100 424 P36-9 y 37.3 37.3 0 %100 425 P12-5 y 37.3 37.3 0 %100 426 P39-7 y 37.3 37.3 0 %100 427 P16-8 y 37.3 37.3 0 %100 428 P5-8 y 37.3 37.3 0 %100 429 P9-6 y 37.3 37.3 0 %100 430 P14-6 y 37.3 37.3 0 %100 431 P14-5 y 37.3 37.3 0 %100 432 P6-7 y 37.3 37.3 0 %100 433 P14-12 y 37.3 37.3 0 %100 434 P13-10 y 37.3 37.3 0 %100 435 P1-11 y 37.3 37.3 0 %100 436 P13-6 y 37.3 37.3 0 %100 437 P13-12 y 37.3 37.3 0 %100 438 P47-7 y 37.3 37.3 0 %100 439 P14-7 y 37.3 37.3 0 %100 440 P13-13 y 37.3 37.3 0 %100 441 P13-11 y 37.3 37.3 0 %100 442 P14-10 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page148 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 443 P13-8 y 37.3 37.3 0 %100 444 P41-7 y 37.3 37.3 0 %100 445 P12-10 y 37.3 37.3 0 %100 446 P52-8 y 37.3 37.3 0 %100 447 P4-11 y 37.3 37.3 0 %100 448 P54-7 y 37.3 37.3 0 %100 449 P12-6 y 37.3 37.3 0 %100 450 P12-12 y 37.3 37.3 0 %100 451 P11-10 y 37.3 37.3 0 %100 452 P11-12 y 37.3 37.3 0 %100 453 P12-13 y 37.3 37.3 0 %100 454 P12-8 y 37.3 37.3 0 %100 455 P10-8 y 37.3 37.3 0 %100 456 P10-13 y 37.3 37.3 0 %100 457 P10-6 y 37.3 37.3 0 %100 458 P9-9 y 37.3 37.3 0 %100 459 P9-7 y 37.3 37.3 0 %100 460 P7-5 y 37.3 37.3 0 %100 461 P7-9 y 37.3 37.3 0 %100 462 P48-8 y 37.3 37.3 0 %100 463 P10-11 y 37.3 37.3 0 %100 464 P9-10 y 37.3 37.3 0 %100 465 P21-14 y 37.3 37.3 0 %100 466 P1-7 y 37.3 37.3 0 %100 467 P10-5 y 37.3 37.3 0 %100 468 P10-12 y 37.3 37.3 0 %100 469 P6-11 y 37.3 37.3 0 %100 470 P10-7 y 37.3 37.3 0 %100 471 P7-8 y 37.3 37.3 0 %100 472 P9-13 y 37.3 37.3 0 %100 473 P9-11 y 37.3 37.3 0 %100 474 P39-10 y 37.3 37.3 0 %100 475 P8-12 y 37.3 37.3 0 %100 476 P8-7 y 37.3 37.3 0 %100 477 P8-11 y 37.3 37.3 0 %100 478 P8-9 y 37.3 37.3 0 %100 479 P8-5 y 37.3 37.3 0 %100 480 P52-6 y 37.3 37.3 0 %100 481 P33-10 y 37.3 37.3 0 %100 482 P7-13 y 37.3 37.3 0 %100 483 P8-13 y 37.3 37.3 0 %100 484 P36-5 y 37.3 37.3 0 %100 485 P4-10 y 37.3 37.3 0 %100 486 P8-10 y 37.3 37.3 0 %100 487 P7-7 y 37.3 37.3 0 %100 488 P7-6 y 37.3 37.3 0 %100 489 P7-10 y 37.3 37.3 0 %100 490 P7-12 y 37.3 37.3 0 %100 491 P7-11 y 37.3 37.3 0 %100 492 P5-5 y 37.3 37.3 0 %100 493 P5-7 y 37.3 37.3 0 %100 494 P6-6 y 37.3 37.3 0 %100 495 P5-11 y 37.3 37.3 0 %100 496 P6-10 y 37.3 37.3 0 %100 497 P5-10 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page149 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 498 P1-9 y 37.3 37.3 0 %100 499 P10-14 y 37.3 37.3 0 %100 500 P6-5 y 37.3 37.3 0 %100 501 P6-12 y 37.3 37.3 0 %100 502 P6-8 y 37.3 37.3 0 %100 503 P4-5 y 37.3 37.3 0 %100 504 P34-9 y 37.3 37.3 0 %100 505 P4-6 y 37.3 37.3 0 %100 506 P4-12 y 37.3 37.3 0 %100 507 P4-7 y 37.3 37.3 0 %100 508 P3-6 y 37.3 37.3 0 %100 509 P3-11 y 37.3 37.3 0 %100 510 P4-13 y 37.3 37.3 0 %100 511 P3-8 y 37.3 37.3 0 %100 512 P16-14 y 37.3 37.3 0 %100 513 P38-6 y 37.3 37.3 0 %100 514 P4-8 y 37.3 37.3 0 %100 515 P12-14 y 37.3 37.3 0 %100 516 P20-14 y 37.3 37.3 0 %100 517 P17-14 y 37.3 37.3 0 %100 518 P7-14 y 37.3 37.3 0 %100 519 P31-7 y 37.3 37.3 0 %100 520 P6-14 y 37.3 37.3 0 %100 521 P5-14 y 37.3 37.3 0 %100 522 P32-5 y 37.3 37.3 0 %100 523 P2-10 y 37.3 37.3 0 %100 524 P1-12 y 37.3 37.3 0 %100 525 P1-5 y 37.3 37.3 0 %100 526 P2-12 y 37.3 37.3 0 %100 527 P44-9 y 37.3 37.3 0 %100 528 P1-6 y 37.3 37.3 0 %100 529 P2-7 y 37.3 37.3 0 %100 530 P1-8 y 37.3 37.3 0 %100 531 P1-10 y 37.3 37.3 0 %100 532 P31-8 y 37.3 37.3 0 %100 533 P2-13 y 37.3 37.3 0 %100 534 P32-6 y 37.3 37.3 0 %100 535 P31-6 y 37.3 37.3 0 %100 536 P31-9 y 37.3 37.3 0 %100 537 P31-10 y 37.3 37.3 0 %100 538 P45-9 y 37.3 37.3 0 %100 539 P33-8 y 37.3 37.3 0 %100 540 P33-9 y 37.3 37.3 0 %100 541 P34-5 y 37.3 37.3 0 %100 542 P34-7 y 37.3 37.3 0 %100 543 P33-6 y 37.3 37.3 0 %100 544 P34-6 y 37.3 37.3 0 %100 545 P48-7 y 37.3 37.3 0 %100 546 P33-7 y 37.3 37.3 0 %100 547 P36-7 y 37.3 37.3 0 %100 548 P35-8 y 37.3 37.3 0 %100 549 P36-8 y 37.3 37.3 0 %100 550 P43-7 y 37.3 37.3 0 %100 551 P43-6 y 37.3 37.3 0 %100 552 P35-6 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page150 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 553 P36-6 y 37.3 37.3 0 %100 554 P35-5 y 37.3 37.3 0 %100 555 P38-9 y 37.3 37.3 0 %100 556 P37-7 y 37.3 37.3 0 %100 557 P37-5 y 37.3 37.3 0 %100 558 P38-8 y 37.3 37.3 0 %100 559 P38-10 y 37.3 37.3 0 %100 560 P38-7 y 37.3 37.3 0 %100 561 P37-8 y 37.3 37.3 0 %100 562 P38-5 y 37.3 37.3 0 %100 563 P37-9 y 37.3 37.3 0 %100 564 P37-6 y 37.3 37.3 0 %100 565 P40-10 y 37.3 37.3 0 %100 566 P39-9 y 37.3 37.3 0 %100 567 P39-5 y 37.3 37.3 0 %100 568 P54-9 y 37.3 37.3 0 %100 569 P40-9 y 37.3 37.3 0 %100 570 P40-5 y 37.3 37.3 0 %100 571 P40-6 y 37.3 37.3 0 %100 572 P41-6 y 37.3 37.3 0 %100 573 P41-5 y 37.3 37.3 0 %100 574 P42-9 y 37.3 37.3 0 %100 575 P41-8 y 37.3 37.3 0 %100 576 P42-5 y 37.3 37.3 0 %100 577 P42-6 y 37.3 37.3 0 %100 578 P47-6 y 37.3 37.3 0 %100 579 P44-8 y 37.3 37.3 0 %100 580 P44-5 y 37.3 37.3 0 %100 581 P43-5 y 37.3 37.3 0 %100 582 P43-8 y 37.3 37.3 0 %100 583 P44-6 y 37.3 37.3 0 %100 584 P46-8 y 37.3 37.3 0 %100 585 P45-8 y 37.3 37.3 0 %100 586 P45-6 y 37.3 37.3 0 %100 587 P45-7 y 37.3 37.3 0 %100 588 P46-7 y 37.3 37.3 0 %100 589 P47-9 y 37.3 37.3 0 %100 590 P48-9 y 37.3 37.3 0 %100 591 P48-5 y 37.3 37.3 0 %100 592 P50-6 y 37.3 37.3 0 %100 593 P50-5 y 37.3 37.3 0 %100 594 P50-9 y 37.3 37.3 0 %100 595 P50-8 y 37.3 37.3 0 %100 596 P49-5 y 37.3 37.3 0 %100 597 P49-9 y 37.3 37.3 0 %100 598 P49-8 y 37.3 37.3 0 %100 599 P49-7 y 37.3 37.3 0 %100 600 P49-6 y 37.3 37.3 0 %100 601 P52-7 y 37.3 37.3 0 %100 602 P51-5 y 37.3 37.3 0 %100 603 P51-9 y 37.3 37.3 0 %100 604 P52-5 y 37.3 37.3 0 %100 605 P52-9 y 37.3 37.3 0 %100 606 P51-8 y 37.3 37.3 0 %100 607 P51-6 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page151 MemberDistributedLoads(BLC12:Wend,up)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 608 P54-8 y 37.3 37.3 0 %100 609 P54-6 y 37.3 37.3 0 %100 610 P53-5 y 37.3 37.3 0 %100 611 P54-5 y 37.3 37.3 0 %100 612 P53-9 y 37.3 37.3 0 %100 MemberDistributedLoads(BLC13:Wend,down) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 1 P36-2 y -49.7 -49.7 0 %100 2 P27-2 y -49.7 -49.7 0 %100 3 P42-2 y -49.7 -49.7 0 %100 4 P39-2 y -49.7 -49.7 0 %100 5 P19-2 y -49.7 -49.7 0 %100 6 P39-1 y -49.7 -49.7 0 %100 7 P50-1 y -49.7 -49.7 0 %100 8 P11-2 y -49.7 -49.7 0 %100 9 P24-1 y -49.7 -49.7 0 %100 10 P1-2 y -49.7 -49.7 0 %100 11 P20-1 y -49.7 -49.7 0 %100 12 P49-1 y -49.7 -49.7 0 %100 13 P45-1 y -49.7 -49.7 0 %100 14 P16-2 y -49.7 -49.7 0 %100 15 P20-2 y -49.7 -49.7 0 %100 16 P6-2 y -49.7 -49.7 0 %100 17 P28-1 y -49.7 -49.7 0 %100 18 P29-2 y -49.7 -49.7 0 %100 19 P21-2 y -49.7 -49.7 0 %100 20 P22-2 y -49.7 -49.7 0 %100 21 P42-1 y -49.7 -49.7 0 %100 22 P34-2 y -49.7 -49.7 0 %100 23 P45-2 y -49.7 -49.7 0 %100 24 P27-1 y -49.7 -49.7 0 %100 25 P28-2 y -49.7 -49.7 0 %100 26 P13-1 y -49.7 -49.7 0 %100 27 P18-1 y -49.7 -49.7 0 %100 28 P37-2 y -49.7 -49.7 0 %100 29 P34-1 y -49.7 -49.7 0 %100 30 P25-1 y -49.7 -49.7 0 %100 31 P11-1 y -49.7 -49.7 0 %100 32 P26-1 y -49.7 -49.7 0 %100 33 P25-2 y -49.7 -49.7 0 %100 34 P26-2 y -49.7 -49.7 0 %100 35 P14-1 y -49.7 -49.7 0 %100 36 P18-2 y -49.7 -49.7 0 %100 37 P29-1 y -49.7 -49.7 0 %100 38 P30-1 y -49.7 -49.7 0 %100 39 P30-2 y -49.7 -49.7 0 %100 40 P38-1 y -49.7 -49.7 0 %100 41 P16-1 y -49.7 -49.7 0 %100 42 P22-1 y -49.7 -49.7 0 %100 43 P23-2 y -49.7 -49.7 0 %100 44 P8-2 y -49.7 -49.7 0 %100 45 P23-1 y -49.7 -49.7 0 %100 46 P24-2 y -49.7 -49.7 0 %100 47 P33-1 y -49.7 -49.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page152 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 48 P21-1 y -49.7 -49.7 0 %100 49 P19-1 y -49.7 -49.7 0 %100 50 P7-1 y -49.7 -49.7 0 %100 51 P17-1 y -49.7 -49.7 0 %100 52 P17-2 y -49.7 -49.7 0 %100 53 P15-2 y -49.7 -49.7 0 %100 54 P15-1 y -49.7 -49.7 0 %100 55 P14-2 y -49.7 -49.7 0 %100 56 P10-1 y -49.7 -49.7 0 %100 57 P13-2 y -49.7 -49.7 0 %100 58 P12-1 y -49.7 -49.7 0 %100 59 P12-2 y -49.7 -49.7 0 %100 60 P46-1 y -49.7 -49.7 0 %100 61 P9-1 y -49.7 -49.7 0 %100 62 P10-2 y -49.7 -49.7 0 %100 63 P9-2 y -49.7 -49.7 0 %100 64 P6-1 y -49.7 -49.7 0 %100 65 P8-1 y -49.7 -49.7 0 %100 66 P7-2 y -49.7 -49.7 0 %100 67 P2-2 y -49.7 -49.7 0 %100 68 P5-1 y -49.7 -49.7 0 %100 69 P5-2 y -49.7 -49.7 0 %100 70 P3-2 y -49.7 -49.7 0 %100 71 P4-2 y -49.7 -49.7 0 %100 72 P31-1 y -49.7 -49.7 0 %100 73 P32-1 y -49.7 -49.7 0 %100 74 P31-2 y -49.7 -49.7 0 %100 75 P32-2 y -49.7 -49.7 0 %100 76 P33-2 y -49.7 -49.7 0 %100 77 P35-1 y -49.7 -49.7 0 %100 78 P36-1 y -49.7 -49.7 0 %100 79 P38-2 y -49.7 -49.7 0 %100 80 P35-2 y -49.7 -49.7 0 %100 81 P37-1 y -49.7 -49.7 0 %100 82 P40-1 y -49.7 -49.7 0 %100 83 P40-2 y -49.7 -49.7 0 %100 84 P41-2 y -49.7 -49.7 0 %100 85 P41-1 y -49.7 -49.7 0 %100 86 P43-2 y -49.7 -49.7 0 %100 87 P44-1 y -49.7 -49.7 0 %100 88 P43-1 y -49.7 -49.7 0 %100 89 P44-2 y -49.7 -49.7 0 %100 90 P46-2 y -49.7 -49.7 0 %100 91 P47-1 y -49.7 -49.7 0 %100 92 P48-1 y -49.7 -49.7 0 %100 93 P48-2 y -49.7 -49.7 0 %100 94 P47-2 y -49.7 -49.7 0 %100 95 P50-2 y -49.7 -49.7 0 %100 96 P49-2 y -49.7 -49.7 0 %100 97 P51-2 y -49.7 -49.7 0 %100 98 P52-2 y -49.7 -49.7 0 %100 99 P53-2 y -49.7 -49.7 0 %100 100 P54-2 y -49.7 -49.7 0 %100 101 P26-3 y -31 -31 0 %100 102 P49-3 y -31 -31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page153 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 103 P24-3 y -31 -31 0 %100 104 P50-4 y -31 -31 0 %100 105 P32-3 y -31 -31 0 %100 106 P15-4 y -31 -31 0 %100 107 P21-3 y -31 -31 0 %100 108 P19-4 y -31 -31 0 %100 109 P20-3 y -31 -31 0 %100 110 P4-4 y -31 -31 0 %100 111 P9-4 y -31 -31 0 %100 112 P42-3 y -31 -31 0 %100 113 P26-4 y -31 -31 0 %100 114 P35-4 y -31 -31 0 %100 115 P1-3 y -31 -31 0 %100 116 P12-3 y -31 -31 0 %100 117 P32-4 y -31 -31 0 %100 118 P7-3 y -31 -31 0 %100 119 P27-3 y -31 -31 0 %100 120 P27-4 y -31 -31 0 %100 121 P23-3 y -31 -31 0 %100 122 P28-3 y -31 -31 0 %100 123 P28-4 y -31 -31 0 %100 124 P25-3 y -31 -31 0 %100 125 P12-4 y -31 -31 0 %100 126 P16-4 y -31 -31 0 %100 127 P25-4 y -31 -31 0 %100 128 P13-3 y -31 -31 0 %100 129 P4-3 y -31 -31 0 %100 130 P23-4 y -31 -31 0 %100 131 P42-4 y -31 -31 0 %100 132 P21-4 y -31 -31 0 %100 133 P30-4 y -31 -31 0 %100 134 P29-3 y -31 -31 0 %100 135 P30-3 y -31 -31 0 %100 136 P29-4 y -31 -31 0 %100 137 P5-4 y -31 -31 0 %100 138 P52-3 y -31 -31 0 %100 139 P2-4 y -31 -31 0 %100 140 P24-4 y -31 -31 0 %100 141 P31-3 y -31 -31 0 %100 142 P22-4 y -31 -31 0 %100 143 P22-3 y -31 -31 0 %100 144 P6-3 y -31 -31 0 %100 145 P20-4 y -31 -31 0 %100 146 P19-3 y -31 -31 0 %100 147 P17-4 y -31 -31 0 %100 148 P18-4 y -31 -31 0 %100 149 P17-3 y -31 -31 0 %100 150 P18-3 y -31 -31 0 %100 151 P31-4 y -31 -31 0 %100 152 P6-4 y -31 -31 0 %100 153 P15-3 y -31 -31 0 %100 154 P16-3 y -31 -31 0 %100 155 P50-3 y -31 -31 0 %100 156 P14-3 y -31 -31 0 %100 157 P54-3 y -31 -31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page154 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 158 P13-4 y -31 -31 0 %100 159 P14-4 y -31 -31 0 %100 160 P2-3 y -31 -31 0 %100 161 P11-3 y -31 -31 0 %100 162 P11-4 y -31 -31 0 %100 163 P35-3 y -31 -31 0 %100 164 P10-3 y -31 -31 0 %100 165 P9-3 y -31 -31 0 %100 166 P10-4 y -31 -31 0 %100 167 P8-3 y -31 -31 0 %100 168 P8-4 y -31 -31 0 %100 169 P7-4 y -31 -31 0 %100 170 P40-3 y -31 -31 0 %100 171 P5-3 y -31 -31 0 %100 172 P3-4 y -31 -31 0 %100 173 P3-3 y -31 -31 0 %100 174 P41-4 y -31 -31 0 %100 175 P1-4 y -31 -31 0 %100 176 P51-4 y -31 -31 0 %100 177 P33-4 y -31 -31 0 %100 178 P34-3 y -31 -31 0 %100 179 P38-4 y -31 -31 0 %100 180 P34-4 y -31 -31 0 %100 181 P33-3 y -31 -31 0 %100 182 P36-3 y -31 -31 0 %100 183 P48-3 y -31 -31 0 %100 184 P36-4 y -31 -31 0 %100 185 P37-4 y -31 -31 0 %100 186 P38-3 y -31 -31 0 %100 187 P37-3 y -31 -31 0 %100 188 P40-4 y -31 -31 0 %100 189 P47-3 y -31 -31 0 %100 190 P39-4 y -31 -31 0 %100 191 P54-4 y -31 -31 0 %100 192 P39-3 y -31 -31 0 %100 193 P41-3 y -31 -31 0 %100 194 P44-3 y -31 -31 0 %100 195 P43-4 y -31 -31 0 %100 196 P44-4 y -31 -31 0 %100 197 P43-3 y -31 -31 0 %100 198 P45-3 y -31 -31 0 %100 199 P45-4 y -31 -31 0 %100 200 P46-3 y -31 -31 0 %100 201 P46-4 y -31 -31 0 %100 202 P47-4 y -31 -31 0 %100 203 P51-3 y -31 -31 0 %100 204 P48-4 y -31 -31 0 %100 205 P49-4 y -31 -31 0 %100 206 P52-4 y -31 -31 0 %100 207 P53-3 y -31 -31 0 %100 208 P53-4 y -31 -31 0 %100 209 P3-7 y -18.6 -18.6 0 %100 210 P46-5 y -18.6 -18.6 0 %100 211 P19-9 y -18.6 -18.6 0 %100 212 P8-14 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page155 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 213 P11-9 y -18.6 -18.6 0 %100 214 P32-7 y -18.6 -18.6 0 %100 215 P6-13 y -18.6 -18.6 0 %100 216 P23-5 y -18.6 -18.6 0 %100 217 P19-10 y -18.6 -18.6 0 %100 218 P25-5 y -18.6 -18.6 0 %100 219 P15-7 y -18.6 -18.6 0 %100 220 P27-9 y -18.6 -18.6 0 %100 221 P16-10 y -18.6 -18.6 0 %100 222 P47-5 y -18.6 -18.6 0 %100 223 P35-9 y -18.6 -18.6 0 %100 224 P2-6 y -18.6 -18.6 0 %100 225 P23-14 y -18.6 -18.6 0 %100 226 P22-13 y -18.6 -18.6 0 %100 227 P9-8 y -18.6 -18.6 0 %100 228 P36-10 y -18.6 -18.6 0 %100 229 P40-8 y -18.6 -18.6 0 %100 230 P5-6 y -18.6 -18.6 0 %100 231 P48-6 y -18.6 -18.6 0 %100 232 P44-7 y -18.6 -18.6 0 %100 233 P15-11 y -18.6 -18.6 0 %100 234 P18-5 y -18.6 -18.6 0 %100 235 P8-8 y -18.6 -18.6 0 %100 236 P32-8 y -18.6 -18.6 0 %100 237 P13-9 y -18.6 -18.6 0 %100 238 P13-7 y -18.6 -18.6 0 %100 239 P42-10 y -18.6 -18.6 0 %100 240 P19-14 y -18.6 -18.6 0 %100 241 P31-5 y -18.6 -18.6 0 %100 242 P23-12 y -18.6 -18.6 0 %100 243 P9-12 y -18.6 -18.6 0 %100 244 P5-12 y -18.6 -18.6 0 %100 245 P5-9 y -18.6 -18.6 0 %100 246 P17-11 y -18.6 -18.6 0 %100 247 P41-10 y -18.6 -18.6 0 %100 248 P13-5 y -18.6 -18.6 0 %100 249 P11-13 y -18.6 -18.6 0 %100 250 P3-5 y -18.6 -18.6 0 %100 251 P16-13 y -18.6 -18.6 0 %100 252 P11-14 y -18.6 -18.6 0 %100 253 P53-8 y -18.6 -18.6 0 %100 254 P11-7 y -18.6 -18.6 0 %100 255 P22-14 y -18.6 -18.6 0 %100 256 P35-10 y -18.6 -18.6 0 %100 257 P27-7 y -18.6 -18.6 0 %100 258 P50-7 y -18.6 -18.6 0 %100 259 P18-14 y -18.6 -18.6 0 %100 260 P28-8 y -18.6 -18.6 0 %100 261 P19-12 y -18.6 -18.6 0 %100 262 P11-11 y -18.6 -18.6 0 %100 263 P23-10 y -18.6 -18.6 0 %100 264 P20-10 y -18.6 -18.6 0 %100 265 P26-10 y -18.6 -18.6 0 %100 266 P34-8 y -18.6 -18.6 0 %100 267 P19-11 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page156 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 268 P14-8 y -18.6 -18.6 0 %100 269 P25-8 y -18.6 -18.6 0 %100 270 P30-9 y -18.6 -18.6 0 %100 271 P20-13 y -18.6 -18.6 0 %100 272 P23-11 y -18.6 -18.6 0 %100 273 P21-12 y -18.6 -18.6 0 %100 274 P42-8 y -18.6 -18.6 0 %100 275 P18-10 y -18.6 -18.6 0 %100 276 P8-6 y -18.6 -18.6 0 %100 277 P27-8 y -18.6 -18.6 0 %100 278 P9-14 y -18.6 -18.6 0 %100 279 P35-7 y -18.6 -18.6 0 %100 280 P13-14 y -18.6 -18.6 0 %100 281 P21-9 y -18.6 -18.6 0 %100 282 P53-6 y -18.6 -18.6 0 %100 283 P39-6 y -18.6 -18.6 0 %100 284 P27-5 y -18.6 -18.6 0 %100 285 P27-6 y -18.6 -18.6 0 %100 286 P27-10 y -18.6 -18.6 0 %100 287 P28-5 y -18.6 -18.6 0 %100 288 P28-6 y -18.6 -18.6 0 %100 289 P28-7 y -18.6 -18.6 0 %100 290 P28-9 y -18.6 -18.6 0 %100 291 P28-10 y -18.6 -18.6 0 %100 292 P26-6 y -18.6 -18.6 0 %100 293 P16-12 y -18.6 -18.6 0 %100 294 P26-9 y -18.6 -18.6 0 %100 295 P15-5 y -18.6 -18.6 0 %100 296 P14-11 y -18.6 -18.6 0 %100 297 P5-13 y -18.6 -18.6 0 %100 298 P26-5 y -18.6 -18.6 0 %100 299 P21-5 y -18.6 -18.6 0 %100 300 P25-6 y -18.6 -18.6 0 %100 301 P25-7 y -18.6 -18.6 0 %100 302 P26-7 y -18.6 -18.6 0 %100 303 P26-8 y -18.6 -18.6 0 %100 304 P29-9 y -18.6 -18.6 0 %100 305 P37-10 y -18.6 -18.6 0 %100 306 P25-9 y -18.6 -18.6 0 %100 307 P25-10 y -18.6 -18.6 0 %100 308 P19-13 y -18.6 -18.6 0 %100 309 P30-6 y -18.6 -18.6 0 %100 310 P11-8 y -18.6 -18.6 0 %100 311 P10-10 y -18.6 -18.6 0 %100 312 P29-5 y -18.6 -18.6 0 %100 313 P4-9 y -18.6 -18.6 0 %100 314 P32-10 y -18.6 -18.6 0 %100 315 P12-11 y -18.6 -18.6 0 %100 316 P30-5 y -18.6 -18.6 0 %100 317 P29-6 y -18.6 -18.6 0 %100 318 P29-7 y -18.6 -18.6 0 %100 319 P20-12 y -18.6 -18.6 0 %100 320 P30-7 y -18.6 -18.6 0 %100 321 P29-8 y -18.6 -18.6 0 %100 322 P2-9 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page157 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 323 P16-9 y -18.6 -18.6 0 %100 324 P30-8 y -18.6 -18.6 0 %100 325 P29-10 y -18.6 -18.6 0 %100 326 P3-10 y -18.6 -18.6 0 %100 327 P30-10 y -18.6 -18.6 0 %100 328 P42-7 y -18.6 -18.6 0 %100 329 P24-7 y -18.6 -18.6 0 %100 330 P11-6 y -18.6 -18.6 0 %100 331 P23-8 y -18.6 -18.6 0 %100 332 P24-9 y -18.6 -18.6 0 %100 333 P24-11 y -18.6 -18.6 0 %100 334 P24-13 y -18.6 -18.6 0 %100 335 P23-9 y -18.6 -18.6 0 %100 336 P24-12 y -18.6 -18.6 0 %100 337 P24-6 y -18.6 -18.6 0 %100 338 P15-10 y -18.6 -18.6 0 %100 339 P3-13 y -18.6 -18.6 0 %100 340 P19-6 y -18.6 -18.6 0 %100 341 P16-7 y -18.6 -18.6 0 %100 342 P33-5 y -18.6 -18.6 0 %100 343 P2-8 y -18.6 -18.6 0 %100 344 P24-5 y -18.6 -18.6 0 %100 345 P22-10 y -18.6 -18.6 0 %100 346 P23-6 y -18.6 -18.6 0 %100 347 P23-7 y -18.6 -18.6 0 %100 348 P24-14 y -18.6 -18.6 0 %100 349 P46-6 y -18.6 -18.6 0 %100 350 P24-8 y -18.6 -18.6 0 %100 351 P24-10 y -18.6 -18.6 0 %100 352 P14-14 y -18.6 -18.6 0 %100 353 P11-5 y -18.6 -18.6 0 %100 354 P40-7 y -18.6 -18.6 0 %100 355 P23-13 y -18.6 -18.6 0 %100 356 P21-8 y -18.6 -18.6 0 %100 357 P15-13 y -18.6 -18.6 0 %100 358 P12-7 y -18.6 -18.6 0 %100 359 P22-5 y -18.6 -18.6 0 %100 360 P21-13 y -18.6 -18.6 0 %100 361 P21-11 y -18.6 -18.6 0 %100 362 P18-11 y -18.6 -18.6 0 %100 363 P6-9 y -18.6 -18.6 0 %100 364 P22-7 y -18.6 -18.6 0 %100 365 P22-9 y -18.6 -18.6 0 %100 366 P18-8 y -18.6 -18.6 0 %100 367 P3-12 y -18.6 -18.6 0 %100 368 P1-13 y -18.6 -18.6 0 %100 369 P43-9 y -18.6 -18.6 0 %100 370 P22-11 y -18.6 -18.6 0 %100 371 P22-12 y -18.6 -18.6 0 %100 372 P22-6 y -18.6 -18.6 0 %100 373 P10-9 y -18.6 -18.6 0 %100 374 P9-5 y -18.6 -18.6 0 %100 375 P21-6 y -18.6 -18.6 0 %100 376 P21-7 y -18.6 -18.6 0 %100 377 P41-9 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page158 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 378 P17-8 y -18.6 -18.6 0 %100 379 P32-9 y -18.6 -18.6 0 %100 380 P22-8 y -18.6 -18.6 0 %100 381 P21-10 y -18.6 -18.6 0 %100 382 P20-5 y -18.6 -18.6 0 %100 383 P20-9 y -18.6 -18.6 0 %100 384 P12-9 y -18.6 -18.6 0 %100 385 P19-8 y -18.6 -18.6 0 %100 386 P18-9 y -18.6 -18.6 0 %100 387 P15-14 y -18.6 -18.6 0 %100 388 P46-9 y -18.6 -18.6 0 %100 389 P20-7 y -18.6 -18.6 0 %100 390 P20-11 y -18.6 -18.6 0 %100 391 P53-7 y -18.6 -18.6 0 %100 392 P20-6 y -18.6 -18.6 0 %100 393 P34-10 y -18.6 -18.6 0 %100 394 P19-5 y -18.6 -18.6 0 %100 395 P51-7 y -18.6 -18.6 0 %100 396 P19-7 y -18.6 -18.6 0 %100 397 P14-9 y -18.6 -18.6 0 %100 398 P20-8 y -18.6 -18.6 0 %100 399 P17-12 y -18.6 -18.6 0 %100 400 P17-10 y -18.6 -18.6 0 %100 401 P17-6 y -18.6 -18.6 0 %100 402 P18-7 y -18.6 -18.6 0 %100 403 P17-5 y -18.6 -18.6 0 %100 404 P17-13 y -18.6 -18.6 0 %100 405 P18-6 y -18.6 -18.6 0 %100 406 P2-5 y -18.6 -18.6 0 %100 407 P14-13 y -18.6 -18.6 0 %100 408 P39-8 y -18.6 -18.6 0 %100 409 P17-9 y -18.6 -18.6 0 %100 410 P18-12 y -18.6 -18.6 0 %100 411 P17-7 y -18.6 -18.6 0 %100 412 P18-13 y -18.6 -18.6 0 %100 413 P3-9 y -18.6 -18.6 0 %100 414 P15-12 y -18.6 -18.6 0 %100 415 P15-8 y -18.6 -18.6 0 %100 416 P45-5 y -18.6 -18.6 0 %100 417 P15-6 y -18.6 -18.6 0 %100 418 P16-6 y -18.6 -18.6 0 %100 419 P47-8 y -18.6 -18.6 0 %100 420 P16-11 y -18.6 -18.6 0 %100 421 P2-11 y -18.6 -18.6 0 %100 422 P16-5 y -18.6 -18.6 0 %100 423 P15-9 y -18.6 -18.6 0 %100 424 P36-9 y -18.6 -18.6 0 %100 425 P12-5 y -18.6 -18.6 0 %100 426 P39-7 y -18.6 -18.6 0 %100 427 P16-8 y -18.6 -18.6 0 %100 428 P5-8 y -18.6 -18.6 0 %100 429 P9-6 y -18.6 -18.6 0 %100 430 P14-6 y -18.6 -18.6 0 %100 431 P14-5 y -18.6 -18.6 0 %100 432 P6-7 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page159 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 433 P14-12 y -18.6 -18.6 0 %100 434 P13-10 y -18.6 -18.6 0 %100 435 P1-11 y -18.6 -18.6 0 %100 436 P13-6 y -18.6 -18.6 0 %100 437 P13-12 y -18.6 -18.6 0 %100 438 P47-7 y -18.6 -18.6 0 %100 439 P14-7 y -18.6 -18.6 0 %100 440 P13-13 y -18.6 -18.6 0 %100 441 P13-11 y -18.6 -18.6 0 %100 442 P14-10 y -18.6 -18.6 0 %100 443 P13-8 y -18.6 -18.6 0 %100 444 P41-7 y -18.6 -18.6 0 %100 445 P12-10 y -18.6 -18.6 0 %100 446 P52-8 y -18.6 -18.6 0 %100 447 P4-11 y -18.6 -18.6 0 %100 448 P54-7 y -18.6 -18.6 0 %100 449 P12-6 y -18.6 -18.6 0 %100 450 P12-12 y -18.6 -18.6 0 %100 451 P11-10 y -18.6 -18.6 0 %100 452 P11-12 y -18.6 -18.6 0 %100 453 P12-13 y -18.6 -18.6 0 %100 454 P12-8 y -18.6 -18.6 0 %100 455 P10-8 y -18.6 -18.6 0 %100 456 P10-13 y -18.6 -18.6 0 %100 457 P10-6 y -18.6 -18.6 0 %100 458 P9-9 y -18.6 -18.6 0 %100 459 P9-7 y -18.6 -18.6 0 %100 460 P7-5 y -18.6 -18.6 0 %100 461 P7-9 y -18.6 -18.6 0 %100 462 P48-8 y -18.6 -18.6 0 %100 463 P10-11 y -18.6 -18.6 0 %100 464 P9-10 y -18.6 -18.6 0 %100 465 P21-14 y -18.6 -18.6 0 %100 466 P1-7 y -18.6 -18.6 0 %100 467 P10-5 y -18.6 -18.6 0 %100 468 P10-12 y -18.6 -18.6 0 %100 469 P6-11 y -18.6 -18.6 0 %100 470 P10-7 y -18.6 -18.6 0 %100 471 P7-8 y -18.6 -18.6 0 %100 472 P9-13 y -18.6 -18.6 0 %100 473 P9-11 y -18.6 -18.6 0 %100 474 P39-10 y -18.6 -18.6 0 %100 475 P8-12 y -18.6 -18.6 0 %100 476 P8-7 y -18.6 -18.6 0 %100 477 P8-11 y -18.6 -18.6 0 %100 478 P8-9 y -18.6 -18.6 0 %100 479 P8-5 y -18.6 -18.6 0 %100 480 P52-6 y -18.6 -18.6 0 %100 481 P33-10 y -18.6 -18.6 0 %100 482 P7-13 y -18.6 -18.6 0 %100 483 P8-13 y -18.6 -18.6 0 %100 484 P36-5 y -18.6 -18.6 0 %100 485 P4-10 y -18.6 -18.6 0 %100 486 P8-10 y -18.6 -18.6 0 %100 487 P7-7 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page160 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 488 P7-6 y -18.6 -18.6 0 %100 489 P7-10 y -18.6 -18.6 0 %100 490 P7-12 y -18.6 -18.6 0 %100 491 P7-11 y -18.6 -18.6 0 %100 492 P5-5 y -18.6 -18.6 0 %100 493 P5-7 y -18.6 -18.6 0 %100 494 P6-6 y -18.6 -18.6 0 %100 495 P5-11 y -18.6 -18.6 0 %100 496 P6-10 y -18.6 -18.6 0 %100 497 P5-10 y -18.6 -18.6 0 %100 498 P1-9 y -18.6 -18.6 0 %100 499 P10-14 y -18.6 -18.6 0 %100 500 P6-5 y -18.6 -18.6 0 %100 501 P6-12 y -18.6 -18.6 0 %100 502 P6-8 y -18.6 -18.6 0 %100 503 P4-5 y -18.6 -18.6 0 %100 504 P34-9 y -18.6 -18.6 0 %100 505 P4-6 y -18.6 -18.6 0 %100 506 P4-12 y -18.6 -18.6 0 %100 507 P4-7 y -18.6 -18.6 0 %100 508 P3-6 y -18.6 -18.6 0 %100 509 P3-11 y -18.6 -18.6 0 %100 510 P4-13 y -18.6 -18.6 0 %100 511 P3-8 y -18.6 -18.6 0 %100 512 P16-14 y -18.6 -18.6 0 %100 513 P38-6 y -18.6 -18.6 0 %100 514 P4-8 y -18.6 -18.6 0 %100 515 P12-14 y -18.6 -18.6 0 %100 516 P20-14 y -18.6 -18.6 0 %100 517 P17-14 y -18.6 -18.6 0 %100 518 P7-14 y -18.6 -18.6 0 %100 519 P31-7 y -18.6 -18.6 0 %100 520 P6-14 y -18.6 -18.6 0 %100 521 P5-14 y -18.6 -18.6 0 %100 522 P32-5 y -18.6 -18.6 0 %100 523 P2-10 y -18.6 -18.6 0 %100 524 P1-12 y -18.6 -18.6 0 %100 525 P1-5 y -18.6 -18.6 0 %100 526 P2-12 y -18.6 -18.6 0 %100 527 P44-9 y -18.6 -18.6 0 %100 528 P1-6 y -18.6 -18.6 0 %100 529 P2-7 y -18.6 -18.6 0 %100 530 P1-8 y -18.6 -18.6 0 %100 531 P1-10 y -18.6 -18.6 0 %100 532 P31-8 y -18.6 -18.6 0 %100 533 P2-13 y -18.6 -18.6 0 %100 534 P32-6 y -18.6 -18.6 0 %100 535 P31-6 y -18.6 -18.6 0 %100 536 P31-9 y -18.6 -18.6 0 %100 537 P31-10 y -18.6 -18.6 0 %100 538 P45-9 y -18.6 -18.6 0 %100 539 P33-8 y -18.6 -18.6 0 %100 540 P33-9 y -18.6 -18.6 0 %100 541 P34-5 y -18.6 -18.6 0 %100 542 P34-7 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page161 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 543 P33-6 y -18.6 -18.6 0 %100 544 P34-6 y -18.6 -18.6 0 %100 545 P48-7 y -18.6 -18.6 0 %100 546 P33-7 y -18.6 -18.6 0 %100 547 P36-7 y -18.6 -18.6 0 %100 548 P35-8 y -18.6 -18.6 0 %100 549 P36-8 y -18.6 -18.6 0 %100 550 P43-7 y -18.6 -18.6 0 %100 551 P43-6 y -18.6 -18.6 0 %100 552 P35-6 y -18.6 -18.6 0 %100 553 P36-6 y -18.6 -18.6 0 %100 554 P35-5 y -18.6 -18.6 0 %100 555 P38-9 y -18.6 -18.6 0 %100 556 P37-7 y -18.6 -18.6 0 %100 557 P37-5 y -18.6 -18.6 0 %100 558 P38-8 y -18.6 -18.6 0 %100 559 P38-10 y -18.6 -18.6 0 %100 560 P38-7 y -18.6 -18.6 0 %100 561 P37-8 y -18.6 -18.6 0 %100 562 P38-5 y -18.6 -18.6 0 %100 563 P37-9 y -18.6 -18.6 0 %100 564 P37-6 y -18.6 -18.6 0 %100 565 P40-10 y -18.6 -18.6 0 %100 566 P39-9 y -18.6 -18.6 0 %100 567 P39-5 y -18.6 -18.6 0 %100 568 P54-9 y -18.6 -18.6 0 %100 569 P40-9 y -18.6 -18.6 0 %100 570 P40-5 y -18.6 -18.6 0 %100 571 P40-6 y -18.6 -18.6 0 %100 572 P41-6 y -18.6 -18.6 0 %100 573 P41-5 y -18.6 -18.6 0 %100 574 P42-9 y -18.6 -18.6 0 %100 575 P41-8 y -18.6 -18.6 0 %100 576 P42-5 y -18.6 -18.6 0 %100 577 P42-6 y -18.6 -18.6 0 %100 578 P47-6 y -18.6 -18.6 0 %100 579 P44-8 y -18.6 -18.6 0 %100 580 P44-5 y -18.6 -18.6 0 %100 581 P43-5 y -18.6 -18.6 0 %100 582 P43-8 y -18.6 -18.6 0 %100 583 P44-6 y -18.6 -18.6 0 %100 584 P46-8 y -18.6 -18.6 0 %100 585 P45-8 y -18.6 -18.6 0 %100 586 P45-6 y -18.6 -18.6 0 %100 587 P45-7 y -18.6 -18.6 0 %100 588 P46-7 y -18.6 -18.6 0 %100 589 P47-9 y -18.6 -18.6 0 %100 590 P48-9 y -18.6 -18.6 0 %100 591 P48-5 y -18.6 -18.6 0 %100 592 P50-6 y -18.6 -18.6 0 %100 593 P50-5 y -18.6 -18.6 0 %100 594 P50-9 y -18.6 -18.6 0 %100 595 P50-8 y -18.6 -18.6 0 %100 596 P49-5 y -18.6 -18.6 0 %100 597 P49-9 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page162 MemberDistributedLoads(BLC13:Wend,down)(Continued) MemberLabelDirectionStartMagnitude[lb/ft,F,psf,lb-ft/ft]EndMagnitude[lb/ft,F,psf,lb-ft/ft]StartLocation[(ft,%)]EndLocation[(ft,%)] 598 P49-8 y -18.6 -18.6 0 %100 599 P49-7 y -18.6 -18.6 0 %100 600 P49-6 y -18.6 -18.6 0 %100 601 P52-7 y -18.6 -18.6 0 %100 602 P51-5 y -18.6 -18.6 0 %100 603 P51-9 y -18.6 -18.6 0 %100 604 P52-5 y -18.6 -18.6 0 %100 605 P52-9 y -18.6 -18.6 0 %100 606 P51-8 y -18.6 -18.6 0 %100 607 P51-6 y -18.6 -18.6 0 %100 608 P54-8 y -18.6 -18.6 0 %100 609 P54-6 y -18.6 -18.6 0 %100 610 P53-5 y -18.6 -18.6 0 %100 611 P54-5 y -18.6 -18.6 0 %100 612 P53-9 y -18.6 -18.6 0 %100 MemberPointLoads NoDatatoPrint... MemberAreaLoads NoDatatoPrint... BasicLoadCases BLCDescription Category XGravity YGravity ZGravity Distributed 1 SW DL -1 2 Solarpanels DL 612 3 Lr RLL 612 4 Wa,Unobstructed WL 612 5 Wb,Unobstructed WL 612 6 Wa,Obstructed WL 612 7 Wb,Obstructed WL 612 8 Wx-trim WLX 75 9 Wz-trim WLZ 97 10 Ex ELX 0.305 612 11 Ez ELZ 0.328 612 12 Wend,up WL 612 13 Wend,down WL 612 LoadCombinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 Deflection1 Yes Y DL 1 2 Deflection2 Yes Y RLL 1 3 Yes Y 4 0.6 4 Yes Y 5 0.6 5 Yes Y 6 0.6 6 Yes Y 7 0.6 7 Deflection3 Yes Y DL 1 RLL 1 8 ASCEASD1 Yes Y DL 1.4 9 ASCEASD3(a) Yes Y 1 1.2 RLL 1.6 10 ASCEASD5(a) Yes Y DL 1.2 4 1 8 1 11 ASCEASD5(a) Yes Y DL 1.2 5 1 8 1 12 ASCEASD5(a) Yes Y DL 1.2 6 1 8 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page163 LoadCombinations(Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 13 ASCEASD5(a) Yes Y DL 1.2 7 1 8 1 14 Yes Y DL 1.2 12 1 9 1 15 Yes Y DL 1.2 13 1 9 1 16 Yes Y DL 0.9 12 1 9 1 17 Yes Y DL 0.9 13 1 9 1 18 ASCEASD7 Yes Y DL 0.9 4 1 8 1 19 ASCEASD7 Yes Y DL 0.9 5 1 8 1 20 ASCEASD7 Yes Y DL 0.9 6 1 8 1 21 ASCEASD7 Yes Y DL 0.9 7 1 8 1 22 IBC16-5(a) Yes Y DL 1.2 ELX 1 23 IBC16-5(b) Yes Y DL 1.2 ELX+Z 1 24 IBC16-5(c) Yes Y DL 1.2 ELX-Z 1 25 IBC16-5(d) Yes Y DL 1.2 ELZ 1 26 IBC16-5(e) Yes Y DL 1.2 ELZ+X 1 27 IBC16-5(f) Yes Y DL 1.2 ELZ-X 1 28 IBC16-5(g) Yes Y DL 1.2 ELX -1 29 IBC16-5(h) Yes Y DL 1.2 ELX+Z -1 30 IBC16-5(i) Yes Y DL 1.2 ELX-Z -1 31 IBC16-5(j) Yes Y DL 1.2 ELZ -1 32 IBC16-5(k) Yes Y DL 1.2 ELZ+X -1 33 IBC16-5(l) Yes Y DL 1.2 ELZ-X -1 34 IBC16-7(a) Yes Y DL 0.9 ELX 1 35 IBC16-7(b) Yes Y DL 0.9 ELX+Z 1 36 IBC16-7(c) Yes Y DL 0.9 ELX-Z 1 37 IBC16-7(d) Yes Y DL 0.9 ELZ 1 38 IBC16-7(e) Yes Y DL 0.9 ELZ+X 1 39 IBC16-7(f) Yes Y DL 0.9 ELZ-X 1 40 IBC16-7(g) Yes Y DL 0.9 ELX -1 41 IBC16-7(h) Yes Y DL 0.9 ELX+Z -1 42 IBC16-7(i) Yes Y DL 0.9 ELX-Z -1 43 IBC16-7(j) Yes Y DL 0.9 ELZ -1 44 IBC16-7(k) Yes Y DL 0.9 ELZ+X -1 45 IBC16-7(l) Yes Y DL 0.9 ELZ-X -1 46 IBC16-5(os-a) Yes Y DL 1.2 Om*ELX 1 47 IBC16-5(os-b) Yes Y DL 1.2 Om*ELX+Z 1 48 IBC16-5(os-c) Yes Y DL 1.2 Om*ELX-Z 1 49 IBC16-5(os-d) Yes Y DL 1.2 Om*ELZ 1 50 IBC16-5(os-e) Yes Y DL 1.2 Om*ELZ+X 1 51 IBC16-5(os-f) Yes Y DL 1.2 Om*ELZ-X 1 52 IBC16-5(os-g) Yes Y DL 1.2 Om*ELX -1 53 IBC16-5(os-h) Yes Y DL 1.2 Om*ELX+Z -1 54 IBC16-5(os-i) Yes Y DL 1.2 Om*ELX-Z -1 55 IBC16-5(os-j) Yes Y DL 1.2 Om*ELZ -1 56 IBC16-5(os-k) Yes Y DL 1.2 Om*ELZ+X -1 57 IBC16-5(os-l) Yes Y DL 1.2 Om*ELZ-X -1 58 IBC16-7(os-a) Yes Y DL 0.9 Om*ELX 1 59 IBC16-7(os-b) Yes Y DL 0.9 Om*ELX+Z 1 60 IBC16-7(os-c) Yes Y 0.9 Om*ELX-Z 1 61 IBC16-7(os-d) Yes Y DL 0.9 Om*ELZ 1 62 IBC16-7(os-e) Yes Y DL 0.9 Om*ELZ+X 1 63 IBC16-7(os-f) Yes Y DL 0.9 Om*ELZ-X 1 64 IBC16-7(os-g) Yes Y DL 0.9 Om*ELX -1 65 IBC16-7(os-h) Yes Y DL 0.9 Om*ELX+Z -1 66 IBC16-7(os-i) Yes Y DL 0.9 Om*ELX-Z -1 67 IBC16-7(os-j) Yes Y DL 0.9 Om*ELZ -1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page164 LoadCombinations(Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 68 IBC16-7(os-k) Yes Y DL 0.9 Om*ELZ+X -1 69 IBC16-7(os-l) Yes Y DL 0.9 Om*ELZ-X -1 70 Exonly Y ELX 1 71 Ezonly Y ELZ 1 EnvelopeBeamDeflectionChecks NoDatatoPrint... MaterialTake-Off Material Size Pieces Length[ft]Weight[K] 1 HotRolledSteel 2 A572Gr.50 W10X19 15 306.9 5.87 3 A572Gr.50 W12X40 49 384.2 15.294 4 A572Gr.50 W21X101 2 83.6 8.477 5 A572Gr.50 W21X44 52 2253.9 99.704 6 A572rodbracing 3/4"diameter 172 3871.1 0 7 TotalHRSteel 290 6899.7 129.346 8 9 ColdFormedSteel 10 A653SSGr55 800S350-54 535 11378.3 36.317 11 A653SSGr55 800S350-68 52 1132.7 4.525 12 A653SSGr55 800S350-97 25 533.6 3 13 TotalCFSteel 612 13044.7 43.842 ConnectionDesignResults NoDatatoPrint... EnvelopeAISC15TH(360-16):LRFDMemberSteelCodeChecks Member Shape CodeCheckLoc[ft]LCShearCheckLoc[ft]DirLCphi*Pnc[lb]phi*Pnt[lb]phi*Mny-y[lb-ft]phi*Mnz-z[lb-ft] Cb Eqn 1 B3-1 W21X44 0.47 0.478 10 0.094 4.306 y 10142155.959 585000 38215.385 317314.973 1 H1-1b 2 B3-2 W21X44 0.692 14.693 10 0.348 15.167 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 3 B3-3 W21X44 0.564 30.792 9 0.33 30.318 y 15435279.684 585000 38215.385 317314.973 1 H1-1b 4 B3-4 W21X44 0.373 45.578 9 0.077 41.74 y 9 141369.652 585000 38215.385 317314.973 1 H1-1b 5 B4-1 W21X44 0.394 0.478 10 0.071 4.306 y 10142155.959 585000 38215.385 317314.973 1 H1-1b 6 B4-2 W21X44 0.639 14.693 10 0.093 14.693 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 7 B4-3 W21X44 0.52 30.792 9 0.076 29.844 y 16435279.684 585000 38215.385 317314.973 1 H1-1b 8 B4-4 W21X44 0.317 45.578 9 0.057 41.74 y 9 141369.652 585000 38215.385 317314.973 1 H1-1b 9 B5-1 W21X44 0.408 0.478 10 0.074 4.306 y 10142155.959 585000 38215.385 317314.973 1 H1-1b 10 B5-2 W21X44 0.631 14.693 10 0.124 15.167 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 11 B5-3 W21X44 0.523 30.792 9 0.116 30.318 y 15435279.684 585000 38215.385 317314.973 1 H1-1b 12 B5-4 W21X44 0.319 45.578 9 0.059 41.74 y 9 141369.652 585000 38215.385 317314.973 1 H1-1b 13 B6-1 W21X44 0.41 0.478 10 0.074 4.306 y 10142155.959 585000 38215.385 317314.973 1 H1-1b 14 B6-2 W21X44 0.63 14.693 10 0.118 15.167 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 15 B6-3 W21X44 0.523 30.792 9 0.101 30.318 y 9 435279.684 585000 38215.385 317314.973 1 H1-1b 16 B6-4 W21X44 0.317 45.578 9 0.059 41.74 y 9 141369.652 585000 38215.385 317314.973 1 H1-1b 17 B7-1 W21X44 0.408 0.478 10 0.074 4.306 y 10142155.959 585000 38215.385 317314.973 1 H1-1b 18 B7-2 W21X44 0.63 14.693 10 0.119 15.167 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 19 B7-3 W21X44 0.522 30.792 9 0.102 30.318 y 9 435279.684 585000 38215.385 317314.973 1 H1-1b 20 B7-4 W21X44 0.318 45.578 9 0.059 41.74 y 9 141369.652 585000 38215.385 317314.973 1 H1-1b 21 B8-1 W21X44 0.406 0.478 10 0.074 4.306 y 10142155.959 585000 38215.385 317314.973 1 H1-1b 22 B8-2 W21X44 0.631 14.693 10 0.118 15.167 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 23 B8-3 W21X44 0.524 30.792 9 0.101 30.318 y 9 435279.684 585000 38215.385 317314.973 1 H1-1b 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page165 EnvelopeAISC15TH(360-16):LRFDMemberSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LCShearCheckLoc[ft]DirLCphi*Pnc[lb]phi*Pnt[lb]phi*Mny-y[lb-ft]phi*Mnz-z[lb-ft] Cb Eqn 24 B8-4 W21X44 0.324 45.578 9 0.059 41.74 y 9 141369.652 585000 38215.385 317314.973 1 H1-1b 25 B9-1 W21X44 0.39 0.478 10 0.073 4.306 y 10142155.959 585000 38215.385 317314.973 1 H1-1b 26 B9-2 W21X44 0.647 14.693 10 0.116 15.167 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 27 B9-3 W21X44 0.503 30.792 9 0.101 30.318 y 9 435279.684 585000 38215.385 317314.973 1 H1-1b 28 B9-4 W21X44 0.321 45.578 9 0.057 41.74 y 9 141369.652 585000 38215.385 317314.973 1 H1-1b 29 B10-1 W21X44 0.43 0.478 10 0.074 4.306 y 10142155.959 585000 38215.385 317314.973 1 H1-1b 30 B10-2 W21X44 0.649 14.693 10 0.116 15.167 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 31 B10-3 W21X44 0.487 30.792 9 0.104 30.318 y 9 435279.684 585000 38215.385 317314.973 1 H1-1b 32 B10-4 W21X44 0.331 45.578 9 0.071 39.341 y 9 141369.652 585000 38215.385 317314.973 1 H1-1b 33 B11-1 W21X44 0.394 27.271 10 0.072 4.306 y 10142155.959 585000 38215.385 348615.173 1 H1-1b 34 B11-2 W21X44 0.689 14.693 10 0.115 14.693 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 35 B11-3 W21X44 0.435 29.971 9 0.068 29.971 y 9 435279.684 585000 38215.385 317314.973 1 H1-1b 36 B12-1 W21X44 0.359 27.287 10 0.07 4.264 y 10179008.416 585000 38215.385 348615.173 1 H1-1b 37 B12-2 W21X44 0.708 20 10 0.137 20 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 38 B13-1 W21X44 0.432 27.287 10 0.079 0.426 y 10179008.416 585000 38215.385 348615.173 1 H1-1b 39 B13-2 W21X44 0.738 20 10 0.117 20 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 40 ColC3 W12X40 0.315 7.09 10 0.067 0 y 10457525.911 526500 63000 213750 1.658 H1-1b 41 ColD3 W12X40 0.208 6.93 20 0.049 0.505 y 20460401.818 526500 63000 213750 1.657 H1-1b 42 ColD4 W12X40 0.174 6.51 20 0.049 0 y 20467718.999 526500 63000 213750 1.657 H1-1b 43 ColD5 W12X40 0.156 5.84 20 0.047 0 y 20478655.673 526500 63000 213750 1.658 H1-1b 44 ColD6 W12X40 0.154 5.35 20 0.051 0 y 20486043.373 526500 63000 213750 1.659 H1-1b 45 ColD7 W12X40 0.15 5.88 20 0.045 0 y 20478029.267 526500 63000 213750 1.657 H1-1b 46 ColD8 W12X40 0.164 6.17 20 0.047 0 y 20473385.704 526500 63000 213750 1.657 H1-1b 47 ColD9 W12X40 0.151 6.62 20 0.04 0 y 20465835.799 526500 63000 213750 1.655 H1-1b 48 ColD10 W12X40 0.139 7.11 20 0.034 0 y 20457163.091 526500 63000 213750 1.652 H1-1b 49 ColC4 W12X40 0.252 6.57 10 0.067 0 y 10466694.768 526500 63000 213750 1.659 H1-1b 50 ColC5 W12X40 0.23 5.83 10 0.067 0 y 10478811.734 526500 63000 213750 1.66 H1-1b 51 ColC6 W12X40 0.228 5.43 10 0.071 0 y 10484873.899 526500 63000 213750 1.661 H1-1b 52 ColC7 W12X40 0.227 5.82 10 0.066 0 y 10478967.579 526500 63000 213750 1.66 H1-1b 53 ColC8 W12X40 0.23 6.25 10 0.063 0 y 10472073.643 526500 63000 213750 1.659 H1-1b 54 ColC9 W12X40 0.28 6.76 10 0.073 0 y 10463404.653 526500 63000 213750 1.659 H1-1b 55 ColC10 W12X40 0.29 7.27 10 0.071 0 y 10454234.323 526500 63000 213750 1.659 H1-1b 56 ColC11 W12X40 0.39 7.6 10 0.094 0 y 10448050.437 526500 63000 213750 1.66 H1-1b 57 ColC12 W12X40 0.524 7.07 10 0.141 0 y 10457887.996 526500 63000 213750 1.663 H1-1b 58 ColC13 W12X40 0.487 10.85 10 0.085 0 y 10378951.365 526500 63000 213750 1.656 H1-1b 59 ColD11 W12X40 0.278 7.6 10 0.071 0 y 10448050.437 526500 63000 213750 1.659 H1-1b 60 ColA13 W12X40 0.54 9.7 10 0.109 9.7 y 10404811.846 526500 63000 213750 1.673 H1-1b 61 ColB15 W12X40 0.086 6.25 10 0.025 6.25 y 10472073.643 526500 63000 213750 1.686 H1-1b 62 ColC15 W12X40 0.126 6.25 10 0.035 0 y 10472073.643 526500 63000 213750 1.654 H1-1b 63 ColF10 W12X40 0.455 9.65 9 0.088 0.402 y 9 405907.367 526500 63000 213750 1.666 H1-1b 64 ColF9 W12X40 0.453 9.54 9 0.092 0.497 y 9 408307.888 526500 63000 213750 1.666 H1-1b 65 ColF8 W12X40 0.452 9.18 9 0.095 9.18 y 9 416067.144 526500 63000 213750 1.667 H1-1b 66 ColF7 W12X40 0.448 9.7 9 0.089 0.404 y 9 404811.846 526500 63000 213750 1.666 H1-1b 67 ColF6 W12X40 0.447 9.72 9 0.089 0.405 y 9 404372.884 526500 63000 213750 1.666 H1-1b 68 ColF5 W12X40 0.448 9.64 9 0.089 9.64 y 9 406126.147 526500 63000 213750 1.667 H1-1b 69 ColF4 W12X40 0.448 9.61 9 0.09 0.4 y 9 406781.828 526500 63000 213750 1.666 H1-1b 70 ColF3 W12X40 0.519 9.72 9 0.098 0.405 y 9 404372.884 526500 63000 213750 1.666 H1-1b 71 ColE1 W12X40 0.104 6.22 15 0.023 6.22 y 9 472567.219 526500 63000 213750 1.667 H1-1b 72 ColD1 W12X40 0.148 6.13 10 0.04 0 y 10474036.745 526500 63000 213750 1.655 H1-1b 73 ColC1 W12X40 0.111 6.18 9 0.025 0 y 28473222.422 526500 63000 213750 1.667 H1-1b 74 ColB1 W12X40 0.08 6.19 15 0.02 0 y 28473058.933 526500 63000 213750 1.667 H1-1b 75 ColA3 W12X40 0.611 9.7 10 0.119 9.7 y 10404811.846 526500 63000 213750 1.672 H1-1b 76 ColA4 W12X40 0.539 9.7 10 0.109 9.7 y 10404811.846 526500 63000 213750 1.673 H1-1b 77 ColA5 W12X40 0.554 9.76 10 0.111 9.76 y 10403493.683 526500 63000 213750 1.673 H1-1b 78 ColA6 W12X40 0.556 9.73 10 0.112 9.73 y 10404153.243 526500 63000 213750 1.673 H1-1b 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page166 EnvelopeAISC15TH(360-16):LRFDMemberSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LCShearCheckLoc[ft]DirLCphi*Pnc[lb]phi*Pnt[lb]phi*Mny-y[lb-ft]phi*Mnz-z[lb-ft] Cb Eqn 79 ColA7 W12X40 0.556 9.67 10 0.112 9.67 y 10405469.483 526500 63000 213750 1.673 H1-1b 80 ColA8 W12X40 0.553 9.72 10 0.111 9.72 y 10404372.884 526500 63000 213750 1.673 H1-1b 81 ColA9 W12X40 0.528 9.68 10 0.106 9.68 y 10405250.378 526500 63000 213750 1.673 H1-1b 82 ColA10 W12X40 0.553 6.3 10 0.171 6.3 y 10471246.896 526500 63000 213750 1.669 H1-1b 83 ColA11 W12X40 0.478 6.23 10 0.148 6.23 y 10472402.901 526500 63000 213750 1.67 H1-1b 84 ColA12 W12X40 0.421 9.7 10 0.084 9.7 y 10404811.846 526500 63000 213750 1.675 H1-1b 85 B-JACK-LINEC W21X101 0.478 24.819 10 0.062 41.801 y 10 608163.03 1.341e+6 231375 685322.315 1 H1-1b 86 B-JACK-LINED W21X101 0.408 24.819 9 0.054 41.801 y 9 608163.03 1.341e+6 231375 685322.315 1 H1-1b 87 B2-1 W21X44 0.323 18.457 9 0.429 18.139 z 14435279.684 585000 38215.385 317314.973 1 H1-1b 88 B2-2 W21X44 0.303 10.76 10 0.093 30.38 y 10435279.684 585000 38215.385 348615.173 1 H1-1b 89 B2-3 W21X44 0.718 28.594 9 0.173 0 y 10435279.684 585000 38215.385 348615.173 1 H1-1b 90 B2-4 W21X44 0.718 0 9 0.164 30.477 y 9 435279.684 585000 38215.385 348615.173 1 H1-1b 91 B2-5 W21X44 0.21 15.517 9 0.072 0 y 9 435279.684 585000 38215.385 348615.173 1 H1-1b 92 B2-6 W21X44 0.361 12.135 9 0.653 12.455 z 16435279.684 585000 38215.385 317314.973 1 H1-1b 93 B1-1 W21X44 0.264 4.35 16 0.267 4.35 z 16352282.082 585000 38215.385 348615.173 1 H1-1b 94 B1-2 W21X44 0.111 50.977 15 0.061 50.977 y 9 358273.676 585000 38215.385 317314.973 1 H1-1b 95 B1-3 W21X44 0.241 4.908 15 0.205 4.908 y 9 351552.914 585000 38215.385 317314.973 1 H1-1b 96 B15-1 W21X44 0.128 20.52 10 0.042 4.031 y 10429618.286 585000 38215.385 348615.173 1 H1-1b 97 B15-2 W21X44 0.323 11.93310 0.063 12.264 y 15435279.684 585000 38215.385 317314.973 1 H1-1b 98 B14-1 W21X44 0.234 15.8 10 0.228 17.839 y 10368176.021 585000 38215.385 317314.973 1 H1-1b 99 B14-2 W21X44 0.438 12 10 0.26 12 y 10435279.684 585000 38215.385 317314.973 1 H1-1b 100 ColC14 W12X40 0.109 10.18 10 0.014 0 y 22394163.914 526500 63000 213750 1.667 H1-1b 101 M716 3/4"diameter 0.34 22.427 14 0.003 22.427 15 48.445 19880.391 248.505 248.505 1 H1-1a* 102 M717 3/4"diameter 0.135 23.2 43 0.001 23.2 13 45.269 19880.391 248.505 248.505 1 H1-1b* 103 M718 3/4"diameter 0.134 22.525 16 0.004 22.525 15 48.023 19880.391 248.505 248.505 1 H1-1b* 104 M719 3/4"diameter 0.027 23.298 31 0.006 23.298 10 44.891 19880.391 248.505 248.505 1 H1-1b* 105 M720 3/4"diameter 0.038 22.525 43 0.002 22.525 19 48.023 19880.391 248.505 248.505 1 H1-1b* 106 M721 3/4"diameter 0.186 23.298 15 0.005 23.298 10 44.891 19880.391 248.505 248.505 1 H1-1b* 107 M722 3/4"diameter 0.133 22.165 43 0.001 22.165 31 49.597 19880.391 248.505 248.505 1 H1-1b* 108 M723 3/4"diameter 0.13 21.876 31 0.003 21.876 10 50.917 19880.391 248.505 248.505 1 H1-1b* 109 M724 3/4"diameter 0.198 23.298 16 0.01 23.298 15 44.891 19880.391 248.505 248.505 1 H1-1b* 110 M725 3/4"diameter 0.046 22.525 31 0.014 22.525 10 48.023 19880.391 248.505 248.505 1 H1-1b* 111 M726 3/4"diameter 0.026 23.298 31 0.016 23.298 9 44.891 19880.391 248.505 248.505 1 H1-1b* 112 M727 3/4"diameter 0.165 22.525 16 0.011 22.525 15 48.023 19880.391 248.505 248.505 1 H1-1b* 113 M728 3/4"diameter 0.152 23.728 31 0.006 23.728 9 43.277 19880.391 248.505 248.505 1 H1-1b* 114 M729 3/4"diameter 0.144 22.17431 0 22.174 31 49.557 19880.391 248.505 248.505 1 H1-1b* 115 M730 3/4"diameter 0.213 23.298 15 0.005 23.298 15 44.891 19880.391 248.505 248.505 1 H1-1a* 116 M731 3/4"diameter 0.05 22.525 31 0.003 22.525 20 48.023 19880.391 248.505 248.505 1 H1-1b* 117 M732 3/4"diameter 0.023 23.298 43 0.001 23.298 28 44.891 19880.391 248.505 248.505 1 H1-1b* 118 M733 3/4"diameter 0.144 22.525 15 0.004 22.525 15 48.023 19880.391 248.505 248.505 1 H1-1b* 119 M734 3/4"diameter 0.149 23.25 31 0.001 23.25 12 45.076 19880.391 248.505 248.505 1 H1-1b* 120 M735 3/4"diameter 0.283 23.25 15 0.001 23.25 9 45.076 19880.391 248.505 248.505 1 H1-1a* 121 M736 3/4"diameter 0.085 22.525 43 0.001 22.525 5 48.023 19880.391 248.505 248.505 1 H1-1b* 122 M737 3/4"diameter 0.045 23.298 16 0.003 23.298 15 44.891 19880.391 248.505 248.505 1 H1-1b* 123 M738 3/4"diameter 0.073 22.525 15 0.005 22.525 15 48.023 19880.391 248.505 248.505 1 H1-1b* 124 M739 3/4"diameter 0.131 23.298 31 0.002 23.298 20 44.891 19880.391 248.505 248.505 1 H1-1b* 125 M740 3/4"diameter 0.236 22.17415 0.003 22.174 15 49.557 19880.391 248.505 248.505 1 H1-1a* 126 M741 3/4"diameter 0.246 23.728 16 0.002 23.728 15 43.277 19880.391 248.505 248.505 1 H1-1a* 127 M742 3/4"diameter 0.103 22.525 31 0.012 22.525 9 48.023 19880.391 248.505 248.505 1 H1-1b* 128 M743 3/4"diameter 0.035 23.298 16 0.015 23.298 15 44.891 19880.391 248.505 248.505 1 H1-1b* 129 M744 3/4"diameter 0.071 22.525 14 0.014 22.525 15 48.023 19880.391 248.505 248.505 1 H1-1b* 130 M745 3/4"diameter 0.124 23.298 31 0.012 23.298 10 44.891 19880.391 248.505 248.505 1 H1-1b* 131 M746 3/4"diameter 0.203 21.876 16 0.002 21.876 15 50.917 19880.391 248.505 248.505 1 H1-1a* 132 M747 3/4"diameter 0.212 22.165 15 0.004 22.165 10 49.597 19880.391 248.505 248.505 1 H1-1a* 133 M748 3/4"diameter 0.115 23.298 43 0.002 23.298 19 44.891 19880.391 248.505 248.505 1 H1-1b* 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page167 EnvelopeAISC15TH(360-16):LRFDMemberSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LCShearCheckLoc[ft]DirLCphi*Pnc[lb]phi*Pnt[lb]phi*Mny-y[lb-ft]phi*Mnz-z[lb-ft]Cb Eqn 134 M749 3/4"diameter 0.059 22.525 15 0.006 22.525 10 48.023 19880.391 248.505 248.505 1 H1-1b* 135 M750 3/4"diameter 0.048 23.298 16 0.003 23.298 15 44.891 19880.391 248.505 248.505 1 H1-1b* 136 M751 3/4"diameter 0.082 22.525 31 0.002 22.525 10 48.023 19880.391 248.505 248.505 1 H1-1b* 137 M752 3/4"diameter 0.257 23.2 15 0.001 23.2 19 45.269 19880.391 248.505 248.505 1 H1-1a* 138 M753 3/4"diameter 0.186 22.427 43 0.003 22.427 19 48.445 19880.391 248.505 248.505 1 H1-1b* 139 M754 3/4"diameter 0.394 21.489 14 0.001 21.489 19 52.769 19880.391 248.505 248.505 1 H1-1a* 140 M755 3/4"diameter 0.192 21.335 31 0.002 21.335 10 53.532 19880.391 248.505 248.505 1 H1-1b* 141 M756 3/4"diameter 0.396 21.4414 0.001 21.44 20 53.008 19880.391 248.505 248.505 1 H1-1a* 142 M757 3/4"diameter 0.195 21.318 31 0.001 21.318 20 53.618 19880.391 248.505 248.505 1 H1-1b* 143 M758 3/4"diameter 0.378 22.435 16 0.003 22.435 15 48.41 19880.391 248.505 248.505 1 H1-1a* 144 M759 3/4"diameter 0.211 22.39 31 0.005 22.39 9 48.604 19880.391 248.505 248.505 1 H1-1a* 145 M760 3/4"diameter 0.348 22.357 16 0.003 22.357 20 48.749 19880.391 248.505 248.505 1 H1-1a* 146 M761 3/4"diameter 0.045 23.293 16 0.002 23.293 20 44.909 19880.391 248.505 248.505 1 H1-1b* 147 M762 3/4"diameter 0.1 22.521 31 0.001 22.521 9 48.043 19880.391 248.505 248.505 1 H1-1b* 148 M763 3/4"diameter 0.153 22.521 16 0.002 22.521 20 48.043 19880.391 248.505 248.505 1 H1-1b* 149 M764 3/4"diameter 0.169 23.72431 0.003 23.724 9 43.294 19880.391 248.505 248.505 1 H1-1b* 150 M765 3/4"diameter 0.245 23.293 15 0 23.293 22 44.909 19880.391 248.505 248.505 1 H1-1a* 151 M766 3/4"diameter 0.148 22.521 15 0.002 22.521 10 48.043 19880.391 248.505 248.505 1 H1-1b* 152 M767 3/4"diameter 0.245 21.871 15 0.004 21.871 10 50.94 19880.391 248.505 248.505 1 H1-1a* 153 M768 3/4"diameter 0.05 23.293 15 0.004 23.293 10 44.909 19880.391 248.505 248.505 1 H1-1b* 154 M769 3/4"diameter 0.154 22.169 43 0.002 22.169 20 49.579 19880.391 248.505 248.505 1 H1-1b* 155 M770 3/4"diameter 0.081 22.521 31 0.002 22.521 9 48.043 19880.391 248.505 248.505 1 H1-1b* 156 M771 3/4"diameter 0.099 23.293 43 0 23.293 20 44.909 19880.391 248.505 248.505 1 H1-1b* 157 M772 3/4"diameter 0.046 22.521 43 0.001 22.521 21 48.043 19880.391 248.505 248.505 1 H1-1b* 158 M773 3/4"diameter 0.118 23.293 43 0 23.293 11 44.909 19880.391 248.505 248.505 1 H1-1b* 159 M774 3/4"diameter 0.191 22.521 16 0 22.521 20 48.043 19880.391 248.505 248.505 1 H1-1b* 160 M775 3/4"diameter 0.03 23.293 10 0.002 23.293 10 44.909 19880.391 248.505 248.505 1 H1-1b* 161 M777 3/4"diameter 0.023 23.293 31 0.004 23.293 9 44.909 19880.391 248.505 248.505 1 H1-1b* 162 M778 3/4"diameter 0.195 23.293 15 0 23.293 28 44.909 19880.391 248.505 248.505 1 H1-1b* 163 M779 3/4"diameter 0.092 22.521 15 0.003 22.521 9 48.043 19880.391 248.505 248.505 1 H1-1b* 164 M780 3/4"diameter 0.256 23.196 15 0.002 23.196 10 45.287 19880.391 248.505 248.505 1 H1-1a* 165 M781 3/4"diameter 0.278 21.34415 0.001 21.344 20 53.486 19880.391 248.505 248.505 1 H1-1a* 166 M782 3/4"diameter 0.071 22.521 43 0.001 22.521 19 48.043 19880.391 248.505 248.505 1 H1-1b* 167 M783 3/4"diameter 0.104 23.293 31 0 23.293 10 44.909 19880.391 248.505 248.505 1 H1-1b* 168 M784 3/4"diameter 0.14 23.196 43 0.001 23.196 31 45.287 19880.391 248.505 248.505 1 H1-1b* 169 M785 3/4"diameter 0.019 23.293 19 0.002 23.293 19 44.909 19880.391 248.505 248.505 1 H1-1b* 170 M786 3/4"diameter 0.038 22.521 31 0.003 22.521 10 48.043 19880.391 248.505 248.505 1 H1-1b* 171 M787 3/4"diameter 0.186 23.293 16 0 23.293 19 44.909 19880.391 248.505 248.505 1 H1-1b* 172 M788 3/4"diameter 0.141 22.16 31 0.004 22.16 10 49.619 19880.391 248.505 248.505 1 H1-1b* 173 M789 3/4"diameter 0.125 21.871 43 0.001 21.871 21 50.94 19880.391 248.505 248.505 1 H1-1b* 174 M790 3/4"diameter 0.036 22.521 43 0.002 22.521 20 48.043 19880.391 248.505 248.505 1 H1-1b* 175 M791 3/4"diameter 0.259 23.245 16 0.001 23.245 15 45.094 19880.391 248.505 248.505 1 H1-1a* 176 M792 3/4"diameter 0.043 23.293 16 0.003 23.293 20 44.909 19880.391 248.505 248.505 1 H1-1b* 177 M793 3/4"diameter 0.298 22.169 15 0.004 22.169 9 49.579 19880.391 248.505 248.505 1 H1-1a* 178 M795 3/4"diameter 0.308 23.72416 0.002 23.724 20 43.294 19880.391 248.505 248.505 1 H1-1a* 179 M796 3/4"diameter 0.117 22.521 15 0.002 22.521 9 48.043 19880.391 248.505 248.505 1 H1-1b* 180 M797 3/4"diameter 0.257 22.16 16 0.003 22.16 21 49.619 19880.391 248.505 248.505 1 H1-1a* 181 M798 3/4"diameter 0.061 22.521 16 0.002 22.521 19 48.043 19880.391 248.505 248.505 1 H1-1b* 182 M799 3/4"diameter 0.313 21.385 16 0.001 21.385 19 53.283 19880.391 248.505 248.505 1 H1-1a* 183 M800 3/4"diameter 0.201 21.539 31 0.002 21.539 10 52.52 19880.391 248.505 248.505 1 H1-1a* 184 M801 3/4"diameter 0.188 21.49 31 0.001 21.49 18 52.763 19880.391 248.505 248.505 1 H1-1b* 185 M802 3/4"diameter 0.219 22.402 31 0.005 22.402 9 48.555 19880.391 248.505 248.505 1 H1-1a* 186 M803 3/4"diameter 0.158 23.245 31 0.001 23.245 9 45.094 19880.391 248.505 248.505 1 H1-1b* 187 M804 3/4"diameter 0.326 22.466 15 0.006 22.466 10 48.277 19880.391 248.505 248.505 1 H1-1a* 188 M805 3/4"diameter 0.187 22.441 43 0.003 22.441 19 48.383 19880.391 248.505 248.505 1 H1-1b* 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page168 EnvelopeAISC15TH(360-16):LRFDMemberSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LCShearCheckLoc[ft]DirLCphi*Pnc[lb]phi*Pnt[lb]phi*Mny-y[lb-ft]phi*Mnz-z[lb-ft] Cb Eqn 189 M806 3/4"diameter 0.252 23.226 15 0.002 23.226 10 45.168 19880.391 248.505 248.505 1 H1-1a* 190 M807 3/4"diameter 0.079 22.552 31 0.001 22.552 21 47.909 19880.391 248.505 248.505 1 H1-1b* 191 M808 3/4"diameter 0.041 23.32416 0.002 23.324 19 44.792 19880.391 248.505 248.505 1 H1-1b* 192 M809 3/4"diameter 0.059 22.552 15 0.003 22.552 9 47.909 19880.391 248.505 248.505 1 H1-1b* 193 M810 3/4"diameter 0.109 23.32443 0 23.324 19 44.792 19880.391 248.505 248.505 1 H1-1b* 194 M811 3/4"diameter 0.263 22.192 15 0.003 22.192 15 49.476 19880.391 248.505 248.505 1 H1-1a* 195 M812 3/4"diameter 0.251 21.903 16 0.002 21.903 15 50.79 19880.391 248.505 248.505 1 H1-1a* 196 M813 3/4"diameter 0.117 23.32431 0 23.324 28 44.792 19880.391 248.505 248.505 1 H1-1b* 197 M814 3/4"diameter 0.083 22.552 15 0.002 22.552 9 47.909 19880.391 248.505 248.505 1 H1-1b* 198 M815 3/4"diameter 0.037 23.32416 0.001 23.324 15 44.792 19880.391 248.505 248.505 1 H1-1b* 199 M816 3/4"diameter 0.1 22.552 31 0.001 22.552 9 47.909 19880.391 248.505 248.505 1 H1-1b* 200 M817 3/4"diameter 0.296 23.753 16 0.003 23.753 15 43.185 19880.391 248.505 248.505 1 H1-1a* 201 M818 3/4"diameter 0.288 22.201 15 0.003 22.201 20 49.437 19880.391 248.505 248.505 1 H1-1a* 202 M819 3/4"diameter 0.127 23.32431 0 23.324 11 44.792 19880.391 248.505 248.505 1 H1-1b* 203 M820 3/4"diameter 0.079 22.552 15 0.002 22.552 20 47.909 19880.391 248.505 248.505 1 H1-1b* 204 M821 3/4"diameter 0.039 23.32414 0.003 23.324 20 44.792 19880.391 248.505 248.505 1 H1-1b* 205 M822 3/4"diameter 0.082 22.552 43 0.001 22.552 20 47.909 19880.391 248.505 248.505 1 H1-1b* 206 M823 3/4"diameter 0.278 23.276 15 0.002 23.276 9 44.976 19880.391 248.505 248.505 1 H1-1a* 207 M824 3/4"diameter 0.359 22.462 16 0.003 22.462 20 48.295 19880.391 248.505 248.505 1 H1-1a* 208 M825 3/4"diameter 0.214 22.45431 0.005 22.454 9 48.33 19880.391 248.505 248.505 1 H1-1a* 209 M826 3/4"diameter 0.151 23.276 43 0 23.276 22 44.976 19880.391 248.505 248.505 1 H1-1b* 210 M827 3/4"diameter 0.151 22.552 15 0.002 22.552 9 47.909 19880.391 248.505 248.505 1 H1-1b* 211 M828 3/4"diameter 0.02 23.32443 0.003 23.324 20 44.792 19880.391 248.505 248.505 1 H1-1b* 212 M829 3/4"diameter 0.046 22.552 31 0.002 22.552 20 47.909 19880.391 248.505 248.505 1 H1-1b* 213 M830 3/4"diameter 0.225 23.32415 0 23.324 22 44.792 19880.391 248.505 248.505 1 H1-1a* 214 M831 3/4"diameter 0.161 22.201 31 0.002 22.201 20 49.437 19880.391 248.505 248.505 1 H1-1b* 215 M832 3/4"diameter 0.167 23.753 31 0.002 23.753 9 43.185 19880.391 248.505 248.505 1 H1-1b* 216 M833 3/4"diameter 0.174 22.552 16 0 22.552 15 47.909 19880.391 248.505 248.505 1 H1-1b* 217 M834 3/4"diameter 0.023 23.32431 0.003 23.324 10 44.792 19880.391 248.505 248.505 1 H1-1b* 218 M835 3/4"diameter 0.045 22.552 43 0.001 22.552 21 47.909 19880.391 248.505 248.505 1 H1-1b* 219 M836 3/4"diameter 0.202 23.32416 0 23.324 34 44.792 19880.391 248.505 248.505 1 H1-1a* 220 M837 3/4"diameter 0.144 21.903 31 0.003 21.903 10 50.79 19880.391 248.505 248.505 1 H1-1b* 221 M838 3/4"diameter 0.148 22.192 31 0.002 22.192 21 49.476 19880.391 248.505 248.505 1 H1-1b* 222 M839 3/4"diameter 0.187 23.32415 0 23.324 19 44.792 19880.391 248.505 248.505 1 H1-1b* 223 M840 3/4"diameter 0.035 22.552 43 0.002 22.552 21 47.909 19880.391 248.505 248.505 1 H1-1b* 224 M841 3/4"diameter 0.025 23.407 31 0.003 23.407 9 44.473 19880.391 248.505 248.505 1 H1-1b* 225 M842 3/4"diameter 0.136 22.48 15 0.001 22.48 15 48.217 19880.391 248.505 248.505 1 H1-1b* 226 M843 3/4"diameter 0.137 23.226 31 0 23.226 28 45.168 19880.391 248.505 248.505 1 H1-1b* 227 M844 3/4"diameter 0.325 21.067 15 0.001 21.067 19 54.9 19880.391 248.505 248.505 1 H1-1a* 228 M845 3/4"diameter 0.183 21.162 31 0.001 21.162 10 54.41 19880.391 248.505 248.505 1 H1-1b* 229 M846 3/4"diameter 0.32 21.049 15 0.001 21.049 20 54.997 19880.391 248.505 248.505 1 H1-1a* 230 M847 3/4"diameter 0.181 21.177 31 0.001 21.177 20 54.332 19880.391 248.505 248.505 1 H1-1b* 231 M850 W10X19 0.312 10.227 14 0.004 20.453 y 15 16088.525 252900 12562.5 21445.329 1.136 H1-1a 232 M851 W10X19 0.333 10.227 14 0.004 20.453 y 15 16088.525 252900 12562.5 21445.329 1.136 H1-1a 233 M852 W10X19 0.319 10.241 15 0.004 20.482 y 8 16042.574 252900 12562.5 21409.816 1.136 H1-1a 234 M855 W10X19 0.306 10.241 14 0.004 20.482 y 8 16042.574 252900 12562.5 21409.816 1.136 H1-1a 235 M856 W10X19 0.296 10.22415 0.004 20.448 y 8 16096.794 252900 12562.5 21451.716 1.136 H1-1a 236 M859 W10X19 0.312 10.22415 0.004 20.448 y 8 16096.794 252900 12562.5 21451.716 1.136 H1-1a 237 M860 3/4"diameter 0.326 21.318 15 0.005 21.318 10 53.618 19880.391 248.505 248.505 1 H1-1a* 238 M861 3/4"diameter 0.199 21.29943 0.002 21.299 19 53.713 19880.391 248.505 248.505 1 H1-1b* 239 M862 W10X19 0.341 10.257 15 0.004 20.514 y 10 15993.859 252900 12562.5 21372.133 1.136 H1-1a 240 M863 3/4"diameter 0.19 21.269 31 0.001 21.269 10 53.863 19880.391 248.505 248.505 1 H1-1b* 241 M864 3/4"diameter 0.299 21.157 15 0.001 21.157 19 54.436 19880.391 248.505 248.505 1 H1-1a* 242 M865 3/4"diameter 0.327 21.25315 0.001 21.253 19 53.945 19880.391 248.505 248.505 1 H1-1a* 243 M866 3/4"diameter 0.179 21.397 31 0.002 21.397 10 53.223 19880.391 248.505 248.505 1 H1-1b* 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page169 EnvelopeAISC15TH(360-16):LRFDMemberSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LCShearCheckLoc[ft]DirLCphi*Pnc[lb]phi*Pnt[lb]phi*Mny-y[lb-ft]phi*Mnz-z[lb-ft] Cb Eqn 244 M867 3/4"diameter 0.175 21.067 31 0.001 21.067 10 54.901 19880.391 248.505 248.505 1 H1-1b* 245 M868 3/4"diameter 0.34 21.16415 0.001 21.164 19 54.398 19880.391 248.505 248.505 1 H1-1a* 246 M869 3/4"diameter 0.199 21.18 31 0.001 21.18 10 54.319 19880.391 248.505 248.505 1 H1-1b* 247 M870 3/4"diameter 0.333 21.378 15 0.001 21.378 19 53.316 19880.391 248.505 248.505 1 H1-1a* 248 M871 3/4"diameter 0.202 21.182 31 0.001 21.182 20 54.306 19880.391 248.505 248.505 1 H1-1a* 249 M872 3/4"diameter 0.332 21.361 15 0.001 21.361 20 53.401 19880.391 248.505 248.505 1 H1-1a* 250 M873 3/4"diameter 0.337 21.167 15 0.001 21.167 20 54.385 19880.391 248.505 248.505 1 H1-1a* 251 M874 3/4"diameter 0.176 21.049 31 0.001 21.049 20 54.998 19880.391 248.505 248.505 1 H1-1b* 252 M875 3/4"diameter 0.189 21.248 31 0.001 21.248 20 53.972 19880.391 248.505 248.505 1 H1-1b* 253 M876 3/4"diameter 0.281 21.172 15 0.001 21.172 20 54.358 19880.391 248.505 248.505 1 H1-1a* 254 M877 3/4"diameter 0.173 21.356 31 0.001 21.356 18 53.426 19880.391 248.505 248.505 1 H1-1b* 255 M878 3/4"diameter 0.298 21.231 15 0.001 21.231 20 54.055 19880.391 248.505 248.505 1 H1-1a* 256 M879 3/4"diameter 0.195 21.707 31 0.002 21.707 10 51.71 19880.391 248.505 248.505 1 H1-1b* 257 M880 3/4"diameter 0.241 21.552 15 0.001 21.552 19 52.458 19880.391 248.505 248.505 1 H1-1a* 258 M881 3/4"diameter 0.208 21.707 31 0.004 21.707 10 51.71 19880.391 248.505 248.505 1 H1-1a* 259 M882 3/4"diameter 0.315 21.602 16 0.001 21.602 19 52.217 19880.391 248.505 248.505 1 H1-1a* 260 M883 W10X19 0.552 10.227 14 0.004 20.453 y 8 16088.525 252900 12562.5 21445.329 1.136 H1-1a 261 M884 W10X19 0.581 10.227 15 0.004 20.453 y 8 16088.525 252900 12562.5 21445.329 1.136 H1-1a 262 M885 W10X19 0.329 10.241 15 0.004 20.482 y 8 16042.574 252900 12562.5 21409.816 1.136 H1-1a 263 M886 W10X19 0.251 9.798 31 0.004 20.448 y 8 16096.794 252900 12562.5 21451.716 1.136 H1-1a 264 M887 W10X19 0.34 10.22415 0.004 20.448 y 8 16096.794 252900 12562.5 21451.716 1.136 H1-1a 265 M888 W10X19 0.378 10.241 15 0.004 20.482 y 8 16042.574 252900 12562.5 21409.816 1.136 H1-1a 266 ColB2 W12X40 0.238 6.14 15 0.066 6.14 y 9 473874.298 526500 63000 213750 1.667 H1-1b 267 ColE2 W12X40 0.305 9.76 15 0.055 9.76 y 9 403493.683 526500 63000 213750 1.667 H1-1b 268 ColB14 W12X40 0.08 9.66 28 0.015 0 y 28405688.479 526500 63000 213750 1.649 H1-1b 269 M889 W10X19 0.08 10.221 22 0.005 20.441 y 10 16107.056 252900 12562.5 21459.642 1.136 H1-1b 270 M890 W10X19 0.08 10.221 22 0.004 20.441 y 10 16107.056 252900 12562.5 21459.642 1.136 H1-1b 271 M891 3/4"diameter 9.99+ 22.416 43 0.005 22.416 10 48.492 19880.391 248.505 248.505 1 H1-1a* 272 M892 3/4"diameter 9.99+ 22.416 15 0.004 22.416 10 48.492 19880.391 248.505 248.505 1 H1-1a* 273 M893 3/4"diameter 9.99+ 21.471 31 0.006 21.471 10 52.854 19880.391 248.505 248.505 1 H1-1a* 274 M894 3/4"diameter 9.99+ 22.912 15 0.004 22.912 10 46.415 19880.391 248.505 248.505 1 H1-1a* 275 M895 3/4"diameter 9.99+ 23.19 43 0.002 23.19 10 45.309 19880.391 248.505 248.505 1 H1-1a* 276 M896 3/4"diameter 9.99+ 22.51515 0.006 22.515 10 48.068 19880.391 248.505 248.505 1 H1-1a* 277 M897 3/4"diameter 6.101 23.288 19 0.006 23.288 10 44.931 19880.391 248.505 248.505 1 H1-1a* 278 M898 3/4"diameter 9.99+ 22.51531 0.005 22.515 10 48.068 19880.391 248.505 248.505 1 H1-1a* 279 M899 3/4"diameter 9.99+ 23.288 16 0.003 23.288 10 44.931 19880.391 248.505 248.505 1 H1-1a* 280 M900 3/4"diameter 9.99+ 22.15431 0.006 22.154 10 49.646 19880.391 248.505 248.505 1 H1-1a* 281 M901 3/4"diameter 9.99+ 21.86543 0.001 21.865 10 50.968 19880.391 248.505 248.505 1 H1-1a* 282 M902 3/4"diameter 9.99+ 23.288 15 0.002 23.288 10 44.931 19880.391 248.505 248.505 1 H1-1a* 283 M903 3/4"diameter 9.99+ 23.288 43 0.001 23.288 9 44.931 19880.391 248.505 248.505 1 H1-1a* 284 M904 3/4"diameter 9.99+ 21.86515 0.003 21.865 10 50.968 19880.391 248.505 248.505 1 H1-1a* 285 M905 3/4"diameter 9.99+ 22.15416 0.002 22.154 10 49.646 19880.391 248.505 248.505 1 H1-1a* 286 M906 3/4"diameter 9.99+ 23.288 31 0.001 23.288 10 44.931 19880.391 248.505 248.505 1 H1-1a* 287 M907 3/4"diameter 9.99+ 22.51516 0.006 22.515 10 48.068 19880.391 248.505 248.505 1 H1-1a* 288 M908 3/4"diameter 9.99+ 23.288 10 0.007 23.288 10 44.931 19880.391 248.505 248.505 1 H1-1a* 289 M909 3/4"diameter 9.99+ 22.51543 0.003 22.515 10 48.068 19880.391 248.505 248.505 1 H1-1a* 290 M910 3/4"diameter 9.99+ 23.19 15 0.002 23.19 10 45.309 19880.391 248.505 248.505 1 H1-1a* EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 1 P28-1 800S350-68 0.319 17.808 9 0.137 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 2 P27-1 800S350-68 0.402 17.808 10 0.172 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 3 P27-2 800S350-54 0.675 10.397 16 0.336 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 4 P27-3 800S350-54 0.419 17.4710 0.283 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 5 P27-4 800S350-54 0.42 17.509 10 0.283 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page170 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 6 P27-5 800S350-54 0.42 17.496 10 0.283 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 7 P27-6 800S350-54 0.42 17.49510 0.283 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 8 P27-7 800S350-54 0.419 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 9 P27-8 800S350-54 0.422 17.476 10 0.285 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 10 P27-9 800S350-54 0.403 7.242 10 0.276 17.253 y 10 10212.854 46431 2454.476 6553.507 3178.08 10752.792 1 H1.2-1 11 P27-10 800S350-54 0.501 17.53510 0.292 17.265 y 109144.028 46431 2193.145 6387.447 3178.08 10752.792 1 H1.2-1 12 P28-2 800S350-54 0.645 9.87716 0.263 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 13 P28-3 800S350-54 0.356 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 14 P28-4 800S350-54 0.355 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 15 P28-5 800S350-54 0.356 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 16 P28-6 800S350-54 0.356 17.282 9 0.223 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 17 P28-7 800S350-54 0.354 17.277 9 0.222 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 18 P28-8 800S350-54 0.365 17.263 9 0.224 17.476 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 19 P28-9 800S350-54 0.347 17.253 9 0.216 17.253 y 9 10212.854 46431 2222.575 6387.447 3178.08 10752.792 1 H1.2-1 20 P28-10 800S350-54 0.475 17.535 9 0.229 17.265 y 9 9144.028 46431 2193.145 6387.447 3178.08 10752.792 1 H1.2-1 21 P26-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 22 P25-1 800S350-68 0.384 17.808 10 0.174 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 23 P26-9 800S350-54 0.398 17.466 10 0.276 17.253 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 24 P26-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 25 P26-1 800S350-68 0.386 17.808 10 0.174 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 26 P25-2 800S350-54 0.692 10.137 16 0.336 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 27 P26-2 800S350-54 0.676 10.137 16 0.335 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 28 P25-3 800S350-54 0.42 17.4710 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 29 P26-3 800S350-54 0.42 17.4710 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 30 P25-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 31 P25-5 800S350-54 0.42 17.496 10 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 32 P26-5 800S350-54 0.42 17.496 10 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 33 P25-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 34 P25-7 800S350-54 0.419 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 35 P26-7 800S350-54 0.419 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 36 P25-8 800S350-54 0.422 17.476 10 0.285 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 37 P26-8 800S350-54 0.423 17.476 10 0.285 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 38 P25-9 800S350-54 0.399 17.466 10 0.276 17.253 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 39 P25-10 800S350-54 0.499 17.53510 0.291 17.265 y 109144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 40 P26-10 800S350-54 0.499 17.53510 0.292 17.265 y 109144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 41 P30-6 800S350-54 0.348 17.282 9 0.223 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 42 P29-1 800S350-68 0.304 18.025 9 0.137 18.025 y 9 17824.642 58113 3116.525 8847.329 6414.084 14053.495 1 H1.2-1 43 P30-9 800S350-54 0.353 17.253 9 0.216 17.253 y 9 10212.854 46431 2454.476 6377.17 3178.08 10752.792 1 H1.2-1 44 P30-4 800S350-54 0.345 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 45 P30-1 800S350-68 0.329 17.808 16 0.137 18.025 y 9 17824.642 58113 3116.525 8843.834 6414.084 14053.495 1 H1.2-1 46 P29-2 800S350-54 0.654 9.87716 0.264 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 47 P30-2 800S350-54 0.68 10.397 16 0.265 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 48 P29-3 800S350-54 0.346 17.257 9 0.223 17.47 y 9 10211.962 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 49 P30-3 800S350-54 0.365 17.257 16 0.223 17.47 y 9 10211.962 46431 2454.476 6365.1 3178.08 10752.792 1 H1.2-1 50 P29-4 800S350-54 0.346 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 51 P29-5 800S350-54 0.346 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 52 P30-5 800S350-54 0.346 17.496 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 53 P29-6 800S350-54 0.346 17.282 9 0.223 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 54 P29-7 800S350-54 0.346 17.277 9 0.222 17.491 y 9 10207.676 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 55 P30-7 800S350-54 0.345 17.277 9 0.222 17.491 y 9 10207.676 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 56 P29-8 800S350-54 0.349 17.476 9 0.224 17.476 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 57 P30-8 800S350-54 0.371 17.476 9 0.224 17.476 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 58 P29-9 800S350-54 0.331 17.253 9 0.216 17.253 y 9 10212.854 46431 2454.476 6385.317 3178.08 10752.792 1 H1.2-1 59 P29-10 800S350-54 0.465 17.535 9 0.229 17.265 y 9 9144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 60 P30-10 800S350-54 0.465 17.535 9 0.229 17.265 y 9 9144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page171 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 61 P24-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 62 P23-2 800S350-54 0.679 9.87710 0.339 21.834 y 107709.288 46431 2454.476 6553.781 3178.08 10752.792 1 H1.2-1 63 P23-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 64 P24-9 800S350-54 0.421 17.253 15 0.281 17.466 y 10 10212.854 46431 2222.575 6387.447 3178.08 10752.792 1 H1.2-1 65 P24-11 800S350-97 0.342 17.28510 0.053 17.285 y 10 22680.707 81774 4432.802 12692.537 17358.02419076.207 1 H1.2-1 66 P23-9 800S350-54 0.42 17.466 10 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 67 P24-12 800S350-97 0.406 17.248 10 0.071 17.461 y 10 22702.935 81774 4432.802 12692.537 17358.02419076.207 1 H1.2-1 68 P24-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 69 P23-1 800S350-68 0.404 17.808 10 0.175 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 70 P24-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 71 P24-1 800S350-68 0.404 17.808 10 0.175 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 72 P24-2 800S350-54 0.685 10.397 16 0.337 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 73 P23-3 800S350-54 0.42 17.4710 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 74 P24-3 800S350-54 0.42 17.4710 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 75 P23-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 76 P23-5 800S350-54 0.42 17.496 10 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 77 P24-5 800S350-54 0.42 17.496 10 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 78 P23-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 79 P24-13 800S350-97 0.464 9.37819 0.063 21.883 y 10 16499.344 81774 3590.383 10524.552 17358.02419076.207 1 H1.1-2 80 P23-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 81 P24-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 82 P23-10 800S350-54 0.424 17.522 10 0.286 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 83 P24-10 800S350-54 0.587 17.522 10 0.299 17.522 y 1010201.06 46431 2454.476 6341.788 3178.08 10752.792 1 H1.2-1 84 P23-11 800S350-54 0.398 17.49810 0.277 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 85 P23-12 800S350-54 0.544 17.461 10 0.361 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 86 P23-13 800S350-54 0.727 10.16 10 0.33 21.883 y 107512.195 46431 2454.476 6554.056 3178.08 10752.792 1 H1.2-1 87 P21-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 88 P22-5 800S350-54 0.42 17.496 10 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 89 P21-13 800S350-54 0.688 10.16 10 0.329 21.883 y 107512.195 46431 2559.182 6663.051 3178.08 10752.792 1 H1.2-1 90 P22-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 91 P22-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 92 P21-1 800S350-68 0.381 17.808 10 0.176 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 93 P21-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 94 P22-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 95 P21-2 800S350-54 0.647 10.397 16 0.34 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.1-2 96 P22-9 800S350-54 0.42 17.466 10 0.283 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 97 P22-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 98 P21-9 800S350-54 0.42 17.466 10 0.284 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 99 P22-12 800S350-54 0.547 17.461 10 0.363 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 100 P22-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 101 P22-1 800S350-68 0.384 17.808 10 0.176 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 102 P22-2 800S350-54 0.66 10.137 16 0.339 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 103 P21-3 800S350-54 0.471 7.45716 0.284 17.47 y 1010211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 104 P22-3 800S350-54 0.42 17.4710 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 105 P21-4 800S350-54 0.421 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 106 P21-5 800S350-54 0.426 17.496 15 0.284 17.496 y 10 10206.604 46431 2454.476 6286.79 3178.08 10752.792 1 H1.2-1 107 P21-6 800S350-54 0.442 17.282 15 0.284 17.495 y 10 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 108 P21-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 109 P22-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 110 P21-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 111 P21-12 800S350-54 0.547 17.461 10 0.363 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 112 P22-13 800S350-54 0.696 10.16 10 0.328 21.883 y 107512.195 46431 2559.182 6659.316 3178.08 10752.792 1 H1.2-1 113 P20-5 800S350-54 0.42 17.496 10 0.283 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 114 P20-9 800S350-54 0.42 17.466 10 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 115 P19-4 800S350-54 0.522 17.29515 0.282 17.295 y 10 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page172 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 116 P20-2 800S350-54 0.713 10.397 16 0.343 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 117 P19-2 800S350-54 0.628 9.87716 0.357 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 118 P19-8 800S350-54 0.416 17.263 10 0.281 17.263 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 119 P19-13 800S350-54 0.653 9.63910 0.343 21.883 y 107512.195 46431 2454.476 6556.54 3178.08 10752.792 1 H1.2-1 120 P20-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 121 P20-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 122 P19-1 800S350-68 0.359 17.808 10 0.17 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 123 P19-11 800S350-54 0.41 17.28510 0.28 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 124 P20-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 125P20-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 126 P19-9 800S350-54 0.417 17.253 10 0.281 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 127 P20-12 800S350-54 0.545 17.461 10 0.362 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 128 P20-6 800S350-54 0.42 17.49510 0.283 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 129 P20-1 800S350-68 0.402 17.808 10 0.176 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 130 P19-3 800S350-54 0.513 17.4715 0.281 17.47 y 1010211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 131 P20-3 800S350-54 0.42 17.4710 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 132 P19-5 800S350-54 0.417 17.283 10 0.281 17.283 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 133 P19-6 800S350-54 0.417 17.282 10 0.281 17.282 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 134 P19-7 800S350-54 0.417 17.277 10 0.281 17.277 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 135 P20-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 136 P19-10 800S350-54 0.418 17.522 10 0.282 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 137 P19-12 800S350-54 0.523 17.461 10 0.348 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 138 P20-13 800S350-54 0.71 10.16 10 0.33 21.883 y 107512.195 46431 2454.476 6558.754 3178.08 10752.792 1 H1.2-1 139 P17-12 800S350-54 0.546 17.461 10 0.363 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 140 P17-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 141 P17-6 800S350-54 0.42 17.49510 0.283 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 142 P18-7 800S350-54 0.417 17.491 10 0.282 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 143 P17-5 800S350-54 0.42 17.496 10 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 144 P17-13 800S350-54 0.683 9.89910 0.33 21.883 y 107512.195 46431 2559.182 6666.653 3178.08 10752.792 1 H1.1-2 145 P18-9 800S350-54 0.417 17.466 10 0.282 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 146 P18-6 800S350-54 0.418 17.49510 0.282 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 147 P17-1 800S350-68 0.383 17.808 10 0.174 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 148 P17-2 800S350-54 0.692 10.397 16 0.335 21.834 y 107709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 149 P18-5 800S350-54 0.418 17.496 10 0.282 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 150 P17-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 151 P18-10 800S350-54 0.421 17.522 10 0.284 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 152 P18-2 800S350-54 0.668 9.61716 0.343 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 153 P17-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 154 P18-4 800S350-54 0.464 8.11416 0.282 17.509 y 10 10203.923 46431 2454.476 6383.713 3178.08 10752.792 1 H1.2-1 155P17-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 156 P18-11 800S350-54 0.401 17.28510 0.279 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 157 P17-9 800S350-54 0.42 17.466 10 0.283 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 158 P18-12 800S350-54 0.533 17.461 10 0.354 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 159 P18-1 800S350-68 0.363 17.808 10 0.17 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 160 P17-3 800S350-54 0.42 17.4710 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 161 P18-3 800S350-54 0.45 17.4715 0.282 17.47 y 1010211.962 46431 2454.476 6361.475 3178.08 10752.792 1 H1.2-1 162 P17-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 163 P18-8 800S350-54 0.416 17.476 10 0.281 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 164 P18-13 800S350-54 0.653 9.63910 0.338 21.883 y 107512.195 46431 2559.182 6660.76 3178.08 10752.792 1 H1.2-1 165P15-12 800S350-54 0.547 17.461 10 0.364 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 166 P16-13 800S350-54 0.711 10.16 10 0.33 21.883 y 107512.195 46431 2454.476 6559.796 3178.08 10752.792 1 H1.1-2 167 P16-1 800S350-68 0.404 17.808 10 0.174 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 168 P15-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 169 P16-12 800S350-54 0.547 17.461 10 0.364 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 170 P16-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page173 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 171 P16-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 172 P15-2 800S350-54 0.678 9.877 10 0.337 21.834 y 107709.288 46431 2454.476 6554.254 3178.08 10752.792 1 H1.1-2 173 P15-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 174 P15-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 175 P15-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 176 P15-13 800S350-54 0.711 10.1610 0.331 21.883 y 107512.195 46431 2454.476 6559.933 3178.08 10752.792 1 H1.1-2 177 P16-6 800S350-54 0.435 7.681 15 0.284 17.495 y 10 10206.783 46431 2454.476 6257.442 3178.08 10752.792 1 H1.2-1 178 P16-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 179 P15-1 800S350-68 0.404 17.808 10 0.174 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 180 P16-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 181 P16-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 182 P16-2 800S350-54 0.678 9.877 10 0.336 21.834 y 107709.288 46431 2454.476 6554.183 3178.08 10752.792 1 H1.1-2 183 P15-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 184 P16-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 185 P15-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 186 P15-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 187 P15-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 188 P16-3 800S350-54 0.464 7.45715 0.284 17.47 y 1010211.962 46431 2454.476 6314.963 3178.08 10752.792 1 H1.2-1 189 P15-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 190 P16-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 191 P13-1 800S350-68 0.384 17.808 10 0.175 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 192 P14-2 800S350-54 0.652 9.877 16 0.337 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 193 P14-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 194 P14-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 195 P14-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 196 P14-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 197 P13-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 198 P14-12 800S350-54 0.548 17.461 10 0.364 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 199 P13-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 200 P13-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 201 P13-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 202 P13-12 800S350-54 0.547 17.461 10 0.364 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 203 P14-13 800S350-54 0.686 9.89910 0.33 21.883 y 107512.195 46431 2559.182 6665.938 3178.08 10752.792 1 H1.2-1 204 P14-1 800S350-68 0.384 17.808 10 0.175 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 205 P13-4 800S350-54 0.421 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 206 P14-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 207 P14-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 208 P13-2 800S350-54 0.678 9.877 16 0.337 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 209 P13-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 210 P13-13 800S350-54 0.687 9.89910 0.33 21.883 y 107512.195 46431 2559.182 6665.733 3178.08 10752.792 1 H1.2-1 211 P13-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 212 P14-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 213 P13-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 214 P14-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 215 P13-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 216 P14-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 217 P12-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 218 P11-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 219 P11-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 220 P11-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 221 P12-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 222 P11-1 800S350-68 0.404 17.808 10 0.175 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 223 P11-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 224 P12-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 225 P12-1 800S350-68 0.405 17.808 10 0.175 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page174 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 226 P11-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 227 P11-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 228 P12-2 800S350-54 0.682 9.877 10 0.338 21.834 y 107709.288 46431 2454.476 6553.314 3178.08 10752.792 1 H1.2-1 229 P12-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 230 P12-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 231 P12-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 232 P12-12 800S350-54 0.547 17.461 10 0.363 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 233 P11-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 234 P11-12 800S350-54 0.546 17.461 10 0.363 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 235 P12-13 800S350-54 0.711 10.1610 0.33 21.883 y 107512.195 46431 2454.476 6559.738 3178.08 10752.792 1 H1.1-2 236 P12-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 237 P12-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 238 P11-2 800S350-54 0.679 9.877 10 0.338 21.834 y 107709.288 46431 2454.476 6554.013 3178.08 10752.792 1 H1.1-2 239 P11-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 240 P11-13 800S350-54 0.71 10.1610 0.33 21.883 y 107512.195 46431 2454.476 6559.933 3178.08 10752.792 1 H1.1-2 241 P11-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 242 P12-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 243 P10-13 800S350-54 0.685 9.89910 0.329 21.883 y 107512.195 46431 2559.182 6665.438 3178.08 10752.792 1 H1.2-1 244 P10-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 245 P9-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 246 P9-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 247 P10-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 248 P10-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 249 P9-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 250 P10-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 251 P9-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 252 P9-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 253 P10-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 254 P9-1 800S350-68 0.385 17.808 10 0.175 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 255 P10-1 800S350-68 0.385 17.808 10 0.175 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 256 P10-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 257 P9-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 258 P9-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 259 P10-2 800S350-54 0.675 9.877 16 0.337 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 260 P10-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 261 P10-12 800S350-54 0.547 17.461 10 0.363 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 262 P9-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 263 P9-12 800S350-54 0.546 17.461 10 0.362 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 264 P10-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 265 P9-2 800S350-54 0.657 9.877 16 0.336 21.834 y 107709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 266 P9-13 800S350-54 0.684 9.89910 0.329 21.883 y 107512.195 46431 2559.182 6665.629 3178.08 10752.792 1 H1.1-2 267 P9-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 268 P10-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 269 P8-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 270 P7-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 271 P8-12 800S350-54 0.545 17.461 10 0.361 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 272 P7-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 273 P8-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 274 P8-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 275 P8-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 276 P8-11 800S350-54 0.398 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 277 P8-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 278 P8-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 279 P7-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 280 P7-13 800S350-54 0.709 10.1610 0.331 21.883 y 107512.195 46431 2454.476 6558.719 3178.08 10752.792 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page175 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 281 P8-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 282 P8-13 800S350-54 0.711 10.1610 0.328 21.883 y 107512.195 46431 2454.476 6559.159 3178.08 10752.792 1 H1.2-1 283 P8-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 284 P7-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 285 P7-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 286 P7-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 287 P7-1 800S350-68 0.408 17.808 10 0.174 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 288 P8-1 800S350-68 0.406 17.808 10 0.174 18.025 y 10 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 289 P7-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 290 P8-2 800S350-54 0.684 9.877 10 0.336 21.834 y 107709.288 46431 2454.476 6552.924 3178.08 10752.792 1 H1.2-1 291 P7-10 800S350-54 0.425 17.522 10 0.286 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 292 P7-12 800S350-54 0.544 17.461 10 0.361 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 293 P7-2 800S350-54 0.679 9.877 10 0.335 21.834 y 107709.288 46431 2454.476 6554.757 3178.08 10752.792 1 H1.1-2 294 P7-11 800S350-54 0.399 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 295 P6-1 800S350-68 0.441 17.808 15 0.174 18.025 y 10 17824.642 58113 3200.992 9409.154 6414.084 14053.495 1 H1.2-1 296 P5-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 297 P6-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 298 P6-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 299 P5-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 300 P6-10 800S350-54 0.424 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 301 P5-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 302 P5-11 800S350-54 0.4 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 303 P5-10 800S350-54 0.424 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 304 P6-2 800S350-54 0.66 9.617 10 0.334 21.834 y 107709.288 46431 2559.182 6645.213 3178.08 10752.792 1 H1.2-1 305 P5-1 800S350-68 0.592 17.808 10 0.174 18.025 y 10 17824.642 58113 3116.525 8723.869 6414.084 14053.495 1 H1.2-1 306 P6-13 800S350-54 0.644 9.63910 0.34 21.883 y 107512.195 46431 2559.182 6663.19 3178.08 10752.792 1 H1.2-1 307 P6-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 308 P6-9 800S350-54 0.42 17.46610 0.283 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 309 P6-12 800S350-54 0.53 17.461 10 0.353 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 310 P5-12 800S350-54 0.532 17.461 10 0.355 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 311 P6-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 312 P5-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 313 P6-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 314 P5-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 315 P6-11 800S350-54 0.401 17.49810 0.276 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 316 P5-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 317 P5-13 800S350-54 0.648 9.63910 0.341 21.883 y 107512.195 46431 2559.182 6653.217 3178.08 10752.792 1 H1.2-1 318 P6-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 319 P5-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 320 P5-2 800S350-54 0.682 9.877 10 0.334 21.834 y 107709.288 46431 2559.182 6640.887 3178.08 10752.792 1 H1.2-1 321 P4-3 800S350-54 0.461 17.257 15 0.284 17.47 y 1010211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 322 P4-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 323 P3-10 800S350-54 0.426 17.522 10 0.287 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 324 P3-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 325 P3-2 800S350-68 0.664 12.667 10 0.189 25.937 y 109640.542 58113 3116.525 9006.683 6414.084 14053.495 1 H1.1-2 326 P4-10 800S350-54 0.425 17.522 10 0.287 17.522 y 1010201.06 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 327 P4-4 800S350-54 0.42 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 328 P4-2 800S350-68 0.639 12.969 10 0.185 25.937 y 109640.542 58113 3116.525 9001.866 6414.084 14053.495 1 H1.2-1 329 P3-5 800S350-54 0.42 17.49610 0.284 17.496 y 10 10206.604 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 330 P4-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 331 P4-12 800S350-54 0.569 17.461 10 0.378 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 332 P3-12 800S350-54 0.574 17.461 10 0.381 17.461 y 10 10213.925 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 333 P4-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 334 P3-6 800S350-54 0.42 17.49510 0.284 17.495 y 10 10206.783 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 335 P3-7 800S350-54 0.42 17.491 10 0.283 17.491 y 10 10207.676 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page176 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 336 P3-11 800S350-54 0.394 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 337 P4-13 800S350-54 0.782 10.545 10 0.318 21.9 y 107386.951 46431 2454.476 6559.383 3178.08 10752.792 1 H1.1-2 338 P4-9 800S350-54 0.42 17.46610 0.284 17.466 y 10 10212.854 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 339 P3-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 340 P4-11 800S350-54 0.395 17.49810 0.276 17.285 y 10 10206.068 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 341 P3-4 800S350-54 0.421 17.509 10 0.284 17.509 y 10 10203.923 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 342 P3-13 800S350-54 0.796 10.815 10 0.316 21.9 y 107386.951 46431 2454.476 6559.461 3178.08 10752.792 1 H1.1-2 343 P4-8 800S350-54 0.419 17.476 10 0.283 17.476 y 10 10210.713 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 344 P3-3 800S350-54 0.42 17.47 10 0.284 17.47 y 1010211.962 46431 2559.302 7413.271 3178.08 10752.792 1 H2-1 345 P12-14 800S350-54 0.271 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 346 P23-14 800S350-54 0.272 13.132 10 0.213 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 347 P19-14 800S350-54 0.268 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 348 P18-14 800S350-54 0.267 13.132 10 0.211 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 349 P24-14 800S350-97 0.218 13.132 10 0.042 13.132 y 10 23626.639 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 350 P21-14 800S350-54 0.27 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 351 P8-14 800S350-54 0.271 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 352 P22-14 800S350-54 0.27 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 353 P20-14 800S350-54 0.27 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 354 P17-14 800S350-54 0.269 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 355 P9-14 800S350-54 0.27 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 356 P16-14 800S350-54 0.271 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 357 P15-14 800S350-54 0.272 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 358 P14-14 800S350-54 0.27 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 359 P13-14 800S350-54 0.27 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 360 P11-14 800S350-54 0.271 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 361 P10-14 800S350-54 0.27 13.132 10 0.212 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 362 P7-14 800S350-54 0.269 13.132 10 0.211 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 363 P6-14 800S350-54 0.263 13.132 10 0.21 13.132 y 10 10538.305 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 364 P5-14 800S350-97 0.27 13.132 10 0.038 13.132 y 10 23626.639 81774 4432.802 12692.537 17358.02419076.207 1 H1.2-1 365 P1-2 800S350-97 0.775 25.937 10 0.073 25.937 y 10 15480.083 81774 4432.802 10785.212 17358.02419076.207 1 H1.2-1 366 P2-3 800S350-54 0.419 17.47 10 0.283 17.47 y 1010211.962 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 367 P2-11 800S350-54 0.394 17.49810 0.277 17.285 y 10 10206.068 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 368 P2-10 800S350-54 0.424 17.522 10 0.286 17.522 y 1010201.06 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 369 P1-9 800S350-97 0.454 17.253 10 0.052 17.253 y 10 22699.906 81774 4432.802 12692.537 17358.02419076.207 1 H1.2-1 370 P1-12 800S350-97 0.505 17.248 10 0.072 17.461 y 10 22702.935 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 371 P1-3 800S350-97 0.447 17.257 10 0.052 17.257 y 10 22697.381 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 372 P1-7 800S350-97 0.451 17.277 10 0.052 17.277 y 10 22685.257 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 373 P1-5 800S350-97 0.454 17.283 10 0.052 17.283 y 10 22682.224 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 374 P2-12 800S350-54 0.572 17.461 10 0.38 17.461 y 10 10213.925 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 375 P1-6 800S350-97 0.455 17.282 10 0.052 17.282 y 10 22682.729 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 376 P2-7 800S350-54 0.419 17.491 10 0.283 17.491 y 10 10207.676 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 377 P2-2 800S350-68 0.634 12.365 10 0.189 25.937 y 109640.542 58113 3397.841 9212.852 6414.084 14053.495 1 H1.1-2 378 P2-4 800S350-54 0.42 17.509 10 0.283 17.509 y 10 10203.923 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 379 P1-11 800S350-97 0.438 17.285 10 0.052 17.285 y 10 22680.707 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 380 P1-8 800S350-97 0.443 17.263 10 0.052 17.263 y 10 22693.846 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 381 P2-5 800S350-54 0.419 17.49610 0.283 17.496 y 10 10206.604 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 382 P1-10 800S350-97 0.446 17.309 10 0.053 17.309 y 10 22666.543 81774 4432.802 12692.537 17358.02419076.207 1 H1.2-1 383 P2-6 800S350-54 0.419 17.49510 0.283 17.495 y 10 10206.783 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 384 P2-9 800S350-54 0.419 17.46610 0.283 17.466 y 10 10212.854 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 385 P1-4 800S350-97 0.46 17.295 10 0.052 17.295 y 10 22674.638 81774 4432.802 12692.537 17358.02419076.207 1 H1.1-2 386 P2-8 800S350-54 0.418 17.476 10 0.282 17.476 y 10 10210.713 46431 2484.385 7413.271 3178.08 10752.792 1 H2-1 387 P1-13 800S350-97 0.648 9.19321 0.058 21.9 y 10 16194.327 81774 3578.817 10524.552 17358.02419076.207 1 H1.2-1 388 P2-13 800S350-54 0.754 10.545 10 0.317 21.9 y 107386.951 46431 2559.182 6674.399 3178.08 10752.792 1 H1.1-2 389 P32-6 800S350-54 0.356 17.282 9 0.223 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 390 P32-4 800S350-54 0.355 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page177 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 391 P32-3 800S350-54 0.356 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 392 P31-8 800S350-54 0.366 17.263 9 0.224 17.476 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 393 P31-5 800S350-54 0.356 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 394 P31-9 800S350-54 0.351 17.253 9 0.216 17.253 y 9 10212.854 46431 2222.575 6387.447 3178.08 10752.792 1 H1.2-1 395 P31-1 800S350-68 0.322 17.808 16 0.137 18.025 y 9 17824.642 58113 3116.525 8847.718 6414.084 14053.495 1 H1.2-1 396 P32-9 800S350-54 0.349 17.253 9 0.216 17.253 y 9 10212.854 46431 2222.575 6387.447 3178.08 10752.792 1 H1.2-1 397 P32-1 800S350-68 0.33 17.808 16 0.139 18.025 y 9 17824.642 58113 3116.525 8811.657 6414.084 14053.495 1 H1.2-1 398 P31-2 800S350-54 0.684 10.137 16 0.266 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 399 P32-2 800S350-54 0.674 10.137 16 0.268 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 400 P31-3 800S350-54 0.355 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.1-2 401 P31-4 800S350-54 0.355 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 402 P32-5 800S350-54 0.356 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 403 P31-6 800S350-54 0.357 17.282 9 0.223 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 404 P31-7 800S350-54 0.355 17.277 9 0.222 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 405 P32-7 800S350-54 0.354 17.277 9 0.222 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 406 P32-8 800S350-54 0.366 17.263 9 0.224 17.476 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 407 P31-10 800S350-54 0.475 17.535 9 0.229 17.265 y 9 9144.028 46431 2193.145 6387.447 3178.08 10752.792 1 H1.2-1 408 P32-10 800S350-54 0.475 17.535 9 0.229 17.265 y 9 9144.028 46431 2193.145 6387.447 3178.08 10752.792 1 H1.2-1 409 P33-4 800S350-54 0.345 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 410 P33-8 800S350-54 0.41 17.47615 0.224 17.476 y 9 10210.713 46431 2454.476 6298.027 3178.08 10752.792 1 H1.2-1 411 P34-8 800S350-54 0.35 17.476 9 0.224 17.476 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 412 P33-9 800S350-54 0.439 17.253 16 0.216 17.253 y 9 10212.854 46431 2454.476 6181.355 3178.08 10752.792 1 H1.2-1 413 P33-10 800S350-54 0.465 17.535 9 0.229 17.265 y 9 9144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 414 P34-5 800S350-54 0.345 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 415 P33-1 800S350-68 0.347 17.808 16 0.139 18.025 y 9 17824.642 58113 3116.525 8773.707 6414.084 14053.495 1 H1.2-1 416 P34-1 800S350-68 0.367 17.808 16 0.139 18.025 y 9 17824.642 58113 3116.525 8749.438 6414.084 14053.495 1 H1.2-1 417 P34-9 800S350-54 0.332 17.253 9 0.216 17.253 y 9 10212.854 46431 2454.476 6386.137 3178.08 10752.792 1 H1.2-1 418 P34-3 800S350-54 0.345 17.257 9 0.223 17.47 y 9 10211.962 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 419 P34-7 800S350-54 0.346 17.277 9 0.222 17.491 y 9 10207.676 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 420 P33-6 800S350-54 0.453 17.282 15 0.223 17.495 y 9 10206.783 46431 2454.476 6212.047 3178.08 10752.792 1 H1.2-1 421 P34-6 800S350-54 0.346 17.282 9 0.223 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 422 P34-4 800S350-54 0.345 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 423 P33-5 800S350-54 0.419 17.49615 0.223 17.496 y 9 10206.604 46431 2454.476 6292.181 3178.08 10752.792 1 H1.2-1 424 P33-2 800S350-54 0.635 10.397 16 0.268 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 425 P34-2 800S350-54 0.667 10.397 16 0.27 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 426 P33-3 800S350-54 0.496 17.257 16 0.223 17.47 y 9 10211.962 46431 2454.476 6284.431 3178.08 10752.792 1 H1.2-1 427 P33-7 800S350-54 0.345 17.277 9 0.222 17.491 y 9 10207.676 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 428 P34-10 800S350-54 0.465 17.535 9 0.229 17.265 y 9 9144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 429 P36-10 800S350-54 0.475 17.535 9 0.229 17.265 y 9 9144.028 46431 2193.145 6387.447 3178.08 10752.792 1 H1.2-1 430 P36-7 800S350-54 0.375 17.277 9 0.221 17.277 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 431 P36-3 800S350-54 0.53 17.47 15 0.22 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 432 P35-4 800S350-54 0.355 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.1-2 433 P35-10 800S350-54 0.475 17.535 9 0.229 17.265 y 9 9144.028 46431 2193.145 6387.447 3178.08 10752.792 1 H1.2-1 434 P35-8 800S350-54 0.366 17.263 9 0.224 17.476 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 435 P36-5 800S350-54 0.376 17.283 9 0.221 17.283 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 436 P36-8 800S350-54 0.384 17.263 9 0.221 17.476 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 437 P35-9 800S350-54 0.344 17.253 9 0.217 17.253 y 9 10212.854 46431 2222.575 6387.447 3178.08 10752.792 1 H1.2-1 438 P35-1 800S350-68 0.33 17.808 16 0.139 18.025 y 9 17824.642 58113 3116.525 8797.011 6414.084 14053.495 1 H1.2-1 439 P36-1 800S350-68 0.277 17.808 9 0.134 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 440 P36-9 800S350-54 0.37 17.253 9 0.219 17.253 y 9 10212.854 46431 2222.575 6387.447 3178.08 10752.792 1 H1.2-1 441 P35-6 800S350-54 0.356 17.282 9 0.223 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 442 P36-6 800S350-54 0.376 17.282 9 0.221 17.282 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 443 P36-4 800S350-54 0.542 7.68716 0.221 17.295 y 9 10203.923 46431 2454.476 6344.531 3178.08 10752.792 1 H1.2-1 444 P35-5 800S350-54 0.356 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 445 P35-2 800S350-54 0.694 10.137 16 0.271 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page178 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 446 P36-2 800S350-54 0.621 21.834 9 0.283 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 447 P35-3 800S350-54 0.354 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.1-2 448 P35-7 800S350-54 0.355 17.277 9 0.222 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 449 P38-1 800S350-68 0.336 17.808 15 0.137 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 450 P38-9 800S350-54 0.335 17.253 9 0.216 17.253 y 9 10212.854 46431 2454.476 6382.594 3178.08 10752.792 1 H1.2-1 451 P37-7 800S350-54 0.359 17.277 9 0.221 17.491 y 9 10207.676 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 452 P37-5 800S350-54 0.358 17.283 9 0.221 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 453 P38-8 800S350-54 0.351 17.476 9 0.224 17.476 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 454 P37-4 800S350-54 0.5 7.9 16 0.222 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 455 P38-10 800S350-54 0.465 17.535 9 0.23 17.265 y 9 9144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 456 P38-7 800S350-54 0.348 17.277 9 0.222 17.491 y 9 10207.676 46431 2454.476 6386.426 3178.08 10752.792 1 H1.2-1 457 P38-3 800S350-54 0.354 17.257 15 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 458 P37-10 800S350-54 0.465 17.535 9 0.23 17.265 y 9 9144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 459 P37-8 800S350-54 0.356 17.263 9 0.222 17.476 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 460 P38-5 800S350-54 0.346 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 461 P37-9 800S350-54 0.344 17.253 9 0.218 17.253 y 9 10212.854 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 462 P37-1 800S350-68 0.294 18.025 9 0.133 18.025 y 9 17824.642 58113 3116.525 8846.405 6414.084 14053.495 1 H1.2-1 463 P37-6 800S350-54 0.358 17.282 9 0.221 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 464 P38-6 800S350-54 0.347 17.282 9 0.223 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 465 P38-4 800S350-54 0.347 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 466 P37-2 800S350-54 0.686 9.877 16 0.269 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 467 P38-2 800S350-54 0.721 10.137 16 0.263 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 468 P37-3 800S350-54 0.477 17.47 15 0.221 17.47 y 9 10211.962 46431 2454.476 6340.055 3178.08 10752.792 1 H1.2-1 469 P40-10 800S350-54 0.475 17.535 9 0.23 17.265 y 9 9144.028 46431 2193.145 6387.447 3178.08 10752.792 1 H1.2-1 470 P40-4 800S350-54 0.354 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 471 P39-6 800S350-54 0.513 17.282 15 0.223 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 472 P39-9 800S350-54 0.513 17.253 15 0.216 17.253 y 9 10212.854 46431 2222.575 6387.447 3178.08 10752.792 1 H1.2-1 473 P39-5 800S350-54 0.466 17.49615 0.223 17.496 y 9 10206.604 46431 2222.401 6362.469 3178.08 10752.792 1 H1.2-1 474 P40-9 800S350-54 0.344 17.253 9 0.216 17.253 y 9 10212.854 46431 2222.575 6387.447 3178.08 10752.792 1 H1.2-1 475 P40-1 800S350-68 0.321 17.808 15 0.137 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 476 P39-7 800S350-54 0.352 17.277 9 0.222 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.1-2 477 P39-2 800S350-54 0.629 10.397 16 0.264 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.1-2 478 P40-3 800S350-54 0.355 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 479 P40-8 800S350-54 0.364 17.263 9 0.224 17.476 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 480 P39-4 800S350-54 0.354 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.1-2 481 P40-7 800S350-54 0.353 17.277 9 0.222 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 482 P39-10 800S350-54 0.475 17.535 9 0.23 17.265 y 9 9144.028 46431 2193.145 6387.447 3178.08 10752.792 1 H1.2-1 483 P39-8 800S350-54 0.469 17.47615 0.224 17.476 y 9 10210.713 46431 2222.516 6363.792 3178.08 10752.792 1 H1.2-1 484 P40-5 800S350-54 0.355 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 485 P39-1 800S350-68 0.34 17.808 15 0.137 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 486 P40-6 800S350-54 0.355 17.282 9 0.223 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 487 P40-2 800S350-54 0.65 10.397 16 0.264 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 488 P39-3 800S350-54 0.529 17.257 15 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 489 P42-3 800S350-54 0.385 7.24415 0.223 17.47 y 9 10211.962 46431 2559.182 6562.404 3178.08 10752.792 1 H1.2-1 490 P41-3 800S350-54 0.347 17.257 9 0.223 17.47 y 9 10211.962 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 491 P42-1 800S350-68 0.3 18.025 9 0.138 18.025 y 9 17824.642 58113 3116.525 8851.908 6414.084 14053.495 1 H1.1-2 492 P41-9 800S350-54 0.331 17.253 9 0.216 17.253 y 9 10212.854 46431 2454.476 6384.556 3178.08 10752.792 1 H1.2-1 493 P41-10 800S350-54 0.465 17.535 9 0.23 17.265 y 9 9144.028 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 494 P42-8 800S350-54 0.363 17.476 9 0.223 17.476 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 495 P42-10 800S350-54 0.687 17.53520 0.229 17.265 y 9 9144.028 46431 2454.476 6236.897 3178.08 10752.792 1 H1.2-1 496 P42-4 800S350-54 0.346 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 497 P41-6 800S350-54 0.346 17.282 9 0.223 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 498 P41-5 800S350-54 0.346 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 499 P42-9 800S350-54 0.433 17.46620 0.217 17.253 y 9 10212.854 46431 2454.476 6272.717 3178.08 10752.792 1 H1.1-2 500 P41-7 800S350-54 0.347 17.277 9 0.222 17.491 y 9 10207.676 46431 2454.476 6386.835 3178.08 10752.792 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page179 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 501 P41-2 800S350-54 0.677 10.137 16 0.265 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 502 P41-4 800S350-54 0.347 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 503 P42-7 800S350-54 0.347 17.277 9 0.223 17.491 y 9 10207.676 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 504 P41-8 800S350-54 0.348 17.476 9 0.224 17.476 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 505 P42-5 800S350-54 0.345 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 506 P41-1 800S350-68 0.304 18.025 9 0.138 18.025 y 9 17824.642 58113 3116.525 8847.632 6414.084 14053.495 1 H1.2-1 507 P42-6 800S350-54 0.345 17.282 9 0.223 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 508 P42-2 800S350-54 0.68 10.137 16 0.265 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 509 P44-9 800S350-54 0.48 17.297 9 0.232 17.297 y 9 9133.975 46431 2192.867 6387.447 3178.08 10752.792 1 H1.2-1 510 P43-2 800S350-54 0.669 10.397 16 0.265 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 511 P44-3 800S350-54 0.356 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 512 P43-4 800S350-54 0.354 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.1-2 513 P44-4 800S350-54 0.354 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 514 P44-8 800S350-54 0.343 17.263 9 0.216 17.263 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 515 P44-5 800S350-54 0.355 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.1-2 516 P43-3 800S350-54 0.355 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.1-2 517 P44-1 800S350-68 0.318 17.808 9 0.138 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 518 P43-9 800S350-54 0.477 17.568 9 0.231 17.297 y 9 9133.975 46431 2192.867 6387.447 3178.08 10752.792 1 H1.2-1 519 P43-6 800S350-54 0.354 17.282 9 0.222 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 520 P43-5 800S350-54 0.355 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.1-2 521 P43-7 800S350-54 0.356 17.277 9 0.224 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 522 P44-7 800S350-54 0.357 17.277 9 0.225 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.1-2 523 P43-8 800S350-54 0.346 17.263 9 0.216 17.263 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 524 P43-1 800S350-68 0.315 17.808 9 0.138 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 525 P44-6 800S350-54 0.354 17.282 9 0.222 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.1-2 526 P44-2 800S350-54 0.664 10.397 16 0.265 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 527 P46-8 800S350-54 0.327 17.476 9 0.216 17.263 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 528 P45-3 800S350-54 0.347 17.257 9 0.223 17.47 y 9 10211.962 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 529 P45-5 800S350-54 0.345 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 530 P45-8 800S350-54 0.34 17.476 9 0.216 17.263 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 531 P45-1 800S350-68 0.303 18.025 9 0.137 18.025 y 9 17824.642 58113 3116.525 8847.893 6414.084 14053.495 1 H1.2-1 532 P45-4 800S350-54 0.345 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 533 P46-2 800S350-54 0.647 9.877 16 0.263 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 534 P46-9 800S350-54 0.467 17.568 9 0.232 17.297 y 9 9133.975 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 535 P45-7 800S350-54 0.349 17.277 9 0.225 17.491 y 9 10207.676 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 536 P45-2 800S350-54 0.686 9.877 16 0.264 21.834 y 9 7709.288 46431 1971.492 5424.048 3178.08 10752.792 1 H1.2-1 537 P46-3 800S350-54 0.346 17.257 9 0.223 17.47 y 9 10211.962 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 538 P46-4 800S350-54 0.346 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 539 P46-5 800S350-54 0.346 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 540 P46-1 800S350-68 0.301 18.025 9 0.137 18.025 y 9 17824.642 58113 3116.525 8851.946 6414.084 14053.495 1 H1.1-2 541 P45-9 800S350-54 0.48 17.297 9 0.232 17.297 y 9 9133.975 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 542 P45-6 800S350-54 0.345 17.282 9 0.222 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.1-2 543 P46-7 800S350-54 0.351 17.277 9 0.225 17.491 y 9 10207.676 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 544 P46-6 800S350-54 0.346 17.282 9 0.222 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 545 P48-6 800S350-54 0.357 17.282 9 0.222 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 546 P47-9 800S350-54 0.481 17.297 9 0.232 17.297 y 9 9133.975 46431 2192.867 6387.447 3178.08 10752.792 1 H1.2-1 547 P47-5 800S350-54 0.357 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 548 P48-3 800S350-54 0.362 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 549 P47-1 800S350-68 0.317 17.808 9 0.137 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.1-2 550 P47-8 800S350-54 0.344 17.263 9 0.216 17.263 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 551 P48-1 800S350-68 0.321 17.808 9 0.137 18.025 y 9 17824.642 58113 3200.992 9557.797 6414.084 14053.495 1 H1.2-1 552 P48-7 800S350-54 0.357 17.277 9 0.225 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 553 P48-2 800S350-54 0.642 10.137 16 0.262 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 554 P48-8 800S350-54 0.344 17.476 9 0.216 17.263 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 555 P47-3 800S350-54 0.357 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page180 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 556 P47-4 800S350-54 0.355 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 557 P48-9 800S350-54 0.495 17.297 9 0.232 17.297 y 9 9133.975 46431 2192.867 6387.447 3178.08 10752.792 1 H1.2-1 558 P47-7 800S350-54 0.358 17.277 9 0.225 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 559 P47-2 800S350-54 0.641 9.877 16 0.263 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 560 P48-4 800S350-54 0.357 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 561 P48-5 800S350-54 0.358 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 562 P47-6 800S350-54 0.356 17.282 9 0.222 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 563 P50-4 800S350-54 0.347 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6386.223 3178.08 10752.792 1 H1.2-1 564 P50-1 800S350-68 0.408 17.808 20 0.138 18.025 y 9 17824.642 58113 3116.525 8752.363 6414.084 14053.495 1 H1.1-2 565 P50-6 800S350-54 0.348 17.282 9 0.222 17.495 y 9 10206.783 46431 2454.476 6386.824 3178.08 10752.792 1 H1.2-1 566 P50-5 800S350-54 0.348 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 567 P50-7 800S350-54 0.352 17.277 9 0.225 17.491 y 9 10207.676 46431 2454.476 6386.652 3178.08 10752.792 1 H1.2-1 568 P50-9 800S350-54 0.467 17.297 9 0.232 17.297 y 9 9133.975 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 569 P50-8 800S350-54 0.327 17.476 9 0.216 17.263 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 570 P49-5 800S350-54 0.35 17.283 9 0.223 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 571 P49-1 800S350-68 0.508 17.808 15 0.141 17.808 y 15 17824.642 58113 3116.525 8951.126 6414.084 14053.495 1 H1.2-1 572 P49-9 800S350-54 0.467 17.568 9 0.232 17.297 y 9 9133.975 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 573 P50-3 800S350-54 0.35 17.257 9 0.223 17.47 y 9 10211.962 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 574 P49-8 800S350-54 0.327 17.476 9 0.216 17.263 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 575 P50-2 800S350-54 0.642 10.397 16 0.263 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 576 P49-3 800S350-54 0.354 17.257 9 0.223 17.47 y 9 10211.962 46431 2454.476 6386.551 3178.08 10752.792 1 H1.2-1 577 P49-4 800S350-54 0.351 17.295 9 0.223 17.509 y 9 10203.923 46431 2454.476 6385.378 3178.08 10752.792 1 H1.2-1 578 P49-7 800S350-54 0.353 17.277 9 0.225 17.491 y 9 10207.676 46431 2454.476 6386.652 3178.08 10752.792 1 H1.2-1 579 P49-2 800S350-54 0.62 10.137 16 0.263 21.834 y 9 7709.288 46431 2454.476 5424.048 3178.08 10752.792 1 H1.2-1 580 P49-6 800S350-54 0.349 17.282 9 0.222 17.495 y 9 10206.783 46431 2454.476 6386.926 3178.08 10752.792 1 H1.2-1 581 P51-7 800S350-54 0.355 17.277 9 0.225 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 582 P52-7 800S350-54 0.355 17.277 9 0.224 17.491 y 9 10207.676 46431 2222.431 6387.447 3178.08 10752.792 1 H1.2-1 583 P52-6 800S350-54 0.356 17.282 9 0.222 17.495 y 9 10206.783 46431 2222.406 6387.447 3178.08 10752.792 1 H1.2-1 584 P51-5 800S350-54 0.388 17.49615 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 585 P51-2 800S350-68 0.588 12.667 16 0.147 25.937 y 9 9640.611 58113 2569.228 7256.622 6414.084 14053.495 1 H1.2-1 586 P52-8 800S350-54 0.35 17.263 9 0.217 17.263 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 587 P51-9 800S350-54 0.492 17.297 9 0.232 17.297 y 9 9133.975 46431 2192.867 6387.447 3178.08 10752.792 1 H1.2-1 588 P52-3 800S350-54 0.357 17.257 9 0.223 17.47 y 9 10211.962 46431 2222.55 6387.447 3178.08 10752.792 1 H1.2-1 589 P52-4 800S350-54 0.357 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.2-1 590 P52-5 800S350-54 0.357 17.283 9 0.223 17.496 y 9 10206.604 46431 2222.401 6387.447 3178.08 10752.792 1 H1.2-1 591 P52-9 800S350-54 0.477 17.568 9 0.229 17.297 y 9 9133.975 46431 2192.867 6387.447 3178.08 10752.792 1 H1.2-1 592 P51-8 800S350-54 0.393 17.47615 0.216 17.263 y 9 10210.713 46431 2222.516 6387.447 3178.08 10752.792 1 H1.2-1 593 P52-2 800S350-68 0.625 12.365 16 0.149 25.937 y 9 9640.611 58113 2569.228 7256.622 6414.084 14053.495 1 H1.2-1 594 P51-3 800S350-54 0.462 7.45715 0.223 17.47 y 9 10211.962 46431 2454.476 6326.022 3178.08 10752.792 1 H1.2-1 595 P51-4 800S350-54 0.353 17.295 9 0.223 17.509 y 9 10203.923 46431 2222.326 6387.447 3178.08 10752.792 1 H1.1-2 596 P51-6 800S350-54 0.399 7.467 15 0.222 17.495 y 9 10206.783 46431 2454.476 6286.256 3178.08 10752.792 1 H1.2-1 597 P54-7 800S350-97 0.31 17.277 20 0.043 17.277 y 9 22685.257 81774 4432.802 13718.664 17358.02419076.207 1 H1.1-2 598 P54-8 800S350-97 0.318 17.263 20 0.044 17.476 y 9 22693.846 81774 4432.802 13726.807 17358.02419076.207 1 H1.1-2 599 P53-7 800S350-54 0.349 17.277 9 0.218 17.277 y 9 10207.676 46431 2454.476 6384.525 3178.08 10752.792 1 H1.2-1 600 P53-8 800S350-54 0.383 17.476 9 0.248 17.476 y 9 10210.713 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 601 P54-9 800S350-97 0.266 17.351 20 0.04 17.351 y 9 23340.533 81774 4432.802 13588.021 17358.02419076.207 1 H1.1-2 602 P54-3 800S350-97 0.313 17.257 20 0.042 17.257 y 9 22697.381 81774 4432.802 13694.731 17358.02419076.207 1 H1.2-1 603 P53-3 800S350-54 0.353 17.257 9 0.222 17.47 y 9 10211.962 46431 2454.476 6387.215 3178.08 10752.792 1 H1.2-1 604 P53-2 800S350-68 0.598 12.969 16 0.15 25.937 y 9 9640.611 58113 3116.525 7256.622 6414.084 14053.495 1 H1.2-1 605 P53-4 800S350-54 0.355 17.295 9 0.222 17.509 y 9 10203.923 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 606 P54-2 800S350-97 0.498 25.937 20 0.062 25.937 y 9 15480.203 81774 4432.802 13743.53 17358.02419076.207 1 H1.1-2 607 P54-6 800S350-97 0.317 17.282 20 0.043 17.282 y 9 22682.729 81774 4432.802 13712.77 17358.02419076.207 1 H1.2-1 608 P53-5 800S350-54 0.353 17.283 9 0.222 17.496 y 9 10206.604 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 609 P54-4 800S350-97 0.321 17.295 20 0.043 17.295 y 9 22674.638 81774 4432.802 13708.856 17358.02419076.207 1 H1.1-2 610 P54-5 800S350-97 0.319 17.283 20 0.043 17.283 y 9 22682.224 81774 4432.802 13710.931 17358.02419076.207 1 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page181 EnvelopeAISIS100-16:LRFDMemberColdFormedSteelCodeChecks(Continued) Member Shape CodeCheckLoc[ft]LC ShearCheckLoc[ft]DirLC phi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft] phi*Mnzz[lb-ft]phi*Vny[lb] phi*Vnz[lb]Cb Eqn 611 P53-6 800S350-54 0.354 17.282 9 0.223 17.495 y 9 10206.783 46431 2454.476 6387.447 3178.08 10752.792 1 H1.2-1 612 P53-9 800S350-54 0.393 8.376 9 0.194 17.351 y 9 10438.259 46431 2559.182 7250.634 3178.08 10752.792 1 H1.2-1 EnvelopeX-DirectionStoryDrift-Strength NoDatatoPrint... EnvelopeZ-DirectionStoryDrift-Strength NoDatatoPrint... EnvelopeZ-DirectionStoryDrift-Service NoDatatoPrint... EnvelopeX-DirectionStoryDrift-Service NoDatatoPrint... EnvelopeNodeReactions-OverstrengthorCapacityLimit NodeLabel X[lb] LC Y[lb] LC Z[lb] LC MX[lb-ft] LC MY[lb-ft] LC MZ[lb-ft] LC 1 C1B max 2632.65 52* 12273.523 46* 99.502 55* 0 69* 0 69* 0 69* 2 min -997.591 58* 0 60* -12.814 61* 0 46* 0 46* 0 46* 3 B15B max 1892.757 52* 2803.467 52* 74.604 67* 0 69* 0 69* 0 69* 4 min -451.815 58* 0 60* -64.857 61* 0 46* 0 46* 0 46* 5 D10B max 2420.465 52* 9082.849 55* 3354.997 55* 0 69* 0 69* 0 69* 6 min -1995.254 58* 0 60* -2528.099 61* 0 46* 0 46* 0 46* 7 A4B max 3597.286 52* 6264.718 49* 3273.414 67* 0 69* 0 69* 0 69* 8 min 0 60* 0 60* -85.124 61* 0 46* 0 46* 0 46* 9 A9B max 3408.492 52* 4842.622 52* 76.772 67* 0 69* 0 69* 0 69* 10 min 0 60* 0 60* -90.138 49* 0 46* 0 46* 0 46* 11 A3B max 3824.861 52* 6484.562 55* 49.868 67* 0 69* 0 69* 0 69* 12 min 0 60* 0 60* -3584.812 49* 0 46* 0 46* 0 46* 13 A6B max 3306.654 52* 6128.186 55* 74.675 67* 0 69* 0 69* 0 69* 14 min 0 60* 0 60* -3434.769 49* 0 46* 0 46* 0 46* 15 A7B max 3344.553 52* 6207.88 49* 3281.961 67* 0 69* 0 69* 0 69* 16 min 0 60* 0 60* -87.572 49* 0 46* 0 46* 0 46* 17 A8B max 3402.812 52* 4620.746 52* 76.494 67* 0 69* 0 69* 0 69* 18 min 0 60* 0 60* -90.251 49* 0 46* 0 46* 0 46* 19 A11B max 5336.115 52* 5393.626 49* 3577.519 67* 0 69* 0 69* 0 69* 20 min 0 60* 0 60* -100.47 49* 0 46* 0 46* 0 46* 21 A12B max 3707.236 52* 7320.011 55* 3102.441 67* 0 69* 0 69* 0 69* 22 min 0 60* 0 60* -3095.279 49* 0 46* 0 46* 0 46* 23 A13B max 3956.94 52* 7930.205 49* 3082.943 67* 0 69* 0 69* 0 69* 24 min 0 60* 0 60* -3133.016 49* 0 46* 0 46* 0 46* 25 B1B max 2109.854 52* 2573.807 52* 211.383 55* 0 69* 0 69* 0 69* 26 min -516.784 58* 0 60* -182.166 61* 0 46* 0 46* 0 46* 27 C3B max 2169.989 64* 16031.534 55* 5.733 67* 0 69* 0 69* 0 69* 28 min -3482.116 46* 0 60* -4329.055 49* 0 46* 0 46* 0 46* 29 C4B max 2443.35 64* 9432.508 49* 3419.632 55* 0 69* 0 69* 0 69* 30 min -3795.086 46* 0 60* -3575.185 61* 0 46* 0 46* 0 46* 31 C6B max 2240.768 64* 9175.097 49* 3102.863 55* 0 69* 0 69* 0 69* 32 min -3933.64 46* 0 60* -3433.007 61* 0 46* 0 46* 0 46* 33 C7B max 1972.898 64* 9184.876 55* 3250.753 55* 0 69* 0 69* 0 69* 34 min -3539.532 46* 0 60* -3138.135 61* 0 46* 0 46* 0 46* 35 C8B max 1998.618 64* 8889.123 52* 3379.817 55* 0 69* 0 69* 0 69* 36 min -3286.027 46* 0 60* -3419.469 61* 0 46* 0 46* 0 46* 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page182 EnvelopeNodeReactions-OverstrengthorCapacityLimit(Continued) NodeLabel X[lb] LC Y[lb] LC Z[lb] LC MX[lb-ft] LC MY[lb-ft] LC MZ[lb-ft] LC 37 C10B max 1496.991 64* 9162.834 55* 3580.564 55* 0 69* 0 69* 0 69* 38 min -3243.7 46* 0 60* -3272.292 61* 0 46* 0 46* 0 46* 39 C12B max 217.724 64* 11386.543 55* 4673.717 55* 0 69* 0 69* 0 69* 40 min -5541.33 46* 0 60* -4016.38 61* 0 46* 0 46* 0 46* 41 C13B max 0 60* 11778.609 49* 3951.765 55* 0 69* 0 69* 0 69* 42 min -2865.867 46* 0 60* -3462.339 49* 0 46* 0 46* 0 46* 43 D3B max 3607.679 52* 16013.943 55* 5.025 67* 0 69* 0 69* 0 69* 44 min -2289.336 58* 0 60* -4369.941 49* 0 46* 0 46* 0 46* 45 D4B max 3840.068 52* 9430.821 49* 3473.391 55* 0 69* 0 69* 0 69* 46 min -2507.185 58* 0 60* -3563.199 61* 0 46* 0 46* 0 46* 47 D6B max 4056.019 52* 9203.823 49* 3116.59 55* 0 69* 0 69* 0 69* 48 min -2292.803 58* 0 60* -3374.638 49* 0 46* 0 46* 0 46* 49 D7B max 3475.72 52* 9180.933 55* 3225.585 55* 0 69* 0 69* 0 69* 50 min -1927.595 58* 0 60* -2965.418 61* 0 46* 0 46* 0 46* 51 D9B max 3033.23 52* 9237.625 55* 3077.442 55* 0 69* 0 69* 0 69* 52 min -2298.17 58* 0 60* -2921.128 61* 0 46* 0 46* 0 46* 53 F10B max 0 60* 5914.694 49* 3809.747 55* 0 69* 0 69* 0 69* 54 min -3524.387 46* 0 60* -116.388 49* 0 46* 0 46* 0 46* 55 F9B max 0 60* 6387.482 55* 82.538 67* 0 69* 0 69* 0 69* 56 min -3639.665 46* 0 60* -3568.715 61* 0 46* 0 46* 0 46* 57 F8B max 0 60* 4607.342 46* 83.463 67* 0 69* 0 69* 0 69* 58 min -3672.386 46* 0 60* -101.584 49* 0 46* 0 46* 0 46* 59 F7B max 0 60* 6321.462 49* 3746.511 55* 0 69* 0 69* 0 69* 60 min -3344.746 46* 0 60* -98.098 49* 0 46* 0 46* 0 46* 61 F6B max 0 60* 6351.948 55* 80.29 67* 0 69* 0 69* 0 69* 62 min -3330.487 46* 0 60* -3690.634 61* 0 46* 0 46* 0 46* 63 F5B max 0 60* 4600.839 46* 82.415 67* 0 69* 0 69* 0 69* 64 min -3385.313 46* 0 60* -101.985 49* 0 46* 0 46* 0 46* 65 F4B max 0 60* 6382.024 49* 3703.333 55* 0 69* 0 69* 0 69* 66 min -3674.601 46* 0 60* -95.574 49* 0 46* 0 46* 0 46* 67 F3B max 0 60* 6682.901 55* 41.947 67* 0 69* 0 69* 0 69* 68 min -3850.12 46* 0 60* -3843.701 61* 0 46* 0 46* 0 46* 69 E1B max 434.61 64* 2604.332 46* 338.884 55* 0 69* 0 69* 0 69* 70 min -2200.087 46* 0 60* -288.611 61* 0 46* 0 46* 0 46* 71 D8B max 3537.637 52* 8873.738 46* 3366.373 55* 0 69* 0 69* 0 69* 72 min -1951.251 58* 0 60* -3124.819 61* 0 46* 0 46* 0 46* 73 D1B max 921.651 64* 12057.831 52* 101.401 55* 0 69* 0 69* 0 69* 74 min -2789.887 46* 0 60* -13.68 61* 0 46* 0 46* 0 46* 75 C15B max 455.16 64* 5565.428 46* 70.823 67* 0 69* 0 69* 0 69* 76 min -1893.852 46* 0 60* -64.549 61* 0 46* 0 46* 0 46* 77 D5B max 3603.62 52* 8955.485 49* 3592.25 55* 0 69* 0 69* 0 69* 78 min -2000.082 58* 0 60* -3559.333 49* 0 46* 0 46* 0 46* 79 D11B max 0 60* 7887.335 49* 3468.943 55* 0 69* 0 69* 0 69* 80 min -3052.428 46* 0 60* -56.65 61* 0 46* 0 46* 0 46* 81 C5B max 2042.495 64* 8954.747 49* 3531.949 55* 0 69* 0 69* 0 69* 82 min -3561.143 46* 0 60* -3590.788 61* 0 46* 0 46* 0 46* 83 C9B max 1762.815 64* 9306.514 55* 3190.087 55* 0 69* 0 69* 0 69* 84 min -3492.613 46* 0 60* -3271.564 61* 0 46* 0 46* 0 46* 85 A5B max 3321.389 52* 4606.978 52* 76.474 67* 0 69* 0 69* 0 69* 86 min 0 60* 0 60* -91.049 49* 0 46* 0 46* 0 46* 87 A10B max 6036.731 52* 5749.196 55* 78.581 67* 0 69* 0 69* 0 69* 88 min 0 60* 0 60* -3535.023 49* 0 46* 0 46* 0 46* 89 C11B max 888.333 64* 10131.719 49* 3698.352 55* 0 69* 0 69* 0 69* 90 min -3780.545 46* 0 60* -59.039 61* 0 46* 0 46* 0 46* 91 C14B max 1411.999 64* 7199.868 46* 55.257 67* 0 69* 0 69* 0 69* 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer JobNumber ModelName : : : : <LicensedCompany> rhara CheckedBy:__________ 11/10/2021 8:28:14AM RISA-3DVersion19 [SantaAna,modifiedLine2.r3d] Page183 EnvelopeNodeReactions-OverstrengthorCapacityLimit(Continued) NodeLabel X[lb] LC Y[lb] LC Z[lb] LC MX[lb-ft] LC MY[lb-ft] LC MZ[lb-ft] LC 92 min -1459.347 46* 0 60* -100.863 49* 0 46* 0 46* 0 46* 93 B2B max 6314.773 52* 7067.633 52* 174.098 67* 0 69* 0 69* 0 69* 94 min -2993.408 58* 0 60* -181.767 61* 0 46* 0 46* 0 46* 95 E2B max 412.924 64* 7038.221 46* 182.342 67* 0 69* 0 69* 0 69* 96 min -3169.861 46* 0 60* -181.749 61* 0 46* 0 46* 0 46* 97 B14B max 1583.548 52* 5892.338 52* 47.224 67* 0 69* 0 69* 0 69* 98 min -1555.159 58* 0 60* -96.723 49* 0 46* 0 46* 0 46* 99 Totals: max 85434.101 52* 336185.49 57* 92026.365 67* 100 min -85434.101 46* 0 60* -92026.365 61* 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixB RISA Connection Reports  In the interest of brevity,onlythemost heavily load connectionsof eachconnection type are included here.   2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixC Hilti Profis Connection Reports  In this section,we have presented the Hilti anchorage connectionsto the concrete garage.  Again, forthesake of space, onlythe worst-case conditionshave been presented here foreach connection type and/or gridline.      2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=17.500in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=1.000in. AnchorplateR:lxxlyxt=12.500in.x8.500in.x1.000in.;(Recommendedplatethickness:notcalculated) Profile:Wshape(AISC),;(LxWxTxFT)=11.900in.x8.010in.x0.295in.x0.515in. Basematerial:crackedconcrete,4000,fc'=4,000psi;h=60.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Load combination and design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-1-Deflection1 N=-7,585;Vx=-638;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 2 3D-2-Deflection2 N=-15,546;Vx=-1,395;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 7 3 3D-3- N=-5,178;Vx=1,218;Vy=-16; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 6 4 3D-4- N=2,474;Vx=-1,664;Vy=22; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 9 5 3D-5- N=16,119;Vx=2,793;Vy=2; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 57 6 3D-6- N=8,980;Vx=-119;Vy=20; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 32 7 3D-7-Deflection3 N=-23,135;Vx=-2,050;Vy=5; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 10 8 3D-8-ASCEASD1 N=-10,619;Vx=-896;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 5 9 3D-9-ASCEASD3(a) N=-30,250;Vx=-2,701;Vy=5; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 10 3D-10-ASCEASD5(a) N=-17,747;Vx=2,350;Vy=-26; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 11 3D-11-ASCEASD5(a) N=-4,986;Vx=-2,481;Vy=20; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 12 3D-12-ASCEASD5(a) N=17,755;Vx=4,941;Vy=1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 63 13 3D-13-ASCEASD5(a) N=5,855;Vx=113;Vy=25; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 21 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 3 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 14 3D-14- N=12,021;Vx=1,235;Vy=5,908; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 43 15 3D-15- N=-21,665;Vx=-1,788;Vy=5,997; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 30 16 3D-16- N=14,297;Vx=1,415;Vy=5,900; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 50 17 3D-17- N=-19,388;Vx=-1,598;Vy=5,988; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 30 18 3D-18-ASCEASD7 N=-15,471;Vx=2,541;Vy=-27; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 19 3D-19-ASCEASD7 N=-2,712;Vx=-2,287;Vy=23; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 20 3D - 20 - ASCE ASD 7 N = 20,029; Vx = 5,120; Vy = 1; Mx = 0; My = 0; Mz = 0; Nsus = 0; Mx,sus = 0; My,sus = 0; no 70 21 3D-21-ASCEASD7 N=8,130;Vx=301;Vy=25; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 29 22 3D-22-IBC16-5(a) N=-9,142;Vx=2,334;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 23 3D-23-IBC16-5(b) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 24 3D-24-IBC16-5(c) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 25 3D-25-IBC16-5(d) N=-9,431;Vx=-724;Vy=3,584; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 26 3D-26-IBC16-5(e) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 4 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 27 3D-27-IBC16-5(f)N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 28 3D-28-IBC16-5(g) N=-9,066;Vx=-3,861;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 19 29 3D-29-IBC16-5(h) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 30 3D-30-IBC16-5(i) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 31 3D-31-IBC16-5(j) N=-9,044;Vx=-809;Vy=-3,492; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 32 3D-32-IBC16-5(k) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 33 3D-33-IBC16-5(l)N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 34 3D-34-IBC16-7(a) N=-6,866;Vx=2,521;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 35 3D-35-IBC16-7(b) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 36 3D-36-IBC16-7(c) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 37 3D-37-IBC16-7(d) N=-7,156;Vx=-535;Vy=3,580; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 38 3D-38-IBC16-7(e) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 39 3D-39-IBC16-7(f) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 5 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 5 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 40 3D-40-IBC16-7(g)N=-6,790;Vx=-3,665;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 41 3D-41-IBC16-7(h) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 42 3D-42-IBC16-7(i) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 43 3D-43-IBC16-7(j) N=-6,764;Vx=-617;Vy=-3,486; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 44 3D-44-IBC16-7(k) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 45 3D-45-IBC16-7(l) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 46 3D-46*-IBC16-5(os-a)N=-9,142;Vx=2,334;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 47 3D-47*-IBC16-5(os-b) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 48 3D-48*-IBC16-5(os-c) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 49 3D-49*-IBC16-5(os-d) N=-9,431;Vx=-724;Vy=3,584; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 50 3D-50*-IBC16-5(os-e) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 51 3D-51*-IBC16-5(os-f) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 52 3D-52*-IBC16-5(os-g) N=-9,066;Vx=-3,861;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 19 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 6 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 6 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 53 3D-53*-IBC16-5(os-h)N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 54 3D-54*-IBC16-5(os-i) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 55 3D-55*-IBC16-5(os-j) N=-9,044;Vx=-809;Vy=-3,492; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 56 3D-56*-IBC16-5(os-k) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 57 3D-57*-IBC16-5(os-l) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 58 3D-58*-IBC16-7(os-a) N=-6,866;Vx=2,521;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 59 3D-59*-IBC16-7(os-b)N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 60 3D-61*-IBC16-7(os-d) N=-7,156;Vx=-535;Vy=3,580; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 61 3D-62*-IBC16-7(os-e) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 62 3D-63*-IBC16-7(os-f) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 63 3D-64*-IBC16-7(os-g) N=-6,790;Vx=-3,665;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 64 3D-65*-IBC16-7(os-h) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 65 3D-66*-IBC16-7(os-i) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 7 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 7 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 66 3D-67*-IBC16-7(os-j)N=-6,764;Vx=-617;Vy=-3,486; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 67 3D-68*-IBC16-7(os-k)N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 68 3D-69*-IBC16-7(os-l) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 8 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 8 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension ConcreteBreakoutFailure 20,029 28,614 70/-OK Shear Concreteedgefailureindirectionx+6,258 21,244 -/30 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads 0.700 0.241 5/3 65 OK 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 9 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 9 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=17.500in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=1.000in. AnchorplateR:lxxlyxt=12.500in.x8.500in.x1.000in.;(Recommendedplatethickness:notcalculated) Profile:Wshape(AISC),;(LxWxTxFT)=11.900in.x8.010in.x0.295in.x0.515in. Basematerial:crackedconcrete,4000,fc'=4,000psi;h=60.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Load combination and design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-1-Deflection1 N=-3,622;Vx=-2,910;Vy=12; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 14 2 3D-2-Deflection2 N=-6,954;Vx=-6,349;Vy=35; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 30 3 3D-3- N=-7,713;Vx=-7,513;Vy=38; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 36 4 3D-4- N=7,114;Vx=6,917;Vy=-161; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 33 5 3D-5- N=3,035;Vx=2,454;Vy=-64; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 6 3D-6- N=7,030;Vx=6,619;Vy=-156; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 32 7 3D-7-Deflection3 N=-10,572;Vx=-9,282;Vy=47; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 44 8 3D-8-ASCEASD1 N=-5,070;Vx=-4,077;Vy=17; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 20 9 3D-9-ASCEASD3(a) N=-13,794;Vx=-12,177;Vy=63; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 58 10 3D - 10 - ASCE ASD 5 (a) N = -17,084; Vx = -15,453; Vy = 79; Mx = 0; My = 0; Mz = 0; Nsus = 0; Mx,sus = 0; My,sus = 0; no 73 11 3D-11-ASCEASD5(a) N=7,612;Vx=8,717;Vy=-203; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 42 12 3D-12-ASCEASD5(a) N=812;Vx=1,273;Vy=-37; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 6 13 3D-13-ASCEASD5(a) N=7,472;Vx=8,220;Vy=-195; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 39 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 3 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 14 3D-14-N=249;Vx=2,287;Vy=171; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 15 3D-15- N=-9,239;Vx=-6,389;Vy=221; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 31 16 3D-16- N=1,339;Vx=3,155;Vy=167; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 15 17 3D-17- N=-8,151;Vx=-5,512;Vy=217; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 26 18 3D-18-ASCEASD7 N=-16,000;Vx=-14,563;Vy=76; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 69 19 3D-19-ASCEASD7 N=8,700;Vx=9,577;Vy=-222; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 46 20 3D-20-ASCEASD7 N=1,900;Vx=2,144;Vy=-57; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 21 3D-21-ASCEASD7 N=8,561;Vx=9,081;Vy=-214; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 43 22 3D-22-IBC16-5(a) N=-4,019;Vx=-1,644;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 8 23 3D-23-IBC16-5(b) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 24 3D-24-IBC16-5(c) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 25 3D-25-IBC16-5(d) N=-5,394;Vx=-3,493;Vy=109; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 26 3D-26-IBC16-5(e) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 4 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 27 3D-27-IBC16-5(f)N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 28 3D-28-IBC16-5(g) N=-4,670;Vx=-5,341;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 26 29 3D-29-IBC16-5(h) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 30 3D-30-IBC16-5(i) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 31 3D-31-IBC16-5(j) N=-3,259;Vx=-3,494;Vy=-3,568; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 24 32 3D-32-IBC16-5(k) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 33 3D-33-IBC16-5(l)N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 34 3D-34-IBC16-7(a) N=-2,933;Vx=-773;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 35 3D-35-IBC16-7(b) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 36 3D-36-IBC16-7(c) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 37 3D-37-IBC16-7(d) N=-4,306;Vx=-2,618;Vy=105; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 38 3D-38-IBC16-7(e) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 39 3D-39-IBC16-7(f) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 5 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 5 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 40 3D-40-IBC16-7(g)N=-3,584;Vx=-4,464;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 22 41 3D-41-IBC16-7(h) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 42 3D-42-IBC16-7(i) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 43 3D-43-IBC16-7(j) N=-2,174;Vx=-2,619;Vy=-3,582; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 21 44 3D-44-IBC16-7(k) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 45 3D-45-IBC16-7(l) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 46 3D-46*-IBC16-5(os-a)N=-4,019;Vx=-1,644;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 8 47 3D-47*-IBC16-5(os-b) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 48 3D-48*-IBC16-5(os-c) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 49 3D-49*-IBC16-5(os-d) N=-5,394;Vx=-3,493;Vy=109; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 50 3D-50*-IBC16-5(os-e) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 51 3D-51*-IBC16-5(os-f) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 52 3D-52*-IBC16-5(os-g) N=-4,670;Vx=-5,341;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 26 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 6 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 6 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 53 3D-53*-IBC16-5(os-h)N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 54 3D-54*-IBC16-5(os-i) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 55 3D-55*-IBC16-5(os-j) N=-3,259;Vx=-3,494;Vy=-3,568; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 24 56 3D-56*-IBC16-5(os-k) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 57 3D-57*-IBC16-5(os-l) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 58 3D-58*-IBC16-7(os-a) N=-2,933;Vx=-773;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 59 3D-59*-IBC16-7(os-b)N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 60 3D-61*-IBC16-7(os-d) N=-4,306;Vx=-2,618;Vy=105; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 61 3D-62*-IBC16-7(os-e) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 62 3D-63*-IBC16-7(os-f) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 63 3D-64*-IBC16-7(os-g) N=-3,584;Vx=-4,464;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 22 64 3D-65*-IBC16-7(os-h) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 65 3D-66*-IBC16-7(os-i) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 7 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 7 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 66 3D-67*-IBC16-7(os-j)N=-2,174;Vx=-2,619;Vy=-3,582; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 21 67 3D-68*-IBC16-7(os-k)N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 68 3D-69*-IBC16-7(os-l) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 8 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 8 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension ConcreteBreakoutFailure 8,700 28,614 31/-OK Shear Concreteedgefailureindirectionx-15,453 21,244 -/73 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 9 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 9 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C3-SantaAna,modifiedLine2@ColC7I.rcn Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=8.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=1.000in. AnchorplateR:lxxlyxt=12.500in.x8.500in.x1.000in.;(Recommendedplatethickness:notcalculated) Profile:Wshape(AISC),;(LxWxTxFT)=11.900in.x8.010in.x0.295in.x0.515in. Basematerial:crackedconcrete,4000,fc'=4,000psi;h=60.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C3-SantaAna,modifiedLine2@ColC7I.rcn Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-21-ASCEASD7 N=0;Vx=7,300;Vy=0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 35 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C3-SantaAna,modifiedLine2@ColC7I.rcn Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension --- -/-N/A Shear Concreteedgefailureindirectionx+7,300 21,244 -/35 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C3-SantaAna,modifiedLine2@ColC7I.rcn Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C4-SantaAna@ColD5B Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=8.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=0.500in. AnchorplateR:lxxlyxt=21.000in.x6.000in.x0.500in.;(Recommendedplatethickness:notcalculated) Profile:noprofile Basematerial:crackedconcrete,4000,fc'=4,000psi;h=12.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C4-SantaAna@ColD5B Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-5-N=0;Vx=10,150;Vy=0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 76 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C4-SantaAna@ColD5B Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension --- -/-N/A Shear Concreteedgefailureindirectionx+10,150 13,524 -/76 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C4-SantaAna@ColD5B Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C5-SantaAna,SaddleatC1andD1 Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 1 Itemnumber:2198033HAS-V-361"x12"(element)/2022791HIT-HY 200-A(adhesive) Effectiveembedmentdepth:hef,act=4.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=0.500in. AnchorplateR:lxxlyxt=22.000in.x28.000in.x0.500in.;(Recommendedplatethickness:notcalculated) Profile:noprofile Basematerial:crackedconcrete,4000,fc'=4,000psi;h=6.250in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C5-SantaAna,SaddleatC1andD1 Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 Combination1 N=182;Vx=2,415;Vy=8,107; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 85 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C5-SantaAna,SaddleatC1andD1 Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension BondStrength 394 12,500 4/-OK Shear Concreteedgefailureindirectiony+8,486 10,029 -/85 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads 0.032 0.846 1.000 74 OK 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C5-SantaAna,SaddleatC1andD1 Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C6-SantaAna,modifiedLine2@ColB2I Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 1 Itemnumber:2198033HAS-V-361"x12"(element)/2022791HIT-HY 200-A(adhesive) Effectiveembedmentdepth:hef,act=8.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=1.000in. AnchorplateR:lxxlyxt=20.000in.x28.000in.x1.000in.;(Recommendedplatethickness:notcalculated) Profile:noprofile Basematerial:crackedconcrete,4000,fc'=4,000psi;h=13.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Dry Reinforcement:tension:conditionB,shear:conditionB;nosupplementalsplittingreinforcementpresent edgereinforcement:noneor<No.4bar R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C6-SantaAna,modifiedLine2@ColB2I Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-1-Deflection1 N=-3,150;Vx=195;Vy=7,353; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 166 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C6-SantaAna,modifiedLine2@ColB2I Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension ConcreteBreakoutFailure 1,029 10,872 10/-OK Shear Concreteedgefailureindirectionx+7,356 4,455 -/166 notrecommended Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads 0.095 1.651 1.000 146 notrecommended 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening does not meet the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C6-SantaAna,modifiedLine2@ColB2I Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C7-SantaAna@ColA3B Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=8.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=0.500in. AnchorplateR:lxxlyxt=18.000in.x6.000in.x0.500in.;(Recommendedplatethickness:notcalculated) Profile:noprofile Basematerial:crackedconcrete,4000,fc'=4,000psi;h=12.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C7-SantaAna@ColA3B Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-5-N=0;Vx=3,175;Vy=0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 31 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C7-SantaAna@ColA3B Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension --- -/-N/A Shear Concreteedgefailureindirectionx+3,175 10,534 -/31 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C7-SantaAna@ColA3B Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C8-SantaAna,sheartoslabatColA10 Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=5.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation: Profile: Basematerial:crackedconcrete,4000,fc'=4,000psi;h=8.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C8-SantaAna,sheartoslabatColA10 Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 Combination1 N=0;Vx=0;Vy=4,450; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 67 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C8-SantaAna,sheartoslabatColA10 Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension --- -/-N/A Shear Concreteedgefailureindirectiony+4,450 6,682 -/67 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C8-SantaAna,sheartoslabatColA10 Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixD Enercalc Checks of Garage Structure  In this section, certain concrete columnshave been checked for the lateral load imparted to them fromthe canopy. These columns were specificallychosen due tothe size of the loads and to the height that thecolumn extendsabove thedeck diaphragm.   2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: .Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2018 ASTM A615 Bars Used 4.0 ksi fy - Main Rebar 60.0 ksi Density = 150.0 pcf E - Main Rebar 29,000.0 = ksi 0.850 ksi Min. Reinf.1.0 % =Max. Reinf.8.0 % 3.50 Allow. Reinforcing Limits 3,122.0E = Overall Column Height ft= General Information = = f'c : Concrete 28 day strength End Fixity Top Free, Bottom Fixed= = = Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT X-X Axis = 3.50 ft, K = 2.10 Unbraced Length for buckling ABOUT Y-Y Axis = 3.50 ft, K = 2.10 Brace condition for deflection (buckling) along columns : .. 20.0in Square Column, Column Edge to Rebar Edge Cover = 2.0in Column Reinforcing : Column Dimensions : 4 - #11 bars @ corners,, 1 - #8 bars top & bottom between corner bars, 1 - #8 bars left & right between corner Column Cross Section . Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included : 1,458.33 lbs * Dead Load Factor BENDING LOADS . . . Lat. Point Load at 3.50 ft creating My-y, D = 17.80 k . DESIGN SUMMARY Maximum Stress Ratio Location of max.above base 3.477 ft Pu = 2.042 k * Pn = 11.575 k Mu-x = 0.0 k-ft Load Combination +1.40D 335.410 k-ft General Section Information . . : 1 0.262 Ratio = (Pu^2+Mu^2)^.5 / (PhiPn^2+PhiMn^2)^.5 * Mn-x =  0.0 k-ft * Mn-y =Mu-y = -87.220 k-ft Maximum SERVICE Load Reactions . Top along Y-Y 0.0 k Bottom along Y-Y 17.80 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Deflections . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.01051in at 3.50 ft Column Capacities . . above base270.0 degMu Angle = for load combination : k-ft D Only Pn & Mn values located at Pu-Mu vector intersection with capacity curve Mu at Angle = 0.850 k-ft332.817Mn at Angle = 87.220 2.350 % Rebar % Ok 0.650 400.0 in^2 9.40 in^2  k1,892.04 Pn, max : Usable Compressive Axial Capacity Pnmax : Nominal Max. Compressive Axial Capacity k : % Reinforcing = Pnmin : Nominal Min. Tension Axial Capacity 983.86  k Pn, min : Usable Tension Axial Capacity k Concrete Area  0.80 Reinforcing Area = = .Governing Load Combination Results Load Combination Dist. from  Axial Load k k-ft Moment Governing Factored Bending Analysis Utilization base ft Y-Y Pu * Pn x * Mux MuAlpha (deg)x yX-X Mn Ratioy * Muy Actual+1.40D 2.043.48 11.58 -87.22 332.82 0.2621.000 270.000 87.22 Actual+1.20D 1.753.48 11.58 -74.76 332.82 0.2251.000 270.000 74.76 Actual+0.90D 1.313.48 11.58 -56.07 332.82 0.1681.000 270.000 56.07 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base @ Top @ Top My - End Moments Mx - End Moments D Only 1.45817.800 62.300 +0.60D 0.87510.680 37.380 Note: Only non-zero reactions are listed. Load Combination Moment About X-X Axis Moment About Y-Y Axis @ Base @ Top@ Base @ Top Maximum Moment Reactions D Only k-ft k-ft62.300 +0.60D k-ft k-ft37.380 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0105 0.000 0.000 ftftinin 3.500 +0.60D 0.0062 0.000 0.000 ftftin in 3.477 .Sketches . Interaction Diagrams 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: .Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2018 ASTM A615 Bars Used 4.0 ksi fy - Main Rebar 60.0 ksi Density = 150.0 pcf E - Main Rebar 29,000.0 = ksi 0.850 ksi Min. Reinf.1.0 % =Max. Reinf.8.0 % 13.250 Allow. Reinforcing Limits 3,122.0E = Overall Column Height ft= General Information = = f'c : Concrete 28 day strength End Fixity Top Free, Bottom Fixed= = = Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT X-X Axis = 13.250 ft, K = 2.10 Unbraced Length for buckling ABOUT Y-Y Axis = 13.250 ft, K = 2.10 Brace condition for deflection (buckling) along columns : .. 24.0in Square Column, Column Edge to Rebar Edge Cover = 2.0in Column Reinforcing : Column Dimensions : 4 - #11 bars @ corners,, 1 - #9 bars top & bottom between corner bars, 1 - #9 bars left & right between corner Column Cross Section . Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included : 7,950.0 lbs * Dead Load Factor BENDING LOADS . . . Lat. Point Load at 13.250 ft creating My-y, D = 7.0 k . DESIGN SUMMARY Maximum Stress Ratio Location of max.above base 13.161 ft Pu = 11.130 k * Pn = 45.095 k Mu-x = 0.0 k-ft Load Combination +1.40D 487.438 k-ft General Section Information . . : 1 0.269 Ratio = (Pu^2+Mu^2)^.5 / (PhiPn^2+PhiMn^2)^.5 * Mn-x =  0.0 k-ft * Mn-y =Mu-y = -129.850 k-ft Maximum SERVICE Load Reactions . Top along Y-Y 0.0 k Bottom along Y-Y 7.0 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Deflections . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.1081in at 13.250 ft Column Capacities . . above base270.0 degMu Angle = for load combination : k-ft D Only Pn & Mn values located at Pu-Mu vector intersection with capacity curve Mu at Angle = 0.850 k-ft483.153Mn at Angle = 129.850 1.778 % Rebar % Ok 0.650 576.0 in^2 10.240 in^2  k2,537.98 Pn, max : Usable Compressive Axial Capacity Pnmax : Nominal Max. Compressive Axial Capacity k : % Reinforcing = Pnmin : Nominal Min. Tension Axial Capacity 1,319.75  k Pn, min : Usable Tension Axial Capacity k Concrete Area  0.80 Reinforcing Area = = .Governing Load Combination Results Load Combination Dist. from  Axial Load k k-ftMoment Governing Factored Bending Analysis Utilization base ft Y-Y Pu * Pn x * Mux MuAlpha (deg)x yX-X Mn Ratioy * Muy Actual+1.40D 11.1313.16 45.10 -129.85 483.15 0.2691.000 270.000 129.85 Actual+1.20D 9.5413.16 45.10 -111.30 483.15 0.2301.000 270.000 111.30 Actual+0.90D 7.1613.16 45.10 -83.48 483.15 0.1731.000 270.000 83.48 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base @ Top @ Top My - End Moments Mx - End Moments D Only 7.9507.000 92.750 +0.60D 4.7704.200 55.650 Note: Only non-zero reactions are listed. Load Combination Moment About X-X Axis Moment About Y-Y Axis @ Base @ Top@ Base @ Top Maximum Moment Reactions D Only k-ft k-ft92.750 +0.60D k-ft k-ft55.650 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.1081 0.000 0.000 ftftinin 13.250 +0.60D 0.0642 0.000 0.000 ftftin in 13.161 .Sketches . Interaction Diagrams 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixE Supporting Documents 2677 N Main St - 101110159-60 & 20175958-5902/07/23 E1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945 530-838-5358 Letter Regarding Plan Check November 18, 2022 City of Santa Ana Building Department Re: 2667 North Main St, Santa Ana, CA Plan Check:101110159-60 and 20175958-59 Plan Check Number 4 Dear Mr. Gary Huang: The following letter is intended to address the structural comments on your recent plan check for the solar canopies at the above property. Comments 18/29 (which was added to in the email from Gary Huang): What I was looking for is for you to justify that all OCBF design shall comply with AISC manual, include its framing size, connection, rod slenderness ration < 300 for tension (per AISC 360-16 Chapter D). Please note, your RISA calculation shown that your D/C ratio for the diagonal rod is much greater than 1.0. Response: A section has been added to the calculations for the garage top canopy titled “Plan Check Additions.” In this section, each of the subsections of AISC 341-16 Section F1 are addressed. Please note that Subsections 4a, 4b, 4c, 5b, and 7 are not applicable. Subsection 5a is applicable, but use of rod bracing in tension only qualifies for the exception in that subsection. Subsection 5c does require that the beams of the braced frames be designed for seismic overstrength. These beams have been assigned to the OCBF category in the Seismic Design Rules in the RISA-3D model. They are therefore designed for overstrength and those loads are transferred to RISA Connection as well. Please not that I have also assigned the braces to receive overstrength, even though this is not required by code. The below image capture shows the OCBF seismic design rules. The two after that show an example of a beam and brace having been designed for that rule (see bottom left corner of each image). 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945 530-838-5358 Subsection 6a: The connection of the rod bracing to the column is achieved by passing the rod thru the web of the column and placing a hillside washer with nut on the opposite side. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945 530-838-5358 The dimensions of a hillside washer for a ¾” rod is 1-5/8” x 2-3/8” (rectangular). This connection was checked for tear out against overstrength level tension loads. The worst- case tension load with over-strength is 10.2 kips. Regarding the rod slenderness check, please note that Chapter D of 360-16, Section D1, actually states that there is no slenderness limit for tension members. The User Note then suggests that a limit of 300 be used (which is where I think you're getting that 300 number from), but the same user note then goes on to state that that suggestion does not apply to rods in tension. Regarding the RISA calculation showing tension rods with a 9.99+ UC ratio, it appears that you were provided with an obsolete set of the calcs. Some of those members had been set and Tension/Compression members rather than just Tension. This creates an error state in RISA that produces the 9.99+ number. The attached calculations have had this updated. Comment 23, if you look at your drawing, it should indicate 135-degree hook at the end per ACI 318 25.7.2.4.1. Response: Detail 5/SC.1 of the ground canopy drawings has been updated to show the 135 degree hooks in the hoops around the vertical rebar in the piers. Comments 28/34, if you would like to match the spacing of L2x2 by the purlin, please indicate on the drawing to match the spacing of purlin or at least shown minimum spacing required. Response: Detail 4/SC.2 of the ground canopy drawings now has a note that reads “Angle locations are at purlin locations as shown in the Elevation 3/SC.1.” Detail 3/SG.9 of the garage top canopy drawings now has a note that reads “Angle locations are at purlin locations as shown in the elevations on Sheets SG3 thru SG5.” In the elevation views referenced, it clearly shown which purlins receive angle bracing and the angle brace detail is referenced on those elevations as well. Please feel free to contact me with any questions at (530) 838-5358 or by email at rarashi@appliedec.com. Thank you for your attention to this matter. Best Regards, Rex H. Arashi, PE President Licensed Professional Engineer No. 70,964 11/18/2022, 10:18:38 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945  Phone: 530-838-5358 ENGINEERING CALCULATIONS FOR MULLER SANTA ANA GARAGE SOLAR CANOPY 2677 N. Main St, Santa Ana, CA 92705 Date: 11/19/2021 Plan Check 4: 11/17/2022 Client: DSD / RCSI AEC Project Engineer: RHA AEC Project No.: 2021-SRS004 Project Description ........................................................................................................ T1 Wind Loading ................................................................................................................ T2 Calculations .................................................................................................................... 1 Appendix A: RISA-3D Model and Outputs .....................................................................A1 Appendix B: RISA Connection Reports .........................................................................B1 Appendix C: Hilti Profis Connection Reports ................................................................ C1 Appendix D: Enercalc Checks of Garage Structure ...................................................... D1 Appendix E: Supporting Documents ..............................................................................E1 11/17/2022, 7:39:45 PM 2677 N Main St - 101110159-60 & 20175958-5902/07/23  JOB Santa Ana Garage, Solar Canopy JOB NO. 2021-SRS004DATE 11/9/21 CLIENT Solar Racking BY     RHASHEET NO. T1 ProjectDescription: DSDandRCSIwillbebuildingalongspancanopystructureovertheparkinggarageatthissite.Thisset ofcalculationsisforthedesignofthatstructureanditsinteractionwiththeparkinggarage.Theadditionof aflexiblesteelcanopystructureontopofarigidconcretegaragestructurequalifiesforthetwo-stage seismicanalysisprocedureinASCE7-16.ThisallowsthesteelcanopytobedesignedusingtheRvaluesit wouldhaveasaground-basedsystem.  Thecanopywillbeasteelordinarymomentframeintheeast/westdirectionandasteelordinary concentricallybracedframeinthenorth/southdirection.Thecanopywillhavenoroofingmaterialontop butwillratherdirectlysupportsolarmodulesonthelightgaugepurlinsthatrunnorthtosouth.Thesolar moduleswillbedirectlymountedtothepurlinsusingboltstothemoduleframes.Thepurlinswillbe boltedtothemomentframelines.Thesteelcolumnsofthecanopywilllanddirectlyontopofconcrete columnsinthegaragestructureorontopofshearwalls.Thecolumnswillbeboltedtotheconcrete structureusingthreadedrodsetinHiltiepoxy.  TheRISA-3Dmodelhasbeendesignedwithfullypinbasedconnectionstotheconcretestructure.This willbeaccomplishedinthefieldbycreatingatightanchorboltpatterninthesteelcolumnbaseplates.  Thesecalculationsarearrangedinanumberofsectionsasoutlinedwiththetableofcontentsonthecover page.ThisfirstT1sheetgivethedesigncriteriaofthestructureandabasicdescriptionofit.TheT2and T3sheetsgivethewindloadingforthesite.TheCalculationspages(startingonPage1)provideanoutline ofthecalculationsperformedusingcomputerprogramsandprovidesadditionalcalculationsinareasthat arenotcoveredbythecomputermodeling.AppendixApresentstheRISA-3Dmodelandallofitsoutputs. AppendixBgivestheanalysisreportsforthevarioussteelconnectionsandAppendixCgivestheHilti anchoragereports.AppendixDprovidesEnercalcchecksofvariousportionsoftheexistinggarage. Finally,AppendixEholdsallofthesupportinginformationusedinthiscalculationset.  BuildingCodesUsed:  2019CBC,ASCE7-16,ACI318-14  RiskCategory:RiskCategoryIIStructure  WindLoadingCriteria: WindSpeedinArea:95MPH ExposureC,Iw=1.0  SeismicLoadingCriteria: SeismicDesignCategoryD Sds=1.067,Ss=1.334,S1=0.475,Sms=1.601  Ineast/westdirection: OrdinaryMomentFrame:R=3.5,Ω=3,I=1.0 Cs=0.305,V=85.2kips  Innorth/southdirection: OrdinaryBracedFrame:R=3.25,Ω=2,I=1.0 Cs=0.328,V=91.8kips  ExistingConcreteParkingGarage: OrdinaryReinforcedConcreteShearWall:R=4,Ω=2.5,I=1.0 Cs=0.27 2677 N Main St - 101110159-60 & 20175958-5902/07/23  JOB Santa Ana Garage, Solar Canopy JOB NO. 2021-SRS004DATE 11/9/21 CLIENT Solar Racking BY     RHASHEET NO. T1  GravityLoading:  GarageDeckLoading Load(psf) 5"Concretedeck 62.5 Maingirders@20.5'oc 24.0 Columns 3.2 D 89.7 L 50.0   CanopyRoofLoading Load(psf) Solarpanels 2.4 Lightgaugeframeing 0.7 Hotrolledframing 2.6 D 5.7   2677 N Main St - 101110159-60 & 20175958-5902/07/23 FIXEDSOLARARRAY MonoslopeRoofModel MainWindForceResistingSystem ExposureC Loadsignarepositiveasfollows Lateral Left h(ft)= 80 Kzt = 1 V(mph)= 95 G= 0.85 PanelWidth(in)= 81.9 Vertical Down hu(ft)= 7 Kd = 0.85 Ke= 1 q h (psf)= 21.4 E-WPostSpcg(ft)= na Moment Clockwise L panel (ft)=183 Kh = 1.09 L c (ft)= na WindLoadsonPanels(psf)andonNorth-SouthBeams(plf) Obstructed PanelAngle L(horiz) LoadCase P NW(psf) P NL (psf) Purlin-NW Purlin-NL P NW(psf)PNL (psf)Purlin-NW Purlin-NL 0.0 183.0 A 21.8 5.5 74.5 18.6 -9.1 -21.8 -31.0 -74.5 0.0 183.0 B -20.0 -1.8 -68.3 -6.2 -20.0 -10.9 -68.3 -37.3 5.0 182.3 A 21.8 5.5 74.5 18.6 -9.1 -21.8 -31.0 -74.5 5.0 182.3 B -20.0 -1.8 -68.3 -6.2 -20.0 -10.9 -68.3 -37.3 Loadsonfascia:32.1 windward -21.4 leeward 2019CBCWindLoadCalculation(perASCE7-16,Section27.3.2,Figure27.3-4, Unobstructed 2677 N Main St - 101110159-60 & 20175958-5902/07/23 FIXEDSOLARARRAY MonoslopeRoofModel MainWindForceResistingSystem ExposureC Loadsignarepositiveasfollows Lateral Left h(ft)= 80 Kzt = 1 V(mph)= 95 G= 0.85 PanelWidth(in)= 81.9 Vertical Down hu(ft)= 7 Kd = 0.85 Ke= 1 q h (psf)= 21.4 E-WPostSpcg(ft)= na Moment Clockwise L panel (ft)=183 Kh = 1.09 L c (ft)= na WindLoadsonPanels(psf)andonNorth-SouthBeams(plf) Obstructed HorizontalDist LoadCase P(psf)Purlin P(psf)Purlin <h A -14.6 -49.7 -21.8 -74.5 B 14.6 49.7 9.1 31.0 >h,<2h A -10.9 -37.3 -16.4 -55.9 B 9.1 31.0 9.1 31.0 >2h A -5.5 -18.6 -10.9 -37.3 B 5.5 18.6 5.5 18.6 Loadsonfascia: 32.1 windward -21.4 leeward 2019CBCWindLoadCalculation(perASCE7-16,Section27.3.2,Figure27.3-7, Unobstructed 2677 N Main St - 101110159-60 & 20175958-5902/07/23 FIXED SOLAR ARRAY Monoslope Roof Model C&C Exposure C Load sign are positive as follows Lateral Left h (ft) = 80 Kzt = 1 V (mph) = 95 G = 0.85 Panel Width (in) = 81.9 Vertical Down hu (ft) = 7 Kd = 0.85 Ke = 1 q h (psf) = 21.4 E-W Post Spcg (ft) = na Moment Clockwise L panel (ft) = 183 Kh = 1.09 L c (ft) = na Wind Loads on Panels (psf) and on North-South Beams (plf) Horizontal Dist Load Case P (psf)Purlin Zone 1 A -21.8 -74.5 B 21.8 74.5 Zone 2 A -32.8 -111.8 B 32.8 111.8 Zone 3 A -65.5 -223.5 B 43.7 149.0 2019 CBC Wind Load Calculation (per ASCE 7-16, Figure 30.7-1) Worst Case 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/17/22 Canopy Design (See Appendix A): The canopy was designed in RISA-3D. The results for that analysis as well as model views of the framing are provided in Appendix A. In the RISA model, the structural steel members and nodes are labeled based on the gridlines in order to make association easier. For instance, the column at the intersection of Lines A and 13 is column "Col A13." The beams along Line 7 are "B7-1, 2, 3, etc." starting from Line A and counting higher toward Line F. The jack beams that span over the end drive aisle area are labeled B-Jack-Line C or D. The purlins are labeled slightly different. The first purlin line at the west side, for instance, is "P1-#" with the first bay at the north all being number 1 purlins; in other words, the purlin at the west most line that is furthest north is P1-2 (there is no purlin in the northern most bay at Line 1) and the purlin at the fifth line from the west and in the northern most bay is P5-1. In the model, the lateral resisting system in the east/west direction is a Steel Ordinary Moment Frame. These moment frames occur along number Lines from 1 to 15. The lateral resisting system in the north/south direction is a Steel Ordinary Concentrically Braced Frame. Lines A, C, D and F all have rod bracing braced frames. Lines C and D have significantly more rod braces due to larger tributary area and in an effort to reduce lateral loading to the columns along the ramp. The results for member sizes based on the RISA model are summarized below: RISA Member Results: Hot Rolled Members: Columns: W12x40 Beams at all Lines: W21x44 Jack beams at Lines C and D: W21x101 Drage beams at Braced Lines: W10x19 Rod bracing at roof level and Lines A, C, D and F: 3/4" diameter Materials: W sections are A572 Gr 50, rod bracing is A572 Gr 50. Light Gauge Members: Majority of purlins: 800S350-54 Purlins at perimeter: 800S350-97 Purlins in northwest and northeast corners btwn Lines 2 and 3: 800S350-68 Blocking at purlin midspan: 600S200-54 Page 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/17/22 Materials: Light gauge purlins are A653 Gr 55, blocking are A653 Gr 33 Plate Material In Connections: Use A572 Gr 50 Connection Design (See Appendix B): All of the connections were analyzed in RISA Connection. The load combinations in RISA-3D included overstrength combinations for analysis of the connections and these were transferred to Connection. Due to the large volume of connections, only the most heavily loaded connection for each geometry were presented in Appendix B. There are six main connection geometries modeled in RISA Connection: 1. Beam-to-Beam Moment Splices: This occurs at various locations along the moment frame lines and is intended to assist in erection/transportation of beams. These consist of mating plates welded to the ends of each beam with an 8 bolt pattern connecting them in the field. 2. Girder/Beam Shear Tab: This occurs where a carrier beam supports another beam that tees into it. Line 2 is supported by jack beams and use this connection. The jack beams are hung on the beams at Lines 1 and 3 in the same manner. These consist of a shear tab welded inside the flanges of the carrier beam with the supported beam having its flanges cut back and web bolted to the shear tab. The shear tab connections for the braced frame top beams are calculated similarly and an example of that is also included in the Appendix. 3. Single Column Base Plate: Occurs at the base of all columns. These are a simple base plate welded to the column with a 4.5" x 4.5" bolt pattern with four total anchor bolts. 4. Beam-to-Column Connection: This occurs at every beam to column location. These consist of a mating plate welded to the top of the column with an 8 bolt pattern for connecting it in the field to the beam bottom flange. The beam also has web stiffeners welded inside its flanges and in line with the flanges of the columns below. 5. Brace frame beam to main beam connection: This consists of a shear tab connection from the brace beam to the main beam that is a 1/2" thick plate with two 3/4" diameter A325 bolts spaced 4" apart. The results for each of these is presented below: RISA Connection Results: Girder/Beam Shear Tab: Shear tab is a 3/8" plate welded full height of the carrier beam with a 1/4" fillet weld all around. The supported beam has its flanges trimmed Page 2 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/17/22 back. The two are bolted together with four 3/4" diameter A325-N spaced at 4" oc vertically with 1-1/2" minimum edge distance. Single Column Base Plate: 1" thick x 12.5" x 8.5" base plate welded all around to the column with 1/4" fillets. The base plate has a 4.5" x 4.5" anchor bolt spread utilizing four 7/8" diameter anchors. Beam-to-Beam Moment Splices: At W21x44 beams: 1" thick x 7-1/2" wide x 27-11/16" tall mating plates welded to the end of each beam with full penetration welds. These plates bolt together in the field using eight 3/4" diameter A325N bolts. Beam-to-Column Connections: 1" thick x 8.5" wide x 24" long mating plate welded to top of column with full penetration welds all around. Bolted to the bottom flange of the beam in the field with eight A325N bolts: use 3/4" diameter at the W21x44. The plate stiffeners at the beam will be welded to the beam with 1/2" fillets: use 3/4" thick plate at the W21x44. At column B9, the plate can be 21.5" long instead. Brace Beam to Main Beam Connections: 1/2" thick x 7" tall shear tab welded all around to the main beam with 1/4" fillets. The shear tab then bolts to the brace beam with (2) 3/4" diameter A325 bolts. Hilti Connection Design (See Appendix C): The worst-case loading conditions were analyzed for each existing garage anchorage case. Notice that in many of the anchorage calculations, the anchors show a failure condition in concrete breakout. Hilti Profis, unfortunately, does not check conditions for transfer of the loading to adjacent rebar. Some of those connection will need further analysis here to prove them. Please note that the Hilti calculations were run using F1554 Gr 36 rod, but these have been upgraded below to Gr 55. Connections at A10, A11, B1, B15, C3, C4, C15, D3, D4 & E1: See Calculations C1 & C2 All of these columns rise above the deck and can be fastened directly into from the top with epoxy bolts. The worst-case loading for these is at A11 and D4. Both of these work. Connection at C12, C13 and C14: These connections do not actually anchor to the concrete at all. Instead, they employ four threaded rod anchor bolts that drop thru the slab and saddle around the concrete beam below. The shear from the columns is transfered from the anchor rods Page 3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/17/22 to the slab. Connections at C5 thru C11 (excluding C6-C8) and D5 thru D11: See Calculations C3 and C4 All of these columns rise above the deck and can be fastened directly into from the top with epoxy bolts. Due to constraints at these columns, the standard base plate will be used to embed bolts into the top of the column to resist shear, but anchor rods will drop down the side of the column and fasten below the tension tendons from the beams to resolve uplift. The worst-case shear loading at one of these anchor points is at C11: ̗Vmax 9.7kip See Calculation C3 for check of shear transfer. Use (4) 7/8" dia F1554 Gr 55 rods in HIT HY-200 epoxy with 8" embed. The worst-case uplift loading at one of these anchor points is at D5: , the connections to column will each take 1/2 of this load.̗Tmax -20.25 kip See Calculation C4 for check of tension transfer. Use (3) 7/8" dia F1554 Gr 55 rods in HIT HY-200 epoxy with 8" embed one each side of column. Connection at C6, C7 and C8: These connections use a combination of saddling the beam like at C12 and bolting to the column as in C5. Loads are similar to each of these. The shear is transferred to the column top just like at C5. Connections at C1 and D1: See Calculation C5 These saddle connections attach to a 12" thick shear wall. This saddle will wrap around the two sides of the wall with through bolts through the wall. Use (4) 7/8" diameter F1554 Gr 55 rods. Connection at B2: See Calculation C6 This saddle connection attaches to a column that rises above deck. This saddle will Page 4 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/17/22 wrap around the two sides of the column with (3) 1" diameter F1554 Gr 55 rods embeded 8" in HIT HY-200. This connection shows failure in shear breakout, but the shear in this case is running parallel to the tension rebar in the concrete column. This column has 4-#11 and 6-#8 bars spread out in it. A single #8 bar in tension can carry the load transferred from the connection. Connections at A3 thru A9, A12 thru A13, F5 thru F10 : See calculation C7 & C8 These connections use a mix of saddling the beam and bolting to the side of the column below. The worst loading condition occurs at F3 and A10: , ̗Tmax -12.7kip ̗Vmax 17.8 kip Brackets to the side of the column each take 1/4 of the tension load and the beam saddle takes 1/2 of it. The 4 bolts passing through the slab each take 1/4 of the shear. See Calculation C7. Attach brackets to side of column w/ (2) 7/8" dia F1554 Gr 55 w/ 8" embedment into the concrete column. See Calculation C8. The rods passing through the slab are capable of carrying the shear load. The saddle connection to the beam and side brackets to the column have been checked prior for higher loads that these columns experience. Enercalc Checks of Garage Components (See Appendix D) There are a number of connection types to the garage with differing existing conditions. The tensile capacity of the highest load member types has already been investigated in the previous section with checks of tensile rebar. That leaves us with investigating the shear transfer to the garage. At locations where the connection sits on the slab with a column below, the shear will transfer directly into the slab which will carry it to the shear walls. At C1 and D1, the saddle transfers shear directly into the shear walls below or the column below. The condition that is most important to further investigate is the connetion to columns that rise up above the deck. The following locations were investigated: Column A10: This column extends 3'-6" above the deck and experiences the highest shear reaction from the canopy at 17.8 kips. See calculation D1. Page 5 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/17/22 shear reaction from the canopy at 17.8 kips. See calculation D1. Column C5: This column extends 13'-3" (the highest unsupported rise) above the deck, but carries a lesser load at 7 kips. See calculation D2. Lateral Check of Existing Structure: The existing parking garage has a weight at the upper deck as follows: ̗Wdeck =Έ89.7psf 47300 ft2 ⎛⎝Έ4.243 10 3 ⎞⎠ kip The base shear attributable to the top deck of the concrete garage is as follows (conservative as the top deck would receive more based on vertical distribution of the total base shear per ASCE Section 12.8.3): , ̗Cs 0.27 ̗Vgarage =ΈCs Wdeck ⎛⎝Έ1.146 10 3 ⎞⎠ kip The total maximum base shear of the canopy from RISA in either principal direction is: ̗Vcanopy 91.8 kip The increase in lateral loading is as follows: < 10% =―――Vcanopy Vgarage 0.08 =>Lateral system of existing garage is OK in accordance with California Existing Building Code. Plan Check additions Pursuant to plan check, the following additions were made proving that the OCBF system on this structure complies with AISC 341-16, Section F1. Subsections 4a, 4b, and 4c are not applicable as they are for V-braces, K-braces, and multi-tiered braced frames, respectively. Subsection 5a: Under this section, the rod bracing qualifies for the exception since they are tension only members with a slenderness ratio greater than 200. Page 6 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Muller Santa Ana Job Number: 2021-SRS004 Date: 11/17/22 Subsection 5b: This is not applicable as it pertains to V-braces. Subsection 5c: The beams at the top of the braced frames as well as all of the braces have been assigned to the Seismic Design Rules for OCBF's in RISA. The braces themselves need not be designed for overstrength, but the beams do need to be. However, I have added the braces to the design rule too so that you can see they are overdesigned. All of this shows up in the new reports. Subsection 6a: The worst-case tension load in a rod brace including overstrength is at member M861 under load combo 67 with a max tension of 10.2 kips. The rod brace connections are made by using a hillside washer to spread the load to the web of the column. The columns have a web thickness of 0.295". Per J3.10(a) of AISC Manual: , , , ̗lc Έ2 ((+1.625 2.375)) in ̗t 0.295 in ̗Fu 65 ksi ̗Rn =ΈΈΈ1.2 lc t Fu 184.08 kip , > 10.2 kips OK̗Phi 0.75 =ΈPhi Rn 138.06 kip Subsection 7: This is not applicable as it pertains to OCBF systems above Seismic Isolation Systems only. Page 7 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixA RISA-3D Model 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 2 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 3 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 4 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 5 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 6 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 7 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 8 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 9 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 0 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 1 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 2 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 3 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 4 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 5 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 <L i c e n s e d C o m p a n y > rh a r a SK - 1 6 No v 1 0 , 2 0 2 1 Sa n t a A n a , m o d i f i e d L i n e 2 . r 3 d 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 1 Node Coordinates Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1 A3 0 205.08 41.80103 2 A4 0 205.08 62.254133 3 A5 0 205.08 82.752325 4 A6 0 205.08 103.234504 5 A7 0 205.08 123.716878 6 A8 0 205.08 144.194128 7 A9 0 205.08 164.654496 8 A10 0 205.08 185.102345 9 A11 0 205.08 205.615889 10 A12 0 205.08 226.102496 11 A13 0 205.08 246.54383 12 B1 17.977467 205.08 0 13 B15 15.604054 205.08 287.720009 14 C1 60.680443 205.08 0 15 C2 60.680443 205.08 16.847671 16 C3 60.680443 205.08 41.80103 17 C4 60.680443 205.08 62.254133 18 C5 60.680443 205.08 82.752325 19 C6 60.680443 205.08 103.234504 20 C7 60.680443 205.08 123.716878 21 C8 60.680443 205.08 144.194128 22 C9 60.680443 205.08 164.654496 23 C10 60.680443 205.08 185.102345 24 C11 60.680443 205.08 205.615889 25 C12 60.680443 205.08 226.102496 26 C13 60.680443 205.08 246.54383 27 C15 60.680443 205.08 287.720009 28 D1 121.65753 205.08 0 29 D2 121.65753 205.08 16.847671 30 D3 121.65753 205.08 41.80103 31 D4 121.65753 205.08 62.254133 32 D5 121.65753 205.08 82.752325 33 D6 121.65753 205.08 103.234504 34 D7 121.65753 205.08 123.716878 35 D8 121.65753 205.08 144.194128 36 D9 121.65753 205.08 164.654496 37 D10 121.65753 205.08 185.102345 38 D11 121.65753 205.08 205.615889 39 E1 164.509136 205.08 0 40 CD14 80.68 205.08 271.585884 41 CD15 80.501094 205.08 287.720009 42 F3 182.46553 205.08 41.80103 43 F4 182.46553 205.08 62.254133 44 F5 182.46553 205.08 82.752325 45 F6 182.46553 205.08 103.234504 46 F7 182.46553 205.08 123.716878 47 F8 182.46553 205.08 144.194128 48 F9 182.46553 205.08 164.654496 49 F10 182.46553 205.08 185.102345 50 B1B 17.977467 198.89 0 51 D1B 121.65753 198.95 0 52 C1B 60.680443 198.9 0 53 E1B 164.509136 198.86 0 54 A3B 0 195.38 41.80103 55 A4B 0 195.38 62.254133 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 2 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 56 A5B 0 195.32 82.752325 57 A6B 0 195.35 103.234504 58 A7B 0 195.41 123.716878 59 A8B 0 195.36 144.194128 60 A9B 0 195.4 164.654496 61 A10B 0 198.78 185.102345 62 A11B 0 198.85 205.615889 63 A12B 0 195.38 226.102496 64 A13B 0 195.38 246.54383 65 B15B 15.604054 198.83 287.720009 66 C3B 60.680443 197.99 41.80103 67 C4B 60.680443 198.51 62.254133 68 C5B 60.680443 199.25 82.752325 69 C6B 60.680443 199.65 103.234504 70 C7B 60.680443 199.26 123.716878 71 C8B 60.680443 198.83 144.194128 72 C9B 60.680443 198.32 164.654496 73 C10B 60.680443 197.81 185.102345 74 C11B 60.680443 197.48 205.615889 75 C12B 60.680443 198.01 226.102496 76 C13B 60.680443 194.23 246.54383 77 C15B 60.680443 198.83 287.720009 78 D3B 121.65753 198.15 41.80103 79 D4B 121.65753 198.57 62.254133 80 D5B 121.65753 199.24 82.752325 81 D6B 121.65753 199.73 103.234504 82 D7B 121.65753 199.2 123.716878 83 D8B 121.65753 198.91 144.194128 84 D9B 121.65753 198.46 164.654496 85 D10B 121.65753 197.97 185.102345 86 D11B 121.65753 197.48 205.615889 87 F3B 182.46553 195.36 41.80103 88 F4B 182.46553 195.47 62.254133 89 F5B 182.46553 195.44 82.752325 90 F6B 182.46553 195.36 103.234504 91 F7B 182.46553 195.38 123.716878 92 F8B 182.46553 195.9 144.194128 93 F9B 182.46553 195.54 164.654496 94 F10B 182.46553 195.43 185.102345 95 N111 45.680443 205.08 103.234504 96 N112 45.680443 205.08 185.102345 97 N113 45.680443 205.08 41.80103 98 N114 45.680443 205.08 62.254133 99 N115 45.680443 205.08 82.752325 100 N116 45.680443 205.08 123.716878 101 N117 45.680443 205.08 144.194128 102 N118 45.680443 205.08 164.654496 103 N119 45.680443 205.08 205.615889 104 N120 40.680443 205.08 226.102496 105 N121 40.680443 205.08 246.54383 106 N122 91.180443 205.08 103.234504 107 N123 91.180443 205.08 185.102345 108 N124 91.180443 205.08 41.80103 109 N125 91.180443 205.08 62.254133 110 N126 91.180443 205.08 82.752325 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 3 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 111 N127 91.180443 205.08 123.716878 112 N128 91.180443 205.08 144.194128 113 N129 91.180443 205.08 164.654496 114 N130 91.180443 205.08 205.615889 115 N131 80.68 205.08 226.102496 116 N132 80.68 205.08 246.54383 117 N133 136.65753 205.08 62.254133 118 N134 136.65753 205.08 41.80103 119 N135 136.65753 205.08 82.752325 120 N136 136.65753 205.08 103.234504 121 N137 136.65753 205.08 123.716878 122 N138 136.65753 205.08 144.194128 123 N139 136.65753 205.08 164.654496 124 N140 136.65753 205.08 185.102345 125 N141 141.65753 205.08 205.615889 126 N142 30.3 205.08 16.847671 127 N143 91.180443 205.08 16.847671 128 N144 152.05753 205.08 16.847671 129 N145 65.680443 205.08 0 130 N146 116.65753 205.08 0 131 N147 48.680443 205.08 287.720009 132 N148 48.680443 205.08 271.553404 133 N149 93.326276 205.08 -1.000329 134 N150 89.03461 205.08 -1.000329 135 N153 89.03461 205.08 19.848 136 N154 89.03461 205.08 44.801 137 N155 89.03461 205.08 65.254 138 N156 89.03461 205.08 85.752 139 N157 89.03461 205.08 106.235 140 N158 89.03461 205.08 126.717 141 N159 89.03461 205.08 147.194 142 N160 89.03461 205.08 167.654 143 N161 89.03461 205.08 188.102 144 N162 89.03461 205.08 214 145 N165 93.326276 205.08 19.848 146 N166 93.326276 205.08 44.801 147 N167 93.326276 205.08 65.254 148 N168 93.326276 205.08 85.752 149 N169 93.326276 205.08 106.235 150 N170 93.326276 205.08 126.717 151 N171 93.326276 205.08 147.194 152 N172 93.326276 205.08 167.654 153 N173 93.326276 205.08 188.102 154 N174 93.326276 205.08 214 155 N179 86.461693 205.08 106.235 156 N180 86.461693 205.08 126.717 157 N181 82.170026 205.08 -1.000329 158 N182 82.170026 205.08 19.848 159 N183 86.461693 205.08 167.654 160 N184 86.461693 205.08 188.102 161 N185 86.461693 205.08 65.254 162 N186 86.461693 205.08 85.752 163 N187 86.461693 205.08 -1.000329 164 N188 86.461693 205.08 19.848 165 N189 82.170026 205.08 44.801 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 4 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 166 N190 86.461693 205.08 44.801 167 N191 82.170026 205.08 65.254 168 N192 82.170026 205.08 85.752 169 N193 82.170026 205.08 106.235 170 N194 82.170026 205.08 126.717 171 N195 82.170026 205.08 147.194 172 N196 86.461693 205.08 147.194 173 N197 82.170026 205.08 167.654 174 N198 82.170026 205.08 188.102 175 N199 82.170026 205.08 214 176 N200 86.461693 205.08 214 177 N207 100.19086 205.08 106.235 178 N208 100.19086 205.08 126.717 179 N209 95.899193 205.08 -1.000329 180 N210 95.899193 205.08 19.848 181 N211 100.19086 205.08 167.654 182 N212 100.19086 205.08 188.102 183 N213 100.19086 205.08 65.254 184 N214 100.19086 205.08 85.752 185 N215 100.19086 205.08 -1.000329 186 N216 100.19086 205.08 19.848 187 N217 95.899193 205.08 44.801 188 N218 100.19086 205.08 44.801 189 N219 95.899193 205.08 65.254 190 N220 95.899193 205.08 85.752 191 N221 95.899193 205.08 106.235 192 N222 95.899193 205.08 126.717 193 N223 95.899193 205.08 147.194 194 N224 100.19086 205.08 147.194 195 N225 95.899193 205.08 167.654 196 N226 95.899193 205.08 188.102 197 N227 95.899193 205.08 214 198 N228 100.19086 205.08 214 199 N233 75.305443 205.08 188.102 200 N234 75.305443 205.08 19.848 201 N235 75.305443 205.08 126.717 202 N236 75.305443 205.08 44.801 203 N237 79.59711 205.08 208.616 204 N238 79.59711 205.08 188.102 205 N239 79.59711 205.08 147.194 206 N240 79.59711 205.08 249.544 207 N241 79.59711 205.08 -1.000329 208 N242 75.305443 205.08 167.654 209 N243 79.59711 205.08 19.848 210 N244 75.305443 205.08 208.616 211 N245 79.59711 205.08 229.102 212 N246 79.59711 205.08 106.235 213 N247 79.59711 205.08 126.717 214 N248 75.305443 205.08 -1.000329 215 N249 79.59711 205.08 167.654 216 N250 79.59711 205.08 65.254 217 N251 79.59711 205.08 293.092671 218 N252 79.59711 205.08 85.752 219 N253 79.59711 205.08 44.801 220 N254 75.305443 205.08 65.254 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 5 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 221 N255 75.305443 205.08 85.752 222 N256 75.305443 205.08 106.235 223 N257 75.305443 205.08 147.194 224 N258 75.305443 205.08 229.102 225 N259 75.305443 205.08 249.544 226 N260 75.305443 205.08 293.092671 227 N261 72.732526 205.08 293.092671 228 N262 72.732526 205.08 249.544 229 N263 68.44086 205.08 167.654 230 N264 68.44086 205.08 106.235 231 N265 72.732526 205.08 19.848 232 N266 72.732526 205.08 126.717 233 N267 68.44086 205.08 188.102 234 N268 72.732526 205.08 188.102 235 N269 68.44086 205.08 19.848 236 N270 68.44086 205.08 126.717 237 N271 68.44086 205.08 44.801 238 N272 72.732526 205.08 208.616 239 N273 72.732526 205.08 147.194 240 N274 72.732526 205.08 -1.000329 241 N275 68.44086 205.08 208.616 242 N276 72.732526 205.08 229.102 243 N277 72.732526 205.08 106.235 244 N278 68.44086 205.08 -1.000329 245 N279 72.732526 205.08 167.654 246 N280 72.732526 205.08 65.254 247 N281 68.44086 205.08 229.102 248 N282 72.732526 205.08 85.752 249 N283 72.732526 205.08 44.801 250 N284 68.44086 205.08 65.254 251 N285 68.44086 205.08 85.752 252 N286 68.44086 205.08 249.544 253 N287 68.44086 205.08 147.194 254 N288 68.44086 205.08 293.092671 255 N289 65.867943 205.08 249.544 256 N290 65.867943 205.08 -1.000329 257 N291 65.867943 205.08 19.848 258 N292 65.867943 205.08 188.102 259 N293 61.576276 205.08 293.092671 260 N294 61.576276 205.08 19.848 261 N295 65.867943 205.08 65.254 262 N296 65.867943 205.08 126.717 263 N297 65.867943 205.08 106.235 264 N298 61.576276 205.08 229.102 265 N299 61.576276 205.08 106.235 266 N300 61.576276 205.08 44.801 267 N301 65.867943 205.08 147.194 268 N302 65.867943 205.08 293.092671 269 N303 61.576276 205.08 167.654 270 N304 61.576276 205.08 188.102 271 N305 61.576276 205.08 126.717 272 N306 65.867943 205.08 208.616 273 N307 61.576276 205.08 208.616 274 N308 65.867943 205.08 229.102 275 N309 61.576276 205.08 -1.000329 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 6 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 276 N310 65.867943 205.08 167.654 277 N311 65.867943 205.08 85.752 278 N312 65.867943 205.08 44.801 279 N313 61.576276 205.08 65.254 280 N314 61.576276 205.08 85.752 281 N315 61.576276 205.08 249.544 282 N316 61.576276 205.08 147.194 283 N317 54.711693 205.08 147.194 284 N318 54.711693 205.08 126.717 285 N319 54.711693 205.08 44.801 286 N320 54.711693 205.08 229.102 287 N321 59.00336 205.08 293.092671 288 N322 59.00336 205.08 249.544 289 N323 59.00336 205.08 208.616 290 N324 59.00336 205.08 85.752 291 N325 59.00336 205.08 -1.000329 292 N326 54.711693 205.08 249.544 293 N327 59.00336 205.08 19.848 294 N328 59.00336 205.08 188.102 295 N329 54.711693 205.08 293.092671 296 N330 54.711693 205.08 19.848 297 N331 59.00336 205.08 65.254 298 N332 59.00336 205.08 126.717 299 N333 59.00336 205.08 106.235 300 N334 54.711693 205.08 106.235 301 N335 59.00336 205.08 147.194 302 N336 54.711693 205.08 167.654 303 N337 54.711693 205.08 188.102 304 N338 54.711693 205.08 208.616 305 N339 59.00336 205.08 229.102 306 N340 54.711693 205.08 -1.000329 307 N341 59.00336 205.08 167.654 308 N342 59.00336 205.08 44.801 309 N343 54.711693 205.08 65.254 310 N344 54.711693 205.08 85.752 311 N345 47.84711 205.08 65.254 312 N346 47.84711 205.08 293.092671 313 N347 47.84711 205.08 19.848 314 N348 47.84711 205.08 126.717 315 N349 52.138776 205.08 167.654 316 N350 47.84711 205.08 208.616 317 N351 52.138776 205.08 106.235 318 N352 52.138776 205.08 229.102 319 N353 52.138776 205.08 249.544 320 N354 47.84711 205.08 249.544 321 N355 47.84711 205.08 147.194 322 N356 47.84711 205.08 44.801 323 N357 47.84711 205.08 229.102 324 N358 52.138776 205.08 293.092671 325 N359 52.138776 205.08 208.616 326 N360 52.138776 205.08 85.752 327 N361 52.138776 205.08 -1.000329 328 N362 52.138776 205.08 19.848 329 N363 52.138776 205.08 188.102 330 N364 52.138776 205.08 65.254 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 7 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 331 N365 52.138776 205.08 126.717 332 N366 47.84711 205.08 106.235 333 N367 52.138776 205.08 147.194 334 N368 47.84711 205.08 167.654 335 N369 47.84711 205.08 188.102 336 N370 47.84711 205.08 -1.000329 337 N371 52.138776 205.08 44.801 338 N372 47.84711 205.08 85.752 339 N373 40.982526 205.08 167.654 340 N374 45.274193 205.08 208.616 341 N375 45.274193 205.08 147.194 342 N376 40.982526 205.08 147.194 343 N377 40.982526 205.08 44.801 344 N378 40.982526 205.08 249.544 345 N379 40.982526 205.08 19.848 346 N380 40.982526 205.08 65.254 347 N381 40.982526 205.08 293.092671 348 N382 45.274193 205.08 106.235 349 N383 45.274193 205.08 229.102 350 N384 45.274193 205.08 249.544 351 N385 45.274193 205.08 19.848 352 N386 45.274193 205.08 65.254 353 N387 45.274193 205.08 85.752 354 N388 45.274193 205.08 167.654 355 N389 40.982526 205.08 126.717 356 N390 40.982526 205.08 208.616 357 N391 40.982526 205.08 229.102 358 N392 45.274193 205.08 293.092671 359 N393 45.274193 205.08 -1.000329 360 N394 45.274193 205.08 188.102 361 N395 45.274193 205.08 126.717 362 N396 40.982526 205.08 106.235 363 N397 40.982526 205.08 188.102 364 N398 40.982526 205.08 -1.000329 365 N399 45.274193 205.08 44.801 366 N400 40.982526 205.08 85.752 367 N401 38.40961 205.08 44.801 368 N402 34.117943 205.08 19.848 369 N403 34.117943 205.08 293.092671 370 N404 38.40961 205.08 106.235 371 N405 38.40961 205.08 188.102 372 N406 34.117943 205.08 249.544 373 N407 34.117943 205.08 -1.000329 374 N408 34.117943 205.08 106.235 375 N409 38.40961 205.08 208.616 376 N410 38.40961 205.08 229.102 377 N411 34.117943 205.08 188.102 378 N412 38.40961 205.08 147.194 379 N413 38.40961 205.08 126.717 380 N414 34.117943 205.08 85.752 381 N415 34.117943 205.08 147.194 382 N416 34.117943 205.08 167.654 383 N417 38.40961 205.08 167.654 384 N418 38.40961 205.08 65.254 385 N419 34.117943 205.08 44.801 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 8 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 386 N420 34.117943 205.08 65.254 387 N421 38.40961 205.08 249.544 388 N422 38.40961 205.08 19.848 389 N423 38.40961 205.08 85.752 390 N424 34.117943 205.08 126.717 391 N425 34.117943 205.08 208.616 392 N426 34.117943 205.08 229.102 393 N427 38.40961 205.08 293.092671 394 N428 38.40961 205.08 -1.000329 395 N429 27.25336 205.08 249.544 396 N430 27.25336 205.08 229.102 397 N431 27.25336 205.08 147.194 398 N432 27.25336 205.08 167.654 399 N433 27.25336 205.08 293.092671 400 N434 31.545026 205.08 44.801 401 N435 31.545026 205.08 229.102 402 N436 27.25336 205.08 19.848 403 N437 31.545026 205.08 167.654 404 N438 27.25336 205.08 188.102 405 N439 27.25336 205.08 126.717 406 N440 31.545026 205.08 65.254 407 N441 27.25336 205.08 65.254 408 N442 31.545026 205.08 106.235 409 N443 31.545026 205.08 188.102 410 N444 27.25336 205.08 -1.000329 411 N445 27.25336 205.08 106.235 412 N446 31.545026 205.08 208.616 413 N447 31.545026 205.08 147.194 414 N448 31.545026 205.08 126.717 415 N449 27.25336 205.08 85.752 416 N450 27.25336 205.08 44.801 417 N451 31.545026 205.08 249.544 418 N452 31.545026 205.08 19.848 419 N453 31.545026 205.08 293.092671 420 N454 31.545026 205.08 85.752 421 N455 27.25336 205.08 208.616 422 N456 31.545026 205.08 -1.000329 423 N457 20.388776 205.08 147.194 424 N458 20.388776 205.08 44.801 425 N459 24.680443 205.08 106.235 426 N460 24.680443 205.08 249.544 427 N461 20.388776 205.08 106.235 428 N462 20.388776 205.08 249.544 429 N463 24.680443 205.08 44.801 430 N464 20.388776 205.08 167.654 431 N465 20.388776 205.08 85.752 432 N466 24.680443 205.08 208.616 433 N467 24.680443 205.08 126.717 434 N468 24.680443 205.08 19.848 435 N469 24.680443 205.08 85.752 436 N470 20.388776 205.08 229.102 437 N471 20.388776 205.08 293.092671 438 N472 24.680443 205.08 229.102 439 N473 20.388776 205.08 19.848 440 N474 24.680443 205.08 167.654 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 9 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 441 N475 20.388776 205.08 188.102 442 N476 20.388776 205.08 126.717 443 N477 24.680443 205.08 65.254 444 N478 20.388776 205.08 65.254 445 N479 24.680443 205.08 188.102 446 N480 20.388776 205.08 -1.000329 447 N481 24.680443 205.08 147.194 448 N482 24.680443 205.08 293.092671 449 N483 20.388776 205.08 208.616 450 N484 24.680443 205.08 -1.000329 451 N485 17.81586 205.08 -1.000329 452 N486 17.81586 205.08 167.654 453 N487 17.81586 205.08 188.102 454 N488 13.524193 205.08 -1.000329 455 N489 17.81586 205.08 65.254 456 N490 17.81586 205.08 19.848 457 N491 17.81586 205.08 229.102 458 N492 13.524193 205.08 293.092671 459 N493 17.81586 205.08 147.194 460 N494 17.81586 205.08 106.235 461 N495 17.81586 205.08 249.544 462 N496 13.524193 205.08 229.102 463 N497 13.524193 205.08 65.254 464 N498 13.524193 205.08 147.194 465 N499 13.524193 205.08 106.235 466 N500 13.524193 205.08 167.654 467 N501 13.524193 205.08 126.717 468 N502 17.81586 205.08 293.092671 469 N503 13.524193 205.08 44.801 470 N504 13.524193 205.08 249.544 471 N505 17.81586 205.08 44.801 472 N506 13.524193 205.08 85.752 473 N507 17.81586 205.08 208.616 474 N508 17.81586 205.08 126.717 475 N509 17.81586 205.08 85.752 476 N510 13.524193 205.08 19.848 477 N511 13.524193 205.08 188.102 478 N512 13.524193 205.08 208.616 479 N513 6.65961 205.08 15.847671 480 N514 6.65961 205.08 167.654 481 N515 10.951276 205.08 65.254 482 N516 10.951276 205.08 208.616 483 N517 6.65961 205.08 188.102 484 N518 10.951276 205.08 147.194 485 N520 6.65961 205.08 106.235 486 N521 10.951276 205.08 229.102 487 N522 10.951276 205.08 167.654 488 N524 10.951276 205.08 85.752 489 N525 10.951276 205.08 249.544 490 N526 10.951276 205.08 44.801 491 N527 6.65961 205.08 65.254 492 N529 6.65961 205.08 208.616 493 N530 10.951276 205.08 126.717 494 N531 6.65961 205.08 44.801 495 N532 10.951276 205.08 15.847671 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 10 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 496 N533 10.951276 205.08 188.102 497 N534 10.951276 205.08 106.235 498 N535 6.65961 205.08 229.102 499 N536 6.65961 205.08 147.194 500 N537 6.65961 205.08 126.717 501 N538 6.65961 205.08 249.544 502 N539 6.65961 205.08 85.752 503 N540 38.40961 205.08 274.553 504 N541 75.305443 205.08 274.553 505 N542 61.576276 205.08 274.553 506 N543 59.00336 205.08 274.553 507 N544 79.59711 205.08 274.553 508 N545 68.44086 205.08 274.553 509 N546 24.680443 205.08 274.553 510 N547 72.732526 205.08 274.553 511 N548 65.867943 205.08 274.553 512 N549 54.711693 205.08 274.553 513 N550 27.25336 205.08 274.553 514 N551 52.138776 205.08 274.553 515 N552 47.84711 205.08 274.553 516 N553 45.274193 205.08 274.553 517 N554 40.982526 205.08 274.553 518 N555 34.117943 205.08 274.553 519 N556 31.545026 205.08 274.553 520 N557 20.388776 205.08 274.553 521 N558 17.81586 205.08 274.553 522 N559 13.524193 205.08 274.553 523 N560 10.951276 205.08 275.5 524 N561 6.65961 205.08 275.5 525 N562 4.086693 205.08 126.717 526 N563 -0.204974 205.08 106.235 527 N564 4.086693 205.08 147.194 528 N565 4.086693 205.08 65.254 529 N566 -0.204974 205.08 275.5 530 N567 -0.204974 205.08 65.254 531 N568 4.086693 205.08 85.752 532 N569 4.086693 205.08 188.102 533 N570 -0.204974 205.08 188.102 534 N571 -0.204974 205.08 167.654 535 N572 4.086693 205.08 208.616 536 N573 4.086693 205.08 229.102 537 N574 4.086693 205.08 167.654 538 N575 4.086693 205.08 249.544 539 N576 4.086693 205.08 44.801 540 N577 -0.204974 205.08 208.616 541 N578 -0.204974 205.08 44.801 542 N579 4.086693 205.08 106.235 543 N580 -0.204974 205.08 229.102 544 N581 -0.204974 205.08 147.194 545 N582 -0.204974 205.08 126.717 546 N583 -0.204974 205.08 249.544 547 N584 -0.204974 205.08 85.752 548 N585 -0.204974 205.08 15.847671 549 N586 4.086693 205.08 15.847671 550 N587 4.086693 205.08 275.5 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 11 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 551 N588 -0.25 205.08 103.234504 552 N589 -0.25 205.08 82.752325 553 N590 -0.25 205.08 16.847671 554 N591 -0.25 205.08 123.716878 555 N592 -0.25 205.08 41.80103 556 N593 -0.25 205.08 164.654496 557 N594 -0.25 205.08 271.553404 558 N595 -0.25 205.08 62.254133 559 N596 -0.25 205.08 144.194128 560 N597 -0.25 205.08 185.102345 561 N598 -0.25 205.08 205.615889 562 N599 -0.25 205.08 226.102496 563 N600 -0.25 205.08 246.54383 564 N602 102.763776 205.08 214 565 N603 107.055443 205.08 147.194 566 N604 102.763776 205.08 -1.000329 567 N605 107.055443 205.08 214 568 N606 102.763776 205.08 167.654 569 N607 107.055443 205.08 44.801 570 N608 102.763776 205.08 85.752 571 N611 107.055443 205.08 106.235 572 N612 102.763776 205.08 106.235 573 N613 107.055443 205.08 65.254 574 N614 107.055443 205.08 126.717 575 N615 102.763776 205.08 19.848 576 N616 107.055443 205.08 167.654 577 N617 107.055443 205.08 188.102 578 N618 107.055443 205.08 85.752 579 N619 107.055443 205.08 -1.000329 580 N620 107.055443 205.08 19.848 581 N621 102.763776 205.08 44.801 582 N622 102.763776 205.08 65.254 583 N623 102.763776 205.08 126.717 584 N624 102.763776 205.08 147.194 585 N625 102.763776 205.08 188.102 586 N630 109.62836 205.08 44.801 587 N631 109.62836 205.08 106.235 588 N632 109.62836 205.08 167.654 589 N633 109.62836 205.08 188.102 590 N634 113.920026 205.08 214 591 N635 109.62836 205.08 85.752 592 N636 113.920026 205.08 85.752 593 N637 113.920026 205.08 147.194 594 N638 109.62836 205.08 147.194 595 N639 113.920026 205.08 44.801 596 N640 113.920026 205.08 106.235 597 N641 109.62836 205.08 214 598 N642 109.62836 205.08 -1.000329 599 N645 113.920026 205.08 65.254 600 N646 113.920026 205.08 126.717 601 N648 109.62836 205.08 19.848 602 N649 113.920026 205.08 167.654 603 N650 113.920026 205.08 188.102 604 N651 113.920026 205.08 -1.000329 605 N652 113.920026 205.08 19.848 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 12 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 606 N653 109.62836 205.08 65.254 607 N654 109.62836 205.08 126.717 608 N657 116.492943 205.08 85.752 609 N658 120.78461 205.08 188.102 610 N659 116.492943 205.08 214 611 N660 116.492943 205.08 126.717 612 N661 120.78461 205.08 19.848 613 N662 116.492943 205.08 147.194 614 N665 116.492943 205.08 65.254 615 N666 116.492943 205.08 19.848 616 N667 120.78461 205.08 44.801 617 N668 120.78461 205.08 126.717 618 N669 116.492943 205.08 44.801 619 N671 116.492943 205.08 188.102 620 N672 116.492943 205.08 106.235 621 N673 116.492943 205.08 167.654 622 N674 120.78461 205.08 214 623 N675 120.78461 205.08 85.752 624 N676 120.78461 205.08 147.194 625 N677 120.78461 205.08 106.235 626 N678 116.492943 205.08 -1.000329 627 N681 120.78461 205.08 65.254 628 N682 120.78461 205.08 167.654 629 N683 120.78461 205.08 -1.000329 630 N685 123.357526 205.08 106.235 631 N686 123.357526 205.08 19.848 632 N687 123.357526 205.08 126.717 633 N688 127.649193 205.08 188.102 634 N689 123.357526 205.08 167.654 635 N691 123.522113 205.08 0 636 N693 123.357526 205.08 85.752 637 N694 127.649193 205.08 85.752 638 N695 127.649193 205.08 126.717 639 N696 127.649193 205.08 -1.000329 640 N697 127.649193 205.08 106.235 641 N698 123.357526 205.08 214 642 N699 127.649193 205.08 19.848 643 N700 123.357526 205.08 147.194 644 N702 123.357526 205.08 65.254 645 N703 127.649193 205.08 44.801 646 N704 123.357526 205.08 44.801 647 N705 123.357526 205.08 188.102 648 N706 127.649193 205.08 214 649 N707 127.649193 205.08 147.194 650 N708 123.357526 205.08 -1.000329 651 N711 127.649193 205.08 65.254 652 N712 127.649193 205.08 167.654 653 N714 130.22211 205.08 44.801 654 N716 130.22211 205.08 214 655 N717 130.22211 205.08 147.194 656 N718 130.22211 205.08 167.654 657 N719 134.513776 205.08 85.752 658 N720 130.22211 205.08 65.254 659 N721 134.513776 205.08 44.801 660 N722 130.22211 205.08 126.717 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 13 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 661 N723 134.513776 205.08 147.194 662 N725 130.22211 205.08 -1.000329 663 N726 130.22211 205.08 188.102 664 N727 134.513776 205.08 65.254 665 N728 130.22211 205.08 106.235 666 N729 130.22211 205.08 19.848 667 N730 134.513776 205.08 188.102 668 N732 130.386696 205.08 0 669 N733 130.22211 205.08 85.752 670 N734 134.513776 205.08 126.717 671 N735 134.513776 205.08 -1.000329 672 N736 134.513776 205.08 106.235 673 N737 134.513776 205.08 19.848 674 N739 134.513776 205.08 214 675 N741 134.513776 205.08 167.654 676 N743 137.086693 205.08 85.752 677 N744 137.086693 205.08 44.801 678 N746 141.37836 205.08 -1.000329 679 N748 137.086693 205.08 167.654 680 N750 141.37836 205.08 19.848 681 N751 137.086693 205.08 -1.000329 682 N752 137.086693 205.08 65.254 683 N753 137.086693 205.08 214 684 N754 137.086693 205.08 188.102 685 N755 141.37836 205.08 126.717 686 N757 137.086693 205.08 147.194 687 N758 141.37836 205.08 85.752 688 N759 141.37836 205.08 44.801 689 N760 137.086693 205.08 126.717 690 N761 141.37836 205.08 147.194 691 N762 141.37836 205.08 65.254 692 N763 137.086693 205.08 106.235 693 N764 137.086693 205.08 19.848 694 N765 141.37836 205.08 188.102 695 N767 141.37836 205.08 106.235 696 N768 141.37836 205.08 214 697 N769 141.37836 205.08 167.654 698 N756 148.242943 205.08 44.801 699 N770 148.242943 205.08 193.6 700 N772 143.951276 205.08 19.848 701 N773 143.951276 205.08 193.6 702 N774 143.951276 205.08 106.235 703 N775 143.951276 205.08 85.752 704 N776 143.951276 205.08 44.801 705 N777 148.242943 205.08 -1.000329 706 N778 143.951276 205.08 167.654 707 N779 148.242943 205.08 19.848 708 N780 143.951276 205.08 -1.000329 709 N781 143.951276 205.08 65.254 710 N782 143.951276 205.08 126.717 711 N784 148.242943 205.08 106.235 712 N785 148.242943 205.08 126.717 713 N786 143.951276 205.08 147.194 714 N787 148.242943 205.08 85.752 715 N788 148.242943 205.08 147.194 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 14 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 716 N789 148.242943 205.08 65.254 717 N790 148.242943 205.08 167.654 718 N793 155.107526 205.08 147.194 719 N794 155.107526 205.08 -1.000329 720 N795 155.107526 205.08 19.848 721 N796 155.107526 205.08 44.801 722 N797 150.81586 205.08 126.717 723 N799 150.81586 205.08 44.801 724 N800 155.107526 205.08 167.654 725 N802 155.107526 205.08 193.6 726 N803 150.81586 205.08 19.848 727 N804 150.81586 205.08 193.6 728 N805 150.81586 205.08 106.235 729 N806 150.81586 205.08 85.752 730 N807 150.81586 205.08 167.654 731 N808 150.81586 205.08 -1.000329 732 N809 150.81586 205.08 65.254 733 N811 155.107526 205.08 106.235 734 N812 155.107526 205.08 126.717 735 N813 150.81586 205.08 147.194 736 N814 155.107526 205.08 85.752 737 N815 155.107526 205.08 65.254 738 N810 157.680443 205.08 85.752 739 N817 157.680443 205.08 106.235 740 N818 161.97211 205.08 147.194 741 N819 157.680443 205.08 167.654 742 N820 161.97211 205.08 193.6 743 N821 157.680443 205.08 126.717 744 N823 157.680443 205.08 19.848 745 N824 161.97211 205.08 167.654 746 N825 157.680443 205.08 -1.000329 747 N826 157.680443 205.08 44.801 748 N827 161.97211 205.08 -1.000329 749 N828 161.97211 205.08 19.848 750 N829 161.97211 205.08 44.801 751 N830 157.680443 205.08 193.6 752 N831 157.680443 205.08 65.254 753 N832 161.97211 205.08 106.235 754 N833 161.97211 205.08 126.717 755 N834 157.680443 205.08 147.194 756 N835 161.97211 205.08 85.752 757 N836 161.97211 205.08 65.254 758 N838 168.836693 205.08 65.254 759 N839 168.836693 205.08 85.752 760 N840 168.836693 205.08 19.848 761 N841 164.545026 205.08 106.235 762 N842 168.836693 205.08 126.717 763 N843 168.836693 205.08 -1.000329 764 N845 164.545026 205.08 147.194 765 N846 168.836693 205.08 147.194 766 N847 168.836693 205.08 106.235 767 N848 164.545026 205.08 167.654 768 N849 164.545026 205.08 193.6 769 N850 164.545026 205.08 85.752 770 N851 168.836693 205.08 193.6 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 15 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 771 N852 164.545026 205.08 126.717 772 N853 164.545026 205.08 19.848 773 N854 168.836693 205.08 167.654 774 N855 164.545026 205.08 -1.000329 775 N856 164.545026 205.08 44.801 776 N857 168.836693 205.08 44.801 777 N859 164.545026 205.08 65.254 778 N860 175.701276 205.08 65.254 779 N861 171.40961 205.08 147.194 780 N862 171.40961 205.08 126.717 781 N863 175.701276 205.08 147.194 782 N864 171.40961 205.08 65.254 783 N865 175.701276 205.08 15.848 784 N866 175.701276 205.08 106.235 785 N867 171.40961 205.08 167.654 786 N868 175.701276 205.08 167.654 787 N869 175.701276 205.08 85.752 788 N870 175.701276 205.08 193.6 789 N872 171.40961 205.08 106.235 790 N873 175.701276 205.08 126.717 791 N875 171.40961 205.08 85.752 792 N878 171.40961 205.08 15.848 793 N879 171.40961 205.08 44.801 794 N880 175.701276 205.08 44.801 795 N881 171.40961 205.08 193.6 796 N874 182.56586 205.08 147.194 797 N882 182.56586 205.08 44.801 798 N883 178.274193 205.08 147.194 799 N884 178.274193 205.08 44.801 800 N885 178.274193 205.08 15.848 801 N886 182.56586 205.08 85.752 802 N887 182.56586 205.08 186.8 803 N888 178.274193 205.08 106.235 804 N889 182.56586 205.08 65.254 805 N890 178.274193 205.08 126.717 806 N891 178.274193 205.08 65.254 807 N892 182.56586 205.08 15.848 808 N893 182.56586 205.08 106.235 809 N894 178.274193 205.08 167.654 810 N895 182.56586 205.08 167.654 811 N897 182.56586 205.08 126.717 812 N898 178.274193 205.08 85.752 813 N899 178.274193 205.08 186.8 814 N900 13.477467 205.08 0 815 N901 169.009136 205.08 0 816 N896 182.71553 205.08 185.102345 817 N902 182.71553 205.08 144.194128 818 N903 182.71553 205.08 41.80103 819 N904 182.71553 205.08 164.654496 820 N905 182.71553 205.08 62.254133 821 N906 182.715245 205.08 16.847671 822 N907 182.71553 205.08 82.752325 823 N908 182.71553 205.08 103.234504 824 N909 182.71553 205.08 123.716878 825 N837 38.40961 205.08 41.80103 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 16 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 826 N844 34.117943 205.08 41.80103 827 N858 31.545026 205.08 41.80103 828 N871 27.25336 205.08 41.80103 829 N876 24.680443 205.08 41.80103 830 N877 20.388776 205.08 41.80103 831 N910 17.81586 205.08 41.80103 832 N911 13.524193 205.08 41.80103 833 N912 6.65961 205.08 41.80103 834 N913 10.951276 205.08 41.80103 835 N914 -0.204974 205.08 41.80103 836 N915 4.086693 205.08 41.80103 837 N916 89.03461 205.08 41.80103 838 N917 82.170026 205.08 41.80103 839 N918 86.461693 205.08 41.80103 840 N919 75.305443 205.08 41.80103 841 N920 79.59711 205.08 41.80103 842 N921 68.44086 205.08 41.80103 843 N922 72.732526 205.08 41.80103 844 N923 65.867943 205.08 41.80103 845 N924 61.576276 205.08 41.80103 846 N925 54.711693 205.08 41.80103 847 N926 59.00336 205.08 41.80103 848 N927 47.84711 205.08 41.80103 849 N928 52.138776 205.08 41.80103 850 N929 45.274193 205.08 41.80103 851 N930 40.982526 205.08 41.80103 852 N931 93.326276 205.08 41.80103 853 N932 95.899193 205.08 41.80103 854 N933 100.19086 205.08 41.80103 855 N934 102.763776 205.08 41.80103 856 N935 107.055443 205.08 41.80103 857 N936 109.62836 205.08 41.80103 858 N937 113.920026 205.08 41.80103 859 N938 116.492943 205.08 41.80103 860 N939 120.78461 205.08 41.80103 861 N940 123.357526 205.08 41.80103 862 N941 127.649193 205.08 41.80103 863 N942 130.22211 205.08 41.80103 864 N943 134.513776 205.08 41.80103 865 N944 137.086693 205.08 41.80103 866 N945 141.37836 205.08 41.80103 867 N946 143.951276 205.08 41.80103 868 N947 148.242943 205.08 41.80103 869 N948 155.107526 205.08 41.80103 870 N949 150.81586 205.08 41.80103 871 N950 161.97211 205.08 41.80103 872 N951 157.680443 205.08 41.80103 873 N952 168.836693 205.08 41.80103 874 N953 164.545026 205.08 41.80103 875 N954 171.40961 205.08 41.80103 876 N955 175.701276 205.08 41.80103 877 N956 178.274193 205.08 41.80103 878 N957 182.56586 205.08 41.80103 879 N958 34.117943 205.08 62.254133 880 N959 38.40961 205.08 62.254133 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 17 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 881 N960 31.545026 205.08 62.254133 882 N961 27.25336 205.08 62.254133 883 N962 24.680443 205.08 62.254133 884 N963 20.388776 205.08 62.254133 885 N964 17.81586 205.08 62.254133 886 N965 13.524193 205.08 62.254133 887 N966 10.951276 205.08 62.254133 888 N967 6.65961 205.08 62.254133 889 N968 4.086693 205.08 62.254133 890 N969 -0.204974 205.08 62.254133 891 N970 89.03461 205.08 62.254133 892 N971 82.170026 205.08 62.254133 893 N972 86.461693 205.08 62.254133 894 N973 75.305443 205.08 62.254133 895 N974 79.59711 205.08 62.254133 896 N975 68.44086 205.08 62.254133 897 N976 72.732526 205.08 62.254133 898 N977 61.576276 205.08 62.254133 899 N978 65.867943 205.08 62.254133 900 N979 54.711693 205.08 62.254133 901 N980 59.00336 205.08 62.254133 902 N981 47.84711 205.08 62.254133 903 N982 52.138776 205.08 62.254133 904 N983 45.274193 205.08 62.254133 905 N984 40.982526 205.08 62.254133 906 N985 93.326276 205.08 62.254133 907 N986 95.899193 205.08 62.254133 908 N987 100.19086 205.08 62.254133 909 N988 107.055443 205.08 62.254133 910 N989 102.763776 205.08 62.254133 911 N990 113.920026 205.08 62.254133 912 N991 109.62836 205.08 62.254133 913 N992 120.78461 205.08 62.254133 914 N993 116.492943 205.08 62.254133 915 N994 127.649193 205.08 62.254133 916 N995 123.357526 205.08 62.254133 917 N996 134.513776 205.08 62.254133 918 N997 130.22211 205.08 62.254133 919 N998 141.37836 205.08 62.254133 920 N999 137.086693 205.08 62.254133 921 N1000 148.242943 205.08 62.254133 922 N1001 143.951276 205.08 62.254133 923 N1002 150.81586 205.08 62.254133 924 N1003 155.107526 205.08 62.254133 925 N1004 161.97211 205.08 62.254133 926 N1005 157.680443 205.08 62.254133 927 N1006 168.836693 205.08 62.254133 928 N1007 164.545026 205.08 62.254133 929 N1008 175.701276 205.08 62.254133 930 N1009 171.40961 205.08 62.254133 931 N1010 182.56586 205.08 62.254133 932 N1011 178.274193 205.08 62.254133 933 N1012 38.40961 205.08 82.752325 934 N1013 34.117943 205.08 82.752325 935 N1014 31.545026 205.08 82.752325 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 18 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 936 N1015 27.25336 205.08 82.752325 937 N1016 24.680443 205.08 82.752325 938 N1017 20.388776 205.08 82.752325 939 N1018 17.81586 205.08 82.752325 940 N1019 13.524193 205.08 82.752325 941 N1020 10.951276 205.08 82.752325 942 N1021 6.65961 205.08 82.752325 943 N1022 4.086693 205.08 82.752325 944 N1023 -0.204974 205.08 82.752325 945 N1024 89.03461 205.08 82.752325 946 N1025 86.461693 205.08 82.752325 947 N1026 82.170026 205.08 82.752325 948 N1027 79.59711 205.08 82.752325 949 N1028 75.305443 205.08 82.752325 950 N1029 72.732526 205.08 82.752325 951 N1030 68.44086 205.08 82.752325 952 N1031 61.576276 205.08 82.752325 953 N1032 65.867943 205.08 82.752325 954 N1033 54.711693 205.08 82.752325 955 N1034 59.00336 205.08 82.752325 956 N1035 47.84711 205.08 82.752325 957 N1036 52.138776 205.08 82.752325 958 N1037 40.982526 205.08 82.752325 959 N1038 45.274193 205.08 82.752325 960 N1039 93.326276 205.08 82.752325 961 N1040 100.19086 205.08 82.752325 962 N1041 95.899193 205.08 82.752325 963 N1042 107.055443 205.08 82.752325 964 N1043 102.763776 205.08 82.752325 965 N1044 109.62836 205.08 82.752325 966 N1045 113.920026 205.08 82.752325 967 N1046 116.492943 205.08 82.752325 968 N1047 120.78461 205.08 82.752325 969 N1048 123.357526 205.08 82.752325 970 N1049 127.649193 205.08 82.752325 971 N1050 134.513776 205.08 82.752325 972 N1051 130.22211 205.08 82.752325 973 N1052 141.37836 205.08 82.752325 974 N1053 137.086693 205.08 82.752325 975 N1054 143.951276 205.08 82.752325 976 N1055 148.242943 205.08 82.752325 977 N1056 150.81586 205.08 82.752325 978 N1057 155.107526 205.08 82.752325 979 N1058 157.680443 205.08 82.752325 980 N1059 161.97211 205.08 82.752325 981 N1060 168.836693 205.08 82.752325 982 N1061 164.545026 205.08 82.752325 983 N1062 175.701276 205.08 82.752325 984 N1063 171.40961 205.08 82.752325 985 N1064 178.274193 205.08 82.752325 986 N1065 182.56586 205.08 82.752325 987 N1066 38.40961 205.08 103.234504 988 N1067 34.117943 205.08 103.234504 989 N1068 27.25336 205.08 103.234504 990 N1069 31.545026 205.08 103.234504 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 19 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 991 N1070 20.388776 205.08 103.234504 992 N1071 24.680443 205.08 103.234504 993 N1072 13.524193 205.08 103.234504 994 N1073 17.81586 205.08 103.234504 995 N1074 10.951276 205.08 103.234504 996 N1075 6.65961 205.08 103.234504 997 N1076 -0.204974 205.08 103.234504 998 N1077 4.086693 205.08 103.234504 999 N1078 89.03461 205.08 103.234504 1000 N1079 82.170026 205.08 103.234504 1001 N1080 86.461693 205.08 103.234504 1002 N1081 75.305443 205.08 103.234504 1003 N1082 79.59711 205.08 103.234504 1004 N1083 72.732526 205.08 103.234504 1005 N1084 68.44086 205.08 103.234504 1006 N1085 65.867943 205.08 103.234504 1007 N1086 61.576276 205.08 103.234504 1008 N1087 54.711693 205.08 103.234504 1009 N1088 59.00336 205.08 103.234504 1010 N1089 47.84711 205.08 103.234504 1011 N1090 52.138776 205.08 103.234504 1012 N1091 45.274193 205.08 103.234504 1013 N1092 40.982526 205.08 103.234504 1014 N1093 93.326276 205.08 103.234504 1015 N1094 95.899193 205.08 103.234504 1016 N1095 100.19086 205.08 103.234504 1017 N1096 102.763776 205.08 103.234504 1018 N1097 107.055443 205.08 103.234504 1019 N1098 113.920026 205.08 103.234504 1020 N1099 109.62836 205.08 103.234504 1021 N1100 120.78461 205.08 103.234504 1022 N1101 116.492943 205.08 103.234504 1023 N1102 123.357526 205.08 103.234504 1024 N1103 127.649193 205.08 103.234504 1025 N1104 130.22211 205.08 103.234504 1026 N1105 134.513776 205.08 103.234504 1027 N1106 137.086693 205.08 103.234504 1028 N1107 141.37836 205.08 103.234504 1029 N1108 148.242943 205.08 103.234504 1030 N1109 143.951276 205.08 103.234504 1031 N1110 150.81586 205.08 103.234504 1032 N1111 155.107526 205.08 103.234504 1033 N1112 157.680443 205.08 103.234504 1034 N1113 161.97211 205.08 103.234504 1035 N1114 168.836693 205.08 103.234504 1036 N1115 164.545026 205.08 103.234504 1037 N1116 171.40961 205.08 103.234504 1038 N1117 175.701276 205.08 103.234504 1039 N1118 178.274193 205.08 103.234504 1040 N1119 182.56586 205.08 103.234504 1041 N1120 34.117943 205.08 123.716878 1042 N1121 38.40961 205.08 123.716878 1043 N1122 31.545026 205.08 123.716878 1044 N1123 27.25336 205.08 123.716878 1045 N1124 24.680443 205.08 123.716878 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 20 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1046 N1125 20.388776 205.08 123.716878 1047 N1126 17.81586 205.08 123.716878 1048 N1127 13.524193 205.08 123.716878 1049 N1128 10.951276 205.08 123.716878 1050 N1129 6.65961 205.08 123.716878 1051 N1130 -0.204974 205.08 123.716878 1052 N1131 4.086693 205.08 123.716878 1053 N1132 89.03461 205.08 123.716878 1054 N1133 86.461693 205.08 123.716878 1055 N1134 82.170026 205.08 123.716878 1056 N1135 79.59711 205.08 123.716878 1057 N1136 75.305443 205.08 123.716878 1058 N1137 72.732526 205.08 123.716878 1059 N1138 68.44086 205.08 123.716878 1060 N1139 65.867943 205.08 123.716878 1061 N1140 61.576276 205.08 123.716878 1062 N1141 54.711693 205.08 123.716878 1063 N1142 59.00336 205.08 123.716878 1064 N1143 47.84711 205.08 123.716878 1065 N1144 52.138776 205.08 123.716878 1066 N1145 45.274193 205.08 123.716878 1067 N1146 40.982526 205.08 123.716878 1068 N1147 93.326276 205.08 123.716878 1069 N1148 100.19086 205.08 123.716878 1070 N1149 95.899193 205.08 123.716878 1071 N1150 107.055443 205.08 123.716878 1072 N1151 102.763776 205.08 123.716878 1073 N1152 109.62836 205.08 123.716878 1074 N1153 113.920026 205.08 123.716878 1075 N1154 116.492943 205.08 123.716878 1076 N1155 120.78461 205.08 123.716878 1077 N1156 123.357526 205.08 123.716878 1078 N1157 127.649193 205.08 123.716878 1079 N1158 130.22211 205.08 123.716878 1080 N1159 134.513776 205.08 123.716878 1081 N1160 137.086693 205.08 123.716878 1082 N1161 141.37836 205.08 123.716878 1083 N1162 143.951276 205.08 123.716878 1084 N1163 148.242943 205.08 123.716878 1085 N1164 150.81586 205.08 123.716878 1086 N1165 155.107526 205.08 123.716878 1087 N1166 161.97211 205.08 123.716878 1088 N1167 157.680443 205.08 123.716878 1089 N1168 168.836693 205.08 123.716878 1090 N1169 164.545026 205.08 123.716878 1091 N1170 175.701276 205.08 123.716878 1092 N1171 171.40961 205.08 123.716878 1093 N1172 182.56586 205.08 123.716878 1094 N1173 178.274193 205.08 123.716878 1095 N1174 34.117943 205.08 144.194128 1096 N1175 38.40961 205.08 144.194128 1097 N1176 27.25336 205.08 144.194128 1098 N1177 31.545026 205.08 144.194128 1099 N1178 24.680443 205.08 144.194128 1100 N1179 20.388776 205.08 144.194128 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 21 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1101 N1180 17.81586 205.08 144.194128 1102 N1181 13.524193 205.08 144.194128 1103 N1182 10.951276 205.08 144.194128 1104 N1183 6.65961 205.08 144.194128 1105 N1184 -0.204974 205.08 144.194128 1106 N1185 4.086693 205.08 144.194128 1107 N1186 89.03461 205.08 144.194128 1108 N1187 82.170026 205.08 144.194128 1109 N1188 86.461693 205.08 144.194128 1110 N1189 79.59711 205.08 144.194128 1111 N1190 75.305443 205.08 144.194128 1112 N1191 72.732526 205.08 144.194128 1113 N1192 68.44086 205.08 144.194128 1114 N1193 65.867943 205.08 144.194128 1115 N1194 61.576276 205.08 144.194128 1116 N1195 59.00336 205.08 144.194128 1117 N1196 54.711693 205.08 144.194128 1118 N1197 52.138776 205.08 144.194128 1119 N1198 47.84711 205.08 144.194128 1120 N1199 40.982526 205.08 144.194128 1121 N1200 45.274193 205.08 144.194128 1122 N1201 93.326276 205.08 144.194128 1123 N1202 95.899193 205.08 144.194128 1124 N1203 100.19086 205.08 144.194128 1125 N1204 102.763776 205.08 144.194128 1126 N1205 107.055443 205.08 144.194128 1127 N1206 113.920026 205.08 144.194128 1128 N1207 109.62836 205.08 144.194128 1129 N1208 120.78461 205.08 144.194128 1130 N1209 116.492943 205.08 144.194128 1131 N1210 123.357526 205.08 144.194128 1132 N1211 127.649193 205.08 144.194128 1133 N1212 130.22211 205.08 144.194128 1134 N1213 134.513776 205.08 144.194128 1135 N1214 137.086693 205.08 144.194128 1136 N1215 141.37836 205.08 144.194128 1137 N1216 143.951276 205.08 144.194128 1138 N1217 148.242943 205.08 144.194128 1139 N1218 150.81586 205.08 144.194128 1140 N1219 155.107526 205.08 144.194128 1141 N1220 161.97211 205.08 144.194128 1142 N1221 157.680443 205.08 144.194128 1143 N1222 168.836693 205.08 144.194128 1144 N1223 164.545026 205.08 144.194128 1145 N1224 171.40961 205.08 144.194128 1146 N1225 175.701276 205.08 144.194128 1147 N1226 182.56586 205.08 144.194128 1148 N1227 178.274193 205.08 144.194128 1149 N1228 34.117943 205.08 164.654496 1150 N1229 38.40961 205.08 164.654496 1151 N1230 27.25336 205.08 164.654496 1152 N1231 31.545026 205.08 164.654496 1153 N1232 24.680443 205.08 164.654496 1154 N1233 20.388776 205.08 164.654496 1155 N1234 13.524193 205.08 164.654496 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 22 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1156 N1235 17.81586 205.08 164.654496 1157 N1236 6.65961 205.08 164.654496 1158 N1237 10.951276 205.08 164.654496 1159 N1238 -0.204974 205.08 164.654496 1160 N1239 4.086693 205.08 164.654496 1161 N1240 89.03461 205.08 164.654496 1162 N1241 82.170026 205.08 164.654496 1163 N1242 86.461693 205.08 164.654496 1164 N1243 75.305443 205.08 164.654496 1165 N1244 79.59711 205.08 164.654496 1166 N1245 68.44086 205.08 164.654496 1167 N1246 72.732526 205.08 164.654496 1168 N1247 61.576276 205.08 164.654496 1169 N1248 65.867943 205.08 164.654496 1170 N1249 54.711693 205.08 164.654496 1171 N1250 59.00336 205.08 164.654496 1172 N1251 47.84711 205.08 164.654496 1173 N1252 52.138776 205.08 164.654496 1174 N1253 40.982526 205.08 164.654496 1175 N1254 45.274193 205.08 164.654496 1176 N1255 93.326276 205.08 164.654496 1177 N1256 95.899193 205.08 164.654496 1178 N1257 100.19086 205.08 164.654496 1179 N1258 102.763776 205.08 164.654496 1180 N1259 107.055443 205.08 164.654496 1181 N1260 109.62836 205.08 164.654496 1182 N1261 113.920026 205.08 164.654496 1183 N1262 116.492943 205.08 164.654496 1184 N1263 120.78461 205.08 164.654496 1185 N1264 127.649193 205.08 164.654496 1186 N1265 123.357526 205.08 164.654496 1187 N1266 134.513776 205.08 164.654496 1188 N1267 130.22211 205.08 164.654496 1189 N1268 141.37836 205.08 164.654496 1190 N1269 137.086693 205.08 164.654496 1191 N1270 148.242943 205.08 164.654496 1192 N1271 143.951276 205.08 164.654496 1193 N1272 155.107526 205.08 164.654496 1194 N1273 150.81586 205.08 164.654496 1195 N1274 157.680443 205.08 164.654496 1196 N1275 161.97211 205.08 164.654496 1197 N1276 168.836693 205.08 164.654496 1198 N1277 164.545026 205.08 164.654496 1199 N1278 175.701276 205.08 164.654496 1200 N1279 171.40961 205.08 164.654496 1201 N1280 182.56586 205.08 164.654496 1202 N1281 178.274193 205.08 164.654496 1203 N1282 34.117943 205.08 185.102345 1204 N1283 38.40961 205.08 185.102345 1205 N1284 27.25336 205.08 185.102345 1206 N1285 31.545026 205.08 185.102345 1207 N1286 20.388776 205.08 185.102345 1208 N1287 24.680443 205.08 185.102345 1209 N1288 17.81586 205.08 185.102345 1210 N1289 13.524193 205.08 185.102345 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 23 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1211 N1290 6.65961 205.08 185.102345 1212 N1291 10.951276 205.08 185.102345 1213 N1292 -0.204974 205.08 185.102345 1214 N1293 4.086693 205.08 185.102345 1215 N1294 89.03461 205.08 185.102345 1216 N1295 86.461693 205.08 185.102345 1217 N1296 82.170026 205.08 185.102345 1218 N1297 79.59711 205.08 185.102345 1219 N1298 75.305443 205.08 185.102345 1220 N1299 72.732526 205.08 185.102345 1221 N1300 68.44086 205.08 185.102345 1222 N1301 65.867943 205.08 185.102345 1223 N1302 61.576276 205.08 185.102345 1224 N1303 59.00336 205.08 185.102345 1225 N1304 54.711693 205.08 185.102345 1226 N1305 52.138776 205.08 185.102345 1227 N1306 47.84711 205.08 185.102345 1228 N1307 40.982526 205.08 185.102345 1229 N1308 45.274193 205.08 185.102345 1230 N1309 93.326276 205.08 185.102345 1231 N1310 100.19086 205.08 185.102345 1232 N1311 95.899193 205.08 185.102345 1233 N1312 102.763776 205.08 185.102345 1234 N1313 107.055443 205.08 185.102345 1235 N1314 109.62836 205.08 185.102345 1236 N1315 113.920026 205.08 185.102345 1237 N1316 116.492943 205.08 185.102345 1238 N1317 120.78461 205.08 185.102345 1239 N1318 127.649193 205.08 185.102345 1240 N1319 123.357526 205.08 185.102345 1241 N1320 130.22211 205.08 185.102345 1242 N1321 134.513776 205.08 185.102345 1243 N1322 137.086693 205.08 185.102345 1244 N1323 141.37836 205.08 185.102345 1245 N1324 148.242943 205.08 185.102345 1246 N1325 143.951276 205.08 185.102345 1247 N1326 155.107526 205.08 185.102345 1248 N1327 150.81586 205.08 185.102345 1249 N1328 157.680443 205.08 185.102345 1250 N1329 161.97211 205.08 185.102345 1251 N1330 168.836693 205.08 185.102345 1252 N1331 164.545026 205.08 185.102345 1253 N1332 171.40961 205.08 185.102345 1254 N1333 175.701276 205.08 185.102345 1255 N1334 182.56586 205.08 185.102345 1256 N1335 178.274193 205.08 185.102345 1257 N1336 38.40961 205.08 205.615889 1258 N1337 34.117943 205.08 205.615889 1259 N1338 31.545026 205.08 205.615889 1260 N1339 27.25336 205.08 205.615889 1261 N1340 24.680443 205.08 205.615889 1262 N1341 20.388776 205.08 205.615889 1263 N1342 17.81586 205.08 205.615889 1264 N1343 13.524193 205.08 205.615889 1265 N1344 6.65961 205.08 205.615889 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 24 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1266 N1345 10.951276 205.08 205.615889 1267 N1346 4.086693 205.08 205.615889 1268 N1347 -0.204974 205.08 205.615889 1269 N1348 89.03461 205.08 205.615889 1270 N1349 82.170026 205.08 205.615889 1271 N1350 86.461693 205.08 205.615889 1272 N1351 75.305443 205.08 205.615889 1273 N1352 79.59711 205.08 205.615889 1274 N1353 72.732526 205.08 205.615889 1275 N1354 68.44086 205.08 205.615889 1276 N1355 65.867943 205.08 205.615889 1277 N1356 61.576276 205.08 205.615889 1278 N1357 54.711693 205.08 205.615889 1279 N1358 59.00336 205.08 205.615889 1280 N1359 47.84711 205.08 205.615889 1281 N1360 52.138776 205.08 205.615889 1282 N1361 40.982526 205.08 205.615889 1283 N1362 45.274193 205.08 205.615889 1284 N1363 93.326276 205.08 205.615889 1285 N1364 95.899193 205.08 205.615889 1286 N1365 100.19086 205.08 205.615889 1287 N1366 102.763776 205.08 205.615889 1288 N1367 107.055443 205.08 205.615889 1289 N1368 109.62836 205.08 205.615889 1290 N1369 113.920026 205.08 205.615889 1291 N1370 120.78461 205.08 205.615889 1292 N1371 116.492943 205.08 205.615889 1293 N1372 127.649193 205.08 205.615889 1294 N1373 123.357526 205.08 205.615889 1295 N1374 134.513776 205.08 205.615889 1296 N1375 130.22211 205.08 205.615889 1297 N1376 137.086693 205.08 205.615889 1298 N1377 141.37836 205.08 205.615889 1299 N1378 38.40961 205.08 226.102496 1300 N1379 34.117943 205.08 226.102496 1301 N1380 31.545026 205.08 226.102496 1302 N1381 27.25336 205.08 226.102496 1303 N1382 24.680443 205.08 226.102496 1304 N1383 20.388776 205.08 226.102496 1305 N1384 13.524193 205.08 226.102496 1306 N1385 17.81586 205.08 226.102496 1307 N1386 6.65961 205.08 226.102496 1308 N1387 10.951276 205.08 226.102496 1309 N1388 4.086693 205.08 226.102496 1310 N1389 -0.204974 205.08 226.102496 1311 N1390 79.59711 205.08 226.102496 1312 N1391 75.305443 205.08 226.102496 1313 N1392 68.44086 205.08 226.102496 1314 N1393 72.732526 205.08 226.102496 1315 N1394 61.576276 205.08 226.102496 1316 N1395 65.867943 205.08 226.102496 1317 N1396 54.711693 205.08 226.102496 1318 N1397 59.00336 205.08 226.102496 1319 N1398 52.138776 205.08 226.102496 1320 N1399 47.84711 205.08 226.102496 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 25 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1321 N1400 45.274193 205.08 226.102496 1322 N1401 40.982526 205.08 226.102496 1323 N1402 38.40961 205.08 246.54383 1324 N1403 34.117943 205.08 246.54383 1325 N1404 31.545026 205.08 246.54383 1326 N1405 27.25336 205.08 246.54383 1327 N1406 24.680443 205.08 246.54383 1328 N1407 20.388776 205.08 246.54383 1329 N1408 17.81586 205.08 246.54383 1330 N1409 13.524193 205.08 246.54383 1331 N1410 10.951276 205.08 246.54383 1332 N1411 6.65961 205.08 246.54383 1333 N1412 -0.204974 205.08 246.54383 1334 N1413 4.086693 205.08 246.54383 1335 N1414 79.59711 205.08 246.54383 1336 N1415 75.305443 205.08 246.54383 1337 N1416 72.732526 205.08 246.54383 1338 N1417 68.44086 205.08 246.54383 1339 N1418 65.867943 205.08 246.54383 1340 N1419 61.576276 205.08 246.54383 1341 N1420 54.711693 205.08 246.54383 1342 N1421 59.00336 205.08 246.54383 1343 N1422 47.84711 205.08 246.54383 1344 N1423 52.138776 205.08 246.54383 1345 N1424 45.274193 205.08 246.54383 1346 N1425 40.982526 205.08 246.54383 1347 C14 60.680443 205.08 271.565584 1348 N1427 27.25336 205.08 16.847671 1349 N1428 20.388776 205.08 16.847671 1350 N1429 24.680443 205.08 16.847671 1351 N1430 17.81586 205.08 16.847671 1352 N1431 13.524193 205.08 16.847671 1353 N1432 6.65961 205.08 16.847671 1354 N1433 10.951276 205.08 16.847671 1355 N1434 -0.204974 205.08 16.847671 1356 N1435 4.086693 205.08 16.847671 1357 N1436 54.711693 205.08 16.847671 1358 N1437 59.00336 205.08 16.847671 1359 N1438 52.138776 205.08 16.847671 1360 N1439 47.84711 205.08 16.847671 1361 N1440 40.982526 205.08 16.847671 1362 N1441 45.274193 205.08 16.847671 1363 N1442 34.117943 205.08 16.847671 1364 N1443 38.40961 205.08 16.847671 1365 N1444 31.545026 205.08 16.847671 1366 N1445 89.03461 205.08 16.847671 1367 N1446 82.170026 205.08 16.847671 1368 N1447 86.461693 205.08 16.847671 1369 N1448 75.305443 205.08 16.847671 1370 N1449 79.59711 205.08 16.847671 1371 N1450 68.44086 205.08 16.847671 1372 N1451 72.732526 205.08 16.847671 1373 N1452 61.576276 205.08 16.847671 1374 N1453 65.867943 205.08 16.847671 1375 N1454 93.326276 205.08 16.847671 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 26 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1376 N1455 95.899193 205.08 16.847671 1377 N1456 100.19086 205.08 16.847671 1378 N1457 102.763776 205.08 16.847671 1379 N1458 107.055443 205.08 16.847671 1380 N1459 109.62836 205.08 16.847671 1381 N1460 113.920026 205.08 16.847671 1382 N1461 116.492943 205.08 16.847671 1383 N1462 120.78461 205.08 16.847671 1384 N1463 127.649193 205.08 16.847671 1385 N1464 123.357526 205.08 16.847671 1386 N1465 134.513776 205.08 16.847671 1387 N1466 130.22211 205.08 16.847671 1388 N1467 141.37836 205.08 16.847671 1389 N1468 137.086693 205.08 16.847671 1390 N1469 148.242943 205.08 16.847671 1391 N1470 143.951276 205.08 16.847671 1392 N1471 150.81586 205.08 16.847671 1393 N1472 155.107526 205.08 16.847671 1394 N1473 157.680443 205.08 16.847671 1395 N1474 161.97211 205.08 16.847671 1396 N1475 168.836693 205.08 16.847671 1397 N1476 164.545026 205.08 16.847671 1398 N1477 171.40961 205.08 16.847671 1399 N1478 175.701276 205.08 16.847671 1400 N1479 178.274193 205.08 16.847671 1401 N1480 182.56586 205.08 16.847671 1402 N1481 61.576276 205.08 0 1403 N1482 54.711693 205.08 0 1404 N1483 59.00336 205.08 0 1405 N1484 52.138776 205.08 0 1406 N1485 47.84711 205.08 0 1407 N1486 40.982526 205.08 0 1408 N1487 45.274193 205.08 0 1409 N1488 34.117943 205.08 0 1410 N1489 38.40961 205.08 0 1411 N1490 27.25336 205.08 0 1412 N1491 31.545026 205.08 0 1413 N1492 20.388776 205.08 0 1414 N1493 24.680443 205.08 0 1415 N1494 17.81586 205.08 0 1416 N1495 13.524193 205.08 0 1417 N1496 93.326276 205.08 0 1418 N1497 89.03461 205.08 0 1419 N1498 82.170026 205.08 0 1420 N1499 86.461693 205.08 0 1421 N1500 95.899193 205.08 0 1422 N1501 100.19086 205.08 0 1423 N1502 75.305443 205.08 0 1424 N1503 79.59711 205.08 0 1425 N1504 68.44086 205.08 0 1426 N1505 72.732526 205.08 0 1427 N1506 65.867943 205.08 0 1428 N1507 102.763776 205.08 0 1429 N1508 107.055443 205.08 0 1430 N1509 109.62836 205.08 0 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 27 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1431 N1510 113.920026 205.08 0 1432 N1511 116.492943 205.08 0 1433 N1512 120.78461 205.08 0 1434 N1513 127.649193 205.08 0 1435 N1514 123.357526 205.08 0 1436 N1515 134.513776 205.08 0 1437 N1516 130.22211 205.08 0 1438 N1517 141.37836 205.08 0 1439 N1518 137.086693 205.08 0 1440 N1519 148.242943 205.08 0 1441 N1520 143.951276 205.08 0 1442 N1521 150.81586 205.08 0 1443 N1522 155.107526 205.08 0 1444 N1523 157.680443 205.08 0 1445 N1524 161.97211 205.08 0 1446 N1525 168.836693 205.08 0 1447 N1526 164.545026 205.08 0 1448 N1527 38.40961 205.08 287.720009 1449 N1528 24.680443 205.08 287.720009 1450 N1529 27.25336 205.08 287.720009 1451 N1530 47.84711 205.08 287.720009 1452 N1531 45.274193 205.08 287.720009 1453 N1532 40.982526 205.08 287.720009 1454 N1533 34.117943 205.08 287.720009 1455 N1534 31.545026 205.08 287.720009 1456 N1535 20.388776 205.08 287.720009 1457 N1536 17.81586 205.08 287.720009 1458 N1537 75.305443 205.08 287.720009 1459 N1538 61.576276 205.08 287.720009 1460 N1539 59.00336 205.08 287.720009 1461 N1540 79.59711 205.08 287.720009 1462 N1541 68.44086 205.08 287.720009 1463 N1542 72.732526 205.08 287.720009 1464 N1543 65.867943 205.08 287.720009 1465 N1544 54.711693 205.08 287.720009 1466 N1545 52.138776 205.08 287.720009 1467 N1546 47.84711 205.08 271.553404 1468 N1547 45.274193 205.08 271.553404 1469 N1548 40.982526 205.08 271.553404 1470 N1549 38.40961 205.08 271.553404 1471 N1550 34.117943 205.08 271.553404 1472 N1551 31.545026 205.08 271.553404 1473 N1552 27.25336 205.08 271.553404 1474 N1553 20.388776 205.08 271.553404 1475 N1554 24.680443 205.08 271.553404 1476 N1555 17.81586 205.08 271.553404 1477 N1556 13.524193 205.08 271.553404 1478 N1557 10.951276 205.08 271.553404 1479 N1558 6.65961 205.08 271.553404 1480 N1559 -0.204974 205.08 271.553404 1481 N1560 4.086693 205.08 271.553404 1482 N1561 79.59711 205.08 271.584785 1483 N1562 75.305443 205.08 271.580429 1484 N1563 68.44086 205.08 271.573461 1485 N1564 72.732526 205.08 271.577817 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 28 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1486 N1565 61.576276 205.08 271.566493 1487 N1566 65.867943 205.08 271.57085 1488 N1567 54.711693 205.08 271.559526 1489 N1568 59.00336 205.08 271.563882 1490 N1569 52.138776 205.08 271.556914 1491 N1570 13.504054 205.08 287.720009 1492 N1571 13.524193 205.08 287.720009 1493 N1572 169.02953 205.08 41.80103 1494 C14B 60.680443 194.9 271.56583 1495 N1573 155.34353 205.08 103.234504 1496 N1574 20.215222 205.08 123.716878 1497 N1575 182.46553 196.04 164.654496 1498 N1576 182.46553 195.93 185.102345 1499 N1577 182.46553 195.97 62.254133 1500 N1578 182.46553 195.86 41.80103 1501 N1579 182.46553 195.86 103.234504 1502 N1580 182.46553 195.88 123.716878 1503 N1581 0 195.91 123.716878 1504 N1582 0 195.88 41.80103 1505 N1583 0 199.35 205.615889 1506 N1584 0 195.88 62.254133 1507 N1585 0 195.85 103.234504 1508 N1586 0 199.28 185.102345 1509 N1587 121.65753 199.07 62.254133 1510 N1588 60.680443 199.01 62.254133 1511 N1589 121.65753 199.41 144.194128 1512 N1590 121.65753 197.98 205.615889 1513 N1591 60.680443 198.49 41.80103 1514 N1592 60.680443 199.75 82.752325 1515 N1593 60.680443 200.15 103.234504 1516 N1594 60.680443 199.76 123.716878 1517 N1595 60.680443 199.33 144.194128 1518 N1596 60.680443 198.82 164.654496 1519 N1597 60.680443 198.31 185.102345 1520 N1598 60.680443 197.98 205.615889 1521 N1599 121.65753 198.65 41.80103 1522 N1600 121.65753 199.74 82.752325 1523 N1601 121.65753 200.23 103.234504 1524 N1602 121.65753 199.7 123.716878 1525 N1603 121.65753 198.96 164.654496 1526 N1604 121.65753 198.47 185.102345 1527 N1605 0.25 205.08 205.615889 1528 B2B 17.977467 198.94 16.848 1529 B2 17.977467 205.08 16.848 1530 E2B 164.509136 195.32 16.848 1531 E2 164.509136 205.08 16.848 1532 B14 15.604054 205.08 271.553009 1533 B14B 15.604054 195.42 271.553009 1534 N1606 0 195.88 226.102496 1535 N1607 0 195.88 246.54383 1536 N1608 60.680443 198.51 226.102496 1537 N1609 60.680443 194.73 246.54383 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 29 Node Boundary Conditions Node Label X [k/in]Y [k/in]Z [k/in] 1 C1B Reaction Reaction Reaction 2 B15B Reaction Reaction Reaction 3 D10B Reaction Reaction Reaction 4 A4B Reaction Reaction Reaction 5 A9B Reaction Reaction Reaction 6 A3B Reaction Reaction Reaction 7 A6B Reaction Reaction Reaction 8 A7B Reaction Reaction Reaction 9 A8B Reaction Reaction Reaction 10 A11B Reaction Reaction Reaction 11 A12B Reaction Reaction Reaction 12 A13B Reaction Reaction Reaction 13 B1B Reaction Reaction Reaction 14 C3B Reaction Reaction Reaction 15 C4B Reaction Reaction Reaction 16 C6B Reaction Reaction Reaction 17 C7B Reaction Reaction Reaction 18 C8B Reaction Reaction Reaction 19 C10B Reaction Reaction Reaction 20 C12B Reaction Reaction Reaction 21 C13B Reaction Reaction Reaction 22 D3B Reaction Reaction Reaction 23 D4B Reaction Reaction Reaction 24 D6B Reaction Reaction Reaction 25 D7B Reaction Reaction Reaction 26 D9B Reaction Reaction Reaction 27 F10B Reaction Reaction Reaction 28 F9B Reaction Reaction Reaction 29 F8B Reaction Reaction Reaction 30 F7B Reaction Reaction Reaction 31 F6B Reaction Reaction Reaction 32 F5B Reaction Reaction Reaction 33 F4B Reaction Reaction Reaction 34 F3B Reaction Reaction Reaction 35 E1B Reaction Reaction Reaction 36 D8B Reaction Reaction Reaction 37 D1B Reaction Reaction Reaction 38 C15B Reaction Reaction Reaction 39 D5B Reaction Reaction Reaction 40 D11B Reaction Reaction Reaction 41 C5B Reaction Reaction Reaction 42 C9B Reaction Reaction Reaction 43 A5B Reaction Reaction Reaction 44 A10B Reaction Reaction Reaction 45 C11B Reaction Reaction Reaction 46 C14B Reaction Reaction Reaction 47 B2B Reaction Reaction Reaction 48 E2B Reaction Reaction Reaction 49 B14B Reaction Reaction Reaction Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 30 Hot Rolled Steel Properties (Continued) Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 11 A36 rod bracing 29000 11154 0.3 0.65 0 36 1.5 58 1.2 12 A572 rod bracing 29000 11154 0.3 0.65 0 50 1.5 65 1.2 Cold Formed Steel Properties Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Fu [ksi] 1 A653 SS Gr33 29500 11346 0.3 0.65 0.49 33 45 2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 3 A653 SS Gr 55 29500 11346 0.3 0.65 0.49 55 70 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 Braced frame braces HSS6X6X6 HBrace Tube A500 Gr.B RECT Typical 7.58 39.5 39.5 64.6 2 Beams @ W21x44 W21X44 Beam Wide Flange A572 Gr.50 Typical 13 20.7 843 0.77 3 Beams @ 1 and 15 W24X55 Beam Wide Flange A572 Gr.50 Typical 16.2 29.1 1350 1.18 4 Beams @ Diagonal W24X55 Beam Wide Flange A572 Gr.50 Typical 16.2 29.1 1350 1.18 5 Jack Beams W21X101 Beam Wide Flange A572 Gr.50 Typical 29.8 248 2420 5.21 6 Interior Column W12X40 Column Wide Flange A572 Gr.50 Typical 11.7 44.1 307 0.906 7 Perimeter Column W12X40 Column Wide Flange A572 Gr.50 Typical 11.7 44.1 307 0.906 8 Rod bracing 3/4"DIAMETER HBrace BAR A36 rod bracing Typical 0.442 0.016 0.016 0.031 9 Brace frame top beam W10X19 Beam Wide Flange A572 Gr.50 Typical 5.62 4.29 96.3 0.233 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 CF1 8CU1.25X057 Beam CU A653 SS Gr33 Typical 0.581 0.057 4.41 0.00063 2 Purlin 800S350-54 Beam CS A653 SS Gr 55 Typical 0.938 1.646 9.683 0.001 3 Purlin - 12 gauge 800S350-97 Beam CS A653 SS Gr 55 Typical 1.652 2.784 16.737 0.006 4 Purlins @ 14 gauge 800S350-68 Beam CS A653 SS Gr 55 Typical 1.174 2.034 12.046 0.002 5 End Purlin 800S350-97 Beam CS A653 SS Gr 55 Typical 1.652 2.784 16.737 0.006 Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 B3-1 N592 N113 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 2 B3-2 N113 N124 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 3 B3-3 N124 N134 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 4 B3-4 N134 N903 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 5 B4-1 N595 N114 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 6 B4-2 N114 N125 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 7 B4-3 N125 N133 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 8 B4-4 N133 N905 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 9 B5-1 N589 N115 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 10 B5-2 N115 N126 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 11 B5-3 N126 N135 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 31 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 12 B5-4 N135 N907 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 13 B6-1 N588 N111 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 14 B6-2 N111 N122 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 15 B6-3 N122 N136 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 16 B6-4 N136 N908 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 17 B7-1 N591 N116 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 18 B7-2 N116 N127 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 19 B7-3 N127 N137 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 20 B7-4 N137 N909 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 21 B8-1 N596 N117 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 22 B8-2 N117 N128 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 23 B8-3 N128 N138 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 24 B8-4 N138 N902 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 25 B9-1 N593 N118 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 26 B9-2 N118 N129 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 27 B9-3 N129 N139 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 28 B9-4 N139 N904 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 29 B10-1 N597 N112 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 30 B10-2 N112 N123 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 31 B10-3 N123 N140 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 32 B10-4 N140 N896 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 33 B11-1 N598 N119 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 34 B11-2 N119 N130 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 35 B11-3 N130 N141 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 36 B12-1 N599 N120 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 37 B12-2 N120 N131 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 38 B13-1 N600 N121 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 39 B13-2 N121 N132 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 40 Col C3 C3B C3 Interior Column Column Wide Flange A572 Gr.50 Typical 41 Col D3 D3B D3 Interior Column Column Wide Flange A572 Gr.50 Typical 42 Col D4 D4B D4 Interior Column Column Wide Flange A572 Gr.50 Typical 43 Col D5 D5B D5 Interior Column Column Wide Flange A572 Gr.50 Typical 44 Col D6 D6B D6 Interior Column Column Wide Flange A572 Gr.50 Typical 45 Col D7 D7B D7 Interior Column Column Wide Flange A572 Gr.50 Typical 46 Col D8 D8B D8 Interior Column Column Wide Flange A572 Gr.50 Typical 47 Col D9 D9B D9 Interior Column Column Wide Flange A572 Gr.50 Typical 48 Col D10 D10B D10 Interior Column Column Wide Flange A572 Gr.50 Typical 49 Col C4 C4B C4 Interior Column Column Wide Flange A572 Gr.50 Typical 50 Col C5 C5B C5 Interior Column Column Wide Flange A572 Gr.50 Typical 51 Col C6 C6B C6 Interior Column Column Wide Flange A572 Gr.50 Typical 52 Col C7 C7B C7 Interior Column Column Wide Flange A572 Gr.50 Typical 53 Col C8 C8B C8 Interior Column Column Wide Flange A572 Gr.50 Typical 54 Col C9 C9B C9 Interior Column Column Wide Flange A572 Gr.50 Typical 55 Col C10 C10B C10 Interior Column Column Wide Flange A572 Gr.50 Typical 56 Col C11 C11B C11 Interior Column Column Wide Flange A572 Gr.50 Typical 57 Col C12 C12B C12 Interior Column Column Wide Flange A572 Gr.50 Typical 58 Col C13 C13B C13 Interior Column Column Wide Flange A572 Gr.50 Typical 59 Col D11 D11B D11 Interior Column Column Wide Flange A572 Gr.50 Typical 60 Col A13 A13B A13 Perimeter Column Column Wide Flange A572 Gr.50 Typical 61 Col B15 B15B B15 Perimeter Column Column Wide Flange A572 Gr.50 Typical 62 Col C15 C15B C15 Perimeter Column Column Wide Flange A572 Gr.50 Typical 63 Col F10 F10B F10 Perimeter Column Column Wide Flange A572 Gr.50 Typical 64 Col F9 F9B F9 Perimeter Column Column Wide Flange A572 Gr.50 Typical 65 Col F8 F8B F8 Perimeter Column Column Wide Flange A572 Gr.50 Typical 66 Col F7 F7B F7 Perimeter Column Column Wide Flange A572 Gr.50 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 32 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 67 Col F6 F6B F6 Perimeter Column Column Wide Flange A572 Gr.50 Typical 68 Col F5 F5B F5 Perimeter Column Column Wide Flange A572 Gr.50 Typical 69 Col F4 F4B F4 Perimeter Column Column Wide Flange A572 Gr.50 Typical 70 Col F3 F3B F3 Perimeter Column Column Wide Flange A572 Gr.50 Typical 71 Col E1 E1B E1 Perimeter Column Column Wide Flange A572 Gr.50 Typical 72 Col D1 D1B D1 Perimeter Column Column Wide Flange A572 Gr.50 Typical 73 Col C1 C1B C1 Perimeter Column Column Wide Flange A572 Gr.50 Typical 74 Col B1 B1B B1 Perimeter Column Column Wide Flange A572 Gr.50 Typical 75 Col A3 A3B A3 Perimeter Column Column Wide Flange A572 Gr.50 Typical 76 Col A4 A4B A4 Perimeter Column Column Wide Flange A572 Gr.50 Typical 77 Col A5 A5B A5 Perimeter Column Column Wide Flange A572 Gr.50 Typical 78 Col A6 A6B A6 Perimeter Column Column Wide Flange A572 Gr.50 Typical 79 Col A7 A7B A7 Perimeter Column Column Wide Flange A572 Gr.50 Typical 80 Col A8 A8B A8 Perimeter Column Column Wide Flange A572 Gr.50 Typical 81 Col A9 A9B A9 Perimeter Column Column Wide Flange A572 Gr.50 Typical 82 Col A10 A10B A10 Perimeter Column Column Wide Flange A572 Gr.50 Typical 83 Col A11 A11B A11 Perimeter Column Column Wide Flange A572 Gr.50 Typical 84 Col A12 A12B A12 Perimeter Column Column Wide Flange A572 Gr.50 Typical 85 B-JACK-LINE C C3 C1 Jack Beams Beam Wide Flange A572 Gr.50 Typical 86 B-JACK-LINE D D3 D1 Jack Beams Beam Wide Flange A572 Gr.50 Typical 87 B2-1 N590 N142 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 88 B2-2 N142 C2 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 89 B2-3 C2 N143 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 90 B2-4 N143 D2 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 91 B2-5 D2 N144 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 92 B2-6 N144 N906 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 93 B1-1 N900 N145 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 94 B1-2 N145 N146 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 95 B1-3 N146 N901 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 96 B15-1 N1570 N147 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 97 B15-2 N147 CD15 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 98 B14-1 N594 N148 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 99 B14-2 N148 CD14 Beams @ W21x44 Beam Wide Flange A572 Gr.50 Typical 100 P28-1 N149 N165 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 101 P27-1 N150 N153 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 102 P27-2 N153 N154 5 Purlin Beam CS A653 SS Gr 55 Typical 103 P27-3 N154 N155 5 Purlin Beam CS A653 SS Gr 55 Typical 104 P27-4 N155 N156 5 Purlin Beam CS A653 SS Gr 55 Typical 105 P27-5 N156 N157 5 Purlin Beam CS A653 SS Gr 55 Typical 106 P27-6 N157 N158 5 Purlin Beam CS A653 SS Gr 55 Typical 107 P27-7 N158 N159 5 Purlin Beam CS A653 SS Gr 55 Typical 108 P27-8 N159 N160 5 Purlin Beam CS A653 SS Gr 55 Typical 109 P27-9 N160 N161 5 Purlin Beam CS A653 SS Gr 55 Typical 110 P27-10 N161 N162 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 111 P28-2 N165 N166 5 Purlin Beam CS A653 SS Gr 55 Typical 112 P28-3 N166 N167 5 Purlin Beam CS A653 SS Gr 55 Typical 113 P28-4 N167 N168 5 Purlin Beam CS A653 SS Gr 55 Typical 114 P28-5 N168 N169 5 Purlin Beam CS A653 SS Gr 55 Typical 115 P28-6 N169 N170 5 Purlin Beam CS A653 SS Gr 55 Typical 116 P28-7 N170 N171 5 Purlin Beam CS A653 SS Gr 55 Typical 117 P28-8 N171 N172 5 Purlin Beam CS A653 SS Gr 55 Typical 118 P28-9 N172 N173 5 Purlin Beam CS A653 SS Gr 55 Typical 119 P28-10 N173 N174 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 120 P26-6 N179 N180 355 Purlin Beam CS A653 SS Gr 55 Typical 121 P25-1 N181 N182 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 33 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 122 P26-9 N183 N184 355 Purlin Beam CS A653 SS Gr 55 Typical 123 P26-4 N185 N186 355 Purlin Beam CS A653 SS Gr 55 Typical 124 P26-1 N187 N188 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 125 P25-2 N182 N189 355 Purlin Beam CS A653 SS Gr 55 Typical 126 P26-2 N188 N190 355 Purlin Beam CS A653 SS Gr 55 Typical 127 P25-3 N189 N191 355 Purlin Beam CS A653 SS Gr 55 Typical 128 P26-3 N190 N185 355 Purlin Beam CS A653 SS Gr 55 Typical 129 P25-4 N191 N192 355 Purlin Beam CS A653 SS Gr 55 Typical 130 P25-5 N192 N193 355 Purlin Beam CS A653 SS Gr 55 Typical 131 P26-5 N186 N179 355 Purlin Beam CS A653 SS Gr 55 Typical 132 P25-6 N193 N194 355 Purlin Beam CS A653 SS Gr 55 Typical 133 P25-7 N194 N195 355 Purlin Beam CS A653 SS Gr 55 Typical 134 P26-7 N180 N196 355 Purlin Beam CS A653 SS Gr 55 Typical 135 P25-8 N195 N197 355 Purlin Beam CS A653 SS Gr 55 Typical 136 P26-8 N196 N183 355 Purlin Beam CS A653 SS Gr 55 Typical 137 P25-9 N197 N198 355 Purlin Beam CS A653 SS Gr 55 Typical 138 P25-10 N198 N199 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 139 P26-10 N184 N200 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 140 P30-6 N207 N208 355 Purlin Beam CS A653 SS Gr 55 Typical 141 P29-1 N209 N210 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 142 P30-9 N211 N212 355 Purlin Beam CS A653 SS Gr 55 Typical 143 P30-4 N213 N214 355 Purlin Beam CS A653 SS Gr 55 Typical 144 P30-1 N215 N216 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 145 P29-2 N210 N217 355 Purlin Beam CS A653 SS Gr 55 Typical 146 P30-2 N216 N218 355 Purlin Beam CS A653 SS Gr 55 Typical 147 P29-3 N217 N219 355 Purlin Beam CS A653 SS Gr 55 Typical 148 P30-3 N218 N213 355 Purlin Beam CS A653 SS Gr 55 Typical 149 P29-4 N219 N220 355 Purlin Beam CS A653 SS Gr 55 Typical 150 P29-5 N220 N221 355 Purlin Beam CS A653 SS Gr 55 Typical 151 P30-5 N214 N207 355 Purlin Beam CS A653 SS Gr 55 Typical 152 P29-6 N221 N222 355 Purlin Beam CS A653 SS Gr 55 Typical 153 P29-7 N222 N223 355 Purlin Beam CS A653 SS Gr 55 Typical 154 P30-7 N208 N224 355 Purlin Beam CS A653 SS Gr 55 Typical 155 P29-8 N223 N225 355 Purlin Beam CS A653 SS Gr 55 Typical 156 P30-8 N224 N211 355 Purlin Beam CS A653 SS Gr 55 Typical 157 P29-9 N225 N226 355 Purlin Beam CS A653 SS Gr 55 Typical 158 P29-10 N226 N227 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 159 P30-10 N212 N228 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 160 P24-7 N247 N239 5 Purlin Beam CS A653 SS Gr 55 Typical 161 P23-2 N234 N236 5 Purlin Beam CS A653 SS Gr 55 Typical 162 P23-8 N257 N242 5 Purlin Beam CS A653 SS Gr 55 Typical 163 P24-9 N249 N238 5 Purlin Beam CS A653 SS Gr 55 Typical 164 P24-11 N237 N245 5 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 165 P23-9 N242 N233 5 Purlin Beam CS A653 SS Gr 55 Typical 166 P24-12 N245 N240 5 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 167 P24-6 N246 N247 5 Purlin Beam CS A653 SS Gr 55 Typical 168 P23-1 N248 N234 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 169 P24-4 N250 N252 5 Purlin Beam CS A653 SS Gr 55 Typical 170 P24-1 N241 N243 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 171 P24-2 N243 N253 5 Purlin Beam CS A653 SS Gr 55 Typical 172 P23-3 N236 N254 5 Purlin Beam CS A653 SS Gr 55 Typical 173 P24-3 N253 N250 5 Purlin Beam CS A653 SS Gr 55 Typical 174 P23-4 N254 N255 5 Purlin Beam CS A653 SS Gr 55 Typical 175 P23-5 N255 N256 5 Purlin Beam CS A653 SS Gr 55 Typical 176 P24-5 N252 N246 5 Purlin Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 34 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 177 P23-6 N256 N235 5 Purlin Beam CS A653 SS Gr 55 Typical 178 P24-13 N240 N544 5 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 179 P23-7 N235 N257 5 Purlin Beam CS A653 SS Gr 55 Typical 180 P24-8 N239 N249 5 Purlin Beam CS A653 SS Gr 55 Typical 181 P23-10 N233 N244 5 Purlin Beam CS A653 SS Gr 55 Typical 182 P24-10 N238 N237 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 183 P23-11 N244 N258 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 184 P23-12 N258 N259 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 185 P23-13 N259 N541 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 186 P21-8 N287 N263 355 Purlin Beam CS A653 SS Gr 55 Typical 187 P22-5 N282 N277 355 Purlin Beam CS A653 SS Gr 55 Typical 188 P21-13 N286 N545 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 189 P22-10 N268 N272 355 Purlin Beam CS A653 SS Gr 55 Typical 190 P22-4 N280 N282 355 Purlin Beam CS A653 SS Gr 55 Typical 191 P21-1 N278 N269 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 192 P21-11 N275 N281 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 193 P22-7 N266 N273 355 Purlin Beam CS A653 SS Gr 55 Typical 194 P21-2 N269 N271 355 Purlin Beam CS A653 SS Gr 55 Typical 195 P22-9 N279 N268 355 Purlin Beam CS A653 SS Gr 55 Typical 196 P22-11 N272 N276 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 197 P21-9 N263 N267 355 Purlin Beam CS A653 SS Gr 55 Typical 198 P22-12 N276 N262 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 199 P22-6 N277 N266 355 Purlin Beam CS A653 SS Gr 55 Typical 200 P22-1 N274 N265 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 201 P22-2 N265 N283 355 Purlin Beam CS A653 SS Gr 55 Typical 202 P21-3 N271 N284 355 Purlin Beam CS A653 SS Gr 55 Typical 203 P22-3 N283 N280 355 Purlin Beam CS A653 SS Gr 55 Typical 204 P21-4 N284 N285 355 Purlin Beam CS A653 SS Gr 55 Typical 205 P21-5 N285 N264 355 Purlin Beam CS A653 SS Gr 55 Typical 206 P21-6 N264 N270 355 Purlin Beam CS A653 SS Gr 55 Typical 207 P21-7 N270 N287 355 Purlin Beam CS A653 SS Gr 55 Typical 208 P22-8 N273 N279 355 Purlin Beam CS A653 SS Gr 55 Typical 209 P21-10 N267 N275 355 Purlin Beam CS A653 SS Gr 55 Typical 210 P21-12 N281 N286 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 211 P22-13 N262 N547 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 212 P20-5 N311 N297 5 Purlin Beam CS A653 SS Gr 55 Typical 213 P20-9 N310 N292 5 Purlin Beam CS A653 SS Gr 55 Typical 214 P19-4 N313 N314 5 Purlin Beam CS A653 SS Gr 55 Typical 215 P20-2 N291 N312 5 Purlin Beam CS A653 SS Gr 55 Typical 216 P19-2 N294 N300 5 Purlin Beam CS A653 SS Gr 55 Typical 217 P19-8 N316 N303 5 Purlin Beam CS A653 SS Gr 55 Typical 218 P19-13 N315 N542 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 219 P20-10 N292 N306 5 Purlin Beam CS A653 SS Gr 55 Typical 220 P20-4 N295 N311 5 Purlin Beam CS A653 SS Gr 55 Typical 221 P19-1 N309 N294 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 222 P19-11 N307 N298 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 223 P20-7 N296 N301 5 Purlin Beam CS A653 SS Gr 55 Typical 224 P20-11 N306 N308 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 225 P19-9 N303 N304 5 Purlin Beam CS A653 SS Gr 55 Typical 226 P20-12 N308 N289 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 227 P20-6 N297 N296 5 Purlin Beam CS A653 SS Gr 55 Typical 228 P20-1 N290 N291 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 229 P19-3 N300 N313 5 Purlin Beam CS A653 SS Gr 55 Typical 230 P20-3 N312 N295 5 Purlin Beam CS A653 SS Gr 55 Typical 231 P19-5 N314 N299 5 Purlin Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 35 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 232 P19-6 N299 N305 5 Purlin Beam CS A653 SS Gr 55 Typical 233 P19-7 N305 N316 5 Purlin Beam CS A653 SS Gr 55 Typical 234 P20-8 N301 N310 5 Purlin Beam CS A653 SS Gr 55 Typical 235 P19-10 N304 N307 5 Purlin Beam CS A653 SS Gr 55 Typical 236 P19-12 N298 N315 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 237 P20-13 N289 N548 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 238 P17-12 N320 N326 355 Purlin Beam CS A653 SS Gr 55 Typical 239 P17-10 N337 N338 355 Purlin Beam CS A653 SS Gr 55 Typical 240 P17-6 N334 N318 355 Purlin Beam CS A653 SS Gr 55 Typical 241 P18-7 N332 N335 355 Purlin Beam CS A653 SS Gr 55 Typical 242 P17-5 N344 N334 355 Purlin Beam CS A653 SS Gr 55 Typical 243 P17-13 N326 N549 355 Purlin Beam CS A653 SS Gr 55 Typical 244 P18-9 N341 N328 355 Purlin Beam CS A653 SS Gr 55 Typical 245 P18-6 N333 N332 355 Purlin Beam CS A653 SS Gr 55 Typical 246 P17-1 N340 N330 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 247 P17-2 N330 N319 355 Purlin Beam CS A653 SS Gr 55 Typical 248 P18-5 N324 N333 355 Purlin Beam CS A653 SS Gr 55 Typical 249 P17-4 N343 N344 355 Purlin Beam CS A653 SS Gr 55 Typical 250 P18-10 N328 N323 355 Purlin Beam CS A653 SS Gr 55 Typical 251 P18-2 N327 N342 355 Purlin Beam CS A653 SS Gr 55 Typical 252 P17-8 N317 N336 355 Purlin Beam CS A653 SS Gr 55 Typical 253 P18-4 N331 N324 355 Purlin Beam CS A653 SS Gr 55 Typical 254 P17-11 N338 N320 355 Purlin Beam CS A653 SS Gr 55 Typical 255 P18-11 N323 N339 355 Purlin Beam CS A653 SS Gr 55 Typical 256 P17-9 N336 N337 355 Purlin Beam CS A653 SS Gr 55 Typical 257 P18-12 N339 N322 355 Purlin Beam CS A653 SS Gr 55 Typical 258 P18-1 N325 N327 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 259 P17-3 N319 N343 355 Purlin Beam CS A653 SS Gr 55 Typical 260 P18-3 N342 N331 355 Purlin Beam CS A653 SS Gr 55 Typical 261 P17-7 N318 N317 355 Purlin Beam CS A653 SS Gr 55 Typical 262 P18-8 N335 N341 355 Purlin Beam CS A653 SS Gr 55 Typical 263 P18-13 N322 N543 355 Purlin Beam CS A653 SS Gr 55 Typical 264 P15-12 N357 N354 5 Purlin Beam CS A653 SS Gr 55 Typical 265 P16-13 N353 N551 5 Purlin Beam CS A653 SS Gr 55 Typical 266 P16-1 N361 N362 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 267 P15-4 N345 N372 5 Purlin Beam CS A653 SS Gr 55 Typical 268 P16-12 N352 N353 5 Purlin Beam CS A653 SS Gr 55 Typical 269 P16-7 N365 N367 5 Purlin Beam CS A653 SS Gr 55 Typical 270 P16-9 N349 N363 5 Purlin Beam CS A653 SS Gr 55 Typical 271 P15-2 N347 N356 5 Purlin Beam CS A653 SS Gr 55 Typical 272 P15-10 N369 N350 5 Purlin Beam CS A653 SS Gr 55 Typical 273 P15-6 N366 N348 5 Purlin Beam CS A653 SS Gr 55 Typical 274 P15-5 N372 N366 5 Purlin Beam CS A653 SS Gr 55 Typical 275 P15-13 N354 N552 5 Purlin Beam CS A653 SS Gr 55 Typical 276 P16-6 N351 N365 5 Purlin Beam CS A653 SS Gr 55 Typical 277 P16-11 N359 N352 5 Purlin Beam CS A653 SS Gr 55 Typical 278 P15-1 N370 N347 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 279 P16-5 N360 N351 5 Purlin Beam CS A653 SS Gr 55 Typical 280 P16-10 N363 N359 5 Purlin Beam CS A653 SS Gr 55 Typical 281 P16-2 N362 N371 5 Purlin Beam CS A653 SS Gr 55 Typical 282 P15-8 N355 N368 5 Purlin Beam CS A653 SS Gr 55 Typical 283 P16-4 N364 N360 5 Purlin Beam CS A653 SS Gr 55 Typical 284 P15-11 N350 N357 5 Purlin Beam CS A653 SS Gr 55 Typical 285 P15-9 N368 N369 5 Purlin Beam CS A653 SS Gr 55 Typical 286 P15-3 N356 N345 5 Purlin Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 36 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 287 P16-3 N371 N364 5 Purlin Beam CS A653 SS Gr 55 Typical 288 P15-7 N348 N355 5 Purlin Beam CS A653 SS Gr 55 Typical 289 P16-8 N367 N349 5 Purlin Beam CS A653 SS Gr 55 Typical 290 P13-1 N398 N379 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 291 P14-2 N385 N399 355 Purlin Beam CS A653 SS Gr 55 Typical 292 P14-6 N382 N395 355 Purlin Beam CS A653 SS Gr 55 Typical 293 P14-3 N399 N386 355 Purlin Beam CS A653 SS Gr 55 Typical 294 P14-11 N374 N383 355 Purlin Beam CS A653 SS Gr 55 Typical 295 P14-5 N387 N382 355 Purlin Beam CS A653 SS Gr 55 Typical 296 P13-7 N389 N376 355 Purlin Beam CS A653 SS Gr 55 Typical 297 P14-12 N383 N384 355 Purlin Beam CS A653 SS Gr 55 Typical 298 P13-9 N373 N397 355 Purlin Beam CS A653 SS Gr 55 Typical 299 P13-10 N397 N390 355 Purlin Beam CS A653 SS Gr 55 Typical 300 P13-6 N396 N389 355 Purlin Beam CS A653 SS Gr 55 Typical 301 P13-12 N391 N378 355 Purlin Beam CS A653 SS Gr 55 Typical 302 P14-13 N384 N553 355 Purlin Beam CS A653 SS Gr 55 Typical 303 P14-1 N393 N385 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 304 P13-4 N380 N400 355 Purlin Beam CS A653 SS Gr 55 Typical 305 P14-7 N395 N375 355 Purlin Beam CS A653 SS Gr 55 Typical 306 P14-9 N388 N394 355 Purlin Beam CS A653 SS Gr 55 Typical 307 P13-2 N379 N377 355 Purlin Beam CS A653 SS Gr 55 Typical 308 P13-5 N400 N396 355 Purlin Beam CS A653 SS Gr 55 Typical 309 P13-13 N378 N554 355 Purlin Beam CS A653 SS Gr 55 Typical 310 P13-11 N390 N391 355 Purlin Beam CS A653 SS Gr 55 Typical 311 P14-10 N394 N374 355 Purlin Beam CS A653 SS Gr 55 Typical 312 P13-8 N376 N373 355 Purlin Beam CS A653 SS Gr 55 Typical 313 P14-4 N386 N387 355 Purlin Beam CS A653 SS Gr 55 Typical 314 P13-3 N377 N380 355 Purlin Beam CS A653 SS Gr 55 Typical 315 P14-8 N375 N388 355 Purlin Beam CS A653 SS Gr 55 Typical 316 P12-10 N405 N409 5 Purlin Beam CS A653 SS Gr 55 Typical 317 P11-7 N424 N415 5 Purlin Beam CS A653 SS Gr 55 Typical 318 P11-6 N408 N424 5 Purlin Beam CS A653 SS Gr 55 Typical 319 P11-3 N419 N420 5 Purlin Beam CS A653 SS Gr 55 Typical 320 P12-11 N409 N410 5 Purlin Beam CS A653 SS Gr 55 Typical 321 P11-1 N407 N402 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 322 P11-9 N416 N411 5 Purlin Beam CS A653 SS Gr 55 Typical 323 P12-4 N418 N423 5 Purlin Beam CS A653 SS Gr 55 Typical 324 P12-1 N428 N422 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 325 P11-8 N415 N416 5 Purlin Beam CS A653 SS Gr 55 Typical 326 P11-4 N420 N414 5 Purlin Beam CS A653 SS Gr 55 Typical 327 P12-2 N422 N401 5 Purlin Beam CS A653 SS Gr 55 Typical 328 P12-6 N404 N413 5 Purlin Beam CS A653 SS Gr 55 Typical 329 P12-3 N401 N418 5 Purlin Beam CS A653 SS Gr 55 Typical 330 P12-5 N423 N404 5 Purlin Beam CS A653 SS Gr 55 Typical 331 P12-12 N410 N421 5 Purlin Beam CS A653 SS Gr 55 Typical 332 P11-10 N411 N425 5 Purlin Beam CS A653 SS Gr 55 Typical 333 P11-12 N426 N406 5 Purlin Beam CS A653 SS Gr 55 Typical 334 P12-13 N421 N540 5 Purlin Beam CS A653 SS Gr 55 Typical 335 P12-7 N413 N412 5 Purlin Beam CS A653 SS Gr 55 Typical 336 P12-9 N417 N405 5 Purlin Beam CS A653 SS Gr 55 Typical 337 P11-2 N402 N419 5 Purlin Beam CS A653 SS Gr 55 Typical 338 P11-5 N414 N408 5 Purlin Beam CS A653 SS Gr 55 Typical 339 P11-13 N406 N555 5 Purlin Beam CS A653 SS Gr 55 Typical 340 P11-11 N425 N426 5 Purlin Beam CS A653 SS Gr 55 Typical 341 P12-8 N412 N417 5 Purlin Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 37 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 342 P10-13 N451 N556 355 Purlin Beam CS A653 SS Gr 55 Typical 343 P10-6 N442 N448 355 Purlin Beam CS A653 SS Gr 55 Typical 344 P9-5 N449 N445 355 Purlin Beam CS A653 SS Gr 55 Typical 345 P9-9 N432 N438 355 Purlin Beam CS A653 SS Gr 55 Typical 346 P10-9 N437 N443 355 Purlin Beam CS A653 SS Gr 55 Typical 347 P10-10 N443 N446 355 Purlin Beam CS A653 SS Gr 55 Typical 348 P9-7 N439 N431 355 Purlin Beam CS A653 SS Gr 55 Typical 349 P10-3 N434 N440 355 Purlin Beam CS A653 SS Gr 55 Typical 350 P9-6 N445 N439 355 Purlin Beam CS A653 SS Gr 55 Typical 351 P9-3 N450 N441 355 Purlin Beam CS A653 SS Gr 55 Typical 352 P10-11 N446 N435 355 Purlin Beam CS A653 SS Gr 55 Typical 353 P9-1 N444 N436 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 354 P10-1 N456 N452 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 355 P10-4 N440 N454 355 Purlin Beam CS A653 SS Gr 55 Typical 356 P9-8 N431 N432 355 Purlin Beam CS A653 SS Gr 55 Typical 357 P9-4 N441 N449 355 Purlin Beam CS A653 SS Gr 55 Typical 358 P10-2 N452 N434 355 Purlin Beam CS A653 SS Gr 55 Typical 359 P10-5 N454 N442 355 Purlin Beam CS A653 SS Gr 55 Typical 360 P10-12 N435 N451 355 Purlin Beam CS A653 SS Gr 55 Typical 361 P9-10 N438 N455 355 Purlin Beam CS A653 SS Gr 55 Typical 362 P9-12 N430 N429 355 Purlin Beam CS A653 SS Gr 55 Typical 363 P10-7 N448 N447 355 Purlin Beam CS A653 SS Gr 55 Typical 364 P9-2 N436 N450 355 Purlin Beam CS A653 SS Gr 55 Typical 365 P9-13 N429 N550 355 Purlin Beam CS A653 SS Gr 55 Typical 366 P9-11 N455 N430 355 Purlin Beam CS A653 SS Gr 55 Typical 367 P10-8 N447 N437 355 Purlin Beam CS A653 SS Gr 55 Typical 368 P8-3 N463 N477 5 Purlin Beam CS A653 SS Gr 55 Typical 369 P7-5 N465 N461 5 Purlin Beam CS A653 SS Gr 55 Typical 370 P8-12 N472 N460 5 Purlin Beam CS A653 SS Gr 55 Typical 371 P7-9 N464 N475 5 Purlin Beam CS A653 SS Gr 55 Typical 372 P8-6 N459 N467 5 Purlin Beam CS A653 SS Gr 55 Typical 373 P8-7 N467 N481 5 Purlin Beam CS A653 SS Gr 55 Typical 374 P8-4 N477 N469 5 Purlin Beam CS A653 SS Gr 55 Typical 375 P8-11 N466 N472 5 Purlin Beam CS A653 SS Gr 55 Typical 376 P8-9 N474 N479 5 Purlin Beam CS A653 SS Gr 55 Typical 377 P8-5 N469 N459 5 Purlin Beam CS A653 SS Gr 55 Typical 378 P7-4 N478 N465 5 Purlin Beam CS A653 SS Gr 55 Typical 379 P7-13 N462 N557 5 Purlin Beam CS A653 SS Gr 55 Typical 380 P8-8 N481 N474 5 Purlin Beam CS A653 SS Gr 55 Typical 381 P8-13 N460 N546 5 Purlin Beam CS A653 SS Gr 55 Typical 382 P8-10 N479 N466 5 Purlin Beam CS A653 SS Gr 55 Typical 383 P7-7 N476 N457 5 Purlin Beam CS A653 SS Gr 55 Typical 384 P7-6 N461 N476 5 Purlin Beam CS A653 SS Gr 55 Typical 385 P7-3 N458 N478 5 Purlin Beam CS A653 SS Gr 55 Typical 386 P7-1 N480 N473 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 387 P8-1 N484 N468 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 388 P7-8 N457 N464 5 Purlin Beam CS A653 SS Gr 55 Typical 389 P8-2 N468 N463 5 Purlin Beam CS A653 SS Gr 55 Typical 390 P7-10 N475 N483 5 Purlin Beam CS A653 SS Gr 55 Typical 391 P7-12 N470 N462 5 Purlin Beam CS A653 SS Gr 55 Typical 392 P7-2 N473 N458 5 Purlin Beam CS A653 SS Gr 55 Typical 393 P7-11 N483 N470 5 Purlin Beam CS A653 SS Gr 55 Typical 394 P6-1 N485 N490 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 395 P5-5 N506 N499 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 396 P6-6 N494 N508 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 38 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 397 P6-7 N508 N493 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 398 P5-6 N499 N501 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 399 P6-10 N487 N507 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 400 P5-7 N501 N498 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 401 P5-11 N512 N496 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 402 P5-10 N511 N512 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 403 P6-2 N490 N505 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 404 P5-1 N488 N510 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 405 P6-13 N495 N558 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 406 P6-5 N509 N494 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 407 P6-9 N486 N487 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 408 P6-12 N491 N495 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 409 P5-12 N496 N504 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 410 P6-3 N505 N489 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 411 P5-8 N498 N500 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 412 P6-4 N489 N509 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 413 P5-9 N500 N511 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 414 P6-11 N507 N491 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 415 P5-4 N497 N506 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 416 P5-13 N504 N559 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 417 P6-8 N493 N486 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 418 P5-3 N503 N497 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 419 P5-2 N510 N503 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 420 P4-3 N526 N515 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 421 P4-5 N524 N534 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 422 P3-10 N517 N529 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 423 P3-9 N514 N517 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 424 P3-2 N513 N531 5 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 425 P4-10 N533 N516 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 426 P4-4 N515 N524 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 427 P4-2 N532 N526 5 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 428 P3-5 N539 N520 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 429 P4-6 N534 N530 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 430 P4-12 N521 N525 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 431 P3-12 N535 N538 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 432 P4-7 N530 N518 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 433 P3-6 N520 N537 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 434 P3-7 N537 N536 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 435 P3-11 N529 N535 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 436 P4-13 N525 N560 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 437 P4-9 N522 N533 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 438 P3-8 N536 N514 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 439 P4-11 N516 N521 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 440 P3-4 N527 N539 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 441 P3-13 N538 N561 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 442 P4-8 N518 N522 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 443 P3-3 N531 N527 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 444 P12-14 N540 N427 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 445 P23-14 N541 N260 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 446 P19-14 N542 N293 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 447 P18-14 N543 N321 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 448 P24-14 N544 N251 5 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 449 P21-14 N545 N288 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 450 P8-14 N546 N482 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 451 P22-14 N547 N261 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 39 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 452 P20-14 N548 N302 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 453 P17-14 N549 N329 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 454 P9-14 N550 N433 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 455 P16-14 N551 N358 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 456 P15-14 N552 N346 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 457 P14-14 N553 N392 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 458 P13-14 N554 N381 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 459 P11-14 N555 N403 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 460 P10-14 N556 N453 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 461 P7-14 N557 N471 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 462 P6-14 N558 N502 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 463 P5-14 N559 N492 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 464 P1-2 N585 N578 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 465 P2-3 N576 N565 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 466 P2-11 N572 N573 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 467 P2-10 N569 N572 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 468 P1-9 N571 N570 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 469 P1-12 N580 N583 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 470 P1-3 N578 N567 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 471 P1-7 N582 N581 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 472 P1-5 N584 N563 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 473 P2-12 N573 N575 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 474 P1-6 N563 N582 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 475 P2-7 N562 N564 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 476 P2-2 N586 N576 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 477 P2-4 N565 N568 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 478 P1-11 N577 N580 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 479 P1-8 N581 N571 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 480 P2-5 N568 N579 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 481 P1-10 N570 N577 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 482 P2-6 N579 N562 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 483 P2-9 N574 N569 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 484 P1-4 N567 N584 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 485 P2-8 N564 N574 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 486 P1-13 N583 N566 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 487 P2-13 N575 N587 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 488 P32-6 N611 N614 5 Purlin Beam CS A653 SS Gr 55 Typical 489 P32-4 N613 N618 5 Purlin Beam CS A653 SS Gr 55 Typical 490 P32-3 N607 N613 5 Purlin Beam CS A653 SS Gr 55 Typical 491 P31-8 N624 N606 5 Purlin Beam CS A653 SS Gr 55 Typical 492 P31-5 N608 N612 5 Purlin Beam CS A653 SS Gr 55 Typical 493 P31-9 N606 N625 5 Purlin Beam CS A653 SS Gr 55 Typical 494 P31-1 N604 N615 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 495 P32-9 N616 N617 5 Purlin Beam CS A653 SS Gr 55 Typical 496 P32-1 N619 N620 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 497 P31-2 N615 N621 5 Purlin Beam CS A653 SS Gr 55 Typical 498 P32-2 N620 N607 5 Purlin Beam CS A653 SS Gr 55 Typical 499 P31-3 N621 N622 5 Purlin Beam CS A653 SS Gr 55 Typical 500 P31-4 N622 N608 5 Purlin Beam CS A653 SS Gr 55 Typical 501 P32-5 N618 N611 5 Purlin Beam CS A653 SS Gr 55 Typical 502 P31-6 N612 N623 5 Purlin Beam CS A653 SS Gr 55 Typical 503 P31-7 N623 N624 5 Purlin Beam CS A653 SS Gr 55 Typical 504 P32-7 N614 N603 5 Purlin Beam CS A653 SS Gr 55 Typical 505 P32-8 N603 N616 5 Purlin Beam CS A653 SS Gr 55 Typical 506 P31-10 N625 N602 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 40 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 507 P32-10 N617 N605 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 508 P33-4 N653 N635 355 Purlin Beam CS A653 SS Gr 55 Typical 509 P33-8 N638 N632 355 Purlin Beam CS A653 SS Gr 55 Typical 510 P34-8 N637 N649 355 Purlin Beam CS A653 SS Gr 55 Typical 511 P33-9 N632 N633 355 Purlin Beam CS A653 SS Gr 55 Typical 512 P33-10 N633 N641 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 513 P34-5 N636 N640 355 Purlin Beam CS A653 SS Gr 55 Typical 514 P33-1 N642 N648 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 515 P34-1 N651 N652 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 516 P34-9 N649 N650 355 Purlin Beam CS A653 SS Gr 55 Typical 517 P34-3 N639 N645 355 Purlin Beam CS A653 SS Gr 55 Typical 518 P34-7 N646 N637 355 Purlin Beam CS A653 SS Gr 55 Typical 519 P33-6 N631 N654 355 Purlin Beam CS A653 SS Gr 55 Typical 520 P34-6 N640 N646 355 Purlin Beam CS A653 SS Gr 55 Typical 521 P34-4 N645 N636 355 Purlin Beam CS A653 SS Gr 55 Typical 522 P33-5 N635 N631 355 Purlin Beam CS A653 SS Gr 55 Typical 523 P33-2 N648 N630 355 Purlin Beam CS A653 SS Gr 55 Typical 524 P34-2 N652 N639 355 Purlin Beam CS A653 SS Gr 55 Typical 525 P33-3 N630 N653 355 Purlin Beam CS A653 SS Gr 55 Typical 526 P33-7 N654 N638 355 Purlin Beam CS A653 SS Gr 55 Typical 527 P34-10 N650 N634 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 528 P36-10 N658 N674 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 529 P36-7 N668 N676 5 Purlin Beam CS A653 SS Gr 55 Typical 530 P36-3 N667 N681 5 Purlin Beam CS A653 SS Gr 55 Typical 531 P35-4 N665 N657 5 Purlin Beam CS A653 SS Gr 55 Typical 532 P35-10 N671 N659 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 533 P35-8 N662 N673 5 Purlin Beam CS A653 SS Gr 55 Typical 534 P36-5 N675 N677 5 Purlin Beam CS A653 SS Gr 55 Typical 535 P36-8 N676 N682 5 Purlin Beam CS A653 SS Gr 55 Typical 536 P35-9 N673 N671 5 Purlin Beam CS A653 SS Gr 55 Typical 537 P35-1 N678 N666 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 538 P36-1 N683 N661 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 539 P36-9 N682 N658 5 Purlin Beam CS A653 SS Gr 55 Typical 540 P35-6 N672 N660 5 Purlin Beam CS A653 SS Gr 55 Typical 541 P36-6 N677 N668 5 Purlin Beam CS A653 SS Gr 55 Typical 542 P36-4 N681 N675 5 Purlin Beam CS A653 SS Gr 55 Typical 543 P35-5 N657 N672 5 Purlin Beam CS A653 SS Gr 55 Typical 544 P35-2 N666 N669 5 Purlin Beam CS A653 SS Gr 55 Typical 545 P36-2 N661 N667 5 Purlin Beam CS A653 SS Gr 55 Typical 546 P35-3 N669 N665 5 Purlin Beam CS A653 SS Gr 55 Typical 547 P35-7 N660 N662 5 Purlin Beam CS A653 SS Gr 55 Typical 548 P38-1 N696 N699 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 549 P38-9 N712 N688 355 Purlin Beam CS A653 SS Gr 55 Typical 550 P37-7 N687 N700 355 Purlin Beam CS A653 SS Gr 55 Typical 551 P37-5 N693 N685 355 Purlin Beam CS A653 SS Gr 55 Typical 552 P38-8 N707 N712 355 Purlin Beam CS A653 SS Gr 55 Typical 553 P37-4 N702 N693 355 Purlin Beam CS A653 SS Gr 55 Typical 554 P38-10 N688 N706 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 555 P38-7 N695 N707 355 Purlin Beam CS A653 SS Gr 55 Typical 556 P38-3 N703 N711 355 Purlin Beam CS A653 SS Gr 55 Typical 557 P37-10 N705 N698 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 558 P37-8 N700 N689 355 Purlin Beam CS A653 SS Gr 55 Typical 559 P38-5 N694 N697 355 Purlin Beam CS A653 SS Gr 55 Typical 560 P37-9 N689 N705 355 Purlin Beam CS A653 SS Gr 55 Typical 561 P37-1 N708 N686 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 41 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 562 P37-6 N685 N687 355 Purlin Beam CS A653 SS Gr 55 Typical 563 P38-6 N697 N695 355 Purlin Beam CS A653 SS Gr 55 Typical 564 P38-4 N711 N694 355 Purlin Beam CS A653 SS Gr 55 Typical 565 P37-2 N686 N704 355 Purlin Beam CS A653 SS Gr 55 Typical 566 P38-2 N699 N703 355 Purlin Beam CS A653 SS Gr 55 Typical 567 P37-3 N704 N702 355 Purlin Beam CS A653 SS Gr 55 Typical 568 P40-10 N730 N739 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 569 P40-4 N727 N719 5 Purlin Beam CS A653 SS Gr 55 Typical 570 P39-6 N728 N722 5 Purlin Beam CS A653 SS Gr 55 Typical 571 P39-9 N718 N726 5 Purlin Beam CS A653 SS Gr 55 Typical 572 P39-5 N733 N728 5 Purlin Beam CS A653 SS Gr 55 Typical 573 P40-9 N741 N730 5 Purlin Beam CS A653 SS Gr 55 Typical 574 P40-1 N735 N737 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 575 P39-7 N722 N717 5 Purlin Beam CS A653 SS Gr 55 Typical 576 P39-2 N729 N714 5 Purlin Beam CS A653 SS Gr 55 Typical 577 P40-3 N721 N727 5 Purlin Beam CS A653 SS Gr 55 Typical 578 P40-8 N723 N741 5 Purlin Beam CS A653 SS Gr 55 Typical 579 P39-4 N720 N733 5 Purlin Beam CS A653 SS Gr 55 Typical 580 P40-7 N734 N723 5 Purlin Beam CS A653 SS Gr 55 Typical 581 P39-10 N726 N716 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 582 P39-8 N717 N718 5 Purlin Beam CS A653 SS Gr 55 Typical 583 P40-5 N719 N736 5 Purlin Beam CS A653 SS Gr 55 Typical 584 P39-1 N725 N729 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 585 P40-6 N736 N734 5 Purlin Beam CS A653 SS Gr 55 Typical 586 P40-2 N737 N721 5 Purlin Beam CS A653 SS Gr 55 Typical 587 P39-3 N714 N720 5 Purlin Beam CS A653 SS Gr 55 Typical 588 P42-3 N759 N762 355 Purlin Beam CS A653 SS Gr 55 Typical 589 P41-3 N744 N752 355 Purlin Beam CS A653 SS Gr 55 Typical 590 P42-1 N746 N750 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 591 P41-9 N748 N754 355 Purlin Beam CS A653 SS Gr 55 Typical 592 P41-10 N754 N753 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 593 P42-8 N761 N769 355 Purlin Beam CS A653 SS Gr 55 Typical 594 P42-10 N765 N768 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 595 P42-4 N762 N758 355 Purlin Beam CS A653 SS Gr 55 Typical 596 P41-6 N763 N760 355 Purlin Beam CS A653 SS Gr 55 Typical 597 P41-5 N743 N763 355 Purlin Beam CS A653 SS Gr 55 Typical 598 P42-9 N769 N765 355 Purlin Beam CS A653 SS Gr 55 Typical 599 P41-7 N760 N757 355 Purlin Beam CS A653 SS Gr 55 Typical 600 P41-2 N764 N744 355 Purlin Beam CS A653 SS Gr 55 Typical 601 P41-4 N752 N743 355 Purlin Beam CS A653 SS Gr 55 Typical 602 P42-7 N755 N761 355 Purlin Beam CS A653 SS Gr 55 Typical 603 P41-8 N757 N748 355 Purlin Beam CS A653 SS Gr 55 Typical 604 P42-5 N758 N767 355 Purlin Beam CS A653 SS Gr 55 Typical 605 P41-1 N751 N764 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 606 P42-6 N767 N755 355 Purlin Beam CS A653 SS Gr 55 Typical 607 P42-2 N750 N759 355 Purlin Beam CS A653 SS Gr 55 Typical 608 P44-9 N790 N770 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 609 P43-2 N772 N776 5 Purlin Beam CS A653 SS Gr 55 Typical 610 P44-3 N756 N789 5 Purlin Beam CS A653 SS Gr 55 Typical 611 P43-4 N781 N775 5 Purlin Beam CS A653 SS Gr 55 Typical 612 P44-4 N789 N787 5 Purlin Beam CS A653 SS Gr 55 Typical 613 P44-8 N788 N790 5 Purlin Beam CS A653 SS Gr 55 Typical 614 P44-5 N787 N784 5 Purlin Beam CS A653 SS Gr 55 Typical 615 P43-3 N776 N781 5 Purlin Beam CS A653 SS Gr 55 Typical 616 P44-1 N777 N779 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 42 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 617 P43-9 N778 N773 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 618 P43-6 N774 N782 5 Purlin Beam CS A653 SS Gr 55 Typical 619 P43-5 N775 N774 5 Purlin Beam CS A653 SS Gr 55 Typical 620 P43-7 N782 N786 5 Purlin Beam CS A653 SS Gr 55 Typical 621 P44-7 N785 N788 5 Purlin Beam CS A653 SS Gr 55 Typical 622 P43-8 N786 N778 5 Purlin Beam CS A653 SS Gr 55 Typical 623 P43-1 N780 N772 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 624 P44-6 N784 N785 5 Purlin Beam CS A653 SS Gr 55 Typical 625 P44-2 N779 N756 5 Purlin Beam CS A653 SS Gr 55 Typical 626 P46-8 N793 N800 355 Purlin Beam CS A653 SS Gr 55 Typical 627 P45-3 N799 N809 355 Purlin Beam CS A653 SS Gr 55 Typical 628 P45-5 N806 N805 355 Purlin Beam CS A653 SS Gr 55 Typical 629 P45-8 N813 N807 355 Purlin Beam CS A653 SS Gr 55 Typical 630 P45-1 N808 N803 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 631 P45-4 N809 N806 355 Purlin Beam CS A653 SS Gr 55 Typical 632 P46-2 N795 N796 355 Purlin Beam CS A653 SS Gr 55 Typical 633 P46-9 N800 N802 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 634 P45-7 N797 N813 355 Purlin Beam CS A653 SS Gr 55 Typical 635 P45-2 N803 N799 355 Purlin Beam CS A653 SS Gr 55 Typical 636 P46-3 N796 N815 355 Purlin Beam CS A653 SS Gr 55 Typical 637 P46-4 N815 N814 355 Purlin Beam CS A653 SS Gr 55 Typical 638 P46-5 N814 N811 355 Purlin Beam CS A653 SS Gr 55 Typical 639 P46-1 N794 N795 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 640 P45-9 N807 N804 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 641 P45-6 N805 N797 355 Purlin Beam CS A653 SS Gr 55 Typical 642 P46-7 N812 N793 355 Purlin Beam CS A653 SS Gr 55 Typical 643 P46-6 N811 N812 355 Purlin Beam CS A653 SS Gr 55 Typical 644 P48-6 N832 N833 5 Purlin Beam CS A653 SS Gr 55 Typical 645 P47-9 N819 N830 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 646 P47-5 N810 N817 5 Purlin Beam CS A653 SS Gr 55 Typical 647 P48-3 N829 N836 5 Purlin Beam CS A653 SS Gr 55 Typical 648 P47-1 N825 N823 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 649 P47-8 N834 N819 5 Purlin Beam CS A653 SS Gr 55 Typical 650 P48-1 N827 N828 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 651 P48-7 N833 N818 5 Purlin Beam CS A653 SS Gr 55 Typical 652 P48-2 N828 N829 5 Purlin Beam CS A653 SS Gr 55 Typical 653 P48-8 N818 N824 5 Purlin Beam CS A653 SS Gr 55 Typical 654 P47-3 N826 N831 5 Purlin Beam CS A653 SS Gr 55 Typical 655 P47-4 N831 N810 5 Purlin Beam CS A653 SS Gr 55 Typical 656 P48-9 N824 N820 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 657 P47-7 N821 N834 5 Purlin Beam CS A653 SS Gr 55 Typical 658 P47-2 N823 N826 5 Purlin Beam CS A653 SS Gr 55 Typical 659 P48-4 N836 N835 5 Purlin Beam CS A653 SS Gr 55 Typical 660 P48-5 N835 N832 5 Purlin Beam CS A653 SS Gr 55 Typical 661 P47-6 N817 N821 5 Purlin Beam CS A653 SS Gr 55 Typical 662 P50-4 N838 N839 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 663 P50-1 N843 N840 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 664 P50-6 N847 N842 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 665 P50-5 N839 N847 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 666 P50-7 N842 N846 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 667 P50-9 N854 N851 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 668 P50-8 N846 N854 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 669 P49-5 N850 N841 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 670 P49-1 N855 N853 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 671 P49-9 N848 N849 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 43 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 672 P50-3 N857 N838 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 673 P49-8 N845 N848 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 674 P50-2 N840 N857 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 675 P49-3 N856 N859 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 676 P49-4 N859 N850 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 677 P49-7 N852 N845 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 678 P49-2 N853 N856 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 679 P49-6 N841 N852 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 680 P51-7 N862 N861 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 681 P52-7 N873 N863 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 682 P52-6 N866 N873 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 683 P51-5 N875 N872 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 684 P51-2 N878 N879 5 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 685 P52-8 N863 N868 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 686 P51-9 N867 N881 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 687 P52-3 N880 N860 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 688 P52-4 N860 N869 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 689 P52-5 N869 N866 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 690 P52-9 N868 N870 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 691 P51-8 N861 N867 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 692 P52-2 N865 N880 5 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 693 P51-3 N879 N864 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 694 P51-4 N864 N875 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 695 P51-6 N872 N862 5 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 696 P54-7 N897 N874 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 697 P54-8 N874 N895 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 698 P53-7 N890 N883 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 699 P53-8 N883 N894 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 700 P54-9 N895 N887 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 701 P54-3 N882 N889 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 702 P53-3 N884 N891 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 703 P53-2 N885 N884 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 704 P53-4 N891 N898 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 705 P54-2 N892 N882 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 706 P54-6 N893 N897 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 707 P53-5 N898 N888 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 708 P54-4 N889 N886 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 709 P54-5 N886 N893 355 Purlin - 12 gauge Beam CS A653 SS Gr 55 Typical 710 P53-6 N888 N890 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 711 P53-9 N894 N899 355 Purlins @ 14 gauge Beam CS A653 SS Gr 55 Typical 712 Col C14 C14B C14 Interior Column Column Wide Flange A572 Gr.50 Typical 713 M716 N1582 A4 Rod bracing HBrace BAR A36 rod bracing Typical 714 M717 A4 N913 Rod bracing HBrace BAR A36 rod bracing Typical 715 M718 N913 N963 Rod bracing HBrace BAR A36 rod bracing Typical 716 M719 N963 N858 Rod bracing HBrace BAR A36 rod bracing Typical 717 M720 N858 N984 Rod bracing HBrace BAR A36 rod bracing Typical 718 M721 N984 N928 Rod bracing HBrace BAR A36 rod bracing Typical 719 M722 N928 C4 Rod bracing HBrace BAR A36 rod bracing Typical 720 M723 C4 N921 Rod bracing HBrace BAR A36 rod bracing Typical 721 M724 N921 N974 Rod bracing HBrace BAR A36 rod bracing Typical 722 M725 N974 N916 Rod bracing HBrace BAR A36 rod bracing Typical 723 M726 N916 N987 Rod bracing HBrace BAR A36 rod bracing Typical 724 M727 N987 N936 Rod bracing HBrace BAR A36 rod bracing Typical 725 M728 N936 D4 Rod bracing HBrace BAR A36 rod bracing Typical 726 M729 D4 N942 Rod bracing HBrace BAR A36 rod bracing Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 44 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 727 M730 N942 N998 Rod bracing HBrace BAR A36 rod bracing Typical 728 M731 N998 N949 Rod bracing HBrace BAR A36 rod bracing Typical 729 M732 N949 N1004 Rod bracing HBrace BAR A36 rod bracing Typical 730 M733 N1004 N954 Rod bracing HBrace BAR A36 rod bracing Typical 731 M734 N954 F4 Rod bracing HBrace BAR A36 rod bracing Typical 732 M735 F3 N1009 Rod bracing HBrace BAR A36 rod bracing Typical 733 M736 N1009 N950 Rod bracing HBrace BAR A36 rod bracing Typical 734 M737 N950 N1002 Rod bracing HBrace BAR A36 rod bracing Typical 735 M738 N1002 N945 Rod bracing HBrace BAR A36 rod bracing Typical 736 M739 N945 N997 Rod bracing HBrace BAR A36 rod bracing Typical 737 M740 N997 D3 Rod bracing HBrace BAR A36 rod bracing Typical 738 M741 D3 N991 Rod bracing HBrace BAR A36 rod bracing Typical 739 M742 N991 N933 Rod bracing HBrace BAR A36 rod bracing Typical 740 M743 N933 N970 Rod bracing HBrace BAR A36 rod bracing Typical 741 M744 N970 N920 Rod bracing HBrace BAR A36 rod bracing Typical 742 M745 N920 N975 Rod bracing HBrace BAR A36 rod bracing Typical 743 M746 N975 C3 Rod bracing HBrace BAR A36 rod bracing Typical 744 M747 C3 N982 Rod bracing HBrace BAR A36 rod bracing Typical 745 M748 N982 N930 Rod bracing HBrace BAR A36 rod bracing Typical 746 M749 N930 N960 Rod bracing HBrace BAR A36 rod bracing Typical 747 M750 N960 N877 Rod bracing HBrace BAR A36 rod bracing Typical 748 M751 N877 N966 Rod bracing HBrace BAR A36 rod bracing Typical 749 M752 N966 A3 Rod bracing HBrace BAR A36 rod bracing Typical 750 M753 N1584 A3 Rod bracing HBrace BAR A36 rod bracing Typical 751 M754 N1591 C4 Rod bracing HBrace BAR A36 rod bracing Typical 752 M755 N1588 C3 Rod bracing HBrace BAR A36 rod bracing Typical 753 M756 N1599 D4 Rod bracing HBrace BAR A36 rod bracing Typical 754 M757 N1587 D3 Rod bracing HBrace BAR A36 rod bracing Typical 755 M758 N1578 F4 Rod bracing HBrace BAR A36 rod bracing Typical 756 M759 N1577 F3 Rod bracing HBrace BAR A36 rod bracing Typical 757 M760 N1575 F10 Rod bracing HBrace BAR A36 rod bracing Typical 758 M761 N1257 N1294 Rod bracing HBrace BAR A36 rod bracing Typical 759 M762 N1314 N1257 Rod bracing HBrace BAR A36 rod bracing Typical 760 M763 N1329 N1279 Rod bracing HBrace BAR A36 rod bracing Typical 761 M764 N1260 D10 Rod bracing HBrace BAR A36 rod bracing Typical 762 M765 N1267 N1323 Rod bracing HBrace BAR A36 rod bracing Typical 763 M766 N1237 N1286 Rod bracing HBrace BAR A36 rod bracing Typical 764 M767 N1300 C9 Rod bracing HBrace BAR A36 rod bracing Typical 765 M768 N1285 N1233 Rod bracing HBrace BAR A36 rod bracing Typical 766 M769 D10 N1267 Rod bracing HBrace BAR A36 rod bracing Typical 767 M770 N1332 N1275 Rod bracing HBrace BAR A36 rod bracing Typical 768 M771 N1244 N1300 Rod bracing HBrace BAR A36 rod bracing Typical 769 M772 N1297 N1240 Rod bracing HBrace BAR A36 rod bracing Typical 770 M773 N1268 N1320 Rod bracing HBrace BAR A36 rod bracing Typical 771 M774 N1310 N1260 Rod bracing HBrace BAR A36 rod bracing Typical 772 M775 N1240 N1310 Rod bracing HBrace BAR A36 rod bracing Typical 773 M777 N1273 N1329 Rod bracing HBrace BAR A36 rod bracing Typical 774 M778 N1245 N1297 Rod bracing HBrace BAR A36 rod bracing Typical 775 M779 N1327 N1268 Rod bracing HBrace BAR A36 rod bracing Typical 776 M780 N1291 A9 Rod bracing HBrace BAR A36 rod bracing Typical 777 M781 N1603 D10 Rod bracing HBrace BAR A36 rod bracing Typical 778 M782 N1233 N1291 Rod bracing HBrace BAR A36 rod bracing Typical 779 M783 N1305 N1253 Rod bracing HBrace BAR A36 rod bracing Typical 780 M784 A10 N1237 Rod bracing HBrace BAR A36 rod bracing Typical 781 M785 N1286 N1231 Rod bracing HBrace BAR A36 rod bracing Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 45 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 782 M786 N1231 N1307 Rod bracing HBrace BAR A36 rod bracing Typical 783 M787 N1307 N1252 Rod bracing HBrace BAR A36 rod bracing Typical 784 M788 N1252 C10 Rod bracing HBrace BAR A36 rod bracing Typical 785 M789 C10 N1245 Rod bracing HBrace BAR A36 rod bracing Typical 786 M790 N1323 N1273 Rod bracing HBrace BAR A36 rod bracing Typical 787 M791 F9 N1332 Rod bracing HBrace BAR A36 rod bracing Typical 788 M792 N1275 N1327 Rod bracing HBrace BAR A36 rod bracing Typical 789 M793 N1320 D9 Rod bracing HBrace BAR A36 rod bracing Typical 790 M795 D9 N1314 Rod bracing HBrace BAR A36 rod bracing Typical 791 M796 N1294 N1244 Rod bracing HBrace BAR A36 rod bracing Typical 792 M797 C9 N1305 Rod bracing HBrace BAR A36 rod bracing Typical 793 M798 N1253 N1285 Rod bracing HBrace BAR A36 rod bracing Typical 794 M799 N1596 C10 Rod bracing HBrace BAR A36 rod bracing Typical 795 M800 N1597 C9 Rod bracing HBrace BAR A36 rod bracing Typical 796 M801 N1604 D9 Rod bracing HBrace BAR A36 rod bracing Typical 797 M802 N1576 F9 Rod bracing HBrace BAR A36 rod bracing Typical 798 M803 N1279 F10 Rod bracing HBrace BAR A36 rod bracing Typical 799 M804 N1585 A7 Rod bracing HBrace BAR A36 rod bracing Typical 800 M805 N1581 A6 Rod bracing HBrace BAR A36 rod bracing Typical 801 M806 A6 N1128 Rod bracing HBrace BAR A36 rod bracing Typical 802 M807 N1128 N1070 Rod bracing HBrace BAR A36 rod bracing Typical 803 M808 N1070 N1122 Rod bracing HBrace BAR A36 rod bracing Typical 804 M809 N1122 N1092 Rod bracing HBrace BAR A36 rod bracing Typical 805 M810 N1092 N1144 Rod bracing HBrace BAR A36 rod bracing Typical 806 M811 N1144 C6 Rod bracing HBrace BAR A36 rod bracing Typical 807 M812 C6 N1138 Rod bracing HBrace BAR A36 rod bracing Typical 808 M813 N1138 N1082 Rod bracing HBrace BAR A36 rod bracing Typical 809 M814 N1082 N1132 Rod bracing HBrace BAR A36 rod bracing Typical 810 M815 N1132 N1095 Rod bracing HBrace BAR A36 rod bracing Typical 811 M816 N1095 N1152 Rod bracing HBrace BAR A36 rod bracing Typical 812 M817 N1152 D6 Rod bracing HBrace BAR A36 rod bracing Typical 813 M818 D6 N1158 Rod bracing HBrace BAR A36 rod bracing Typical 814 M819 N1158 N1107 Rod bracing HBrace BAR A36 rod bracing Typical 815 M820 N1107 N1164 Rod bracing HBrace BAR A36 rod bracing Typical 816 M821 N1164 N1113 Rod bracing HBrace BAR A36 rod bracing Typical 817 M822 N1113 N1171 Rod bracing HBrace BAR A36 rod bracing Typical 818 M823 N1171 F6 Rod bracing HBrace BAR A36 rod bracing Typical 819 M824 N1579 F7 Rod bracing HBrace BAR A36 rod bracing Typical 820 M825 N1580 F6 Rod bracing HBrace BAR A36 rod bracing Typical 821 M826 F7 N1116 Rod bracing HBrace BAR A36 rod bracing Typical 822 M827 N1116 N1166 Rod bracing HBrace BAR A36 rod bracing Typical 823 M828 N1166 N1110 Rod bracing HBrace BAR A36 rod bracing Typical 824 M829 N1110 N1161 Rod bracing HBrace BAR A36 rod bracing Typical 825 M830 N1161 N1104 Rod bracing HBrace BAR A36 rod bracing Typical 826 M831 N1104 D7 Rod bracing HBrace BAR A36 rod bracing Typical 827 M832 D7 N1099 Rod bracing HBrace BAR A36 rod bracing Typical 828 M833 N1099 N1148 Rod bracing HBrace BAR A36 rod bracing Typical 829 M834 N1148 N1078 Rod bracing HBrace BAR A36 rod bracing Typical 830 M835 N1078 N1135 Rod bracing HBrace BAR A36 rod bracing Typical 831 M836 N1135 N1084 Rod bracing HBrace BAR A36 rod bracing Typical 832 M837 N1084 C7 Rod bracing HBrace BAR A36 rod bracing Typical 833 M838 C7 N1090 Rod bracing HBrace BAR A36 rod bracing Typical 834 M839 N1090 N1146 Rod bracing HBrace BAR A36 rod bracing Typical 835 M840 N1146 N1069 Rod bracing HBrace BAR A36 rod bracing Typical 836 M841 N1069 N1574 Rod bracing HBrace BAR A36 rod bracing Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 46 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 837 M842 N1574 N1074 Rod bracing HBrace BAR A36 rod bracing Typical 838 M843 N1074 A7 Rod bracing HBrace BAR A36 rod bracing Typical 839 M844 N1593 C7 Rod bracing HBrace BAR A36 rod bracing Typical 840 M845 N1594 C6 Rod bracing HBrace BAR A36 rod bracing Typical 841 M846 N1601 D7 Rod bracing HBrace BAR A36 rod bracing Typical 842 M847 N1602 D6 Rod bracing HBrace BAR A36 rod bracing Typical 843 M850 A3 A4 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 844 M851 F3 F4 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 845 M852 F6 F7 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 846 M855 A6 A7 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 847 M856 A9 A10 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 848 M859 F9 F10 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 849 M860 N1586 A11 Rod bracing HBrace BAR A36 rod bracing Typical 850 M861 N1583 A10 Rod bracing HBrace BAR A36 rod bracing Typical 851 M862 A10 A11 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 852 M863 N1595 C7 Rod bracing HBrace BAR A36 rod bracing Typical 853 M864 N1594 C8 Rod bracing HBrace BAR A36 rod bracing Typical 854 M865 N1595 C9 Rod bracing HBrace BAR A36 rod bracing Typical 855 M866 N1596 C8 Rod bracing HBrace BAR A36 rod bracing Typical 856 M867 N1593 C5 Rod bracing HBrace BAR A36 rod bracing Typical 857 M868 N1592 C6 Rod bracing HBrace BAR A36 rod bracing Typical 858 M869 N1592 C4 Rod bracing HBrace BAR A36 rod bracing Typical 859 M870 N1588 C5 Rod bracing HBrace BAR A36 rod bracing Typical 860 M871 N1600 D4 Rod bracing HBrace BAR A36 rod bracing Typical 861 M872 N1587 D5 Rod bracing HBrace BAR A36 rod bracing Typical 862 M873 N1600 D6 Rod bracing HBrace BAR A36 rod bracing Typical 863 M874 N1601 D5 Rod bracing HBrace BAR A36 rod bracing Typical 864 M875 N1589 D7 Rod bracing HBrace BAR A36 rod bracing Typical 865 M876 N1602 D8 Rod bracing HBrace BAR A36 rod bracing Typical 866 M877 N1603 D8 Rod bracing HBrace BAR A36 rod bracing Typical 867 M878 N1589 D9 Rod bracing HBrace BAR A36 rod bracing Typical 868 M879 N1590 D10 Rod bracing HBrace BAR A36 rod bracing Typical 869 M880 N1604 D11 Rod bracing HBrace BAR A36 rod bracing Typical 870 M881 N1598 C10 Rod bracing HBrace BAR A36 rod bracing Typical 871 M882 N1597 C11 Rod bracing HBrace BAR A36 rod bracing Typical 872 M883 C3 C4 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 873 M884 D3 D4 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 874 M885 C6 C7 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 875 M886 C9 C10 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 876 M887 D9 D10 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 877 M888 D6 D7 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 878 Col B2 B2B B2 Perimeter Column Column Wide Flange A572 Gr.50 Typical 879 Col E2 E2B E2 Perimeter Column Column Wide Flange A572 Gr.50 Typical 880 Col B14 B14B B14 Perimeter Column Column Wide Flange A572 Gr.50 Typical 881 M889 C12 C13 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 882 M890 A12 A13 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 883 M891 N1606 A13 Rod bracing HBrace BAR A36 rod bracing Typical 884 M892 N1607 A12 Rod bracing HBrace BAR A36 rod bracing Typical 885 M893 N1608 C13 Rod bracing HBrace BAR A36 rod bracing Typical 886 M894 N1609 C12 Rod bracing HBrace BAR A36 rod bracing Typical 887 M895 A12 N1410 Rod bracing HBrace BAR A36 rod bracing Typical 888 M896 N1410 N1383 Rod bracing HBrace BAR A36 rod bracing Typical 889 M897 N1383 N1404 Rod bracing HBrace BAR A36 rod bracing Typical 890 M898 N1404 N1401 Rod bracing HBrace BAR A36 rod bracing Typical 891 M899 N1401 N1423 Rod bracing HBrace BAR A36 rod bracing Typical 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 47 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 892 M900 N1423 C12 Rod bracing HBrace BAR A36 rod bracing Typical 893 M901 C12 N1417 Rod bracing HBrace BAR A36 rod bracing Typical 894 M902 N1417 N1390 Rod bracing HBrace BAR A36 rod bracing Typical 895 M903 N1414 N1392 Rod bracing HBrace BAR A36 rod bracing Typical 896 M904 N1392 C13 Rod bracing HBrace BAR A36 rod bracing Typical 897 M905 C13 N1398 Rod bracing HBrace BAR A36 rod bracing Typical 898 M906 N1398 N1425 Rod bracing HBrace BAR A36 rod bracing Typical 899 M907 N1425 N1380 Rod bracing HBrace BAR A36 rod bracing Typical 900 M908 N1380 N1407 Rod bracing HBrace BAR A36 rod bracing Typical 901 M909 N1407 N1387 Rod bracing HBrace BAR A36 rod bracing Typical 902 M910 N1387 A13 Rod bracing HBrace BAR A36 rod bracing Typical 903 M911 C11 C10 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 904 M912 C9 C8 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 905 M913 C8 C7 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 906 M914 C6 C5 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 907 M915 C5 C4 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 908 M916 D11 D10 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 909 M917 D9 D8 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 910 M918 D8 D7 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 911 M919 D6 D5 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical 912 M920 D5 D4 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical Frame / HR Seismic Design Rule Label Frame TypeColumn DuctilityColumn OverstrengthBeam DuctilityConnectionBeam OverstrengthZ FactorHinge Location [in]Brace DuctilityBrace Overstrength KL/r 1 OCBF OCBF Minimal Yes Minimal Other/None Yes N/A N/A Minimal Yes 2 SCBF SCBF High Yes High Other/None Yes N/A N/A High Yes 3 OMF OMF Minimal Yes Minimal BUEEP 12 N/A 4 IMF IMF Moderate Yes Moderate BFP 12 N/A 5 SMF-RBS SMF High Yes High RBS 0.685 14.625 N/A 6 SMF-KaiserB SMF High Yes High KBB-B 12 N/A 7 SMF-KaiserW SMF High Yes High KBB-W 12 N/A 8 SMF-BSEEP SMF High Yes High BSEEP 12 N/A 9 SMF-WUF-W SMF High Yes High WUF-W N/A Member Distributed Loads (BLC 2 : Solar panels) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P15-12 Y -8.2 -8.2 0 %100 2 P9-12 Y -8.2 -8.2 0 %100 3 P5-3 Y -8.2 -8.2 0 %100 4 P18-1 Y -8.2 -8.2 0 %100 5 P13-7 Y -8.2 -8.2 0 %100 6 P15-7 Y -8.2 -8.2 0 %100 7 P28-3 Y -8.2 -8.2 0 %100 8 P5-11 Y -8.2 -8.2 0 %100 9 P14-6 Y -8.2 -8.2 0 %100 10 P34-2 Y -8.2 -8.2 0 %100 11 P44-3 Y -8.2 -8.2 0 %100 12 P16-10 Y -8.2 -8.2 0 %100 13 P11-2 Y -8.2 -8.2 0 %100 14 P4-9 Y -8.2 -8.2 0 %100 15 P43-8 Y -8.2 -8.2 0 %100 16 P40-2 Y -8.2 -8.2 0 %100 17 P36-4 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 48 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 18 P7-10 Y -8.2 -8.2 0 %100 19 P33-5 Y -8.2 -8.2 0 %100 20 P26-9 Y -8.2 -8.2 0 %100 21 P26-5 Y -8.2 -8.2 0 %100 22 P48-9 Y -8.2 -8.2 0 %100 23 P18-3 Y -8.2 -8.2 0 %100 24 P9-3 Y -8.2 -8.2 0 %100 25 P54-5 Y -8.2 -8.2 0 %100 26 P10-13 Y -8.2 -8.2 0 %100 27 P7-11 Y -8.2 -8.2 0 %100 28 P44-9 Y -8.2 -8.2 0 %100 29 P52-8 Y -8.2 -8.2 0 %100 30 P2-11 Y -8.2 -8.2 0 %100 31 P8-8 Y -8.2 -8.2 0 %100 32 P43-7 Y -8.2 -8.2 0 %100 33 P11-8 Y -8.2 -8.2 0 %100 34 P10-1 Y -8.2 -8.2 0 %100 35 P17-9 Y -8.2 -8.2 0 %100 36 P3-2 Y -8.2 -8.2 0 %100 37 P41-5 Y -8.2 -8.2 0 %100 38 P42-7 Y -8.2 -8.2 0 %100 39 P21-1 Y -8.2 -8.2 0 %100 40 P21-12 Y -8.2 -8.2 0 %100 41 P17-10 Y -8.2 -8.2 0 %100 42 P29-10 Y -8.2 -8.2 0 %100 43 P21-6 Y -8.2 -8.2 0 %100 44 P24-5 Y -8.2 -8.2 0 %100 45 P17-1 Y -8.2 -8.2 0 %100 46 P3-10 Y -8.2 -8.2 0 %100 47 P14-1 Y -8.2 -8.2 0 %100 48 P19-3 Y -8.2 -8.2 0 %100 49 P15-13 Y -8.2 -8.2 0 %100 50 P22-11 Y -8.2 -8.2 0 %100 51 P39-7 Y -8.2 -8.2 0 %100 52 P8-6 Y -8.2 -8.2 0 %100 53 P32-10 Y -8.2 -8.2 0 %100 54 P30-1 Y -8.2 -8.2 0 %100 55 P19-9 Y -8.2 -8.2 0 %100 56 P29-8 Y -8.2 -8.2 0 %100 57 P12-6 Y -8.2 -8.2 0 %100 58 P50-9 Y -8.2 -8.2 0 %100 59 P2-8 Y -8.2 -8.2 0 %100 60 P7-6 Y -8.2 -8.2 0 %100 61 P53-5 Y -8.2 -8.2 0 %100 62 P18-5 Y -8.2 -8.2 0 %100 63 P37-8 Y -8.2 -8.2 0 %100 64 P11-5 Y -8.2 -8.2 0 %100 65 P24-3 Y -8.2 -8.2 0 %100 66 P23-7 Y -8.2 -8.2 0 %100 67 P51-8 Y -8.2 -8.2 0 %100 68 P16-7 Y -8.2 -8.2 0 %100 69 P24-4 Y -8.2 -8.2 0 %100 70 P38-10 Y -8.2 -8.2 0 %100 71 P21-11 Y -8.2 -8.2 0 %100 72 P13-12 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 49 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 73 P2-9 Y -8.2 -8.2 0 %100 74 P5-2 Y -8.2 -8.2 0 %100 75 P5-5 Y -8.2 -8.2 0 %100 76 P19-8 Y -8.2 -8.2 0 %100 77 P28-9 Y -8.2 -8.2 0 %100 78 P20-8 Y -8.2 -8.2 0 %100 79 P27-6 Y -8.2 -8.2 0 %100 80 P34-10 Y -8.2 -8.2 0 %100 81 P27-1 Y -8.2 -8.2 0 %100 82 P27-9 Y -8.2 -8.2 0 %100 83 P27-2 Y -8.2 -8.2 0 %100 84 P10-5 Y -8.2 -8.2 0 %100 85 P27-3 Y -8.2 -8.2 0 %100 86 P2-13 Y -8.2 -8.2 0 %100 87 P10-12 Y -8.2 -8.2 0 %100 88 P13-11 Y -8.2 -8.2 0 %100 89 P25-9 Y -8.2 -8.2 0 %100 90 P27-4 Y -8.2 -8.2 0 %100 91 P27-5 Y -8.2 -8.2 0 %100 92 P36-10 Y -8.2 -8.2 0 %100 93 P48-6 Y -8.2 -8.2 0 %100 94 P3-8 Y -8.2 -8.2 0 %100 95 P7-9 Y -8.2 -8.2 0 %100 96 P13-6 Y -8.2 -8.2 0 %100 97 P47-4 Y -8.2 -8.2 0 %100 98 P27-8 Y -8.2 -8.2 0 %100 99 P9-7 Y -8.2 -8.2 0 %100 100 P28-2 Y -8.2 -8.2 0 %100 101 P14-5 Y -8.2 -8.2 0 %100 102 P12-1 Y -8.2 -8.2 0 %100 103 P28-4 Y -8.2 -8.2 0 %100 104 P9-14 Y -8.2 -8.2 0 %100 105 P38-4 Y -8.2 -8.2 0 %100 106 P23-12 Y -8.2 -8.2 0 %100 107 P28-5 Y -8.2 -8.2 0 %100 108 P5-6 Y -8.2 -8.2 0 %100 109 P14-13 Y -8.2 -8.2 0 %100 110 P13-8 Y -8.2 -8.2 0 %100 111 P26-6 Y -8.2 -8.2 0 %100 112 P30-5 Y -8.2 -8.2 0 %100 113 P26-4 Y -8.2 -8.2 0 %100 114 P2-12 Y -8.2 -8.2 0 %100 115 P25-2 Y -8.2 -8.2 0 %100 116 P30-9 Y -8.2 -8.2 0 %100 117 P53-6 Y -8.2 -8.2 0 %100 118 P25-6 Y -8.2 -8.2 0 %100 119 P41-2 Y -8.2 -8.2 0 %100 120 P8-13 Y -8.2 -8.2 0 %100 121 P42-5 Y -8.2 -8.2 0 %100 122 P25-7 Y -8.2 -8.2 0 %100 123 P6-4 Y -8.2 -8.2 0 %100 124 P50-6 Y -8.2 -8.2 0 %100 125 P25-10 Y -8.2 -8.2 0 %100 126 P45-3 Y -8.2 -8.2 0 %100 127 P23-2 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 50 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 128 P14-9 Y -8.2 -8.2 0 %100 129 P48-3 Y -8.2 -8.2 0 %100 130 P30-6 Y -8.2 -8.2 0 %100 131 P19-12 Y -8.2 -8.2 0 %100 132 P1-2 Y -8.2 -8.2 0 %100 133 P29-3 Y -8.2 -8.2 0 %100 134 P17-11 Y -8.2 -8.2 0 %100 135 P30-3 Y -8.2 -8.2 0 %100 136 P29-4 Y -8.2 -8.2 0 %100 137 P33-7 Y -8.2 -8.2 0 %100 138 P12-14 Y -8.2 -8.2 0 %100 139 P29-5 Y -8.2 -8.2 0 %100 140 P43-2 Y -8.2 -8.2 0 %100 141 P48-4 Y -8.2 -8.2 0 %100 142 P29-6 Y -8.2 -8.2 0 %100 143 P12-9 Y -8.2 -8.2 0 %100 144 P32-7 Y -8.2 -8.2 0 %100 145 P29-7 Y -8.2 -8.2 0 %100 146 P37-5 Y -8.2 -8.2 0 %100 147 P21-4 Y -8.2 -8.2 0 %100 148 P30-8 Y -8.2 -8.2 0 %100 149 P6-14 Y -8.2 -8.2 0 %100 150 P30-10 Y -8.2 -8.2 0 %100 151 P23-9 Y -8.2 -8.2 0 %100 152 P19-1 Y -8.2 -8.2 0 %100 153 P21-2 Y -8.2 -8.2 0 %100 154 P23-3 Y -8.2 -8.2 0 %100 155 P6-6 Y -8.2 -8.2 0 %100 156 P16-4 Y -8.2 -8.2 0 %100 157 P23-10 Y -8.2 -8.2 0 %100 158 P24-10 Y -8.2 -8.2 0 %100 159 P15-1 Y -8.2 -8.2 0 %100 160 P7-7 Y -8.2 -8.2 0 %100 161 P23-11 Y -8.2 -8.2 0 %100 162 P51-4 Y -8.2 -8.2 0 %100 163 P23-13 Y -8.2 -8.2 0 %100 164 P12-11 Y -8.2 -8.2 0 %100 165 P6-1 Y -8.2 -8.2 0 %100 166 P21-8 Y -8.2 -8.2 0 %100 167 P21-13 Y -8.2 -8.2 0 %100 168 P31-6 Y -8.2 -8.2 0 %100 169 P22-9 Y -8.2 -8.2 0 %100 170 P54-2 Y -8.2 -8.2 0 %100 171 P6-9 Y -8.2 -8.2 0 %100 172 P50-3 Y -8.2 -8.2 0 %100 173 P53-4 Y -8.2 -8.2 0 %100 174 P53-7 Y -8.2 -8.2 0 %100 175 P54-8 Y -8.2 -8.2 0 %100 176 P6-11 Y -8.2 -8.2 0 %100 177 P32-6 Y -8.2 -8.2 0 %100 178 P22-6 Y -8.2 -8.2 0 %100 179 P11-14 Y -8.2 -8.2 0 %100 180 P17-3 Y -8.2 -8.2 0 %100 181 P22-2 Y -8.2 -8.2 0 %100 182 P21-3 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 51 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 183 P20-12 Y -8.2 -8.2 0 %100 184 P22-3 Y -8.2 -8.2 0 %100 185 P31-5 Y -8.2 -8.2 0 %100 186 P5-1 Y -8.2 -8.2 0 %100 187 P21-5 Y -8.2 -8.2 0 %100 188 P21-7 Y -8.2 -8.2 0 %100 189 P16-2 Y -8.2 -8.2 0 %100 190 P44-4 Y -8.2 -8.2 0 %100 191 P22-13 Y -8.2 -8.2 0 %100 192 P34-4 Y -8.2 -8.2 0 %100 193 P20-9 Y -8.2 -8.2 0 %100 194 P35-8 Y -8.2 -8.2 0 %100 195 P45-8 Y -8.2 -8.2 0 %100 196 P41-4 Y -8.2 -8.2 0 %100 197 P19-4 Y -8.2 -8.2 0 %100 198 P12-13 Y -8.2 -8.2 0 %100 199 P3-9 Y -8.2 -8.2 0 %100 200 P4-5 Y -8.2 -8.2 0 %100 201 P36-5 Y -8.2 -8.2 0 %100 202 P53-2 Y -8.2 -8.2 0 %100 203 P19-11 Y -8.2 -8.2 0 %100 204 P37-4 Y -8.2 -8.2 0 %100 205 P20-11 Y -8.2 -8.2 0 %100 206 P33-3 Y -8.2 -8.2 0 %100 207 P19-7 Y -8.2 -8.2 0 %100 208 P19-10 Y -8.2 -8.2 0 %100 209 P39-4 Y -8.2 -8.2 0 %100 210 P2-7 Y -8.2 -8.2 0 %100 211 P8-10 Y -8.2 -8.2 0 %100 212 P10-3 Y -8.2 -8.2 0 %100 213 P17-5 Y -8.2 -8.2 0 %100 214 P33-9 Y -8.2 -8.2 0 %100 215 P17-13 Y -8.2 -8.2 0 %100 216 P54-6 Y -8.2 -8.2 0 %100 217 P17-2 Y -8.2 -8.2 0 %100 218 P18-9 Y -8.2 -8.2 0 %100 219 P47-9 Y -8.2 -8.2 0 %100 220 P18-10 Y -8.2 -8.2 0 %100 221 P31-4 Y -8.2 -8.2 0 %100 222 P48-5 Y -8.2 -8.2 0 %100 223 P13-3 Y -8.2 -8.2 0 %100 224 P18-4 Y -8.2 -8.2 0 %100 225 P18-11 Y -8.2 -8.2 0 %100 226 P14-8 Y -8.2 -8.2 0 %100 227 P18-12 Y -8.2 -8.2 0 %100 228 P3-5 Y -8.2 -8.2 0 %100 229 P52-3 Y -8.2 -8.2 0 %100 230 P43-6 Y -8.2 -8.2 0 %100 231 P17-7 Y -8.2 -8.2 0 %100 232 P52-9 Y -8.2 -8.2 0 %100 233 P35-1 Y -8.2 -8.2 0 %100 234 P18-8 Y -8.2 -8.2 0 %100 235 P11-6 Y -8.2 -8.2 0 %100 236 P5-10 Y -8.2 -8.2 0 %100 237 P15-6 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 52 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 238 P1-5 Y -8.2 -8.2 0 %100 239 P38-6 Y -8.2 -8.2 0 %100 240 P40-10 Y -8.2 -8.2 0 %100 241 P15-3 Y -8.2 -8.2 0 %100 242 P16-14 Y -8.2 -8.2 0 %100 243 P16-8 Y -8.2 -8.2 0 %100 244 P13-9 Y -8.2 -8.2 0 %100 245 P7-3 Y -8.2 -8.2 0 %100 246 P6-5 Y -8.2 -8.2 0 %100 247 P13-10 Y -8.2 -8.2 0 %100 248 P14-4 Y -8.2 -8.2 0 %100 249 P45-2 Y -8.2 -8.2 0 %100 250 P7-4 Y -8.2 -8.2 0 %100 251 P11-3 Y -8.2 -8.2 0 %100 252 P33-1 Y -8.2 -8.2 0 %100 253 P12-2 Y -8.2 -8.2 0 %100 254 P12-5 Y -8.2 -8.2 0 %100 255 P3-4 Y -8.2 -8.2 0 %100 256 P2-3 Y -8.2 -8.2 0 %100 257 P45-4 Y -8.2 -8.2 0 %100 258 P12-12 Y -8.2 -8.2 0 %100 259 P31-3 Y -8.2 -8.2 0 %100 260 P3-6 Y -8.2 -8.2 0 %100 261 P12-8 Y -8.2 -8.2 0 %100 262 P9-9 Y -8.2 -8.2 0 %100 263 P44-1 Y -8.2 -8.2 0 %100 264 P9-4 Y -8.2 -8.2 0 %100 265 P39-5 Y -8.2 -8.2 0 %100 266 P10-7 Y -8.2 -8.2 0 %100 267 P7-5 Y -8.2 -8.2 0 %100 268 P5-14 Y -8.2 -8.2 0 %100 269 P9-13 Y -8.2 -8.2 0 %100 270 P1-13 Y -8.2 -8.2 0 %100 271 P2-2 Y -8.2 -8.2 0 %100 272 P8-12 Y -8.2 -8.2 0 %100 273 P5-7 Y -8.2 -8.2 0 %100 274 P2-5 Y -8.2 -8.2 0 %100 275 P5-13 Y -8.2 -8.2 0 %100 276 P8-4 Y -8.2 -8.2 0 %100 277 P31-10 Y -8.2 -8.2 0 %100 278 P7-8 Y -8.2 -8.2 0 %100 279 P39-3 Y -8.2 -8.2 0 %100 280 P7-12 Y -8.2 -8.2 0 %100 281 P1-3 Y -8.2 -8.2 0 %100 282 P7-2 Y -8.2 -8.2 0 %100 283 P6-10 Y -8.2 -8.2 0 %100 284 P3-13 Y -8.2 -8.2 0 %100 285 P5-12 Y -8.2 -8.2 0 %100 286 P38-5 Y -8.2 -8.2 0 %100 287 P5-8 Y -8.2 -8.2 0 %100 288 P42-9 Y -8.2 -8.2 0 %100 289 P45-9 Y -8.2 -8.2 0 %100 290 P5-9 Y -8.2 -8.2 0 %100 291 P4-8 Y -8.2 -8.2 0 %100 292 P4-10 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 53 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 293 P4-12 Y -8.2 -8.2 0 %100 294 P52-6 Y -8.2 -8.2 0 %100 295 P1-11 Y -8.2 -8.2 0 %100 296 P4-13 Y -8.2 -8.2 0 %100 297 P46-3 Y -8.2 -8.2 0 %100 298 P19-14 Y -8.2 -8.2 0 %100 299 P20-14 Y -8.2 -8.2 0 %100 300 P31-8 Y -8.2 -8.2 0 %100 301 P14-14 Y -8.2 -8.2 0 %100 302 P32-2 Y -8.2 -8.2 0 %100 303 P53-8 Y -8.2 -8.2 0 %100 304 P13-14 Y -8.2 -8.2 0 %100 305 P1-6 Y -8.2 -8.2 0 %100 306 P46-4 Y -8.2 -8.2 0 %100 307 P34-9 Y -8.2 -8.2 0 %100 308 P38-2 Y -8.2 -8.2 0 %100 309 P2-4 Y -8.2 -8.2 0 %100 310 P41-7 Y -8.2 -8.2 0 %100 311 P37-7 Y -8.2 -8.2 0 %100 312 P1-10 Y -8.2 -8.2 0 %100 313 P35-6 Y -8.2 -8.2 0 %100 314 P32-9 Y -8.2 -8.2 0 %100 315 P37-2 Y -8.2 -8.2 0 %100 316 P32-8 Y -8.2 -8.2 0 %100 317 P39-1 Y -8.2 -8.2 0 %100 318 P34-3 Y -8.2 -8.2 0 %100 319 P35-10 Y -8.2 -8.2 0 %100 320 P33-2 Y -8.2 -8.2 0 %100 321 P37-9 Y -8.2 -8.2 0 %100 322 P50-8 Y -8.2 -8.2 0 %100 323 P36-7 Y -8.2 -8.2 0 %100 324 P51-7 Y -8.2 -8.2 0 %100 325 P41-1 Y -8.2 -8.2 0 %100 326 P36-6 Y -8.2 -8.2 0 %100 327 P38-8 Y -8.2 -8.2 0 %100 328 P48-8 Y -8.2 -8.2 0 %100 329 P38-7 Y -8.2 -8.2 0 %100 330 P40-4 Y -8.2 -8.2 0 %100 331 P38-3 Y -8.2 -8.2 0 %100 332 P41-6 Y -8.2 -8.2 0 %100 333 P37-3 Y -8.2 -8.2 0 %100 334 P40-1 Y -8.2 -8.2 0 %100 335 P53-9 Y -8.2 -8.2 0 %100 336 P40-8 Y -8.2 -8.2 0 %100 337 P42-8 Y -8.2 -8.2 0 %100 338 P42-6 Y -8.2 -8.2 0 %100 339 P42-2 Y -8.2 -8.2 0 %100 340 P48-7 Y -8.2 -8.2 0 %100 341 P46-2 Y -8.2 -8.2 0 %100 342 P46-1 Y -8.2 -8.2 0 %100 343 P44-5 Y -8.2 -8.2 0 %100 344 P35-3 Y -8.2 -8.2 0 %100 345 P8-11 Y -8.2 -8.2 0 %100 346 P28-8 Y -8.2 -8.2 0 %100 347 P32-5 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 54 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 348 P3-3 Y -8.2 -8.2 0 %100 349 P20-5 Y -8.2 -8.2 0 %100 350 P35-9 Y -8.2 -8.2 0 %100 351 P12-4 Y -8.2 -8.2 0 %100 352 P7-14 Y -8.2 -8.2 0 %100 353 P3-11 Y -8.2 -8.2 0 %100 354 P43-4 Y -8.2 -8.2 0 %100 355 P35-4 Y -8.2 -8.2 0 %100 356 P24-13 Y -8.2 -8.2 0 %100 357 P15-4 Y -8.2 -8.2 0 %100 358 P20-10 Y -8.2 -8.2 0 %100 359 P20-3 Y -8.2 -8.2 0 %100 360 P48-1 Y -8.2 -8.2 0 %100 361 P44-7 Y -8.2 -8.2 0 %100 362 P28-10 Y -8.2 -8.2 0 %100 363 P36-1 Y -8.2 -8.2 0 %100 364 P11-7 Y -8.2 -8.2 0 %100 365 P19-13 Y -8.2 -8.2 0 %100 366 P7-13 Y -8.2 -8.2 0 %100 367 P23-6 Y -8.2 -8.2 0 %100 368 P52-2 Y -8.2 -8.2 0 %100 369 P24-7 Y -8.2 -8.2 0 %100 370 P24-11 Y -8.2 -8.2 0 %100 371 P11-9 Y -8.2 -8.2 0 %100 372 P19-2 Y -8.2 -8.2 0 %100 373 P51-9 Y -8.2 -8.2 0 %100 374 P28-6 Y -8.2 -8.2 0 %100 375 P47-3 Y -8.2 -8.2 0 %100 376 P15-11 Y -8.2 -8.2 0 %100 377 P39-9 Y -8.2 -8.2 0 %100 378 P24-12 Y -8.2 -8.2 0 %100 379 P15-2 Y -8.2 -8.2 0 %100 380 P24-2 Y -8.2 -8.2 0 %100 381 P20-2 Y -8.2 -8.2 0 %100 382 P20-1 Y -8.2 -8.2 0 %100 383 P31-9 Y -8.2 -8.2 0 %100 384 P24-14 Y -8.2 -8.2 0 %100 385 P39-2 Y -8.2 -8.2 0 %100 386 P28-7 Y -8.2 -8.2 0 %100 387 P28-1 Y -8.2 -8.2 0 %100 388 P51-3 Y -8.2 -8.2 0 %100 389 P32-3 Y -8.2 -8.2 0 %100 390 P11-12 Y -8.2 -8.2 0 %100 391 P16-3 Y -8.2 -8.2 0 %100 392 P20-4 Y -8.2 -8.2 0 %100 393 P31-2 Y -8.2 -8.2 0 %100 394 P8-3 Y -8.2 -8.2 0 %100 395 P24-1 Y -8.2 -8.2 0 %100 396 P20-7 Y -8.2 -8.2 0 %100 397 P27-7 Y -8.2 -8.2 0 %100 398 P27-10 Y -8.2 -8.2 0 %100 399 P16-6 Y -8.2 -8.2 0 %100 400 P11-10 Y -8.2 -8.2 0 %100 401 P11-11 Y -8.2 -8.2 0 %100 402 P23-8 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 55 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 403 P24-9 Y -8.2 -8.2 0 %100 404 P8-14 Y -8.2 -8.2 0 %100 405 P24-6 Y -8.2 -8.2 0 %100 406 P23-1 Y -8.2 -8.2 0 %100 407 P23-4 Y -8.2 -8.2 0 %100 408 P23-5 Y -8.2 -8.2 0 %100 409 P15-8 Y -8.2 -8.2 0 %100 410 P24-8 Y -8.2 -8.2 0 %100 411 P11-13 Y -8.2 -8.2 0 %100 412 P20-6 Y -8.2 -8.2 0 %100 413 P19-5 Y -8.2 -8.2 0 %100 414 P19-6 Y -8.2 -8.2 0 %100 415 P20-13 Y -8.2 -8.2 0 %100 416 P31-7 Y -8.2 -8.2 0 %100 417 P16-9 Y -8.2 -8.2 0 %100 418 P32-1 Y -8.2 -8.2 0 %100 419 P16-13 Y -8.2 -8.2 0 %100 420 P16-1 Y -8.2 -8.2 0 %100 421 P12-7 Y -8.2 -8.2 0 %100 422 P16-12 Y -8.2 -8.2 0 %100 423 P4-2 Y -8.2 -8.2 0 %100 424 P15-10 Y -8.2 -8.2 0 %100 425 P15-5 Y -8.2 -8.2 0 %100 426 P16-11 Y -8.2 -8.2 0 %100 427 P16-5 Y -8.2 -8.2 0 %100 428 P15-9 Y -8.2 -8.2 0 %100 429 P7-1 Y -8.2 -8.2 0 %100 430 P12-10 Y -8.2 -8.2 0 %100 431 P8-7 Y -8.2 -8.2 0 %100 432 P11-1 Y -8.2 -8.2 0 %100 433 P11-4 Y -8.2 -8.2 0 %100 434 P12-3 Y -8.2 -8.2 0 %100 435 P3-7 Y -8.2 -8.2 0 %100 436 P4-11 Y -8.2 -8.2 0 %100 437 P8-2 Y -8.2 -8.2 0 %100 438 P8-9 Y -8.2 -8.2 0 %100 439 P8-5 Y -8.2 -8.2 0 %100 440 P8-1 Y -8.2 -8.2 0 %100 441 P4-3 Y -8.2 -8.2 0 %100 442 P4-4 Y -8.2 -8.2 0 %100 443 P4-6 Y -8.2 -8.2 0 %100 444 P3-12 Y -8.2 -8.2 0 %100 445 P4-7 Y -8.2 -8.2 0 %100 446 P23-14 Y -8.2 -8.2 0 %100 447 P15-14 Y -8.2 -8.2 0 %100 448 P32-4 Y -8.2 -8.2 0 %100 449 P31-1 Y -8.2 -8.2 0 %100 450 P36-3 Y -8.2 -8.2 0 %100 451 P36-8 Y -8.2 -8.2 0 %100 452 P36-9 Y -8.2 -8.2 0 %100 453 P35-5 Y -8.2 -8.2 0 %100 454 P35-2 Y -8.2 -8.2 0 %100 455 P36-2 Y -8.2 -8.2 0 %100 456 P35-7 Y -8.2 -8.2 0 %100 457 P39-6 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 56 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 458 P40-9 Y -8.2 -8.2 0 %100 459 P40-3 Y -8.2 -8.2 0 %100 460 P40-7 Y -8.2 -8.2 0 %100 461 P39-10 Y -8.2 -8.2 0 %100 462 P39-8 Y -8.2 -8.2 0 %100 463 P40-5 Y -8.2 -8.2 0 %100 464 P40-6 Y -8.2 -8.2 0 %100 465 P44-8 Y -8.2 -8.2 0 %100 466 P43-3 Y -8.2 -8.2 0 %100 467 P43-9 Y -8.2 -8.2 0 %100 468 P43-5 Y -8.2 -8.2 0 %100 469 P43-1 Y -8.2 -8.2 0 %100 470 P44-6 Y -8.2 -8.2 0 %100 471 P44-2 Y -8.2 -8.2 0 %100 472 P47-5 Y -8.2 -8.2 0 %100 473 P47-1 Y -8.2 -8.2 0 %100 474 P47-8 Y -8.2 -8.2 0 %100 475 P48-2 Y -8.2 -8.2 0 %100 476 P47-7 Y -8.2 -8.2 0 %100 477 P47-2 Y -8.2 -8.2 0 %100 478 P47-6 Y -8.2 -8.2 0 %100 479 P52-7 Y -8.2 -8.2 0 %100 480 P51-5 Y -8.2 -8.2 0 %100 481 P51-2 Y -8.2 -8.2 0 %100 482 P52-4 Y -8.2 -8.2 0 %100 483 P52-5 Y -8.2 -8.2 0 %100 484 P51-6 Y -8.2 -8.2 0 %100 485 P1-8 Y -8.2 -8.2 0 %100 486 P54-7 Y -8.2 -8.2 0 %100 487 P13-4 Y -8.2 -8.2 0 %100 488 P13-5 Y -8.2 -8.2 0 %100 489 P50-5 Y -8.2 -8.2 0 %100 490 P54-3 Y -8.2 -8.2 0 %100 491 P38-1 Y -8.2 -8.2 0 %100 492 P14-7 Y -8.2 -8.2 0 %100 493 P10-4 Y -8.2 -8.2 0 %100 494 P14-11 Y -8.2 -8.2 0 %100 495 P10-9 Y -8.2 -8.2 0 %100 496 P22-12 Y -8.2 -8.2 0 %100 497 P50-4 Y -8.2 -8.2 0 %100 498 P41-9 Y -8.2 -8.2 0 %100 499 P33-4 Y -8.2 -8.2 0 %100 500 P10-14 Y -8.2 -8.2 0 %100 501 P14-10 Y -8.2 -8.2 0 %100 502 P49-1 Y -8.2 -8.2 0 %100 503 P2-10 Y -8.2 -8.2 0 %100 504 P21-14 Y -8.2 -8.2 0 %100 505 P46-9 Y -8.2 -8.2 0 %100 506 P9-5 Y -8.2 -8.2 0 %100 507 P6-12 Y -8.2 -8.2 0 %100 508 P22-8 Y -8.2 -8.2 0 %100 509 P10-8 Y -8.2 -8.2 0 %100 510 P46-6 Y -8.2 -8.2 0 %100 511 P37-6 Y -8.2 -8.2 0 %100 512 P34-8 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 57 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 513 P37-10 Y -8.2 -8.2 0 %100 514 P25-3 Y -8.2 -8.2 0 %100 515 P17-6 Y -8.2 -8.2 0 %100 516 P49-8 Y -8.2 -8.2 0 %100 517 P6-3 Y -8.2 -8.2 0 %100 518 P34-1 Y -8.2 -8.2 0 %100 519 P25-4 Y -8.2 -8.2 0 %100 520 P53-3 Y -8.2 -8.2 0 %100 521 P30-2 Y -8.2 -8.2 0 %100 522 P9-10 Y -8.2 -8.2 0 %100 523 P10-10 Y -8.2 -8.2 0 %100 524 P34-7 Y -8.2 -8.2 0 %100 525 P17-8 Y -8.2 -8.2 0 %100 526 P17-12 Y -8.2 -8.2 0 %100 527 P1-7 Y -8.2 -8.2 0 %100 528 P6-13 Y -8.2 -8.2 0 %100 529 P10-2 Y -8.2 -8.2 0 %100 530 P18-7 Y -8.2 -8.2 0 %100 531 P10-6 Y -8.2 -8.2 0 %100 532 P5-4 Y -8.2 -8.2 0 %100 533 P6-7 Y -8.2 -8.2 0 %100 534 P18-6 Y -8.2 -8.2 0 %100 535 P25-1 Y -8.2 -8.2 0 %100 536 P26-1 Y -8.2 -8.2 0 %100 537 P26-2 Y -8.2 -8.2 0 %100 538 P26-3 Y -8.2 -8.2 0 %100 539 P25-5 Y -8.2 -8.2 0 %100 540 P26-7 Y -8.2 -8.2 0 %100 541 P25-8 Y -8.2 -8.2 0 %100 542 P26-8 Y -8.2 -8.2 0 %100 543 P26-10 Y -8.2 -8.2 0 %100 544 P29-1 Y -8.2 -8.2 0 %100 545 P30-4 Y -8.2 -8.2 0 %100 546 P29-2 Y -8.2 -8.2 0 %100 547 P22-14 Y -8.2 -8.2 0 %100 548 P30-7 Y -8.2 -8.2 0 %100 549 P29-9 Y -8.2 -8.2 0 %100 550 P22-7 Y -8.2 -8.2 0 %100 551 P22-5 Y -8.2 -8.2 0 %100 552 P2-6 Y -8.2 -8.2 0 %100 553 P22-10 Y -8.2 -8.2 0 %100 554 P22-4 Y -8.2 -8.2 0 %100 555 P21-9 Y -8.2 -8.2 0 %100 556 P22-1 Y -8.2 -8.2 0 %100 557 P21-10 Y -8.2 -8.2 0 %100 558 P18-14 Y -8.2 -8.2 0 %100 559 P17-4 Y -8.2 -8.2 0 %100 560 P18-2 Y -8.2 -8.2 0 %100 561 P18-13 Y -8.2 -8.2 0 %100 562 P9-1 Y -8.2 -8.2 0 %100 563 P13-1 Y -8.2 -8.2 0 %100 564 P14-2 Y -8.2 -8.2 0 %100 565 P14-3 Y -8.2 -8.2 0 %100 566 P14-12 Y -8.2 -8.2 0 %100 567 P13-2 Y -8.2 -8.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 58 Member Distributed Loads (BLC 2 : Solar panels) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 568 P13-13 Y -8.2 -8.2 0 %100 569 P9-2 Y -8.2 -8.2 0 %100 570 P9-6 Y -8.2 -8.2 0 %100 571 P10-11 Y -8.2 -8.2 0 %100 572 P9-8 Y -8.2 -8.2 0 %100 573 P9-11 Y -8.2 -8.2 0 %100 574 P6-2 Y -8.2 -8.2 0 %100 575 P6-8 Y -8.2 -8.2 0 %100 576 P17-14 Y -8.2 -8.2 0 %100 577 P1-9 Y -8.2 -8.2 0 %100 578 P1-12 Y -8.2 -8.2 0 %100 579 P1-4 Y -8.2 -8.2 0 %100 580 P33-8 Y -8.2 -8.2 0 %100 581 P33-10 Y -8.2 -8.2 0 %100 582 P34-5 Y -8.2 -8.2 0 %100 583 P33-6 Y -8.2 -8.2 0 %100 584 P34-6 Y -8.2 -8.2 0 %100 585 P38-9 Y -8.2 -8.2 0 %100 586 P37-1 Y -8.2 -8.2 0 %100 587 P42-3 Y -8.2 -8.2 0 %100 588 P41-3 Y -8.2 -8.2 0 %100 589 P42-1 Y -8.2 -8.2 0 %100 590 P41-10 Y -8.2 -8.2 0 %100 591 P42-10 Y -8.2 -8.2 0 %100 592 P42-4 Y -8.2 -8.2 0 %100 593 P41-8 Y -8.2 -8.2 0 %100 594 P46-8 Y -8.2 -8.2 0 %100 595 P45-5 Y -8.2 -8.2 0 %100 596 P45-1 Y -8.2 -8.2 0 %100 597 P45-7 Y -8.2 -8.2 0 %100 598 P46-5 Y -8.2 -8.2 0 %100 599 P45-6 Y -8.2 -8.2 0 %100 600 P46-7 Y -8.2 -8.2 0 %100 601 P50-1 Y -8.2 -8.2 0 %100 602 P50-7 Y -8.2 -8.2 0 %100 603 P49-5 Y -8.2 -8.2 0 %100 604 P49-9 Y -8.2 -8.2 0 %100 605 P50-2 Y -8.2 -8.2 0 %100 606 P49-3 Y -8.2 -8.2 0 %100 607 P49-4 Y -8.2 -8.2 0 %100 608 P49-7 Y -8.2 -8.2 0 %100 609 P49-2 Y -8.2 -8.2 0 %100 610 P49-6 Y -8.2 -8.2 0 %100 611 P54-9 Y -8.2 -8.2 0 %100 612 P54-4 Y -8.2 -8.2 0 %100 Member Distributed Loads (BLC 3 : Lr) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P24-13 Y -41 -41 0 %100 2 P19-3 Y -41 -41 0 %100 3 P33-2 Y -41 -41 0 %100 4 P6-14 Y -41 -41 0 %100 5 P4-8 Y -41 -41 0 %100 6 P32-8 Y -41 -41 0 %100 7 P38-3 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 59 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 8 P27-3 Y -41 -41 0 %100 9 P3-5 Y -41 -41 0 %100 10 P52-7 Y -41 -41 0 %100 11 P23-8 Y -41 -41 0 %100 12 P33-9 Y -41 -41 0 %100 13 P2-13 Y -41 -41 0 %100 14 P7-2 Y -41 -41 0 %100 15 P23-1 Y -41 -41 0 %100 16 P35-8 Y -41 -41 0 %100 17 P3-4 Y -41 -41 0 %100 18 P38-5 Y -41 -41 0 %100 19 P53-6 Y -41 -41 0 %100 20 P54-2 Y -41 -41 0 %100 21 P32-1 Y -41 -41 0 %100 22 P9-5 Y -41 -41 0 %100 23 P22-2 Y -41 -41 0 %100 24 P27-7 Y -41 -41 0 %100 25 P8-8 Y -41 -41 0 %100 26 P4-4 Y -41 -41 0 %100 27 P49-3 Y -41 -41 0 %100 28 P13-7 Y -41 -41 0 %100 29 P3-11 Y -41 -41 0 %100 30 P4-2 Y -41 -41 0 %100 31 P8-12 Y -41 -41 0 %100 32 P41-7 Y -41 -41 0 %100 33 P10-7 Y -41 -41 0 %100 34 P3-10 Y -41 -41 0 %100 35 P17-8 Y -41 -41 0 %100 36 P4-11 Y -41 -41 0 %100 37 P21-8 Y -41 -41 0 %100 38 P7-3 Y -41 -41 0 %100 39 P5-10 Y -41 -41 0 %100 40 P18-11 Y -41 -41 0 %100 41 P16-11 Y -41 -41 0 %100 42 P12-14 Y -41 -41 0 %100 43 P47-3 Y -41 -41 0 %100 44 P22-11 Y -41 -41 0 %100 45 P46-5 Y -41 -41 0 %100 46 P15-14 Y -41 -41 0 %100 47 P43-2 Y -41 -41 0 %100 48 P30-10 Y -41 -41 0 %100 49 P14-10 Y -41 -41 0 %100 50 P21-11 Y -41 -41 0 %100 51 P16-4 Y -41 -41 0 %100 52 P34-9 Y -41 -41 0 %100 53 P18-10 Y -41 -41 0 %100 54 P23-4 Y -41 -41 0 %100 55 P7-12 Y -41 -41 0 %100 56 P19-8 Y -41 -41 0 %100 57 P23-14 Y -41 -41 0 %100 58 P31-6 Y -41 -41 0 %100 59 P16-1 Y -41 -41 0 %100 60 P30-1 Y -41 -41 0 %100 61 P47-4 Y -41 -41 0 %100 62 P8-3 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 60 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 63 P36-2 Y -41 -41 0 %100 64 P16-10 Y -41 -41 0 %100 65 P52-5 Y -41 -41 0 %100 66 P8-7 Y -41 -41 0 %100 67 P20-9 Y -41 -41 0 %100 68 P11-1 Y -41 -41 0 %100 69 P45-4 Y -41 -41 0 %100 70 P25-5 Y -41 -41 0 %100 71 P15-1 Y -41 -41 0 %100 72 P10-1 Y -41 -41 0 %100 73 P52-3 Y -41 -41 0 %100 74 P23-11 Y -41 -41 0 %100 75 P7-1 Y -41 -41 0 %100 76 P15-5 Y -41 -41 0 %100 77 P23-12 Y -41 -41 0 %100 78 P10-2 Y -41 -41 0 %100 79 P54-8 Y -41 -41 0 %100 80 P15-9 Y -41 -41 0 %100 81 P26-4 Y -41 -41 0 %100 82 P14-4 Y -41 -41 0 %100 83 P5-12 Y -41 -41 0 %100 84 P26-2 Y -41 -41 0 %100 85 P6-12 Y -41 -41 0 %100 86 P28-1 Y -41 -41 0 %100 87 P11-7 Y -41 -41 0 %100 88 P27-1 Y -41 -41 0 %100 89 P20-10 Y -41 -41 0 %100 90 P27-2 Y -41 -41 0 %100 91 P27-4 Y -41 -41 0 %100 92 P1-8 Y -41 -41 0 %100 93 P20-3 Y -41 -41 0 %100 94 P15-3 Y -41 -41 0 %100 95 P48-3 Y -41 -41 0 %100 96 P27-5 Y -41 -41 0 %100 97 P27-6 Y -41 -41 0 %100 98 P15-4 Y -41 -41 0 %100 99 P14-2 Y -41 -41 0 %100 100 P38-8 Y -41 -41 0 %100 101 P27-8 Y -41 -41 0 %100 102 P14-12 Y -41 -41 0 %100 103 P27-9 Y -41 -41 0 %100 104 P27-10 Y -41 -41 0 %100 105 P28-2 Y -41 -41 0 %100 106 P28-3 Y -41 -41 0 %100 107 P26-1 Y -41 -41 0 %100 108 P17-1 Y -41 -41 0 %100 109 P28-4 Y -41 -41 0 %100 110 P28-5 Y -41 -41 0 %100 111 P30-7 Y -41 -41 0 %100 112 P4-9 Y -41 -41 0 %100 113 P49-4 Y -41 -41 0 %100 114 P19-5 Y -41 -41 0 %100 115 P28-6 Y -41 -41 0 %100 116 P2-5 Y -41 -41 0 %100 117 P28-7 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 61 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 118 P1-10 Y -41 -41 0 %100 119 P28-8 Y -41 -41 0 %100 120 P28-9 Y -41 -41 0 %100 121 P2-6 Y -41 -41 0 %100 122 P7-14 Y -41 -41 0 %100 123 P28-10 Y -41 -41 0 %100 124 P16-9 Y -41 -41 0 %100 125 P26-6 Y -41 -41 0 %100 126 P32-10 Y -41 -41 0 %100 127 P25-1 Y -41 -41 0 %100 128 P26-9 Y -41 -41 0 %100 129 P5-2 Y -41 -41 0 %100 130 P12-6 Y -41 -41 0 %100 131 P24-10 Y -41 -41 0 %100 132 P44-3 Y -41 -41 0 %100 133 P25-2 Y -41 -41 0 %100 134 P25-3 Y -41 -41 0 %100 135 P20-2 Y -41 -41 0 %100 136 P26-3 Y -41 -41 0 %100 137 P2-2 Y -41 -41 0 %100 138 P25-4 Y -41 -41 0 %100 139 P26-10 Y -41 -41 0 %100 140 P20-4 Y -41 -41 0 %100 141 P26-5 Y -41 -41 0 %100 142 P25-6 Y -41 -41 0 %100 143 P5-8 Y -41 -41 0 %100 144 P25-7 Y -41 -41 0 %100 145 P6-2 Y -41 -41 0 %100 146 P10-6 Y -41 -41 0 %100 147 P40-5 Y -41 -41 0 %100 148 P26-7 Y -41 -41 0 %100 149 P52-9 Y -41 -41 0 %100 150 P42-4 Y -41 -41 0 %100 151 P25-8 Y -41 -41 0 %100 152 P26-8 Y -41 -41 0 %100 153 P25-9 Y -41 -41 0 %100 154 P6-6 Y -41 -41 0 %100 155 P25-10 Y -41 -41 0 %100 156 P30-6 Y -41 -41 0 %100 157 P29-1 Y -41 -41 0 %100 158 P38-6 Y -41 -41 0 %100 159 P30-9 Y -41 -41 0 %100 160 P24-11 Y -41 -41 0 %100 161 P22-12 Y -41 -41 0 %100 162 P30-4 Y -41 -41 0 %100 163 P3-12 Y -41 -41 0 %100 164 P2-12 Y -41 -41 0 %100 165 P29-2 Y -41 -41 0 %100 166 P12-13 Y -41 -41 0 %100 167 P47-7 Y -41 -41 0 %100 168 P30-2 Y -41 -41 0 %100 169 P29-3 Y -41 -41 0 %100 170 P14-7 Y -41 -41 0 %100 171 P3-6 Y -41 -41 0 %100 172 P17-2 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 62 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 173 P30-3 Y -41 -41 0 %100 174 P29-4 Y -41 -41 0 %100 175 P41-2 Y -41 -41 0 %100 176 P29-5 Y -41 -41 0 %100 177 P24-3 Y -41 -41 0 %100 178 P46-6 Y -41 -41 0 %100 179 P30-5 Y -41 -41 0 %100 180 P29-6 Y -41 -41 0 %100 181 P6-3 Y -41 -41 0 %100 182 P29-7 Y -41 -41 0 %100 183 P11-2 Y -41 -41 0 %100 184 P29-8 Y -41 -41 0 %100 185 P11-8 Y -41 -41 0 %100 186 P51-7 Y -41 -41 0 %100 187 P30-8 Y -41 -41 0 %100 188 P5-1 Y -41 -41 0 %100 189 P50-5 Y -41 -41 0 %100 190 P39-1 Y -41 -41 0 %100 191 P7-7 Y -41 -41 0 %100 192 P29-9 Y -41 -41 0 %100 193 P29-10 Y -41 -41 0 %100 194 P3-2 Y -41 -41 0 %100 195 P24-7 Y -41 -41 0 %100 196 P52-2 Y -41 -41 0 %100 197 P23-2 Y -41 -41 0 %100 198 P24-9 Y -41 -41 0 %100 199 P23-9 Y -41 -41 0 %100 200 P24-12 Y -41 -41 0 %100 201 P21-10 Y -41 -41 0 %100 202 P4-10 Y -41 -41 0 %100 203 P6-8 Y -41 -41 0 %100 204 P24-6 Y -41 -41 0 %100 205 P24-4 Y -41 -41 0 %100 206 P37-9 Y -41 -41 0 %100 207 P24-1 Y -41 -41 0 %100 208 P39-9 Y -41 -41 0 %100 209 P24-2 Y -41 -41 0 %100 210 P23-3 Y -41 -41 0 %100 211 P47-8 Y -41 -41 0 %100 212 P14-1 Y -41 -41 0 %100 213 P23-5 Y -41 -41 0 %100 214 P42-2 Y -41 -41 0 %100 215 P24-5 Y -41 -41 0 %100 216 P23-6 Y -41 -41 0 %100 217 P23-7 Y -41 -41 0 %100 218 P1-4 Y -41 -41 0 %100 219 P21-9 Y -41 -41 0 %100 220 P24-8 Y -41 -41 0 %100 221 P12-3 Y -41 -41 0 %100 222 P13-9 Y -41 -41 0 %100 223 P12-12 Y -41 -41 0 %100 224 P23-10 Y -41 -41 0 %100 225 P23-13 Y -41 -41 0 %100 226 P22-5 Y -41 -41 0 %100 227 P21-13 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 63 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 228 P31-8 Y -41 -41 0 %100 229 P34-6 Y -41 -41 0 %100 230 P22-10 Y -41 -41 0 %100 231 P22-4 Y -41 -41 0 %100 232 P21-1 Y -41 -41 0 %100 233 P22-7 Y -41 -41 0 %100 234 P44-4 Y -41 -41 0 %100 235 P21-2 Y -41 -41 0 %100 236 P45-6 Y -41 -41 0 %100 237 P22-9 Y -41 -41 0 %100 238 P16-2 Y -41 -41 0 %100 239 P8-4 Y -41 -41 0 %100 240 P22-6 Y -41 -41 0 %100 241 P22-1 Y -41 -41 0 %100 242 P12-10 Y -41 -41 0 %100 243 P34-2 Y -41 -41 0 %100 244 P21-3 Y -41 -41 0 %100 245 P22-3 Y -41 -41 0 %100 246 P21-4 Y -41 -41 0 %100 247 P13-5 Y -41 -41 0 %100 248 P21-5 Y -41 -41 0 %100 249 P21-6 Y -41 -41 0 %100 250 P43-6 Y -41 -41 0 %100 251 P17-12 Y -41 -41 0 %100 252 P20-14 Y -41 -41 0 %100 253 P21-7 Y -41 -41 0 %100 254 P22-8 Y -41 -41 0 %100 255 P21-12 Y -41 -41 0 %100 256 P22-13 Y -41 -41 0 %100 257 P9-6 Y -41 -41 0 %100 258 P50-9 Y -41 -41 0 %100 259 P20-5 Y -41 -41 0 %100 260 P19-4 Y -41 -41 0 %100 261 P6-13 Y -41 -41 0 %100 262 P19-2 Y -41 -41 0 %100 263 P21-14 Y -41 -41 0 %100 264 P19-13 Y -41 -41 0 %100 265 P51-4 Y -41 -41 0 %100 266 P19-1 Y -41 -41 0 %100 267 P19-11 Y -41 -41 0 %100 268 P16-7 Y -41 -41 0 %100 269 P38-1 Y -41 -41 0 %100 270 P20-7 Y -41 -41 0 %100 271 P19-7 Y -41 -41 0 %100 272 P20-11 Y -41 -41 0 %100 273 P7-8 Y -41 -41 0 %100 274 P19-9 Y -41 -41 0 %100 275 P20-12 Y -41 -41 0 %100 276 P20-6 Y -41 -41 0 %100 277 P52-4 Y -41 -41 0 %100 278 P50-3 Y -41 -41 0 %100 279 P20-1 Y -41 -41 0 %100 280 P9-3 Y -41 -41 0 %100 281 P19-6 Y -41 -41 0 %100 282 P9-14 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 64 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 283 P20-8 Y -41 -41 0 %100 284 P19-10 Y -41 -41 0 %100 285 P19-12 Y -41 -41 0 %100 286 P20-13 Y -41 -41 0 %100 287 P17-10 Y -41 -41 0 %100 288 P17-6 Y -41 -41 0 %100 289 P18-7 Y -41 -41 0 %100 290 P37-7 Y -41 -41 0 %100 291 P17-5 Y -41 -41 0 %100 292 P7-11 Y -41 -41 0 %100 293 P17-13 Y -41 -41 0 %100 294 P10-4 Y -41 -41 0 %100 295 P18-9 Y -41 -41 0 %100 296 P24-14 Y -41 -41 0 %100 297 P18-6 Y -41 -41 0 %100 298 P18-3 Y -41 -41 0 %100 299 P18-5 Y -41 -41 0 %100 300 P17-4 Y -41 -41 0 %100 301 P18-2 Y -41 -41 0 %100 302 P50-1 Y -41 -41 0 %100 303 P18-4 Y -41 -41 0 %100 304 P32-7 Y -41 -41 0 %100 305 P49-1 Y -41 -41 0 %100 306 P17-11 Y -41 -41 0 %100 307 P22-14 Y -41 -41 0 %100 308 P42-10 Y -41 -41 0 %100 309 P17-9 Y -41 -41 0 %100 310 P18-12 Y -41 -41 0 %100 311 P13-8 Y -41 -41 0 %100 312 P18-1 Y -41 -41 0 %100 313 P47-1 Y -41 -41 0 %100 314 P17-3 Y -41 -41 0 %100 315 P17-7 Y -41 -41 0 %100 316 P18-8 Y -41 -41 0 %100 317 P12-1 Y -41 -41 0 %100 318 P18-13 Y -41 -41 0 %100 319 P15-12 Y -41 -41 0 %100 320 P11-12 Y -41 -41 0 %100 321 P10-14 Y -41 -41 0 %100 322 P16-13 Y -41 -41 0 %100 323 P16-12 Y -41 -41 0 %100 324 P15-2 Y -41 -41 0 %100 325 P15-10 Y -41 -41 0 %100 326 P15-6 Y -41 -41 0 %100 327 P15-13 Y -41 -41 0 %100 328 P13-3 Y -41 -41 0 %100 329 P33-10 Y -41 -41 0 %100 330 P16-6 Y -41 -41 0 %100 331 P16-5 Y -41 -41 0 %100 332 P36-6 Y -41 -41 0 %100 333 P15-8 Y -41 -41 0 %100 334 P15-11 Y -41 -41 0 %100 335 P14-8 Y -41 -41 0 %100 336 P5-7 Y -41 -41 0 %100 337 P37-10 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 65 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 338 P16-3 Y -41 -41 0 %100 339 P15-7 Y -41 -41 0 %100 340 P16-8 Y -41 -41 0 %100 341 P50-8 Y -41 -41 0 %100 342 P13-1 Y -41 -41 0 %100 343 P14-6 Y -41 -41 0 %100 344 P14-3 Y -41 -41 0 %100 345 P14-11 Y -41 -41 0 %100 346 P6-10 Y -41 -41 0 %100 347 P2-8 Y -41 -41 0 %100 348 P14-5 Y -41 -41 0 %100 349 P13-10 Y -41 -41 0 %100 350 P13-6 Y -41 -41 0 %100 351 P13-12 Y -41 -41 0 %100 352 P14-13 Y -41 -41 0 %100 353 P13-4 Y -41 -41 0 %100 354 P14-9 Y -41 -41 0 %100 355 P13-2 Y -41 -41 0 %100 356 P13-13 Y -41 -41 0 %100 357 P41-10 Y -41 -41 0 %100 358 P13-11 Y -41 -41 0 %100 359 P11-4 Y -41 -41 0 %100 360 P48-2 Y -41 -41 0 %100 361 P11-6 Y -41 -41 0 %100 362 P11-3 Y -41 -41 0 %100 363 P1-6 Y -41 -41 0 %100 364 P12-11 Y -41 -41 0 %100 365 P11-9 Y -41 -41 0 %100 366 P1-2 Y -41 -41 0 %100 367 P12-4 Y -41 -41 0 %100 368 P12-2 Y -41 -41 0 %100 369 P8-10 Y -41 -41 0 %100 370 P31-3 Y -41 -41 0 %100 371 P48-4 Y -41 -41 0 %100 372 P40-2 Y -41 -41 0 %100 373 P12-5 Y -41 -41 0 %100 374 P31-2 Y -41 -41 0 %100 375 P11-10 Y -41 -41 0 %100 376 P46-4 Y -41 -41 0 %100 377 P12-7 Y -41 -41 0 %100 378 P41-1 Y -41 -41 0 %100 379 P37-3 Y -41 -41 0 %100 380 P12-9 Y -41 -41 0 %100 381 P11-5 Y -41 -41 0 %100 382 P37-1 Y -41 -41 0 %100 383 P11-13 Y -41 -41 0 %100 384 P11-11 Y -41 -41 0 %100 385 P12-8 Y -41 -41 0 %100 386 P8-9 Y -41 -41 0 %100 387 P10-13 Y -41 -41 0 %100 388 P9-9 Y -41 -41 0 %100 389 P10-9 Y -41 -41 0 %100 390 P10-10 Y -41 -41 0 %100 391 P9-7 Y -41 -41 0 %100 392 P7-9 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 66 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 393 P8-11 Y -41 -41 0 %100 394 P10-3 Y -41 -41 0 %100 395 P10-11 Y -41 -41 0 %100 396 P9-1 Y -41 -41 0 %100 397 P49-2 Y -41 -41 0 %100 398 P33-5 Y -41 -41 0 %100 399 P9-8 Y -41 -41 0 %100 400 P9-4 Y -41 -41 0 %100 401 P10-5 Y -41 -41 0 %100 402 P10-12 Y -41 -41 0 %100 403 P9-10 Y -41 -41 0 %100 404 P1-3 Y -41 -41 0 %100 405 P44-6 Y -41 -41 0 %100 406 P9-12 Y -41 -41 0 %100 407 P9-2 Y -41 -41 0 %100 408 P9-13 Y -41 -41 0 %100 409 P9-11 Y -41 -41 0 %100 410 P10-8 Y -41 -41 0 %100 411 P7-5 Y -41 -41 0 %100 412 P5-5 Y -41 -41 0 %100 413 P16-14 Y -41 -41 0 %100 414 P32-6 Y -41 -41 0 %100 415 P8-6 Y -41 -41 0 %100 416 P8-5 Y -41 -41 0 %100 417 P11-14 Y -41 -41 0 %100 418 P7-4 Y -41 -41 0 %100 419 P7-13 Y -41 -41 0 %100 420 P8-13 Y -41 -41 0 %100 421 P7-6 Y -41 -41 0 %100 422 P8-1 Y -41 -41 0 %100 423 P5-11 Y -41 -41 0 %100 424 P8-2 Y -41 -41 0 %100 425 P7-10 Y -41 -41 0 %100 426 P6-1 Y -41 -41 0 %100 427 P6-7 Y -41 -41 0 %100 428 P5-6 Y -41 -41 0 %100 429 P4-6 Y -41 -41 0 %100 430 P6-5 Y -41 -41 0 %100 431 P48-1 Y -41 -41 0 %100 432 P6-9 Y -41 -41 0 %100 433 P6-4 Y -41 -41 0 %100 434 P5-9 Y -41 -41 0 %100 435 P6-11 Y -41 -41 0 %100 436 P5-4 Y -41 -41 0 %100 437 P5-13 Y -41 -41 0 %100 438 P33-6 Y -41 -41 0 %100 439 P5-3 Y -41 -41 0 %100 440 P2-3 Y -41 -41 0 %100 441 P4-3 Y -41 -41 0 %100 442 P4-5 Y -41 -41 0 %100 443 P40-4 Y -41 -41 0 %100 444 P3-9 Y -41 -41 0 %100 445 P4-12 Y -41 -41 0 %100 446 P4-7 Y -41 -41 0 %100 447 P3-7 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 67 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 448 P4-13 Y -41 -41 0 %100 449 P3-8 Y -41 -41 0 %100 450 P3-13 Y -41 -41 0 %100 451 P3-3 Y -41 -41 0 %100 452 P19-14 Y -41 -41 0 %100 453 P18-14 Y -41 -41 0 %100 454 P8-14 Y -41 -41 0 %100 455 P17-14 Y -41 -41 0 %100 456 P14-14 Y -41 -41 0 %100 457 P13-14 Y -41 -41 0 %100 458 P5-14 Y -41 -41 0 %100 459 P2-11 Y -41 -41 0 %100 460 P2-10 Y -41 -41 0 %100 461 P1-9 Y -41 -41 0 %100 462 P1-7 Y -41 -41 0 %100 463 P1-12 Y -41 -41 0 %100 464 P1-5 Y -41 -41 0 %100 465 P2-7 Y -41 -41 0 %100 466 P40-10 Y -41 -41 0 %100 467 P2-4 Y -41 -41 0 %100 468 P46-9 Y -41 -41 0 %100 469 P1-11 Y -41 -41 0 %100 470 P46-8 Y -41 -41 0 %100 471 P34-5 Y -41 -41 0 %100 472 P2-9 Y -41 -41 0 %100 473 P45-1 Y -41 -41 0 %100 474 P1-13 Y -41 -41 0 %100 475 P52-8 Y -41 -41 0 %100 476 P32-4 Y -41 -41 0 %100 477 P32-3 Y -41 -41 0 %100 478 P31-5 Y -41 -41 0 %100 479 P31-9 Y -41 -41 0 %100 480 P31-1 Y -41 -41 0 %100 481 P32-9 Y -41 -41 0 %100 482 P32-2 Y -41 -41 0 %100 483 P32-5 Y -41 -41 0 %100 484 P31-4 Y -41 -41 0 %100 485 P31-7 Y -41 -41 0 %100 486 P31-10 Y -41 -41 0 %100 487 P33-4 Y -41 -41 0 %100 488 P33-8 Y -41 -41 0 %100 489 P50-6 Y -41 -41 0 %100 490 P34-8 Y -41 -41 0 %100 491 P33-1 Y -41 -41 0 %100 492 P34-1 Y -41 -41 0 %100 493 P34-3 Y -41 -41 0 %100 494 P34-7 Y -41 -41 0 %100 495 P34-4 Y -41 -41 0 %100 496 P33-3 Y -41 -41 0 %100 497 P33-7 Y -41 -41 0 %100 498 P38-9 Y -41 -41 0 %100 499 P34-10 Y -41 -41 0 %100 500 P36-10 Y -41 -41 0 %100 501 P36-7 Y -41 -41 0 %100 502 P36-3 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 68 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 503 P35-4 Y -41 -41 0 %100 504 P35-10 Y -41 -41 0 %100 505 P36-5 Y -41 -41 0 %100 506 P36-8 Y -41 -41 0 %100 507 P41-4 Y -41 -41 0 %100 508 P35-9 Y -41 -41 0 %100 509 P54-6 Y -41 -41 0 %100 510 P38-10 Y -41 -41 0 %100 511 P35-1 Y -41 -41 0 %100 512 P36-1 Y -41 -41 0 %100 513 P36-9 Y -41 -41 0 %100 514 P35-6 Y -41 -41 0 %100 515 P36-4 Y -41 -41 0 %100 516 P35-5 Y -41 -41 0 %100 517 P35-2 Y -41 -41 0 %100 518 P35-3 Y -41 -41 0 %100 519 P35-7 Y -41 -41 0 %100 520 P41-5 Y -41 -41 0 %100 521 P37-5 Y -41 -41 0 %100 522 P39-10 Y -41 -41 0 %100 523 P37-4 Y -41 -41 0 %100 524 P38-7 Y -41 -41 0 %100 525 P37-8 Y -41 -41 0 %100 526 P37-6 Y -41 -41 0 %100 527 P52-6 Y -41 -41 0 %100 528 P38-4 Y -41 -41 0 %100 529 P37-2 Y -41 -41 0 %100 530 P38-2 Y -41 -41 0 %100 531 P39-6 Y -41 -41 0 %100 532 P39-5 Y -41 -41 0 %100 533 P40-9 Y -41 -41 0 %100 534 P40-1 Y -41 -41 0 %100 535 P39-7 Y -41 -41 0 %100 536 P39-2 Y -41 -41 0 %100 537 P40-3 Y -41 -41 0 %100 538 P40-8 Y -41 -41 0 %100 539 P49-9 Y -41 -41 0 %100 540 P39-4 Y -41 -41 0 %100 541 P40-7 Y -41 -41 0 %100 542 P39-8 Y -41 -41 0 %100 543 P40-6 Y -41 -41 0 %100 544 P39-3 Y -41 -41 0 %100 545 P42-3 Y -41 -41 0 %100 546 P41-3 Y -41 -41 0 %100 547 P42-1 Y -41 -41 0 %100 548 P41-9 Y -41 -41 0 %100 549 P48-6 Y -41 -41 0 %100 550 P42-8 Y -41 -41 0 %100 551 P41-6 Y -41 -41 0 %100 552 P42-9 Y -41 -41 0 %100 553 P42-7 Y -41 -41 0 %100 554 P41-8 Y -41 -41 0 %100 555 P46-2 Y -41 -41 0 %100 556 P42-5 Y -41 -41 0 %100 557 P42-6 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 69 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 558 P44-9 Y -41 -41 0 %100 559 P43-4 Y -41 -41 0 %100 560 P44-8 Y -41 -41 0 %100 561 P44-5 Y -41 -41 0 %100 562 P43-3 Y -41 -41 0 %100 563 P44-1 Y -41 -41 0 %100 564 P43-9 Y -41 -41 0 %100 565 P51-5 Y -41 -41 0 %100 566 P43-5 Y -41 -41 0 %100 567 P43-7 Y -41 -41 0 %100 568 P44-7 Y -41 -41 0 %100 569 P43-8 Y -41 -41 0 %100 570 P43-1 Y -41 -41 0 %100 571 P44-2 Y -41 -41 0 %100 572 P45-3 Y -41 -41 0 %100 573 P45-5 Y -41 -41 0 %100 574 P45-8 Y -41 -41 0 %100 575 P45-7 Y -41 -41 0 %100 576 P45-2 Y -41 -41 0 %100 577 P46-3 Y -41 -41 0 %100 578 P46-1 Y -41 -41 0 %100 579 P45-9 Y -41 -41 0 %100 580 P46-7 Y -41 -41 0 %100 581 P47-9 Y -41 -41 0 %100 582 P48-5 Y -41 -41 0 %100 583 P47-5 Y -41 -41 0 %100 584 P48-7 Y -41 -41 0 %100 585 P48-8 Y -41 -41 0 %100 586 P48-9 Y -41 -41 0 %100 587 P47-2 Y -41 -41 0 %100 588 P47-6 Y -41 -41 0 %100 589 P50-4 Y -41 -41 0 %100 590 P50-7 Y -41 -41 0 %100 591 P49-5 Y -41 -41 0 %100 592 P49-8 Y -41 -41 0 %100 593 P50-2 Y -41 -41 0 %100 594 P49-7 Y -41 -41 0 %100 595 P49-6 Y -41 -41 0 %100 596 P51-2 Y -41 -41 0 %100 597 P51-9 Y -41 -41 0 %100 598 P51-8 Y -41 -41 0 %100 599 P51-3 Y -41 -41 0 %100 600 P51-6 Y -41 -41 0 %100 601 P54-7 Y -41 -41 0 %100 602 P53-7 Y -41 -41 0 %100 603 P53-8 Y -41 -41 0 %100 604 P54-9 Y -41 -41 0 %100 605 P54-3 Y -41 -41 0 %100 606 P53-3 Y -41 -41 0 %100 607 P53-2 Y -41 -41 0 %100 608 P53-4 Y -41 -41 0 %100 609 P53-5 Y -41 -41 0 %100 610 P54-4 Y -41 -41 0 %100 611 P54-5 Y -41 -41 0 %100 612 P53-9 Y -41 -41 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 70 Member Distributed Loads (BLC 3 : Lr) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 71 Member Distributed Loads (BLC 4 : Wa, Unobstructed) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P1-13 y -74.5 -74.5 0 %100 2 P2-9 y -74.5 -74.5 0 %100 3 P1-11 y -74.5 -74.5 0 %100 4 P2-4 y -74.5 -74.5 0 %100 5 P2-7 y -74.5 -74.5 0 %100 6 P1-5 y -74.5 -74.5 0 %100 7 P1-12 y -74.5 -74.5 0 %100 8 P1-7 y -74.5 -74.5 0 %100 9 P1-9 y -74.5 -74.5 0 %100 10 P2-10 y -74.5 -74.5 0 %100 11 P2-11 y -74.5 -74.5 0 %100 12 P5-14 y -74.5 -74.5 0 %100 13 P13-14 y -74.5 -74.5 0 %100 14 P14-14 y -74.5 -74.5 0 %100 15 P17-14 y -74.5 -74.5 0 %100 16 P8-14 y -74.5 -74.5 0 %100 17 P18-14 y -74.5 -74.5 0 %100 18 P19-14 y -74.5 -74.5 0 %100 19 P3-3 y -74.5 -74.5 0 %100 20 P3-13 y -74.5 -74.5 0 %100 21 P3-8 y -74.5 -74.5 0 %100 22 P4-13 y -74.5 -74.5 0 %100 23 P3-7 y -74.5 -74.5 0 %100 24 P4-7 y -74.5 -74.5 0 %100 25 P4-12 y -74.5 -74.5 0 %100 26 P3-9 y -74.5 -74.5 0 %100 27 P4-5 y -74.5 -74.5 0 %100 28 P4-3 y -74.5 -74.5 0 %100 29 P2-3 y -74.5 -74.5 0 %100 30 P5-3 y -74.5 -74.5 0 %100 31 P5-13 y -74.5 -74.5 0 %100 32 P5-4 y -74.5 -74.5 0 %100 33 P6-11 y -74.5 -74.5 0 %100 34 P5-9 y -74.5 -74.5 0 %100 35 P6-4 y -74.5 -74.5 0 %100 36 P6-9 y -74.5 -74.5 0 %100 37 P6-5 y -74.5 -74.5 0 %100 38 P4-6 y -74.5 -74.5 0 %100 39 P5-6 y -74.5 -74.5 0 %100 40 P6-7 y -74.5 -74.5 0 %100 41 P6-1 y -74.5 -74.5 0 %100 42 P7-10 y -74.5 -74.5 0 %100 43 P8-2 y -74.5 -74.5 0 %100 44 P5-11 y -74.5 -74.5 0 %100 45 P8-1 y -74.5 -74.5 0 %100 46 P7-6 y -74.5 -74.5 0 %100 47 P8-13 y -74.5 -74.5 0 %100 48 P7-13 y -74.5 -74.5 0 %100 49 P7-4 y -74.5 -74.5 0 %100 50 P11-14 y -74.5 -74.5 0 %100 51 P8-5 y -74.5 -74.5 0 %100 52 P8-6 y -74.5 -74.5 0 %100 53 P16-14 y -74.5 -74.5 0 %100 54 P5-5 y -74.5 -74.5 0 %100 55 P7-5 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 72 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 56 P10-8 y -74.5 -74.5 0 %100 57 P9-11 y -74.5 -74.5 0 %100 58 P9-13 y -74.5 -74.5 0 %100 59 P9-2 y -74.5 -74.5 0 %100 60 P9-12 y -74.5 -74.5 0 %100 61 P1-3 y -74.5 -74.5 0 %100 62 P9-10 y -74.5 -74.5 0 %100 63 P10-12 y -74.5 -74.5 0 %100 64 P10-5 y -74.5 -74.5 0 %100 65 P9-4 y -74.5 -74.5 0 %100 66 P9-8 y -74.5 -74.5 0 %100 67 P9-1 y -74.5 -74.5 0 %100 68 P10-11 y -74.5 -74.5 0 %100 69 P10-3 y -74.5 -74.5 0 %100 70 P8-11 y -74.5 -74.5 0 %100 71 P7-9 y -74.5 -74.5 0 %100 72 P9-7 y -74.5 -74.5 0 %100 73 P10-10 y -74.5 -74.5 0 %100 74 P10-9 y -74.5 -74.5 0 %100 75 P9-9 y -74.5 -74.5 0 %100 76 P10-13 y -74.5 -74.5 0 %100 77 P8-9 y -74.5 -74.5 0 %100 78 P12-8 y -74.5 -74.5 0 %100 79 P11-11 y -74.5 -74.5 0 %100 80 P11-13 y -74.5 -74.5 0 %100 81 P11-5 y -74.5 -74.5 0 %100 82 P12-9 y -74.5 -74.5 0 %100 83 P12-7 y -74.5 -74.5 0 %100 84 P11-10 y -74.5 -74.5 0 %100 85 P12-5 y -74.5 -74.5 0 %100 86 P8-10 y -74.5 -74.5 0 %100 87 P12-2 y -74.5 -74.5 0 %100 88 P12-4 y -74.5 -74.5 0 %100 89 P1-2 y -74.5 -74.5 0 %100 90 P11-9 y -74.5 -74.5 0 %100 91 P12-11 y -74.5 -74.5 0 %100 92 P1-6 y -74.5 -74.5 0 %100 93 P11-3 y -74.5 -74.5 0 %100 94 P11-6 y -74.5 -74.5 0 %100 95 P11-4 y -74.5 -74.5 0 %100 96 P13-11 y -74.5 -74.5 0 %100 97 P13-13 y -74.5 -74.5 0 %100 98 P13-2 y -74.5 -74.5 0 %100 99 P14-9 y -74.5 -74.5 0 %100 100 P13-4 y -74.5 -74.5 0 %100 101 P14-13 y -74.5 -74.5 0 %100 102 P13-12 y -74.5 -74.5 0 %100 103 P13-6 y -74.5 -74.5 0 %100 104 P13-10 y -74.5 -74.5 0 %100 105 P14-5 y -74.5 -74.5 0 %100 106 P2-8 y -74.5 -74.5 0 %100 107 P6-10 y -74.5 -74.5 0 %100 108 P14-11 y -74.5 -74.5 0 %100 109 P14-3 y -74.5 -74.5 0 %100 110 P14-6 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 73 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 111 P13-1 y -74.5 -74.5 0 %100 112 P16-8 y -74.5 -74.5 0 %100 113 P15-7 y -74.5 -74.5 0 %100 114 P16-3 y -74.5 -74.5 0 %100 115 P5-7 y -74.5 -74.5 0 %100 116 P14-8 y -74.5 -74.5 0 %100 117 P15-11 y -74.5 -74.5 0 %100 118 P15-8 y -74.5 -74.5 0 %100 119 P16-5 y -74.5 -74.5 0 %100 120 P16-6 y -74.5 -74.5 0 %100 121 P13-3 y -74.5 -74.5 0 %100 122 P15-13 y -74.5 -74.5 0 %100 123 P15-6 y -74.5 -74.5 0 %100 124 P15-10 y -74.5 -74.5 0 %100 125 P15-2 y -74.5 -74.5 0 %100 126 P16-12 y -74.5 -74.5 0 %100 127 P16-13 y -74.5 -74.5 0 %100 128 P10-14 y -74.5 -74.5 0 %100 129 P11-12 y -74.5 -74.5 0 %100 130 P15-12 y -74.5 -74.5 0 %100 131 P18-13 y -74.5 -74.5 0 %100 132 P12-1 y -74.5 -74.5 0 %100 133 P18-8 y -74.5 -74.5 0 %100 134 P17-7 y -74.5 -74.5 0 %100 135 P17-3 y -74.5 -74.5 0 %100 136 P18-1 y -74.5 -74.5 0 %100 137 P13-8 y -74.5 -74.5 0 %100 138 P18-12 y -74.5 -74.5 0 %100 139 P17-9 y -74.5 -74.5 0 %100 140 P22-14 y -74.5 -74.5 0 %100 141 P17-11 y -74.5 -74.5 0 %100 142 P18-4 y -74.5 -74.5 0 %100 143 P18-2 y -74.5 -74.5 0 %100 144 P17-4 y -74.5 -74.5 0 %100 145 P18-5 y -74.5 -74.5 0 %100 146 P18-3 y -74.5 -74.5 0 %100 147 P18-6 y -74.5 -74.5 0 %100 148 P24-14 y -74.5 -74.5 0 %100 149 P18-9 y -74.5 -74.5 0 %100 150 P10-4 y -74.5 -74.5 0 %100 151 P17-13 y -74.5 -74.5 0 %100 152 P7-11 y -74.5 -74.5 0 %100 153 P17-5 y -74.5 -74.5 0 %100 154 P18-7 y -74.5 -74.5 0 %100 155 P17-6 y -74.5 -74.5 0 %100 156 P17-10 y -74.5 -74.5 0 %100 157 P20-13 y -74.5 -74.5 0 %100 158 P19-12 y -74.5 -74.5 0 %100 159 P19-10 y -74.5 -74.5 0 %100 160 P20-8 y -74.5 -74.5 0 %100 161 P9-14 y -74.5 -74.5 0 %100 162 P19-6 y -74.5 -74.5 0 %100 163 P9-3 y -74.5 -74.5 0 %100 164 P20-1 y -74.5 -74.5 0 %100 165 P20-6 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 74 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 166 P20-12 y -74.5 -74.5 0 %100 167 P19-9 y -74.5 -74.5 0 %100 168 P7-8 y -74.5 -74.5 0 %100 169 P20-11 y -74.5 -74.5 0 %100 170 P19-7 y -74.5 -74.5 0 %100 171 P20-7 y -74.5 -74.5 0 %100 172 P16-7 y -74.5 -74.5 0 %100 173 P19-11 y -74.5 -74.5 0 %100 174 P19-1 y -74.5 -74.5 0 %100 175 P19-13 y -74.5 -74.5 0 %100 176 P21-14 y -74.5 -74.5 0 %100 177 P19-2 y -74.5 -74.5 0 %100 178 P6-13 y -74.5 -74.5 0 %100 179 P19-4 y -74.5 -74.5 0 %100 180 P20-5 y -74.5 -74.5 0 %100 181 P9-6 y -74.5 -74.5 0 %100 182 P22-13 y -74.5 -74.5 0 %100 183 P21-12 y -74.5 -74.5 0 %100 184 P22-8 y -74.5 -74.5 0 %100 185 P21-7 y -74.5 -74.5 0 %100 186 P20-14 y -74.5 -74.5 0 %100 187 P17-12 y -74.5 -74.5 0 %100 188 P21-6 y -74.5 -74.5 0 %100 189 P21-5 y -74.5 -74.5 0 %100 190 P13-5 y -74.5 -74.5 0 %100 191 P21-4 y -74.5 -74.5 0 %100 192 P22-3 y -74.5 -74.5 0 %100 193 P21-3 y -74.5 -74.5 0 %100 194 P12-10 y -74.5 -74.5 0 %100 195 P22-1 y -74.5 -74.5 0 %100 196 P22-6 y -74.5 -74.5 0 %100 197 P8-4 y -74.5 -74.5 0 %100 198 P16-2 y -74.5 -74.5 0 %100 199 P22-9 y -74.5 -74.5 0 %100 200 P21-2 y -74.5 -74.5 0 %100 201 P22-7 y -74.5 -74.5 0 %100 202 P21-1 y -74.5 -74.5 0 %100 203 P22-4 y -74.5 -74.5 0 %100 204 P22-10 y -74.5 -74.5 0 %100 205 P21-13 y -74.5 -74.5 0 %100 206 P22-5 y -74.5 -74.5 0 %100 207 P23-13 y -74.5 -74.5 0 %100 208 P23-10 y -74.5 -74.5 0 %100 209 P12-12 y -74.5 -74.5 0 %100 210 P13-9 y -74.5 -74.5 0 %100 211 P12-3 y -74.5 -74.5 0 %100 212 P24-8 y -74.5 -74.5 0 %100 213 P21-9 y -74.5 -74.5 0 %100 214 P1-4 y -74.5 -74.5 0 %100 215 P23-7 y -74.5 -74.5 0 %100 216 P23-6 y -74.5 -74.5 0 %100 217 P24-5 y -74.5 -74.5 0 %100 218 P23-5 y -74.5 -74.5 0 %100 219 P14-1 y -74.5 -74.5 0 %100 220 P23-3 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 75 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 221 P24-2 y -74.5 -74.5 0 %100 222 P24-1 y -74.5 -74.5 0 %100 223 P24-4 y -74.5 -74.5 0 %100 224 P24-6 y -74.5 -74.5 0 %100 225 P6-8 y -74.5 -74.5 0 %100 226 P4-10 y -74.5 -74.5 0 %100 227 P21-10 y -74.5 -74.5 0 %100 228 P24-12 y -74.5 -74.5 0 %100 229 P23-9 y -74.5 -74.5 0 %100 230 P24-9 y -74.5 -74.5 0 %100 231 P23-2 y -74.5 -74.5 0 %100 232 P24-7 y -74.5 -74.5 0 %100 233 P3-2 y -74.5 -74.5 0 %100 234 P7-7 y -74.5 -74.5 0 %100 235 P5-1 y -74.5 -74.5 0 %100 236 P11-8 y -74.5 -74.5 0 %100 237 P11-2 y -74.5 -74.5 0 %100 238 P6-3 y -74.5 -74.5 0 %100 239 P24-3 y -74.5 -74.5 0 %100 240 P17-2 y -74.5 -74.5 0 %100 241 P3-6 y -74.5 -74.5 0 %100 242 P14-7 y -74.5 -74.5 0 %100 243 P12-13 y -74.5 -74.5 0 %100 244 P2-12 y -74.5 -74.5 0 %100 245 P3-12 y -74.5 -74.5 0 %100 246 P22-12 y -74.5 -74.5 0 %100 247 P24-11 y -74.5 -74.5 0 %100 248 P25-10 y -74.5 -74.5 0 %100 249 P6-6 y -74.5 -74.5 0 %100 250 P25-9 y -74.5 -74.5 0 %100 251 P26-8 y -74.5 -74.5 0 %100 252 P25-8 y -74.5 -74.5 0 %100 253 P26-7 y -74.5 -74.5 0 %100 254 P10-6 y -74.5 -74.5 0 %100 255 P6-2 y -74.5 -74.5 0 %100 256 P25-7 y -74.5 -74.5 0 %100 257 P5-8 y -74.5 -74.5 0 %100 258 P25-6 y -74.5 -74.5 0 %100 259 P26-5 y -74.5 -74.5 0 %100 260 P20-4 y -74.5 -74.5 0 %100 261 P26-10 y -74.5 -74.5 0 %100 262 P25-4 y -74.5 -74.5 0 %100 263 P2-2 y -74.5 -74.5 0 %100 264 P26-3 y -74.5 -74.5 0 %100 265 P20-2 y -74.5 -74.5 0 %100 266 P25-3 y -74.5 -74.5 0 %100 267 P25-2 y -74.5 -74.5 0 %100 268 P24-10 y -74.5 -74.5 0 %100 269 P12-6 y -74.5 -74.5 0 %100 270 P5-2 y -74.5 -74.5 0 %100 271 P26-9 y -74.5 -74.5 0 %100 272 P25-1 y -74.5 -74.5 0 %100 273 P26-6 y -74.5 -74.5 0 %100 274 P16-9 y -74.5 -74.5 0 %100 275 P7-14 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 76 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 276 P2-6 y -74.5 -74.5 0 %100 277 P1-10 y -74.5 -74.5 0 %100 278 P2-5 y -74.5 -74.5 0 %100 279 P19-5 y -74.5 -74.5 0 %100 280 P4-9 y -74.5 -74.5 0 %100 281 P17-1 y -74.5 -74.5 0 %100 282 P26-1 y -74.5 -74.5 0 %100 283 P27-10 y -74.5 -74.5 0 %100 284 P27-9 y -74.5 -74.5 0 %100 285 P14-12 y -74.5 -74.5 0 %100 286 P27-8 y -74.5 -74.5 0 %100 287 P14-2 y -74.5 -74.5 0 %100 288 P15-4 y -74.5 -74.5 0 %100 289 P27-6 y -74.5 -74.5 0 %100 290 P27-5 y -74.5 -74.5 0 %100 291 P15-3 y -74.5 -74.5 0 %100 292 P20-3 y -74.5 -74.5 0 %100 293 P1-8 y -74.5 -74.5 0 %100 294 P27-4 y -74.5 -74.5 0 %100 295 P27-2 y -74.5 -74.5 0 %100 296 P20-10 y -74.5 -74.5 0 %100 297 P27-1 y -74.5 -74.5 0 %100 298 P11-7 y -74.5 -74.5 0 %100 299 P6-12 y -74.5 -74.5 0 %100 300 P26-2 y -74.5 -74.5 0 %100 301 P5-12 y -74.5 -74.5 0 %100 302 P14-4 y -74.5 -74.5 0 %100 303 P26-4 y -74.5 -74.5 0 %100 304 P15-9 y -74.5 -74.5 0 %100 305 P10-2 y -74.5 -74.5 0 %100 306 P23-12 y -74.5 -74.5 0 %100 307 P15-5 y -74.5 -74.5 0 %100 308 P7-1 y -74.5 -74.5 0 %100 309 P23-11 y -74.5 -74.5 0 %100 310 P10-1 y -74.5 -74.5 0 %100 311 P15-1 y -74.5 -74.5 0 %100 312 P25-5 y -74.5 -74.5 0 %100 313 P11-1 y -74.5 -74.5 0 %100 314 P20-9 y -74.5 -74.5 0 %100 315 P8-7 y -74.5 -74.5 0 %100 316 P16-10 y -74.5 -74.5 0 %100 317 P8-3 y -74.5 -74.5 0 %100 318 P16-1 y -74.5 -74.5 0 %100 319 P23-14 y -74.5 -74.5 0 %100 320 P19-8 y -74.5 -74.5 0 %100 321 P7-12 y -74.5 -74.5 0 %100 322 P23-4 y -74.5 -74.5 0 %100 323 P18-10 y -74.5 -74.5 0 %100 324 P16-4 y -74.5 -74.5 0 %100 325 P21-11 y -74.5 -74.5 0 %100 326 P14-10 y -74.5 -74.5 0 %100 327 P15-14 y -74.5 -74.5 0 %100 328 P22-11 y -74.5 -74.5 0 %100 329 P12-14 y -74.5 -74.5 0 %100 330 P16-11 y -74.5 -74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 77 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 331 P18-11 y -74.5 -74.5 0 %100 332 P5-10 y -74.5 -74.5 0 %100 333 P7-3 y -74.5 -74.5 0 %100 334 P21-8 y -74.5 -74.5 0 %100 335 P4-11 y -74.5 -74.5 0 %100 336 P17-8 y -74.5 -74.5 0 %100 337 P3-10 y -74.5 -74.5 0 %100 338 P10-7 y -74.5 -74.5 0 %100 339 P8-12 y -74.5 -74.5 0 %100 340 P4-2 y -74.5 -74.5 0 %100 341 P3-11 y -74.5 -74.5 0 %100 342 P13-7 y -74.5 -74.5 0 %100 343 P4-4 y -74.5 -74.5 0 %100 344 P8-8 y -74.5 -74.5 0 %100 345 P27-7 y -74.5 -74.5 0 %100 346 P22-2 y -74.5 -74.5 0 %100 347 P9-5 y -74.5 -74.5 0 %100 348 P3-4 y -74.5 -74.5 0 %100 349 P23-1 y -74.5 -74.5 0 %100 350 P7-2 y -74.5 -74.5 0 %100 351 P2-13 y -74.5 -74.5 0 %100 352 P23-8 y -74.5 -74.5 0 %100 353 P3-5 y -74.5 -74.5 0 %100 354 P27-3 y -74.5 -74.5 0 %100 355 P4-8 y -74.5 -74.5 0 %100 356 P6-14 y -74.5 -74.5 0 %100 357 P19-3 y -74.5 -74.5 0 %100 358 P24-13 y -74.5 -74.5 0 %100 359 P33-2 y -18.6 -18.6 0 %100 360 P32-8 y -18.6 -18.6 0 %100 361 P38-3 y -18.6 -18.6 0 %100 362 P52-7 y -18.6 -18.6 0 %100 363 P33-9 y -18.6 -18.6 0 %100 364 P35-8 y -18.6 -18.6 0 %100 365 P38-5 y -18.6 -18.6 0 %100 366 P53-6 y -18.6 -18.6 0 %100 367 P54-2 y -18.6 -18.6 0 %100 368 P32-1 y -18.6 -18.6 0 %100 369 P49-3 y -18.6 -18.6 0 %100 370 P41-7 y -18.6 -18.6 0 %100 371 P47-3 y -18.6 -18.6 0 %100 372 P46-5 y -18.6 -18.6 0 %100 373 P43-2 y -18.6 -18.6 0 %100 374 P30-10 y -18.6 -18.6 0 %100 375 P34-9 y -18.6 -18.6 0 %100 376 P31-6 y -18.6 -18.6 0 %100 377 P30-1 y -18.6 -18.6 0 %100 378 P47-4 y -18.6 -18.6 0 %100 379 P36-2 y -18.6 -18.6 0 %100 380 P52-5 y -18.6 -18.6 0 %100 381 P45-4 y -18.6 -18.6 0 %100 382 P52-3 y -18.6 -18.6 0 %100 383 P54-8 y -18.6 -18.6 0 %100 384 P28-1 y -18.6 -18.6 0 %100 385 P48-3 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 78 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 386 P38-8 y -18.6 -18.6 0 %100 387 P28-2 y -18.6 -18.6 0 %100 388 P28-3 y -18.6 -18.6 0 %100 389 P28-4 y -18.6 -18.6 0 %100 390 P28-5 y -18.6 -18.6 0 %100 391 P30-7 y -18.6 -18.6 0 %100 392 P49-4 y -18.6 -18.6 0 %100 393 P28-6 y -18.6 -18.6 0 %100 394 P28-7 y -18.6 -18.6 0 %100 395 P28-8 y -18.6 -18.6 0 %100 396 P28-9 y -18.6 -18.6 0 %100 397 P28-10 y -18.6 -18.6 0 %100 398 P32-10 y -18.6 -18.6 0 %100 399 P44-3 y -18.6 -18.6 0 %100 400 P40-5 y -18.6 -18.6 0 %100 401 P52-9 y -18.6 -18.6 0 %100 402 P42-4 y -18.6 -18.6 0 %100 403 P30-6 y -18.6 -18.6 0 %100 404 P29-1 y -18.6 -18.6 0 %100 405 P38-6 y -18.6 -18.6 0 %100 406 P30-9 y -18.6 -18.6 0 %100 407 P30-4 y -18.6 -18.6 0 %100 408 P29-2 y -18.6 -18.6 0 %100 409 P47-7 y -18.6 -18.6 0 %100 410 P30-2 y -18.6 -18.6 0 %100 411 P29-3 y -18.6 -18.6 0 %100 412 P30-3 y -18.6 -18.6 0 %100 413 P29-4 y -18.6 -18.6 0 %100 414 P41-2 y -18.6 -18.6 0 %100 415 P29-5 y -18.6 -18.6 0 %100 416 P46-6 y -18.6 -18.6 0 %100 417 P30-5 y -18.6 -18.6 0 %100 418 P29-6 y -18.6 -18.6 0 %100 419 P29-7 y -18.6 -18.6 0 %100 420 P29-8 y -18.6 -18.6 0 %100 421 P51-7 y -18.6 -18.6 0 %100 422 P30-8 y -18.6 -18.6 0 %100 423 P50-5 y -18.6 -18.6 0 %100 424 P39-1 y -18.6 -18.6 0 %100 425 P29-9 y -18.6 -18.6 0 %100 426 P29-10 y -18.6 -18.6 0 %100 427 P52-2 y -18.6 -18.6 0 %100 428 P37-9 y -18.6 -18.6 0 %100 429 P39-9 y -18.6 -18.6 0 %100 430 P47-8 y -18.6 -18.6 0 %100 431 P42-2 y -18.6 -18.6 0 %100 432 P31-8 y -18.6 -18.6 0 %100 433 P34-6 y -18.6 -18.6 0 %100 434 P44-4 y -18.6 -18.6 0 %100 435 P45-6 y -18.6 -18.6 0 %100 436 P34-2 y -18.6 -18.6 0 %100 437 P43-6 y -18.6 -18.6 0 %100 438 P50-9 y -18.6 -18.6 0 %100 439 P51-4 y -18.6 -18.6 0 %100 440 P38-1 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 79 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 441 P52-4 y -18.6 -18.6 0 %100 442 P50-3 y -18.6 -18.6 0 %100 443 P37-7 y -18.6 -18.6 0 %100 444 P50-1 y -18.6 -18.6 0 %100 445 P32-7 y -18.6 -18.6 0 %100 446 P49-1 y -18.6 -18.6 0 %100 447 P42-10 y -18.6 -18.6 0 %100 448 P47-1 y -18.6 -18.6 0 %100 449 P33-10 y -18.6 -18.6 0 %100 450 P36-6 y -18.6 -18.6 0 %100 451 P37-10 y -18.6 -18.6 0 %100 452 P50-8 y -18.6 -18.6 0 %100 453 P41-10 y -18.6 -18.6 0 %100 454 P48-2 y -18.6 -18.6 0 %100 455 P31-3 y -18.6 -18.6 0 %100 456 P48-4 y -18.6 -18.6 0 %100 457 P40-2 y -18.6 -18.6 0 %100 458 P31-2 y -18.6 -18.6 0 %100 459 P46-4 y -18.6 -18.6 0 %100 460 P41-1 y -18.6 -18.6 0 %100 461 P37-3 y -18.6 -18.6 0 %100 462 P37-1 y -18.6 -18.6 0 %100 463 P49-2 y -18.6 -18.6 0 %100 464 P33-5 y -18.6 -18.6 0 %100 465 P44-6 y -18.6 -18.6 0 %100 466 P32-6 y -18.6 -18.6 0 %100 467 P48-1 y -18.6 -18.6 0 %100 468 P33-6 y -18.6 -18.6 0 %100 469 P40-4 y -18.6 -18.6 0 %100 470 P40-10 y -18.6 -18.6 0 %100 471 P46-9 y -18.6 -18.6 0 %100 472 P46-8 y -18.6 -18.6 0 %100 473 P34-5 y -18.6 -18.6 0 %100 474 P45-1 y -18.6 -18.6 0 %100 475 P52-8 y -18.6 -18.6 0 %100 476 P32-4 y -18.6 -18.6 0 %100 477 P32-3 y -18.6 -18.6 0 %100 478 P31-5 y -18.6 -18.6 0 %100 479 P31-9 y -18.6 -18.6 0 %100 480 P31-1 y -18.6 -18.6 0 %100 481 P32-9 y -18.6 -18.6 0 %100 482 P32-2 y -18.6 -18.6 0 %100 483 P32-5 y -18.6 -18.6 0 %100 484 P31-4 y -18.6 -18.6 0 %100 485 P31-7 y -18.6 -18.6 0 %100 486 P31-10 y -18.6 -18.6 0 %100 487 P33-4 y -18.6 -18.6 0 %100 488 P33-8 y -18.6 -18.6 0 %100 489 P50-6 y -18.6 -18.6 0 %100 490 P34-8 y -18.6 -18.6 0 %100 491 P33-1 y -18.6 -18.6 0 %100 492 P34-1 y -18.6 -18.6 0 %100 493 P34-3 y -18.6 -18.6 0 %100 494 P34-7 y -18.6 -18.6 0 %100 495 P34-4 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 80 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 496 P33-3 y -18.6 -18.6 0 %100 497 P33-7 y -18.6 -18.6 0 %100 498 P38-9 y -18.6 -18.6 0 %100 499 P34-10 y -18.6 -18.6 0 %100 500 P36-10 y -18.6 -18.6 0 %100 501 P36-7 y -18.6 -18.6 0 %100 502 P36-3 y -18.6 -18.6 0 %100 503 P35-4 y -18.6 -18.6 0 %100 504 P35-10 y -18.6 -18.6 0 %100 505 P36-5 y -18.6 -18.6 0 %100 506 P36-8 y -18.6 -18.6 0 %100 507 P41-4 y -18.6 -18.6 0 %100 508 P35-9 y -18.6 -18.6 0 %100 509 P54-6 y -18.6 -18.6 0 %100 510 P38-10 y -18.6 -18.6 0 %100 511 P35-1 y -18.6 -18.6 0 %100 512 P36-1 y -18.6 -18.6 0 %100 513 P36-9 y -18.6 -18.6 0 %100 514 P35-6 y -18.6 -18.6 0 %100 515 P36-4 y -18.6 -18.6 0 %100 516 P35-5 y -18.6 -18.6 0 %100 517 P35-2 y -18.6 -18.6 0 %100 518 P35-3 y -18.6 -18.6 0 %100 519 P35-7 y -18.6 -18.6 0 %100 520 P41-5 y -18.6 -18.6 0 %100 521 P37-5 y -18.6 -18.6 0 %100 522 P39-10 y -18.6 -18.6 0 %100 523 P37-4 y -18.6 -18.6 0 %100 524 P38-7 y -18.6 -18.6 0 %100 525 P37-8 y -18.6 -18.6 0 %100 526 P37-6 y -18.6 -18.6 0 %100 527 P52-6 y -18.6 -18.6 0 %100 528 P38-4 y -18.6 -18.6 0 %100 529 P37-2 y -18.6 -18.6 0 %100 530 P38-2 y -18.6 -18.6 0 %100 531 P39-6 y -18.6 -18.6 0 %100 532 P39-5 y -18.6 -18.6 0 %100 533 P40-9 y -18.6 -18.6 0 %100 534 P40-1 y -18.6 -18.6 0 %100 535 P39-7 y -18.6 -18.6 0 %100 536 P39-2 y -18.6 -18.6 0 %100 537 P40-3 y -18.6 -18.6 0 %100 538 P40-8 y -18.6 -18.6 0 %100 539 P49-9 y -18.6 -18.6 0 %100 540 P39-4 y -18.6 -18.6 0 %100 541 P40-7 y -18.6 -18.6 0 %100 542 P39-8 y -18.6 -18.6 0 %100 543 P40-6 y -18.6 -18.6 0 %100 544 P39-3 y -18.6 -18.6 0 %100 545 P42-3 y -18.6 -18.6 0 %100 546 P41-3 y -18.6 -18.6 0 %100 547 P42-1 y -18.6 -18.6 0 %100 548 P41-9 y -18.6 -18.6 0 %100 549 P48-6 y -18.6 -18.6 0 %100 550 P42-8 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 81 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 551 P41-6 y -18.6 -18.6 0 %100 552 P42-9 y -18.6 -18.6 0 %100 553 P42-7 y -18.6 -18.6 0 %100 554 P41-8 y -18.6 -18.6 0 %100 555 P46-2 y -18.6 -18.6 0 %100 556 P42-5 y -18.6 -18.6 0 %100 557 P42-6 y -18.6 -18.6 0 %100 558 P44-9 y -18.6 -18.6 0 %100 559 P43-4 y -18.6 -18.6 0 %100 560 P44-8 y -18.6 -18.6 0 %100 561 P44-5 y -18.6 -18.6 0 %100 562 P43-3 y -18.6 -18.6 0 %100 563 P44-1 y -18.6 -18.6 0 %100 564 P43-9 y -18.6 -18.6 0 %100 565 P51-5 y -18.6 -18.6 0 %100 566 P43-5 y -18.6 -18.6 0 %100 567 P43-7 y -18.6 -18.6 0 %100 568 P44-7 y -18.6 -18.6 0 %100 569 P43-8 y -18.6 -18.6 0 %100 570 P43-1 y -18.6 -18.6 0 %100 571 P44-2 y -18.6 -18.6 0 %100 572 P45-3 y -18.6 -18.6 0 %100 573 P45-5 y -18.6 -18.6 0 %100 574 P45-8 y -18.6 -18.6 0 %100 575 P45-7 y -18.6 -18.6 0 %100 576 P45-2 y -18.6 -18.6 0 %100 577 P46-3 y -18.6 -18.6 0 %100 578 P46-1 y -18.6 -18.6 0 %100 579 P45-9 y -18.6 -18.6 0 %100 580 P46-7 y -18.6 -18.6 0 %100 581 P47-9 y -18.6 -18.6 0 %100 582 P48-5 y -18.6 -18.6 0 %100 583 P47-5 y -18.6 -18.6 0 %100 584 P48-7 y -18.6 -18.6 0 %100 585 P48-8 y -18.6 -18.6 0 %100 586 P48-9 y -18.6 -18.6 0 %100 587 P47-2 y -18.6 -18.6 0 %100 588 P47-6 y -18.6 -18.6 0 %100 589 P50-4 y -18.6 -18.6 0 %100 590 P50-7 y -18.6 -18.6 0 %100 591 P49-5 y -18.6 -18.6 0 %100 592 P49-8 y -18.6 -18.6 0 %100 593 P50-2 y -18.6 -18.6 0 %100 594 P49-7 y -18.6 -18.6 0 %100 595 P49-6 y -18.6 -18.6 0 %100 596 P51-2 y -18.6 -18.6 0 %100 597 P51-9 y -18.6 -18.6 0 %100 598 P51-8 y -18.6 -18.6 0 %100 599 P51-3 y -18.6 -18.6 0 %100 600 P51-6 y -18.6 -18.6 0 %100 601 P54-7 y -18.6 -18.6 0 %100 602 P53-7 y -18.6 -18.6 0 %100 603 P53-8 y -18.6 -18.6 0 %100 604 P54-9 y -18.6 -18.6 0 %100 605 P54-3 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 82 Member Distributed Loads (BLC 4 : Wa, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 606 P53-3 y -18.6 -18.6 0 %100 607 P53-2 y -18.6 -18.6 0 %100 608 P53-4 y -18.6 -18.6 0 %100 609 P53-5 y -18.6 -18.6 0 %100 610 P54-4 y -18.6 -18.6 0 %100 611 P54-5 y -18.6 -18.6 0 %100 612 P53-9 y -18.6 -18.6 0 %100 Member Distributed Loads (BLC 5 : Wb, Unobstructed) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P24-13 y 68.3 68.3 0 %100 2 P19-3 y 68.3 68.3 0 %100 3 P6-14 y 68.3 68.3 0 %100 4 P4-8 y 68.3 68.3 0 %100 5 P27-3 y 68.3 68.3 0 %100 6 P3-5 y 68.3 68.3 0 %100 7 P23-8 y 68.3 68.3 0 %100 8 P2-13 y 68.3 68.3 0 %100 9 P7-2 y 68.3 68.3 0 %100 10 P23-1 y 68.3 68.3 0 %100 11 P3-4 y 68.3 68.3 0 %100 12 P9-5 y 68.3 68.3 0 %100 13 P22-2 y 68.3 68.3 0 %100 14 P27-7 y 68.3 68.3 0 %100 15 P8-8 y 68.3 68.3 0 %100 16 P4-4 y 68.3 68.3 0 %100 17 P13-7 y 68.3 68.3 0 %100 18 P3-11 y 68.3 68.3 0 %100 19 P4-2 y 68.3 68.3 0 %100 20 P8-12 y 68.3 68.3 0 %100 21 P10-7 y 68.3 68.3 0 %100 22 P3-10 y 68.3 68.3 0 %100 23 P17-8 y 68.3 68.3 0 %100 24 P4-11 y 68.3 68.3 0 %100 25 P21-8 y 68.3 68.3 0 %100 26 P7-3 y 68.3 68.3 0 %100 27 P5-10 y 68.3 68.3 0 %100 28 P18-11 y 68.3 68.3 0 %100 29 P16-11 y 68.3 68.3 0 %100 30 P12-14 y 68.3 68.3 0 %100 31 P22-11 y 68.3 68.3 0 %100 32 P15-14 y 68.3 68.3 0 %100 33 P14-10 y 68.3 68.3 0 %100 34 P21-11 y 68.3 68.3 0 %100 35 P16-4 y 68.3 68.3 0 %100 36 P18-10 y 68.3 68.3 0 %100 37 P23-4 y 68.3 68.3 0 %100 38 P7-12 y 68.3 68.3 0 %100 39 P19-8 y 68.3 68.3 0 %100 40 P23-14 y 68.3 68.3 0 %100 41 P16-1 y 68.3 68.3 0 %100 42 P8-3 y 68.3 68.3 0 %100 43 P16-10 y 68.3 68.3 0 %100 44 P8-7 y 68.3 68.3 0 %100 45 P20-9 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 83 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 46 P11-1 y 68.3 68.3 0 %100 47 P25-5 y 68.3 68.3 0 %100 48 P15-1 y 68.3 68.3 0 %100 49 P10-1 y 68.3 68.3 0 %100 50 P23-11 y 68.3 68.3 0 %100 51 P7-1 y 68.3 68.3 0 %100 52 P15-5 y 68.3 68.3 0 %100 53 P23-12 y 68.3 68.3 0 %100 54 P10-2 y 68.3 68.3 0 %100 55 P15-9 y 68.3 68.3 0 %100 56 P26-4 y 68.3 68.3 0 %100 57 P14-4 y 68.3 68.3 0 %100 58 P5-12 y 68.3 68.3 0 %100 59 P26-2 y 68.3 68.3 0 %100 60 P6-12 y 68.3 68.3 0 %100 61 P11-7 y 68.3 68.3 0 %100 62 P27-1 y 68.3 68.3 0 %100 63 P20-10 y 68.3 68.3 0 %100 64 P27-2 y 68.3 68.3 0 %100 65 P27-4 y 68.3 68.3 0 %100 66 P1-8 y 68.3 68.3 0 %100 67 P20-3 y 68.3 68.3 0 %100 68 P15-3 y 68.3 68.3 0 %100 69 P27-5 y 68.3 68.3 0 %100 70 P27-6 y 68.3 68.3 0 %100 71 P15-4 y 68.3 68.3 0 %100 72 P14-2 y 68.3 68.3 0 %100 73 P27-8 y 68.3 68.3 0 %100 74 P14-12 y 68.3 68.3 0 %100 75 P27-9 y 68.3 68.3 0 %100 76 P27-10 y 68.3 68.3 0 %100 77 P26-1 y 68.3 68.3 0 %100 78 P17-1 y 68.3 68.3 0 %100 79 P4-9 y 68.3 68.3 0 %100 80 P19-5 y 68.3 68.3 0 %100 81 P2-5 y 68.3 68.3 0 %100 82 P1-10 y 68.3 68.3 0 %100 83 P2-6 y 68.3 68.3 0 %100 84 P7-14 y 68.3 68.3 0 %100 85 P16-9 y 68.3 68.3 0 %100 86 P26-6 y 68.3 68.3 0 %100 87 P25-1 y 68.3 68.3 0 %100 88 P26-9 y 68.3 68.3 0 %100 89 P5-2 y 68.3 68.3 0 %100 90 P12-6 y 68.3 68.3 0 %100 91 P24-10 y 68.3 68.3 0 %100 92 P25-2 y 68.3 68.3 0 %100 93 P25-3 y 68.3 68.3 0 %100 94 P20-2 y 68.3 68.3 0 %100 95 P26-3 y 68.3 68.3 0 %100 96 P2-2 y 68.3 68.3 0 %100 97 P25-4 y 68.3 68.3 0 %100 98 P26-10 y 68.3 68.3 0 %100 99 P20-4 y 68.3 68.3 0 %100 100 P26-5 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 84 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 101 P25-6 y 68.3 68.3 0 %100 102 P5-8 y 68.3 68.3 0 %100 103 P25-7 y 68.3 68.3 0 %100 104 P6-2 y 68.3 68.3 0 %100 105 P10-6 y 68.3 68.3 0 %100 106 P26-7 y 68.3 68.3 0 %100 107 P25-8 y 68.3 68.3 0 %100 108 P26-8 y 68.3 68.3 0 %100 109 P25-9 y 68.3 68.3 0 %100 110 P6-6 y 68.3 68.3 0 %100 111 P25-10 y 68.3 68.3 0 %100 112 P24-11 y 68.3 68.3 0 %100 113 P22-12 y 68.3 68.3 0 %100 114 P3-12 y 68.3 68.3 0 %100 115 P2-12 y 68.3 68.3 0 %100 116 P12-13 y 68.3 68.3 0 %100 117 P14-7 y 68.3 68.3 0 %100 118 P3-6 y 68.3 68.3 0 %100 119 P17-2 y 68.3 68.3 0 %100 120 P24-3 y 68.3 68.3 0 %100 121 P6-3 y 68.3 68.3 0 %100 122 P11-2 y 68.3 68.3 0 %100 123 P11-8 y 68.3 68.3 0 %100 124 P5-1 y 68.3 68.3 0 %100 125 P7-7 y 68.3 68.3 0 %100 126 P3-2 y 68.3 68.3 0 %100 127 P24-7 y 68.3 68.3 0 %100 128 P23-2 y 68.3 68.3 0 %100 129 P24-9 y 68.3 68.3 0 %100 130 P23-9 y 68.3 68.3 0 %100 131 P24-12 y 68.3 68.3 0 %100 132 P21-10 y 68.3 68.3 0 %100 133 P4-10 y 68.3 68.3 0 %100 134 P6-8 y 68.3 68.3 0 %100 135 P24-6 y 68.3 68.3 0 %100 136 P24-4 y 68.3 68.3 0 %100 137 P24-1 y 68.3 68.3 0 %100 138 P24-2 y 68.3 68.3 0 %100 139 P23-3 y 68.3 68.3 0 %100 140 P14-1 y 68.3 68.3 0 %100 141 P23-5 y 68.3 68.3 0 %100 142 P24-5 y 68.3 68.3 0 %100 143 P23-6 y 68.3 68.3 0 %100 144 P23-7 y 68.3 68.3 0 %100 145 P1-4 y 68.3 68.3 0 %100 146 P21-9 y 68.3 68.3 0 %100 147 P24-8 y 68.3 68.3 0 %100 148 P12-3 y 68.3 68.3 0 %100 149 P13-9 y 68.3 68.3 0 %100 150 P12-12 y 68.3 68.3 0 %100 151 P23-10 y 68.3 68.3 0 %100 152 P23-13 y 68.3 68.3 0 %100 153 P22-5 y 68.3 68.3 0 %100 154 P21-13 y 68.3 68.3 0 %100 155 P22-10 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 85 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 156 P22-4 y 68.3 68.3 0 %100 157 P21-1 y 68.3 68.3 0 %100 158 P22-7 y 68.3 68.3 0 %100 159 P21-2 y 68.3 68.3 0 %100 160 P22-9 y 68.3 68.3 0 %100 161 P16-2 y 68.3 68.3 0 %100 162 P8-4 y 68.3 68.3 0 %100 163 P22-6 y 68.3 68.3 0 %100 164 P22-1 y 68.3 68.3 0 %100 165 P12-10 y 68.3 68.3 0 %100 166 P21-3 y 68.3 68.3 0 %100 167 P22-3 y 68.3 68.3 0 %100 168 P21-4 y 68.3 68.3 0 %100 169 P13-5 y 68.3 68.3 0 %100 170 P21-5 y 68.3 68.3 0 %100 171 P21-6 y 68.3 68.3 0 %100 172 P17-12 y 68.3 68.3 0 %100 173 P20-14 y 68.3 68.3 0 %100 174 P21-7 y 68.3 68.3 0 %100 175 P22-8 y 68.3 68.3 0 %100 176 P21-12 y 68.3 68.3 0 %100 177 P22-13 y 68.3 68.3 0 %100 178 P9-6 y 68.3 68.3 0 %100 179 P20-5 y 68.3 68.3 0 %100 180 P19-4 y 68.3 68.3 0 %100 181 P6-13 y 68.3 68.3 0 %100 182 P19-2 y 68.3 68.3 0 %100 183 P21-14 y 68.3 68.3 0 %100 184 P19-13 y 68.3 68.3 0 %100 185 P19-1 y 68.3 68.3 0 %100 186 P19-11 y 68.3 68.3 0 %100 187 P16-7 y 68.3 68.3 0 %100 188 P20-7 y 68.3 68.3 0 %100 189 P19-7 y 68.3 68.3 0 %100 190 P20-11 y 68.3 68.3 0 %100 191 P7-8 y 68.3 68.3 0 %100 192 P19-9 y 68.3 68.3 0 %100 193 P20-12 y 68.3 68.3 0 %100 194 P20-6 y 68.3 68.3 0 %100 195 P20-1 y 68.3 68.3 0 %100 196 P9-3 y 68.3 68.3 0 %100 197 P19-6 y 68.3 68.3 0 %100 198 P9-14 y 68.3 68.3 0 %100 199 P20-8 y 68.3 68.3 0 %100 200 P19-10 y 68.3 68.3 0 %100 201 P19-12 y 68.3 68.3 0 %100 202 P20-13 y 68.3 68.3 0 %100 203 P17-10 y 68.3 68.3 0 %100 204 P17-6 y 68.3 68.3 0 %100 205 P18-7 y 68.3 68.3 0 %100 206 P17-5 y 68.3 68.3 0 %100 207 P7-11 y 68.3 68.3 0 %100 208 P17-13 y 68.3 68.3 0 %100 209 P10-4 y 68.3 68.3 0 %100 210 P18-9 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 86 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 211 P24-14 y 68.3 68.3 0 %100 212 P18-6 y 68.3 68.3 0 %100 213 P18-3 y 68.3 68.3 0 %100 214 P18-5 y 68.3 68.3 0 %100 215 P17-4 y 68.3 68.3 0 %100 216 P18-2 y 68.3 68.3 0 %100 217 P18-4 y 68.3 68.3 0 %100 218 P17-11 y 68.3 68.3 0 %100 219 P22-14 y 68.3 68.3 0 %100 220 P17-9 y 68.3 68.3 0 %100 221 P18-12 y 68.3 68.3 0 %100 222 P13-8 y 68.3 68.3 0 %100 223 P18-1 y 68.3 68.3 0 %100 224 P17-3 y 68.3 68.3 0 %100 225 P17-7 y 68.3 68.3 0 %100 226 P18-8 y 68.3 68.3 0 %100 227 P12-1 y 68.3 68.3 0 %100 228 P18-13 y 68.3 68.3 0 %100 229 P15-12 y 68.3 68.3 0 %100 230 P11-12 y 68.3 68.3 0 %100 231 P10-14 y 68.3 68.3 0 %100 232 P16-13 y 68.3 68.3 0 %100 233 P16-12 y 68.3 68.3 0 %100 234 P15-2 y 68.3 68.3 0 %100 235 P15-10 y 68.3 68.3 0 %100 236 P15-6 y 68.3 68.3 0 %100 237 P15-13 y 68.3 68.3 0 %100 238 P13-3 y 68.3 68.3 0 %100 239 P16-6 y 68.3 68.3 0 %100 240 P16-5 y 68.3 68.3 0 %100 241 P15-8 y 68.3 68.3 0 %100 242 P15-11 y 68.3 68.3 0 %100 243 P14-8 y 68.3 68.3 0 %100 244 P5-7 y 68.3 68.3 0 %100 245 P16-3 y 68.3 68.3 0 %100 246 P15-7 y 68.3 68.3 0 %100 247 P16-8 y 68.3 68.3 0 %100 248 P13-1 y 68.3 68.3 0 %100 249 P14-6 y 68.3 68.3 0 %100 250 P14-3 y 68.3 68.3 0 %100 251 P14-11 y 68.3 68.3 0 %100 252 P6-10 y 68.3 68.3 0 %100 253 P2-8 y 68.3 68.3 0 %100 254 P14-5 y 68.3 68.3 0 %100 255 P13-10 y 68.3 68.3 0 %100 256 P13-6 y 68.3 68.3 0 %100 257 P13-12 y 68.3 68.3 0 %100 258 P14-13 y 68.3 68.3 0 %100 259 P13-4 y 68.3 68.3 0 %100 260 P14-9 y 68.3 68.3 0 %100 261 P13-2 y 68.3 68.3 0 %100 262 P13-13 y 68.3 68.3 0 %100 263 P13-11 y 68.3 68.3 0 %100 264 P11-4 y 68.3 68.3 0 %100 265 P11-6 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 87 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 266 P11-3 y 68.3 68.3 0 %100 267 P1-6 y 68.3 68.3 0 %100 268 P12-11 y 68.3 68.3 0 %100 269 P11-9 y 68.3 68.3 0 %100 270 P1-2 y 68.3 68.3 0 %100 271 P12-4 y 68.3 68.3 0 %100 272 P12-2 y 68.3 68.3 0 %100 273 P8-10 y 68.3 68.3 0 %100 274 P12-5 y 68.3 68.3 0 %100 275 P11-10 y 68.3 68.3 0 %100 276 P12-7 y 68.3 68.3 0 %100 277 P12-9 y 68.3 68.3 0 %100 278 P11-5 y 68.3 68.3 0 %100 279 P11-13 y 68.3 68.3 0 %100 280 P11-11 y 68.3 68.3 0 %100 281 P12-8 y 68.3 68.3 0 %100 282 P8-9 y 68.3 68.3 0 %100 283 P10-13 y 68.3 68.3 0 %100 284 P9-9 y 68.3 68.3 0 %100 285 P10-9 y 68.3 68.3 0 %100 286 P10-10 y 68.3 68.3 0 %100 287 P9-7 y 68.3 68.3 0 %100 288 P7-9 y 68.3 68.3 0 %100 289 P8-11 y 68.3 68.3 0 %100 290 P10-3 y 68.3 68.3 0 %100 291 P10-11 y 68.3 68.3 0 %100 292 P9-1 y 68.3 68.3 0 %100 293 P9-8 y 68.3 68.3 0 %100 294 P9-4 y 68.3 68.3 0 %100 295 P10-5 y 68.3 68.3 0 %100 296 P10-12 y 68.3 68.3 0 %100 297 P9-10 y 68.3 68.3 0 %100 298 P1-3 y 68.3 68.3 0 %100 299 P9-12 y 68.3 68.3 0 %100 300 P9-2 y 68.3 68.3 0 %100 301 P9-13 y 68.3 68.3 0 %100 302 P9-11 y 68.3 68.3 0 %100 303 P10-8 y 68.3 68.3 0 %100 304 P7-5 y 68.3 68.3 0 %100 305 P5-5 y 68.3 68.3 0 %100 306 P16-14 y 68.3 68.3 0 %100 307 P8-6 y 68.3 68.3 0 %100 308 P8-5 y 68.3 68.3 0 %100 309 P11-14 y 68.3 68.3 0 %100 310 P7-4 y 68.3 68.3 0 %100 311 P7-13 y 68.3 68.3 0 %100 312 P8-13 y 68.3 68.3 0 %100 313 P7-6 y 68.3 68.3 0 %100 314 P8-1 y 68.3 68.3 0 %100 315 P5-11 y 68.3 68.3 0 %100 316 P8-2 y 68.3 68.3 0 %100 317 P7-10 y 68.3 68.3 0 %100 318 P6-1 y 68.3 68.3 0 %100 319 P6-7 y 68.3 68.3 0 %100 320 P5-6 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 88 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 321 P4-6 y 68.3 68.3 0 %100 322 P6-5 y 68.3 68.3 0 %100 323 P6-9 y 68.3 68.3 0 %100 324 P6-4 y 68.3 68.3 0 %100 325 P5-9 y 68.3 68.3 0 %100 326 P6-11 y 68.3 68.3 0 %100 327 P5-4 y 68.3 68.3 0 %100 328 P5-13 y 68.3 68.3 0 %100 329 P5-3 y 68.3 68.3 0 %100 330 P2-3 y 68.3 68.3 0 %100 331 P4-3 y 68.3 68.3 0 %100 332 P4-5 y 68.3 68.3 0 %100 333 P3-9 y 68.3 68.3 0 %100 334 P4-12 y 68.3 68.3 0 %100 335 P4-7 y 68.3 68.3 0 %100 336 P3-7 y 68.3 68.3 0 %100 337 P4-13 y 68.3 68.3 0 %100 338 P3-8 y 68.3 68.3 0 %100 339 P3-13 y 68.3 68.3 0 %100 340 P3-3 y 68.3 68.3 0 %100 341 P19-14 y 68.3 68.3 0 %100 342 P18-14 y 68.3 68.3 0 %100 343 P8-14 y 68.3 68.3 0 %100 344 P17-14 y 68.3 68.3 0 %100 345 P14-14 y 68.3 68.3 0 %100 346 P13-14 y 68.3 68.3 0 %100 347 P5-14 y 68.3 68.3 0 %100 348 P2-11 y 68.3 68.3 0 %100 349 P2-10 y 68.3 68.3 0 %100 350 P1-9 y 68.3 68.3 0 %100 351 P1-7 y 68.3 68.3 0 %100 352 P1-12 y 68.3 68.3 0 %100 353 P1-5 y 68.3 68.3 0 %100 354 P2-7 y 68.3 68.3 0 %100 355 P2-4 y 68.3 68.3 0 %100 356 P1-11 y 68.3 68.3 0 %100 357 P2-9 y 68.3 68.3 0 %100 358 P1-13 y 68.3 68.3 0 %100 359 P33-2 y 6.2 6.2 0 %100 360 P32-8 y 6.2 6.2 0 %100 361 P38-3 y 6.2 6.2 0 %100 362 P52-7 y 6.2 6.2 0 %100 363 P33-9 y 6.2 6.2 0 %100 364 P35-8 y 6.2 6.2 0 %100 365 P38-5 y 6.2 6.2 0 %100 366 P53-6 y 6.2 6.2 0 %100 367 P54-2 y 6.2 6.2 0 %100 368 P32-1 y 6.2 6.2 0 %100 369 P49-3 y 6.2 6.2 0 %100 370 P41-7 y 6.2 6.2 0 %100 371 P47-3 y 6.2 6.2 0 %100 372 P46-5 y 6.2 6.2 0 %100 373 P43-2 y 6.2 6.2 0 %100 374 P30-10 y 6.2 6.2 0 %100 375 P34-9 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 89 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 376 P31-6 y 6.2 6.2 0 %100 377 P30-1 y 6.2 6.2 0 %100 378 P47-4 y 6.2 6.2 0 %100 379 P36-2 y 6.2 6.2 0 %100 380 P52-5 y 6.2 6.2 0 %100 381 P45-4 y 6.2 6.2 0 %100 382 P52-3 y 6.2 6.2 0 %100 383 P54-8 y 6.2 6.2 0 %100 384 P28-1 y 6.2 6.2 0 %100 385 P48-3 y 6.2 6.2 0 %100 386 P38-8 y 6.2 6.2 0 %100 387 P28-2 y 6.2 6.2 0 %100 388 P28-3 y 6.2 6.2 0 %100 389 P28-4 y 6.2 6.2 0 %100 390 P28-5 y 6.2 6.2 0 %100 391 P30-7 y 6.2 6.2 0 %100 392 P49-4 y 6.2 6.2 0 %100 393 P28-6 y 6.2 6.2 0 %100 394 P28-7 y 6.2 6.2 0 %100 395 P28-8 y 6.2 6.2 0 %100 396 P28-9 y 6.2 6.2 0 %100 397 P28-10 y 6.2 6.2 0 %100 398 P32-10 y 6.2 6.2 0 %100 399 P44-3 y 6.2 6.2 0 %100 400 P40-5 y 6.2 6.2 0 %100 401 P52-9 y 6.2 6.2 0 %100 402 P42-4 y 6.2 6.2 0 %100 403 P30-6 y 6.2 6.2 0 %100 404 P29-1 y 6.2 6.2 0 %100 405 P38-6 y 6.2 6.2 0 %100 406 P30-9 y 6.2 6.2 0 %100 407 P30-4 y 6.2 6.2 0 %100 408 P29-2 y 6.2 6.2 0 %100 409 P47-7 y 6.2 6.2 0 %100 410 P30-2 y 6.2 6.2 0 %100 411 P29-3 y 6.2 6.2 0 %100 412 P30-3 y 6.2 6.2 0 %100 413 P29-4 y 6.2 6.2 0 %100 414 P41-2 y 6.2 6.2 0 %100 415 P29-5 y 6.2 6.2 0 %100 416 P46-6 y 6.2 6.2 0 %100 417 P30-5 y 6.2 6.2 0 %100 418 P29-6 y 6.2 6.2 0 %100 419 P29-7 y 6.2 6.2 0 %100 420 P29-8 y 6.2 6.2 0 %100 421 P51-7 y 6.2 6.2 0 %100 422 P30-8 y 6.2 6.2 0 %100 423 P50-5 y 6.2 6.2 0 %100 424 P39-1 y 6.2 6.2 0 %100 425 P29-9 y 6.2 6.2 0 %100 426 P29-10 y 6.2 6.2 0 %100 427 P52-2 y 6.2 6.2 0 %100 428 P37-9 y 6.2 6.2 0 %100 429 P39-9 y 6.2 6.2 0 %100 430 P47-8 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 90 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 431 P42-2 y 6.2 6.2 0 %100 432 P31-8 y 6.2 6.2 0 %100 433 P34-6 y 6.2 6.2 0 %100 434 P44-4 y 6.2 6.2 0 %100 435 P45-6 y 6.2 6.2 0 %100 436 P34-2 y 6.2 6.2 0 %100 437 P43-6 y 6.2 6.2 0 %100 438 P50-9 y 6.2 6.2 0 %100 439 P51-4 y 6.2 6.2 0 %100 440 P38-1 y 6.2 6.2 0 %100 441 P52-4 y 6.2 6.2 0 %100 442 P50-3 y 6.2 6.2 0 %100 443 P37-7 y 6.2 6.2 0 %100 444 P50-1 y 6.2 6.2 0 %100 445 P32-7 y 6.2 6.2 0 %100 446 P49-1 y 6.2 6.2 0 %100 447 P42-10 y 6.2 6.2 0 %100 448 P47-1 y 6.2 6.2 0 %100 449 P33-10 y 6.2 6.2 0 %100 450 P36-6 y 6.2 6.2 0 %100 451 P37-10 y 6.2 6.2 0 %100 452 P50-8 y 6.2 6.2 0 %100 453 P41-10 y 6.2 6.2 0 %100 454 P48-2 y 6.2 6.2 0 %100 455 P31-3 y 6.2 6.2 0 %100 456 P48-4 y 6.2 6.2 0 %100 457 P40-2 y 6.2 6.2 0 %100 458 P31-2 y 6.2 6.2 0 %100 459 P46-4 y 6.2 6.2 0 %100 460 P41-1 y 6.2 6.2 0 %100 461 P37-3 y 6.2 6.2 0 %100 462 P37-1 y 6.2 6.2 0 %100 463 P49-2 y 6.2 6.2 0 %100 464 P33-5 y 6.2 6.2 0 %100 465 P44-6 y 6.2 6.2 0 %100 466 P32-6 y 6.2 6.2 0 %100 467 P48-1 y 6.2 6.2 0 %100 468 P33-6 y 6.2 6.2 0 %100 469 P40-4 y 6.2 6.2 0 %100 470 P40-10 y 6.2 6.2 0 %100 471 P46-9 y 6.2 6.2 0 %100 472 P46-8 y 6.2 6.2 0 %100 473 P34-5 y 6.2 6.2 0 %100 474 P45-1 y 6.2 6.2 0 %100 475 P52-8 y 6.2 6.2 0 %100 476 P32-4 y 6.2 6.2 0 %100 477 P32-3 y 6.2 6.2 0 %100 478 P31-5 y 6.2 6.2 0 %100 479 P31-9 y 6.2 6.2 0 %100 480 P31-1 y 6.2 6.2 0 %100 481 P32-9 y 6.2 6.2 0 %100 482 P32-2 y 6.2 6.2 0 %100 483 P32-5 y 6.2 6.2 0 %100 484 P31-4 y 6.2 6.2 0 %100 485 P31-7 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 91 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 486 P31-10 y 6.2 6.2 0 %100 487 P33-4 y 6.2 6.2 0 %100 488 P33-8 y 6.2 6.2 0 %100 489 P50-6 y 6.2 6.2 0 %100 490 P34-8 y 6.2 6.2 0 %100 491 P33-1 y 6.2 6.2 0 %100 492 P34-1 y 6.2 6.2 0 %100 493 P34-3 y 6.2 6.2 0 %100 494 P34-7 y 6.2 6.2 0 %100 495 P34-4 y 6.2 6.2 0 %100 496 P33-3 y 6.2 6.2 0 %100 497 P33-7 y 6.2 6.2 0 %100 498 P38-9 y 6.2 6.2 0 %100 499 P34-10 y 6.2 6.2 0 %100 500 P36-10 y 6.2 6.2 0 %100 501 P36-7 y 6.2 6.2 0 %100 502 P36-3 y 6.2 6.2 0 %100 503 P35-4 y 6.2 6.2 0 %100 504 P35-10 y 6.2 6.2 0 %100 505 P36-5 y 6.2 6.2 0 %100 506 P36-8 y 6.2 6.2 0 %100 507 P41-4 y 6.2 6.2 0 %100 508 P35-9 y 6.2 6.2 0 %100 509 P54-6 y 6.2 6.2 0 %100 510 P38-10 y 6.2 6.2 0 %100 511 P35-1 y 6.2 6.2 0 %100 512 P36-1 y 6.2 6.2 0 %100 513 P36-9 y 6.2 6.2 0 %100 514 P35-6 y 6.2 6.2 0 %100 515 P36-4 y 6.2 6.2 0 %100 516 P35-5 y 6.2 6.2 0 %100 517 P35-2 y 6.2 6.2 0 %100 518 P35-3 y 6.2 6.2 0 %100 519 P35-7 y 6.2 6.2 0 %100 520 P41-5 y 6.2 6.2 0 %100 521 P37-5 y 6.2 6.2 0 %100 522 P39-10 y 6.2 6.2 0 %100 523 P37-4 y 6.2 6.2 0 %100 524 P38-7 y 6.2 6.2 0 %100 525 P37-8 y 6.2 6.2 0 %100 526 P37-6 y 6.2 6.2 0 %100 527 P52-6 y 6.2 6.2 0 %100 528 P38-4 y 6.2 6.2 0 %100 529 P37-2 y 6.2 6.2 0 %100 530 P38-2 y 6.2 6.2 0 %100 531 P39-6 y 6.2 6.2 0 %100 532 P39-5 y 6.2 6.2 0 %100 533 P40-9 y 6.2 6.2 0 %100 534 P40-1 y 6.2 6.2 0 %100 535 P39-7 y 6.2 6.2 0 %100 536 P39-2 y 6.2 6.2 0 %100 537 P40-3 y 6.2 6.2 0 %100 538 P40-8 y 6.2 6.2 0 %100 539 P49-9 y 6.2 6.2 0 %100 540 P39-4 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 92 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 541 P40-7 y 6.2 6.2 0 %100 542 P39-8 y 6.2 6.2 0 %100 543 P40-6 y 6.2 6.2 0 %100 544 P39-3 y 6.2 6.2 0 %100 545 P42-3 y 6.2 6.2 0 %100 546 P41-3 y 6.2 6.2 0 %100 547 P42-1 y 6.2 6.2 0 %100 548 P41-9 y 6.2 6.2 0 %100 549 P48-6 y 6.2 6.2 0 %100 550 P42-8 y 6.2 6.2 0 %100 551 P41-6 y 6.2 6.2 0 %100 552 P42-9 y 6.2 6.2 0 %100 553 P42-7 y 6.2 6.2 0 %100 554 P41-8 y 6.2 6.2 0 %100 555 P46-2 y 6.2 6.2 0 %100 556 P42-5 y 6.2 6.2 0 %100 557 P42-6 y 6.2 6.2 0 %100 558 P44-9 y 6.2 6.2 0 %100 559 P43-4 y 6.2 6.2 0 %100 560 P44-8 y 6.2 6.2 0 %100 561 P44-5 y 6.2 6.2 0 %100 562 P43-3 y 6.2 6.2 0 %100 563 P44-1 y 6.2 6.2 0 %100 564 P43-9 y 6.2 6.2 0 %100 565 P51-5 y 6.2 6.2 0 %100 566 P43-5 y 6.2 6.2 0 %100 567 P43-7 y 6.2 6.2 0 %100 568 P44-7 y 6.2 6.2 0 %100 569 P43-8 y 6.2 6.2 0 %100 570 P43-1 y 6.2 6.2 0 %100 571 P44-2 y 6.2 6.2 0 %100 572 P45-3 y 6.2 6.2 0 %100 573 P45-5 y 6.2 6.2 0 %100 574 P45-8 y 6.2 6.2 0 %100 575 P45-7 y 6.2 6.2 0 %100 576 P45-2 y 6.2 6.2 0 %100 577 P46-3 y 6.2 6.2 0 %100 578 P46-1 y 6.2 6.2 0 %100 579 P45-9 y 6.2 6.2 0 %100 580 P46-7 y 6.2 6.2 0 %100 581 P47-9 y 6.2 6.2 0 %100 582 P48-5 y 6.2 6.2 0 %100 583 P47-5 y 6.2 6.2 0 %100 584 P48-7 y 6.2 6.2 0 %100 585 P48-8 y 6.2 6.2 0 %100 586 P48-9 y 6.2 6.2 0 %100 587 P47-2 y 6.2 6.2 0 %100 588 P47-6 y 6.2 6.2 0 %100 589 P50-4 y 6.2 6.2 0 %100 590 P50-7 y 6.2 6.2 0 %100 591 P49-5 y 6.2 6.2 0 %100 592 P49-8 y 6.2 6.2 0 %100 593 P50-2 y 6.2 6.2 0 %100 594 P49-7 y 6.2 6.2 0 %100 595 P49-6 y 6.2 6.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 93 Member Distributed Loads (BLC 5 : Wb, Unobstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 596 P51-2 y 6.2 6.2 0 %100 597 P51-9 y 6.2 6.2 0 %100 598 P51-8 y 6.2 6.2 0 %100 599 P51-3 y 6.2 6.2 0 %100 600 P51-6 y 6.2 6.2 0 %100 601 P54-7 y 6.2 6.2 0 %100 602 P53-7 y 6.2 6.2 0 %100 603 P53-8 y 6.2 6.2 0 %100 604 P54-9 y 6.2 6.2 0 %100 605 P54-3 y 6.2 6.2 0 %100 606 P53-3 y 6.2 6.2 0 %100 607 P53-2 y 6.2 6.2 0 %100 608 P53-4 y 6.2 6.2 0 %100 609 P53-5 y 6.2 6.2 0 %100 610 P54-4 y 6.2 6.2 0 %100 611 P54-5 y 6.2 6.2 0 %100 612 P53-9 y 6.2 6.2 0 %100 Member Distributed Loads (BLC 6 : Wa, Obstructed) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P24-13 y 31 31 0 %100 2 P19-3 y 31 31 0 %100 3 P6-14 y 31 31 0 %100 4 P4-8 y 31 31 0 %100 5 P27-3 y 31 31 0 %100 6 P3-5 y 31 31 0 %100 7 P23-8 y 31 31 0 %100 8 P2-13 y 31 31 0 %100 9 P7-2 y 31 31 0 %100 10 P23-1 y 31 31 0 %100 11 P3-4 y 31 31 0 %100 12 P9-5 y 31 31 0 %100 13 P22-2 y 31 31 0 %100 14 P27-7 y 31 31 0 %100 15 P8-8 y 31 31 0 %100 16 P4-4 y 31 31 0 %100 17 P13-7 y 31 31 0 %100 18 P3-11 y 31 31 0 %100 19 P4-2 y 31 31 0 %100 20 P8-12 y 31 31 0 %100 21 P10-7 y 31 31 0 %100 22 P3-10 y 31 31 0 %100 23 P17-8 y 31 31 0 %100 24 P4-11 y 31 31 0 %100 25 P21-8 y 31 31 0 %100 26 P7-3 y 31 31 0 %100 27 P5-10 y 31 31 0 %100 28 P18-11 y 31 31 0 %100 29 P16-11 y 31 31 0 %100 30 P12-14 y 31 31 0 %100 31 P22-11 y 31 31 0 %100 32 P15-14 y 31 31 0 %100 33 P14-10 y 31 31 0 %100 34 P21-11 y 31 31 0 %100 35 P16-4 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 94 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 36 P18-10 y 31 31 0 %100 37 P23-4 y 31 31 0 %100 38 P7-12 y 31 31 0 %100 39 P19-8 y 31 31 0 %100 40 P23-14 y 31 31 0 %100 41 P16-1 y 31 31 0 %100 42 P8-3 y 31 31 0 %100 43 P16-10 y 31 31 0 %100 44 P8-7 y 31 31 0 %100 45 P20-9 y 31 31 0 %100 46 P11-1 y 31 31 0 %100 47 P25-5 y 31 31 0 %100 48 P15-1 y 31 31 0 %100 49 P10-1 y 31 31 0 %100 50 P23-11 y 31 31 0 %100 51 P7-1 y 31 31 0 %100 52 P15-5 y 31 31 0 %100 53 P23-12 y 31 31 0 %100 54 P10-2 y 31 31 0 %100 55 P15-9 y 31 31 0 %100 56 P26-4 y 31 31 0 %100 57 P14-4 y 31 31 0 %100 58 P5-12 y 31 31 0 %100 59 P26-2 y 31 31 0 %100 60 P6-12 y 31 31 0 %100 61 P11-7 y 31 31 0 %100 62 P27-1 y 31 31 0 %100 63 P20-10 y 31 31 0 %100 64 P27-2 y 31 31 0 %100 65 P27-4 y 31 31 0 %100 66 P1-8 y 31 31 0 %100 67 P20-3 y 31 31 0 %100 68 P15-3 y 31 31 0 %100 69 P27-5 y 31 31 0 %100 70 P27-6 y 31 31 0 %100 71 P15-4 y 31 31 0 %100 72 P14-2 y 31 31 0 %100 73 P27-8 y 31 31 0 %100 74 P14-12 y 31 31 0 %100 75 P27-9 y 31 31 0 %100 76 P27-10 y 31 31 0 %100 77 P26-1 y 31 31 0 %100 78 P17-1 y 31 31 0 %100 79 P4-9 y 31 31 0 %100 80 P19-5 y 31 31 0 %100 81 P2-5 y 31 31 0 %100 82 P1-10 y 31 31 0 %100 83 P2-6 y 31 31 0 %100 84 P7-14 y 31 31 0 %100 85 P16-9 y 31 31 0 %100 86 P26-6 y 31 31 0 %100 87 P25-1 y 31 31 0 %100 88 P26-9 y 31 31 0 %100 89 P5-2 y 31 31 0 %100 90 P12-6 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 95 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 91 P24-10 y 31 31 0 %100 92 P25-2 y 31 31 0 %100 93 P25-3 y 31 31 0 %100 94 P20-2 y 31 31 0 %100 95 P26-3 y 31 31 0 %100 96 P2-2 y 31 31 0 %100 97 P25-4 y 31 31 0 %100 98 P26-10 y 31 31 0 %100 99 P20-4 y 31 31 0 %100 100 P26-5 y 31 31 0 %100 101 P25-6 y 31 31 0 %100 102 P5-8 y 31 31 0 %100 103 P25-7 y 31 31 0 %100 104 P6-2 y 31 31 0 %100 105 P10-6 y 31 31 0 %100 106 P26-7 y 31 31 0 %100 107 P25-8 y 31 31 0 %100 108 P26-8 y 31 31 0 %100 109 P25-9 y 31 31 0 %100 110 P6-6 y 31 31 0 %100 111 P25-10 y 31 31 0 %100 112 P24-11 y 31 31 0 %100 113 P22-12 y 31 31 0 %100 114 P3-12 y 31 31 0 %100 115 P2-12 y 31 31 0 %100 116 P12-13 y 31 31 0 %100 117 P14-7 y 31 31 0 %100 118 P3-6 y 31 31 0 %100 119 P17-2 y 31 31 0 %100 120 P24-3 y 31 31 0 %100 121 P6-3 y 31 31 0 %100 122 P11-2 y 31 31 0 %100 123 P11-8 y 31 31 0 %100 124 P5-1 y 31 31 0 %100 125 P7-7 y 31 31 0 %100 126 P3-2 y 31 31 0 %100 127 P24-7 y 31 31 0 %100 128 P23-2 y 31 31 0 %100 129 P24-9 y 31 31 0 %100 130 P23-9 y 31 31 0 %100 131 P24-12 y 31 31 0 %100 132 P21-10 y 31 31 0 %100 133 P4-10 y 31 31 0 %100 134 P6-8 y 31 31 0 %100 135 P24-6 y 31 31 0 %100 136 P24-4 y 31 31 0 %100 137 P24-1 y 31 31 0 %100 138 P24-2 y 31 31 0 %100 139 P23-3 y 31 31 0 %100 140 P14-1 y 31 31 0 %100 141 P23-5 y 31 31 0 %100 142 P24-5 y 31 31 0 %100 143 P23-6 y 31 31 0 %100 144 P23-7 y 31 31 0 %100 145 P1-4 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 96 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 146 P21-9 y 31 31 0 %100 147 P24-8 y 31 31 0 %100 148 P12-3 y 31 31 0 %100 149 P13-9 y 31 31 0 %100 150 P12-12 y 31 31 0 %100 151 P23-10 y 31 31 0 %100 152 P23-13 y 31 31 0 %100 153 P22-5 y 31 31 0 %100 154 P21-13 y 31 31 0 %100 155 P22-10 y 31 31 0 %100 156 P22-4 y 31 31 0 %100 157 P21-1 y 31 31 0 %100 158 P22-7 y 31 31 0 %100 159 P21-2 y 31 31 0 %100 160 P22-9 y 31 31 0 %100 161 P16-2 y 31 31 0 %100 162 P8-4 y 31 31 0 %100 163 P22-6 y 31 31 0 %100 164 P22-1 y 31 31 0 %100 165 P12-10 y 31 31 0 %100 166 P21-3 y 31 31 0 %100 167 P22-3 y 31 31 0 %100 168 P21-4 y 31 31 0 %100 169 P13-5 y 31 31 0 %100 170 P21-5 y 31 31 0 %100 171 P21-6 y 31 31 0 %100 172 P17-12 y 31 31 0 %100 173 P20-14 y 31 31 0 %100 174 P21-7 y 31 31 0 %100 175 P22-8 y 31 31 0 %100 176 P21-12 y 31 31 0 %100 177 P22-13 y 31 31 0 %100 178 P9-6 y 31 31 0 %100 179 P20-5 y 31 31 0 %100 180 P19-4 y 31 31 0 %100 181 P6-13 y 31 31 0 %100 182 P19-2 y 31 31 0 %100 183 P21-14 y 31 31 0 %100 184 P19-13 y 31 31 0 %100 185 P19-1 y 31 31 0 %100 186 P19-11 y 31 31 0 %100 187 P16-7 y 31 31 0 %100 188 P20-7 y 31 31 0 %100 189 P19-7 y 31 31 0 %100 190 P20-11 y 31 31 0 %100 191 P7-8 y 31 31 0 %100 192 P19-9 y 31 31 0 %100 193 P20-12 y 31 31 0 %100 194 P20-6 y 31 31 0 %100 195 P20-1 y 31 31 0 %100 196 P9-3 y 31 31 0 %100 197 P19-6 y 31 31 0 %100 198 P9-14 y 31 31 0 %100 199 P20-8 y 31 31 0 %100 200 P19-10 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 97 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 201 P19-12 y 31 31 0 %100 202 P20-13 y 31 31 0 %100 203 P17-10 y 31 31 0 %100 204 P17-6 y 31 31 0 %100 205 P18-7 y 31 31 0 %100 206 P17-5 y 31 31 0 %100 207 P7-11 y 31 31 0 %100 208 P17-13 y 31 31 0 %100 209 P10-4 y 31 31 0 %100 210 P18-9 y 31 31 0 %100 211 P24-14 y 31 31 0 %100 212 P18-6 y 31 31 0 %100 213 P18-3 y 31 31 0 %100 214 P18-5 y 31 31 0 %100 215 P17-4 y 31 31 0 %100 216 P18-2 y 31 31 0 %100 217 P18-4 y 31 31 0 %100 218 P17-11 y 31 31 0 %100 219 P22-14 y 31 31 0 %100 220 P17-9 y 31 31 0 %100 221 P18-12 y 31 31 0 %100 222 P13-8 y 31 31 0 %100 223 P18-1 y 31 31 0 %100 224 P17-3 y 31 31 0 %100 225 P17-7 y 31 31 0 %100 226 P18-8 y 31 31 0 %100 227 P12-1 y 31 31 0 %100 228 P18-13 y 31 31 0 %100 229 P15-12 y 31 31 0 %100 230 P11-12 y 31 31 0 %100 231 P10-14 y 31 31 0 %100 232 P16-13 y 31 31 0 %100 233 P16-12 y 31 31 0 %100 234 P15-2 y 31 31 0 %100 235 P15-10 y 31 31 0 %100 236 P15-6 y 31 31 0 %100 237 P15-13 y 31 31 0 %100 238 P13-3 y 31 31 0 %100 239 P16-6 y 31 31 0 %100 240 P16-5 y 31 31 0 %100 241 P15-8 y 31 31 0 %100 242 P15-11 y 31 31 0 %100 243 P14-8 y 31 31 0 %100 244 P5-7 y 31 31 0 %100 245 P16-3 y 31 31 0 %100 246 P15-7 y 31 31 0 %100 247 P16-8 y 31 31 0 %100 248 P13-1 y 31 31 0 %100 249 P14-6 y 31 31 0 %100 250 P14-3 y 31 31 0 %100 251 P14-11 y 31 31 0 %100 252 P6-10 y 31 31 0 %100 253 P2-8 y 31 31 0 %100 254 P14-5 y 31 31 0 %100 255 P13-10 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 98 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 256 P13-6 y 31 31 0 %100 257 P13-12 y 31 31 0 %100 258 P14-13 y 31 31 0 %100 259 P13-4 y 31 31 0 %100 260 P14-9 y 31 31 0 %100 261 P13-2 y 31 31 0 %100 262 P13-13 y 31 31 0 %100 263 P13-11 y 31 31 0 %100 264 P11-4 y 31 31 0 %100 265 P11-6 y 31 31 0 %100 266 P11-3 y 31 31 0 %100 267 P1-6 y 31 31 0 %100 268 P12-11 y 31 31 0 %100 269 P11-9 y 31 31 0 %100 270 P1-2 y 31 31 0 %100 271 P12-4 y 31 31 0 %100 272 P12-2 y 31 31 0 %100 273 P8-10 y 31 31 0 %100 274 P12-5 y 31 31 0 %100 275 P11-10 y 31 31 0 %100 276 P12-7 y 31 31 0 %100 277 P12-9 y 31 31 0 %100 278 P11-5 y 31 31 0 %100 279 P11-13 y 31 31 0 %100 280 P11-11 y 31 31 0 %100 281 P12-8 y 31 31 0 %100 282 P8-9 y 31 31 0 %100 283 P10-13 y 31 31 0 %100 284 P9-9 y 31 31 0 %100 285 P10-9 y 31 31 0 %100 286 P10-10 y 31 31 0 %100 287 P9-7 y 31 31 0 %100 288 P7-9 y 31 31 0 %100 289 P8-11 y 31 31 0 %100 290 P10-3 y 31 31 0 %100 291 P10-11 y 31 31 0 %100 292 P9-1 y 31 31 0 %100 293 P9-8 y 31 31 0 %100 294 P9-4 y 31 31 0 %100 295 P10-5 y 31 31 0 %100 296 P10-12 y 31 31 0 %100 297 P9-10 y 31 31 0 %100 298 P1-3 y 31 31 0 %100 299 P9-12 y 31 31 0 %100 300 P9-2 y 31 31 0 %100 301 P9-13 y 31 31 0 %100 302 P9-11 y 31 31 0 %100 303 P10-8 y 31 31 0 %100 304 P7-5 y 31 31 0 %100 305 P5-5 y 31 31 0 %100 306 P16-14 y 31 31 0 %100 307 P8-6 y 31 31 0 %100 308 P8-5 y 31 31 0 %100 309 P11-14 y 31 31 0 %100 310 P7-4 y 31 31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 99 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 311 P7-13 y 31 31 0 %100 312 P8-13 y 31 31 0 %100 313 P7-6 y 31 31 0 %100 314 P8-1 y 31 31 0 %100 315 P5-11 y 31 31 0 %100 316 P8-2 y 31 31 0 %100 317 P7-10 y 31 31 0 %100 318 P6-1 y 31 31 0 %100 319 P6-7 y 31 31 0 %100 320 P5-6 y 31 31 0 %100 321 P4-6 y 31 31 0 %100 322 P6-5 y 31 31 0 %100 323 P6-9 y 31 31 0 %100 324 P6-4 y 31 31 0 %100 325 P5-9 y 31 31 0 %100 326 P6-11 y 31 31 0 %100 327 P5-4 y 31 31 0 %100 328 P5-13 y 31 31 0 %100 329 P5-3 y 31 31 0 %100 330 P2-3 y 31 31 0 %100 331 P4-3 y 31 31 0 %100 332 P4-5 y 31 31 0 %100 333 P3-9 y 31 31 0 %100 334 P4-12 y 31 31 0 %100 335 P4-7 y 31 31 0 %100 336 P3-7 y 31 31 0 %100 337 P4-13 y 31 31 0 %100 338 P3-8 y 31 31 0 %100 339 P3-13 y 31 31 0 %100 340 P3-3 y 31 31 0 %100 341 P19-14 y 31 31 0 %100 342 P18-14 y 31 31 0 %100 343 P8-14 y 31 31 0 %100 344 P17-14 y 31 31 0 %100 345 P14-14 y 31 31 0 %100 346 P13-14 y 31 31 0 %100 347 P5-14 y 31 31 0 %100 348 P2-11 y 31 31 0 %100 349 P2-10 y 31 31 0 %100 350 P1-9 y 31 31 0 %100 351 P1-7 y 31 31 0 %100 352 P1-12 y 31 31 0 %100 353 P1-5 y 31 31 0 %100 354 P2-7 y 31 31 0 %100 355 P2-4 y 31 31 0 %100 356 P1-11 y 31 31 0 %100 357 P2-9 y 31 31 0 %100 358 P1-13 y 31 31 0 %100 359 P33-2 y 74.5 74.5 0 %100 360 P32-8 y 74.5 74.5 0 %100 361 P38-3 y 74.5 74.5 0 %100 362 P52-7 y 74.5 74.5 0 %100 363 P33-9 y 74.5 74.5 0 %100 364 P35-8 y 74.5 74.5 0 %100 365 P38-5 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 100 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 366 P53-6 y 74.5 74.5 0 %100 367 P54-2 y 74.5 74.5 0 %100 368 P32-1 y 74.5 74.5 0 %100 369 P49-3 y 74.5 74.5 0 %100 370 P41-7 y 74.5 74.5 0 %100 371 P47-3 y 74.5 74.5 0 %100 372 P46-5 y 74.5 74.5 0 %100 373 P43-2 y 74.5 74.5 0 %100 374 P30-10 y 74.5 74.5 0 %100 375 P34-9 y 74.5 74.5 0 %100 376 P31-6 y 74.5 74.5 0 %100 377 P30-1 y 74.5 74.5 0 %100 378 P47-4 y 74.5 74.5 0 %100 379 P36-2 y 74.5 74.5 0 %100 380 P52-5 y 74.5 74.5 0 %100 381 P45-4 y 74.5 74.5 0 %100 382 P52-3 y 74.5 74.5 0 %100 383 P54-8 y 74.5 74.5 0 %100 384 P28-1 y 74.5 74.5 0 %100 385 P48-3 y 74.5 74.5 0 %100 386 P38-8 y 74.5 74.5 0 %100 387 P28-2 y 74.5 74.5 0 %100 388 P28-3 y 74.5 74.5 0 %100 389 P28-4 y 74.5 74.5 0 %100 390 P28-5 y 74.5 74.5 0 %100 391 P30-7 y 74.5 74.5 0 %100 392 P49-4 y 74.5 74.5 0 %100 393 P28-6 y 74.5 74.5 0 %100 394 P28-7 y 74.5 74.5 0 %100 395 P28-8 y 74.5 74.5 0 %100 396 P28-9 y 74.5 74.5 0 %100 397 P28-10 y 74.5 74.5 0 %100 398 P32-10 y 74.5 74.5 0 %100 399 P44-3 y 74.5 74.5 0 %100 400 P40-5 y 74.5 74.5 0 %100 401 P52-9 y 74.5 74.5 0 %100 402 P42-4 y 74.5 74.5 0 %100 403 P30-6 y 74.5 74.5 0 %100 404 P29-1 y 74.5 74.5 0 %100 405 P38-6 y 74.5 74.5 0 %100 406 P30-9 y 74.5 74.5 0 %100 407 P30-4 y 74.5 74.5 0 %100 408 P29-2 y 74.5 74.5 0 %100 409 P47-7 y 74.5 74.5 0 %100 410 P30-2 y 74.5 74.5 0 %100 411 P29-3 y 74.5 74.5 0 %100 412 P30-3 y 74.5 74.5 0 %100 413 P29-4 y 74.5 74.5 0 %100 414 P41-2 y 74.5 74.5 0 %100 415 P29-5 y 74.5 74.5 0 %100 416 P46-6 y 74.5 74.5 0 %100 417 P30-5 y 74.5 74.5 0 %100 418 P29-6 y 74.5 74.5 0 %100 419 P29-7 y 74.5 74.5 0 %100 420 P29-8 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 101 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 421 P51-7 y 74.5 74.5 0 %100 422 P30-8 y 74.5 74.5 0 %100 423 P50-5 y 74.5 74.5 0 %100 424 P39-1 y 74.5 74.5 0 %100 425 P29-9 y 74.5 74.5 0 %100 426 P29-10 y 74.5 74.5 0 %100 427 P52-2 y 74.5 74.5 0 %100 428 P37-9 y 74.5 74.5 0 %100 429 P39-9 y 74.5 74.5 0 %100 430 P47-8 y 74.5 74.5 0 %100 431 P42-2 y 74.5 74.5 0 %100 432 P31-8 y 74.5 74.5 0 %100 433 P34-6 y 74.5 74.5 0 %100 434 P44-4 y 74.5 74.5 0 %100 435 P45-6 y 74.5 74.5 0 %100 436 P34-2 y 74.5 74.5 0 %100 437 P43-6 y 74.5 74.5 0 %100 438 P50-9 y 74.5 74.5 0 %100 439 P51-4 y 74.5 74.5 0 %100 440 P38-1 y 74.5 74.5 0 %100 441 P52-4 y 74.5 74.5 0 %100 442 P50-3 y 74.5 74.5 0 %100 443 P37-7 y 74.5 74.5 0 %100 444 P50-1 y 74.5 74.5 0 %100 445 P32-7 y 74.5 74.5 0 %100 446 P49-1 y 74.5 74.5 0 %100 447 P42-10 y 74.5 74.5 0 %100 448 P47-1 y 74.5 74.5 0 %100 449 P33-10 y 74.5 74.5 0 %100 450 P36-6 y 74.5 74.5 0 %100 451 P37-10 y 74.5 74.5 0 %100 452 P50-8 y 74.5 74.5 0 %100 453 P41-10 y 74.5 74.5 0 %100 454 P48-2 y 74.5 74.5 0 %100 455 P31-3 y 74.5 74.5 0 %100 456 P48-4 y 74.5 74.5 0 %100 457 P40-2 y 74.5 74.5 0 %100 458 P31-2 y 74.5 74.5 0 %100 459 P46-4 y 74.5 74.5 0 %100 460 P41-1 y 74.5 74.5 0 %100 461 P37-3 y 74.5 74.5 0 %100 462 P37-1 y 74.5 74.5 0 %100 463 P49-2 y 74.5 74.5 0 %100 464 P33-5 y 74.5 74.5 0 %100 465 P44-6 y 74.5 74.5 0 %100 466 P32-6 y 74.5 74.5 0 %100 467 P48-1 y 74.5 74.5 0 %100 468 P33-6 y 74.5 74.5 0 %100 469 P40-4 y 74.5 74.5 0 %100 470 P40-10 y 74.5 74.5 0 %100 471 P46-9 y 74.5 74.5 0 %100 472 P46-8 y 74.5 74.5 0 %100 473 P34-5 y 74.5 74.5 0 %100 474 P45-1 y 74.5 74.5 0 %100 475 P52-8 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 102 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 476 P32-4 y 74.5 74.5 0 %100 477 P32-3 y 74.5 74.5 0 %100 478 P31-5 y 74.5 74.5 0 %100 479 P31-9 y 74.5 74.5 0 %100 480 P31-1 y 74.5 74.5 0 %100 481 P32-9 y 74.5 74.5 0 %100 482 P32-2 y 74.5 74.5 0 %100 483 P32-5 y 74.5 74.5 0 %100 484 P31-4 y 74.5 74.5 0 %100 485 P31-7 y 74.5 74.5 0 %100 486 P31-10 y 74.5 74.5 0 %100 487 P33-4 y 74.5 74.5 0 %100 488 P33-8 y 74.5 74.5 0 %100 489 P50-6 y 74.5 74.5 0 %100 490 P34-8 y 74.5 74.5 0 %100 491 P33-1 y 74.5 74.5 0 %100 492 P34-1 y 74.5 74.5 0 %100 493 P34-3 y 74.5 74.5 0 %100 494 P34-7 y 74.5 74.5 0 %100 495 P34-4 y 74.5 74.5 0 %100 496 P33-3 y 74.5 74.5 0 %100 497 P33-7 y 74.5 74.5 0 %100 498 P38-9 y 74.5 74.5 0 %100 499 P34-10 y 74.5 74.5 0 %100 500 P36-10 y 74.5 74.5 0 %100 501 P36-7 y 74.5 74.5 0 %100 502 P36-3 y 74.5 74.5 0 %100 503 P35-4 y 74.5 74.5 0 %100 504 P35-10 y 74.5 74.5 0 %100 505 P36-5 y 74.5 74.5 0 %100 506 P36-8 y 74.5 74.5 0 %100 507 P41-4 y 74.5 74.5 0 %100 508 P35-9 y 74.5 74.5 0 %100 509 P54-6 y 74.5 74.5 0 %100 510 P38-10 y 74.5 74.5 0 %100 511 P35-1 y 74.5 74.5 0 %100 512 P36-1 y 74.5 74.5 0 %100 513 P36-9 y 74.5 74.5 0 %100 514 P35-6 y 74.5 74.5 0 %100 515 P36-4 y 74.5 74.5 0 %100 516 P35-5 y 74.5 74.5 0 %100 517 P35-2 y 74.5 74.5 0 %100 518 P35-3 y 74.5 74.5 0 %100 519 P35-7 y 74.5 74.5 0 %100 520 P41-5 y 74.5 74.5 0 %100 521 P37-5 y 74.5 74.5 0 %100 522 P39-10 y 74.5 74.5 0 %100 523 P37-4 y 74.5 74.5 0 %100 524 P38-7 y 74.5 74.5 0 %100 525 P37-8 y 74.5 74.5 0 %100 526 P37-6 y 74.5 74.5 0 %100 527 P52-6 y 74.5 74.5 0 %100 528 P38-4 y 74.5 74.5 0 %100 529 P37-2 y 74.5 74.5 0 %100 530 P38-2 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 103 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 531 P39-6 y 74.5 74.5 0 %100 532 P39-5 y 74.5 74.5 0 %100 533 P40-9 y 74.5 74.5 0 %100 534 P40-1 y 74.5 74.5 0 %100 535 P39-7 y 74.5 74.5 0 %100 536 P39-2 y 74.5 74.5 0 %100 537 P40-3 y 74.5 74.5 0 %100 538 P40-8 y 74.5 74.5 0 %100 539 P49-9 y 74.5 74.5 0 %100 540 P39-4 y 74.5 74.5 0 %100 541 P40-7 y 74.5 74.5 0 %100 542 P39-8 y 74.5 74.5 0 %100 543 P40-6 y 74.5 74.5 0 %100 544 P39-3 y 74.5 74.5 0 %100 545 P42-3 y 74.5 74.5 0 %100 546 P41-3 y 74.5 74.5 0 %100 547 P42-1 y 74.5 74.5 0 %100 548 P41-9 y 74.5 74.5 0 %100 549 P48-6 y 74.5 74.5 0 %100 550 P42-8 y 74.5 74.5 0 %100 551 P41-6 y 74.5 74.5 0 %100 552 P42-9 y 74.5 74.5 0 %100 553 P42-7 y 74.5 74.5 0 %100 554 P41-8 y 74.5 74.5 0 %100 555 P46-2 y 74.5 74.5 0 %100 556 P42-5 y 74.5 74.5 0 %100 557 P42-6 y 74.5 74.5 0 %100 558 P44-9 y 74.5 74.5 0 %100 559 P43-4 y 74.5 74.5 0 %100 560 P44-8 y 74.5 74.5 0 %100 561 P44-5 y 74.5 74.5 0 %100 562 P43-3 y 74.5 74.5 0 %100 563 P44-1 y 74.5 74.5 0 %100 564 P43-9 y 74.5 74.5 0 %100 565 P51-5 y 74.5 74.5 0 %100 566 P43-5 y 74.5 74.5 0 %100 567 P43-7 y 74.5 74.5 0 %100 568 P44-7 y 74.5 74.5 0 %100 569 P43-8 y 74.5 74.5 0 %100 570 P43-1 y 74.5 74.5 0 %100 571 P44-2 y 74.5 74.5 0 %100 572 P45-3 y 74.5 74.5 0 %100 573 P45-5 y 74.5 74.5 0 %100 574 P45-8 y 74.5 74.5 0 %100 575 P45-7 y 74.5 74.5 0 %100 576 P45-2 y 74.5 74.5 0 %100 577 P46-3 y 74.5 74.5 0 %100 578 P46-1 y 74.5 74.5 0 %100 579 P45-9 y 74.5 74.5 0 %100 580 P46-7 y 74.5 74.5 0 %100 581 P47-9 y 74.5 74.5 0 %100 582 P48-5 y 74.5 74.5 0 %100 583 P47-5 y 74.5 74.5 0 %100 584 P48-7 y 74.5 74.5 0 %100 585 P48-8 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 104 Member Distributed Loads (BLC 6 : Wa, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 586 P48-9 y 74.5 74.5 0 %100 587 P47-2 y 74.5 74.5 0 %100 588 P47-6 y 74.5 74.5 0 %100 589 P50-4 y 74.5 74.5 0 %100 590 P50-7 y 74.5 74.5 0 %100 591 P49-5 y 74.5 74.5 0 %100 592 P49-8 y 74.5 74.5 0 %100 593 P50-2 y 74.5 74.5 0 %100 594 P49-7 y 74.5 74.5 0 %100 595 P49-6 y 74.5 74.5 0 %100 596 P51-2 y 74.5 74.5 0 %100 597 P51-9 y 74.5 74.5 0 %100 598 P51-8 y 74.5 74.5 0 %100 599 P51-3 y 74.5 74.5 0 %100 600 P51-6 y 74.5 74.5 0 %100 601 P54-7 y 74.5 74.5 0 %100 602 P53-7 y 74.5 74.5 0 %100 603 P53-8 y 74.5 74.5 0 %100 604 P54-9 y 74.5 74.5 0 %100 605 P54-3 y 74.5 74.5 0 %100 606 P53-3 y 74.5 74.5 0 %100 607 P53-2 y 74.5 74.5 0 %100 608 P53-4 y 74.5 74.5 0 %100 609 P53-5 y 74.5 74.5 0 %100 610 P54-4 y 74.5 74.5 0 %100 611 P54-5 y 74.5 74.5 0 %100 612 P53-9 y 74.5 74.5 0 %100 Member Distributed Loads (BLC 7 : Wb, Obstructed) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P24-13 y 68.3 68.3 0 %100 2 P19-3 y 68.3 68.3 0 %100 3 P6-14 y 68.3 68.3 0 %100 4 P4-8 y 68.3 68.3 0 %100 5 P27-3 y 68.3 68.3 0 %100 6 P3-5 y 68.3 68.3 0 %100 7 P23-8 y 68.3 68.3 0 %100 8 P2-13 y 68.3 68.3 0 %100 9 P7-2 y 68.3 68.3 0 %100 10 P23-1 y 68.3 68.3 0 %100 11 P3-4 y 68.3 68.3 0 %100 12 P9-5 y 68.3 68.3 0 %100 13 P22-2 y 68.3 68.3 0 %100 14 P27-7 y 68.3 68.3 0 %100 15 P8-8 y 68.3 68.3 0 %100 16 P4-4 y 68.3 68.3 0 %100 17 P13-7 y 68.3 68.3 0 %100 18 P3-11 y 68.3 68.3 0 %100 19 P4-2 y 68.3 68.3 0 %100 20 P8-12 y 68.3 68.3 0 %100 21 P10-7 y 68.3 68.3 0 %100 22 P3-10 y 68.3 68.3 0 %100 23 P17-8 y 68.3 68.3 0 %100 24 P4-11 y 68.3 68.3 0 %100 25 P21-8 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 105 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 26 P7-3 y 68.3 68.3 0 %100 27 P5-10 y 68.3 68.3 0 %100 28 P18-11 y 68.3 68.3 0 %100 29 P16-11 y 68.3 68.3 0 %100 30 P12-14 y 68.3 68.3 0 %100 31 P22-11 y 68.3 68.3 0 %100 32 P15-14 y 68.3 68.3 0 %100 33 P14-10 y 68.3 68.3 0 %100 34 P21-11 y 68.3 68.3 0 %100 35 P16-4 y 68.3 68.3 0 %100 36 P18-10 y 68.3 68.3 0 %100 37 P23-4 y 68.3 68.3 0 %100 38 P7-12 y 68.3 68.3 0 %100 39 P19-8 y 68.3 68.3 0 %100 40 P23-14 y 68.3 68.3 0 %100 41 P16-1 y 68.3 68.3 0 %100 42 P8-3 y 68.3 68.3 0 %100 43 P16-10 y 68.3 68.3 0 %100 44 P8-7 y 68.3 68.3 0 %100 45 P20-9 y 68.3 68.3 0 %100 46 P11-1 y 68.3 68.3 0 %100 47 P25-5 y 68.3 68.3 0 %100 48 P15-1 y 68.3 68.3 0 %100 49 P10-1 y 68.3 68.3 0 %100 50 P23-11 y 68.3 68.3 0 %100 51 P7-1 y 68.3 68.3 0 %100 52 P15-5 y 68.3 68.3 0 %100 53 P23-12 y 68.3 68.3 0 %100 54 P10-2 y 68.3 68.3 0 %100 55 P15-9 y 68.3 68.3 0 %100 56 P26-4 y 68.3 68.3 0 %100 57 P14-4 y 68.3 68.3 0 %100 58 P5-12 y 68.3 68.3 0 %100 59 P26-2 y 68.3 68.3 0 %100 60 P6-12 y 68.3 68.3 0 %100 61 P11-7 y 68.3 68.3 0 %100 62 P27-1 y 68.3 68.3 0 %100 63 P20-10 y 68.3 68.3 0 %100 64 P27-2 y 68.3 68.3 0 %100 65 P27-4 y 68.3 68.3 0 %100 66 P1-8 y 68.3 68.3 0 %100 67 P20-3 y 68.3 68.3 0 %100 68 P15-3 y 68.3 68.3 0 %100 69 P27-5 y 68.3 68.3 0 %100 70 P27-6 y 68.3 68.3 0 %100 71 P15-4 y 68.3 68.3 0 %100 72 P14-2 y 68.3 68.3 0 %100 73 P27-8 y 68.3 68.3 0 %100 74 P14-12 y 68.3 68.3 0 %100 75 P27-9 y 68.3 68.3 0 %100 76 P27-10 y 68.3 68.3 0 %100 77 P26-1 y 68.3 68.3 0 %100 78 P17-1 y 68.3 68.3 0 %100 79 P4-9 y 68.3 68.3 0 %100 80 P19-5 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 106 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 81 P2-5 y 68.3 68.3 0 %100 82 P1-10 y 68.3 68.3 0 %100 83 P2-6 y 68.3 68.3 0 %100 84 P7-14 y 68.3 68.3 0 %100 85 P16-9 y 68.3 68.3 0 %100 86 P26-6 y 68.3 68.3 0 %100 87 P25-1 y 68.3 68.3 0 %100 88 P26-9 y 68.3 68.3 0 %100 89 P5-2 y 68.3 68.3 0 %100 90 P12-6 y 68.3 68.3 0 %100 91 P24-10 y 68.3 68.3 0 %100 92 P25-2 y 68.3 68.3 0 %100 93 P25-3 y 68.3 68.3 0 %100 94 P20-2 y 68.3 68.3 0 %100 95 P26-3 y 68.3 68.3 0 %100 96 P2-2 y 68.3 68.3 0 %100 97 P25-4 y 68.3 68.3 0 %100 98 P26-10 y 68.3 68.3 0 %100 99 P20-4 y 68.3 68.3 0 %100 100 P26-5 y 68.3 68.3 0 %100 101 P25-6 y 68.3 68.3 0 %100 102 P5-8 y 68.3 68.3 0 %100 103 P25-7 y 68.3 68.3 0 %100 104 P6-2 y 68.3 68.3 0 %100 105 P10-6 y 68.3 68.3 0 %100 106 P26-7 y 68.3 68.3 0 %100 107 P25-8 y 68.3 68.3 0 %100 108 P26-8 y 68.3 68.3 0 %100 109 P25-9 y 68.3 68.3 0 %100 110 P6-6 y 68.3 68.3 0 %100 111 P25-10 y 68.3 68.3 0 %100 112 P24-11 y 68.3 68.3 0 %100 113 P22-12 y 68.3 68.3 0 %100 114 P3-12 y 68.3 68.3 0 %100 115 P2-12 y 68.3 68.3 0 %100 116 P12-13 y 68.3 68.3 0 %100 117 P14-7 y 68.3 68.3 0 %100 118 P3-6 y 68.3 68.3 0 %100 119 P17-2 y 68.3 68.3 0 %100 120 P24-3 y 68.3 68.3 0 %100 121 P6-3 y 68.3 68.3 0 %100 122 P11-2 y 68.3 68.3 0 %100 123 P11-8 y 68.3 68.3 0 %100 124 P5-1 y 68.3 68.3 0 %100 125 P7-7 y 68.3 68.3 0 %100 126 P3-2 y 68.3 68.3 0 %100 127 P24-7 y 68.3 68.3 0 %100 128 P23-2 y 68.3 68.3 0 %100 129 P24-9 y 68.3 68.3 0 %100 130 P23-9 y 68.3 68.3 0 %100 131 P24-12 y 68.3 68.3 0 %100 132 P21-10 y 68.3 68.3 0 %100 133 P4-10 y 68.3 68.3 0 %100 134 P6-8 y 68.3 68.3 0 %100 135 P24-6 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 107 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 136 P24-4 y 68.3 68.3 0 %100 137 P24-1 y 68.3 68.3 0 %100 138 P24-2 y 68.3 68.3 0 %100 139 P23-3 y 68.3 68.3 0 %100 140 P14-1 y 68.3 68.3 0 %100 141 P23-5 y 68.3 68.3 0 %100 142 P24-5 y 68.3 68.3 0 %100 143 P23-6 y 68.3 68.3 0 %100 144 P23-7 y 68.3 68.3 0 %100 145 P1-4 y 68.3 68.3 0 %100 146 P21-9 y 68.3 68.3 0 %100 147 P24-8 y 68.3 68.3 0 %100 148 P12-3 y 68.3 68.3 0 %100 149 P13-9 y 68.3 68.3 0 %100 150 P12-12 y 68.3 68.3 0 %100 151 P23-10 y 68.3 68.3 0 %100 152 P23-13 y 68.3 68.3 0 %100 153 P22-5 y 68.3 68.3 0 %100 154 P21-13 y 68.3 68.3 0 %100 155 P22-10 y 68.3 68.3 0 %100 156 P22-4 y 68.3 68.3 0 %100 157 P21-1 y 68.3 68.3 0 %100 158 P22-7 y 68.3 68.3 0 %100 159 P21-2 y 68.3 68.3 0 %100 160 P22-9 y 68.3 68.3 0 %100 161 P16-2 y 68.3 68.3 0 %100 162 P8-4 y 68.3 68.3 0 %100 163 P22-6 y 68.3 68.3 0 %100 164 P22-1 y 68.3 68.3 0 %100 165 P12-10 y 68.3 68.3 0 %100 166 P21-3 y 68.3 68.3 0 %100 167 P22-3 y 68.3 68.3 0 %100 168 P21-4 y 68.3 68.3 0 %100 169 P13-5 y 68.3 68.3 0 %100 170 P21-5 y 68.3 68.3 0 %100 171 P21-6 y 68.3 68.3 0 %100 172 P17-12 y 68.3 68.3 0 %100 173 P20-14 y 68.3 68.3 0 %100 174 P21-7 y 68.3 68.3 0 %100 175 P22-8 y 68.3 68.3 0 %100 176 P21-12 y 68.3 68.3 0 %100 177 P22-13 y 68.3 68.3 0 %100 178 P9-6 y 68.3 68.3 0 %100 179 P20-5 y 68.3 68.3 0 %100 180 P19-4 y 68.3 68.3 0 %100 181 P6-13 y 68.3 68.3 0 %100 182 P19-2 y 68.3 68.3 0 %100 183 P21-14 y 68.3 68.3 0 %100 184 P19-13 y 68.3 68.3 0 %100 185 P19-1 y 68.3 68.3 0 %100 186 P19-11 y 68.3 68.3 0 %100 187 P16-7 y 68.3 68.3 0 %100 188 P20-7 y 68.3 68.3 0 %100 189 P19-7 y 68.3 68.3 0 %100 190 P20-11 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 108 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 191 P7-8 y 68.3 68.3 0 %100 192 P19-9 y 68.3 68.3 0 %100 193 P20-12 y 68.3 68.3 0 %100 194 P20-6 y 68.3 68.3 0 %100 195 P20-1 y 68.3 68.3 0 %100 196 P9-3 y 68.3 68.3 0 %100 197 P19-6 y 68.3 68.3 0 %100 198 P9-14 y 68.3 68.3 0 %100 199 P20-8 y 68.3 68.3 0 %100 200 P19-10 y 68.3 68.3 0 %100 201 P19-12 y 68.3 68.3 0 %100 202 P20-13 y 68.3 68.3 0 %100 203 P17-10 y 68.3 68.3 0 %100 204 P17-6 y 68.3 68.3 0 %100 205 P18-7 y 68.3 68.3 0 %100 206 P17-5 y 68.3 68.3 0 %100 207 P7-11 y 68.3 68.3 0 %100 208 P17-13 y 68.3 68.3 0 %100 209 P10-4 y 68.3 68.3 0 %100 210 P18-9 y 68.3 68.3 0 %100 211 P24-14 y 68.3 68.3 0 %100 212 P18-6 y 68.3 68.3 0 %100 213 P18-3 y 68.3 68.3 0 %100 214 P18-5 y 68.3 68.3 0 %100 215 P17-4 y 68.3 68.3 0 %100 216 P18-2 y 68.3 68.3 0 %100 217 P18-4 y 68.3 68.3 0 %100 218 P17-11 y 68.3 68.3 0 %100 219 P22-14 y 68.3 68.3 0 %100 220 P17-9 y 68.3 68.3 0 %100 221 P18-12 y 68.3 68.3 0 %100 222 P13-8 y 68.3 68.3 0 %100 223 P18-1 y 68.3 68.3 0 %100 224 P17-3 y 68.3 68.3 0 %100 225 P17-7 y 68.3 68.3 0 %100 226 P18-8 y 68.3 68.3 0 %100 227 P12-1 y 68.3 68.3 0 %100 228 P18-13 y 68.3 68.3 0 %100 229 P15-12 y 68.3 68.3 0 %100 230 P11-12 y 68.3 68.3 0 %100 231 P10-14 y 68.3 68.3 0 %100 232 P16-13 y 68.3 68.3 0 %100 233 P16-12 y 68.3 68.3 0 %100 234 P15-2 y 68.3 68.3 0 %100 235 P15-10 y 68.3 68.3 0 %100 236 P15-6 y 68.3 68.3 0 %100 237 P15-13 y 68.3 68.3 0 %100 238 P13-3 y 68.3 68.3 0 %100 239 P16-6 y 68.3 68.3 0 %100 240 P16-5 y 68.3 68.3 0 %100 241 P15-8 y 68.3 68.3 0 %100 242 P15-11 y 68.3 68.3 0 %100 243 P14-8 y 68.3 68.3 0 %100 244 P5-7 y 68.3 68.3 0 %100 245 P16-3 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 109 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 246 P15-7 y 68.3 68.3 0 %100 247 P16-8 y 68.3 68.3 0 %100 248 P13-1 y 68.3 68.3 0 %100 249 P14-6 y 68.3 68.3 0 %100 250 P14-3 y 68.3 68.3 0 %100 251 P14-11 y 68.3 68.3 0 %100 252 P6-10 y 68.3 68.3 0 %100 253 P2-8 y 68.3 68.3 0 %100 254 P14-5 y 68.3 68.3 0 %100 255 P13-10 y 68.3 68.3 0 %100 256 P13-6 y 68.3 68.3 0 %100 257 P13-12 y 68.3 68.3 0 %100 258 P14-13 y 68.3 68.3 0 %100 259 P13-4 y 68.3 68.3 0 %100 260 P14-9 y 68.3 68.3 0 %100 261 P13-2 y 68.3 68.3 0 %100 262 P13-13 y 68.3 68.3 0 %100 263 P13-11 y 68.3 68.3 0 %100 264 P11-4 y 68.3 68.3 0 %100 265 P11-6 y 68.3 68.3 0 %100 266 P11-3 y 68.3 68.3 0 %100 267 P1-6 y 68.3 68.3 0 %100 268 P12-11 y 68.3 68.3 0 %100 269 P11-9 y 68.3 68.3 0 %100 270 P1-2 y 68.3 68.3 0 %100 271 P12-4 y 68.3 68.3 0 %100 272 P12-2 y 68.3 68.3 0 %100 273 P8-10 y 68.3 68.3 0 %100 274 P12-5 y 68.3 68.3 0 %100 275 P11-10 y 68.3 68.3 0 %100 276 P12-7 y 68.3 68.3 0 %100 277 P12-9 y 68.3 68.3 0 %100 278 P11-5 y 68.3 68.3 0 %100 279 P11-13 y 68.3 68.3 0 %100 280 P11-11 y 68.3 68.3 0 %100 281 P12-8 y 68.3 68.3 0 %100 282 P8-9 y 68.3 68.3 0 %100 283 P10-13 y 68.3 68.3 0 %100 284 P9-9 y 68.3 68.3 0 %100 285 P10-9 y 68.3 68.3 0 %100 286 P10-10 y 68.3 68.3 0 %100 287 P9-7 y 68.3 68.3 0 %100 288 P7-9 y 68.3 68.3 0 %100 289 P8-11 y 68.3 68.3 0 %100 290 P10-3 y 68.3 68.3 0 %100 291 P10-11 y 68.3 68.3 0 %100 292 P9-1 y 68.3 68.3 0 %100 293 P9-8 y 68.3 68.3 0 %100 294 P9-4 y 68.3 68.3 0 %100 295 P10-5 y 68.3 68.3 0 %100 296 P10-12 y 68.3 68.3 0 %100 297 P9-10 y 68.3 68.3 0 %100 298 P1-3 y 68.3 68.3 0 %100 299 P9-12 y 68.3 68.3 0 %100 300 P9-2 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 110 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 301 P9-13 y 68.3 68.3 0 %100 302 P9-11 y 68.3 68.3 0 %100 303 P10-8 y 68.3 68.3 0 %100 304 P7-5 y 68.3 68.3 0 %100 305 P5-5 y 68.3 68.3 0 %100 306 P16-14 y 68.3 68.3 0 %100 307 P8-6 y 68.3 68.3 0 %100 308 P8-5 y 68.3 68.3 0 %100 309 P11-14 y 68.3 68.3 0 %100 310 P7-4 y 68.3 68.3 0 %100 311 P7-13 y 68.3 68.3 0 %100 312 P8-13 y 68.3 68.3 0 %100 313 P7-6 y 68.3 68.3 0 %100 314 P8-1 y 68.3 68.3 0 %100 315 P5-11 y 68.3 68.3 0 %100 316 P8-2 y 68.3 68.3 0 %100 317 P7-10 y 68.3 68.3 0 %100 318 P6-1 y 68.3 68.3 0 %100 319 P6-7 y 68.3 68.3 0 %100 320 P5-6 y 68.3 68.3 0 %100 321 P4-6 y 68.3 68.3 0 %100 322 P6-5 y 68.3 68.3 0 %100 323 P6-9 y 68.3 68.3 0 %100 324 P6-4 y 68.3 68.3 0 %100 325 P5-9 y 68.3 68.3 0 %100 326 P6-11 y 68.3 68.3 0 %100 327 P5-4 y 68.3 68.3 0 %100 328 P5-13 y 68.3 68.3 0 %100 329 P5-3 y 68.3 68.3 0 %100 330 P2-3 y 68.3 68.3 0 %100 331 P4-3 y 68.3 68.3 0 %100 332 P4-5 y 68.3 68.3 0 %100 333 P3-9 y 68.3 68.3 0 %100 334 P4-12 y 68.3 68.3 0 %100 335 P4-7 y 68.3 68.3 0 %100 336 P3-7 y 68.3 68.3 0 %100 337 P4-13 y 68.3 68.3 0 %100 338 P3-8 y 68.3 68.3 0 %100 339 P3-13 y 68.3 68.3 0 %100 340 P3-3 y 68.3 68.3 0 %100 341 P19-14 y 68.3 68.3 0 %100 342 P18-14 y 68.3 68.3 0 %100 343 P8-14 y 68.3 68.3 0 %100 344 P17-14 y 68.3 68.3 0 %100 345 P14-14 y 68.3 68.3 0 %100 346 P13-14 y 68.3 68.3 0 %100 347 P5-14 y 68.3 68.3 0 %100 348 P2-11 y 68.3 68.3 0 %100 349 P2-10 y 68.3 68.3 0 %100 350 P1-9 y 68.3 68.3 0 %100 351 P1-7 y 68.3 68.3 0 %100 352 P1-12 y 68.3 68.3 0 %100 353 P1-5 y 68.3 68.3 0 %100 354 P2-7 y 68.3 68.3 0 %100 355 P2-4 y 68.3 68.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 111 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 356 P1-11 y 68.3 68.3 0 %100 357 P2-9 y 68.3 68.3 0 %100 358 P1-13 y 68.3 68.3 0 %100 359 P33-2 y 37.3 37.3 0 %100 360 P32-8 y 37.3 37.3 0 %100 361 P38-3 y 37.3 37.3 0 %100 362 P52-7 y 37.3 37.3 0 %100 363 P33-9 y 37.3 37.3 0 %100 364 P35-8 y 37.3 37.3 0 %100 365 P38-5 y 37.3 37.3 0 %100 366 P53-6 y 37.3 37.3 0 %100 367 P54-2 y 37.3 37.3 0 %100 368 P32-1 y 37.3 37.3 0 %100 369 P49-3 y 37.3 37.3 0 %100 370 P41-7 y 37.3 37.3 0 %100 371 P47-3 y 37.3 37.3 0 %100 372 P46-5 y 37.3 37.3 0 %100 373 P43-2 y 37.3 37.3 0 %100 374 P30-10 y 37.3 37.3 0 %100 375 P34-9 y 37.3 37.3 0 %100 376 P31-6 y 37.3 37.3 0 %100 377 P30-1 y 37.3 37.3 0 %100 378 P47-4 y 37.3 37.3 0 %100 379 P36-2 y 37.3 37.3 0 %100 380 P52-5 y 37.3 37.3 0 %100 381 P45-4 y 37.3 37.3 0 %100 382 P52-3 y 37.3 37.3 0 %100 383 P54-8 y 37.3 37.3 0 %100 384 P28-1 y 37.3 37.3 0 %100 385 P48-3 y 37.3 37.3 0 %100 386 P38-8 y 37.3 37.3 0 %100 387 P28-2 y 37.3 37.3 0 %100 388 P28-3 y 37.3 37.3 0 %100 389 P28-4 y 37.3 37.3 0 %100 390 P28-5 y 37.3 37.3 0 %100 391 P30-7 y 37.3 37.3 0 %100 392 P49-4 y 37.3 37.3 0 %100 393 P28-6 y 37.3 37.3 0 %100 394 P28-7 y 37.3 37.3 0 %100 395 P28-8 y 37.3 37.3 0 %100 396 P28-9 y 37.3 37.3 0 %100 397 P28-10 y 37.3 37.3 0 %100 398 P32-10 y 37.3 37.3 0 %100 399 P44-3 y 37.3 37.3 0 %100 400 P40-5 y 37.3 37.3 0 %100 401 P52-9 y 37.3 37.3 0 %100 402 P42-4 y 37.3 37.3 0 %100 403 P30-6 y 37.3 37.3 0 %100 404 P29-1 y 37.3 37.3 0 %100 405 P38-6 y 37.3 37.3 0 %100 406 P30-9 y 37.3 37.3 0 %100 407 P30-4 y 37.3 37.3 0 %100 408 P29-2 y 37.3 37.3 0 %100 409 P47-7 y 37.3 37.3 0 %100 410 P30-2 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 112 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 411 P29-3 y 37.3 37.3 0 %100 412 P30-3 y 37.3 37.3 0 %100 413 P29-4 y 37.3 37.3 0 %100 414 P41-2 y 37.3 37.3 0 %100 415 P29-5 y 37.3 37.3 0 %100 416 P46-6 y 37.3 37.3 0 %100 417 P30-5 y 37.3 37.3 0 %100 418 P29-6 y 37.3 37.3 0 %100 419 P29-7 y 37.3 37.3 0 %100 420 P29-8 y 37.3 37.3 0 %100 421 P51-7 y 37.3 37.3 0 %100 422 P30-8 y 37.3 37.3 0 %100 423 P50-5 y 37.3 37.3 0 %100 424 P39-1 y 37.3 37.3 0 %100 425 P29-9 y 37.3 37.3 0 %100 426 P29-10 y 37.3 37.3 0 %100 427 P52-2 y 37.3 37.3 0 %100 428 P37-9 y 37.3 37.3 0 %100 429 P39-9 y 37.3 37.3 0 %100 430 P47-8 y 37.3 37.3 0 %100 431 P42-2 y 37.3 37.3 0 %100 432 P31-8 y 37.3 37.3 0 %100 433 P34-6 y 37.3 37.3 0 %100 434 P44-4 y 37.3 37.3 0 %100 435 P45-6 y 37.3 37.3 0 %100 436 P34-2 y 37.3 37.3 0 %100 437 P43-6 y 37.3 37.3 0 %100 438 P50-9 y 37.3 37.3 0 %100 439 P51-4 y 37.3 37.3 0 %100 440 P38-1 y 37.3 37.3 0 %100 441 P52-4 y 37.3 37.3 0 %100 442 P50-3 y 37.3 37.3 0 %100 443 P37-7 y 37.3 37.3 0 %100 444 P50-1 y 37.3 37.3 0 %100 445 P32-7 y 37.3 37.3 0 %100 446 P49-1 y 37.3 37.3 0 %100 447 P42-10 y 37.3 37.3 0 %100 448 P47-1 y 37.3 37.3 0 %100 449 P33-10 y 37.3 37.3 0 %100 450 P36-6 y 37.3 37.3 0 %100 451 P37-10 y 37.3 37.3 0 %100 452 P50-8 y 37.3 37.3 0 %100 453 P41-10 y 37.3 37.3 0 %100 454 P48-2 y 37.3 37.3 0 %100 455 P31-3 y 37.3 37.3 0 %100 456 P48-4 y 37.3 37.3 0 %100 457 P40-2 y 37.3 37.3 0 %100 458 P31-2 y 37.3 37.3 0 %100 459 P46-4 y 37.3 37.3 0 %100 460 P41-1 y 37.3 37.3 0 %100 461 P37-3 y 37.3 37.3 0 %100 462 P37-1 y 37.3 37.3 0 %100 463 P49-2 y 37.3 37.3 0 %100 464 P33-5 y 37.3 37.3 0 %100 465 P44-6 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 113 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 466 P32-6 y 37.3 37.3 0 %100 467 P48-1 y 37.3 37.3 0 %100 468 P33-6 y 37.3 37.3 0 %100 469 P40-4 y 37.3 37.3 0 %100 470 P40-10 y 37.3 37.3 0 %100 471 P46-9 y 37.3 37.3 0 %100 472 P46-8 y 37.3 37.3 0 %100 473 P34-5 y 37.3 37.3 0 %100 474 P45-1 y 37.3 37.3 0 %100 475 P52-8 y 37.3 37.3 0 %100 476 P32-4 y 37.3 37.3 0 %100 477 P32-3 y 37.3 37.3 0 %100 478 P31-5 y 37.3 37.3 0 %100 479 P31-9 y 37.3 37.3 0 %100 480 P31-1 y 37.3 37.3 0 %100 481 P32-9 y 37.3 37.3 0 %100 482 P32-2 y 37.3 37.3 0 %100 483 P32-5 y 37.3 37.3 0 %100 484 P31-4 y 37.3 37.3 0 %100 485 P31-7 y 37.3 37.3 0 %100 486 P31-10 y 37.3 37.3 0 %100 487 P33-4 y 37.3 37.3 0 %100 488 P33-8 y 37.3 37.3 0 %100 489 P50-6 y 37.3 37.3 0 %100 490 P34-8 y 37.3 37.3 0 %100 491 P33-1 y 37.3 37.3 0 %100 492 P34-1 y 37.3 37.3 0 %100 493 P34-3 y 37.3 37.3 0 %100 494 P34-7 y 37.3 37.3 0 %100 495 P34-4 y 37.3 37.3 0 %100 496 P33-3 y 37.3 37.3 0 %100 497 P33-7 y 37.3 37.3 0 %100 498 P38-9 y 37.3 37.3 0 %100 499 P34-10 y 37.3 37.3 0 %100 500 P36-10 y 37.3 37.3 0 %100 501 P36-7 y 37.3 37.3 0 %100 502 P36-3 y 37.3 37.3 0 %100 503 P35-4 y 37.3 37.3 0 %100 504 P35-10 y 37.3 37.3 0 %100 505 P36-5 y 37.3 37.3 0 %100 506 P36-8 y 37.3 37.3 0 %100 507 P41-4 y 37.3 37.3 0 %100 508 P35-9 y 37.3 37.3 0 %100 509 P54-6 y 37.3 37.3 0 %100 510 P38-10 y 37.3 37.3 0 %100 511 P35-1 y 37.3 37.3 0 %100 512 P36-1 y 37.3 37.3 0 %100 513 P36-9 y 37.3 37.3 0 %100 514 P35-6 y 37.3 37.3 0 %100 515 P36-4 y 37.3 37.3 0 %100 516 P35-5 y 37.3 37.3 0 %100 517 P35-2 y 37.3 37.3 0 %100 518 P35-3 y 37.3 37.3 0 %100 519 P35-7 y 37.3 37.3 0 %100 520 P41-5 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 114 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 521 P37-5 y 37.3 37.3 0 %100 522 P39-10 y 37.3 37.3 0 %100 523 P37-4 y 37.3 37.3 0 %100 524 P38-7 y 37.3 37.3 0 %100 525 P37-8 y 37.3 37.3 0 %100 526 P37-6 y 37.3 37.3 0 %100 527 P52-6 y 37.3 37.3 0 %100 528 P38-4 y 37.3 37.3 0 %100 529 P37-2 y 37.3 37.3 0 %100 530 P38-2 y 37.3 37.3 0 %100 531 P39-6 y 37.3 37.3 0 %100 532 P39-5 y 37.3 37.3 0 %100 533 P40-9 y 37.3 37.3 0 %100 534 P40-1 y 37.3 37.3 0 %100 535 P39-7 y 37.3 37.3 0 %100 536 P39-2 y 37.3 37.3 0 %100 537 P40-3 y 37.3 37.3 0 %100 538 P40-8 y 37.3 37.3 0 %100 539 P49-9 y 37.3 37.3 0 %100 540 P39-4 y 37.3 37.3 0 %100 541 P40-7 y 37.3 37.3 0 %100 542 P39-8 y 37.3 37.3 0 %100 543 P40-6 y 37.3 37.3 0 %100 544 P39-3 y 37.3 37.3 0 %100 545 P42-3 y 37.3 37.3 0 %100 546 P41-3 y 37.3 37.3 0 %100 547 P42-1 y 37.3 37.3 0 %100 548 P41-9 y 37.3 37.3 0 %100 549 P48-6 y 37.3 37.3 0 %100 550 P42-8 y 37.3 37.3 0 %100 551 P41-6 y 37.3 37.3 0 %100 552 P42-9 y 37.3 37.3 0 %100 553 P42-7 y 37.3 37.3 0 %100 554 P41-8 y 37.3 37.3 0 %100 555 P46-2 y 37.3 37.3 0 %100 556 P42-5 y 37.3 37.3 0 %100 557 P42-6 y 37.3 37.3 0 %100 558 P44-9 y 37.3 37.3 0 %100 559 P43-4 y 37.3 37.3 0 %100 560 P44-8 y 37.3 37.3 0 %100 561 P44-5 y 37.3 37.3 0 %100 562 P43-3 y 37.3 37.3 0 %100 563 P44-1 y 37.3 37.3 0 %100 564 P43-9 y 37.3 37.3 0 %100 565 P51-5 y 37.3 37.3 0 %100 566 P43-5 y 37.3 37.3 0 %100 567 P43-7 y 37.3 37.3 0 %100 568 P44-7 y 37.3 37.3 0 %100 569 P43-8 y 37.3 37.3 0 %100 570 P43-1 y 37.3 37.3 0 %100 571 P44-2 y 37.3 37.3 0 %100 572 P45-3 y 37.3 37.3 0 %100 573 P45-5 y 37.3 37.3 0 %100 574 P45-8 y 37.3 37.3 0 %100 575 P45-7 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 115 Member Distributed Loads (BLC 7 : Wb, Obstructed) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 576 P45-2 y 37.3 37.3 0 %100 577 P46-3 y 37.3 37.3 0 %100 578 P46-1 y 37.3 37.3 0 %100 579 P45-9 y 37.3 37.3 0 %100 580 P46-7 y 37.3 37.3 0 %100 581 P47-9 y 37.3 37.3 0 %100 582 P48-5 y 37.3 37.3 0 %100 583 P47-5 y 37.3 37.3 0 %100 584 P48-7 y 37.3 37.3 0 %100 585 P48-8 y 37.3 37.3 0 %100 586 P48-9 y 37.3 37.3 0 %100 587 P47-2 y 37.3 37.3 0 %100 588 P47-6 y 37.3 37.3 0 %100 589 P50-4 y 37.3 37.3 0 %100 590 P50-7 y 37.3 37.3 0 %100 591 P49-5 y 37.3 37.3 0 %100 592 P49-8 y 37.3 37.3 0 %100 593 P50-2 y 37.3 37.3 0 %100 594 P49-7 y 37.3 37.3 0 %100 595 P49-6 y 37.3 37.3 0 %100 596 P51-2 y 37.3 37.3 0 %100 597 P51-9 y 37.3 37.3 0 %100 598 P51-8 y 37.3 37.3 0 %100 599 P51-3 y 37.3 37.3 0 %100 600 P51-6 y 37.3 37.3 0 %100 601 P54-7 y 37.3 37.3 0 %100 602 P53-7 y 37.3 37.3 0 %100 603 P53-8 y 37.3 37.3 0 %100 604 P54-9 y 37.3 37.3 0 %100 605 P54-3 y 37.3 37.3 0 %100 606 P53-3 y 37.3 37.3 0 %100 607 P53-2 y 37.3 37.3 0 %100 608 P53-4 y 37.3 37.3 0 %100 609 P53-5 y 37.3 37.3 0 %100 610 P54-4 y 37.3 37.3 0 %100 611 P54-5 y 37.3 37.3 0 %100 612 P53-9 y 37.3 37.3 0 %100 Member Distributed Loads (BLC 8 : Wx-trim) Member Label DirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P1-2 X 32.1 32.1 0 %100 2 P5-1 X 32.1 32.1 0 %100 3 P1-9 X 32.1 32.1 0 %100 4 P1-7 X 32.1 32.1 0 %100 5 P5-14 X 32.1 32.1 0 %100 6 P1-8 X 32.1 32.1 0 %100 7 P1-4 X 32.1 32.1 0 %100 8 P1-12 X 32.1 32.1 0 %100 9 P1-3 X 32.1 32.1 0 %100 10 P1-5 X 32.1 32.1 0 %100 11 P1-6 X 32.1 32.1 0 %100 12 P1-11 X 32.1 32.1 0 %100 13 P1-10 X 32.1 32.1 0 %100 14 P1-13 X 32.1 32.1 0 %100 15 P54-5 X 21.4 21.4 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 116 Member Distributed Loads (BLC 8 : Wx-trim) (Continued) Member Label DirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 16 P54-6 X 21.4 21.4 0 %100 17 P54-2 X 21.4 21.4 0 %100 18 P54-8 X 21.4 21.4 0 %100 19 P54-4 X 21.4 21.4 0 %100 20 P54-9 X 21.4 21.4 0 %100 21 P54-7 X 21.4 21.4 0 %100 22 P54-3 X 21.4 21.4 0 %100 23 P24-14 X 21.4 21.4 0 %100 24 P24-12 X 21.4 21.4 0 %100 25 P24-13 X 21.4 21.4 0 %100 26 P24-11 X 21.4 21.4 0 %100 27 P42-10 X 21.4 21.4 0 %100 28 P50-1 X 21.4 21.4 0 %100 29 Col F3 X 32.1 32.1 0 %100 30 Col D9 X 32.1 32.1 0 %100 31 Col A13 X 32.1 32.1 0 %100 32 Col D4 X 32.1 32.1 0 %100 33 Col C10 X 32.1 32.1 0 %100 34 Col C4 X 32.1 32.1 0 %100 35 Col D11 X 32.1 32.1 0 %100 36 Col D7 X 32.1 32.1 0 %100 37 Col C12 X 32.1 32.1 0 %100 38 Col B15 X 32.1 32.1 0 %100 39 Col A5 X 32.1 32.1 0 %100 40 Col C6 X 32.1 32.1 0 %100 41 Col A7 X 32.1 32.1 0 %100 42 Col C7 X 32.1 32.1 0 %100 43 Col D3 X 32.1 32.1 0 %100 44 Col C3 X 32.1 32.1 0 %100 45 Col C8 X 32.1 32.1 0 %100 46 Col D5 X 32.1 32.1 0 %100 47 Col D6 X 32.1 32.1 0 %100 48 Col D8 X 32.1 32.1 0 %100 49 Col D10 X 32.1 32.1 0 %100 50 Col C5 X 32.1 32.1 0 %100 51 Col C9 X 32.1 32.1 0 %100 52 Col C11 X 32.1 32.1 0 %100 53 Col C13 X 32.1 32.1 0 %100 54 Col C15 X 32.1 32.1 0 %100 55 Col F10 X 32.1 32.1 0 %100 56 Col F9 X 32.1 32.1 0 %100 57 Col F8 X 32.1 32.1 0 %100 58 Col A6 X 32.1 32.1 0 %100 59 Col F7 X 32.1 32.1 0 %100 60 Col F6 X 32.1 32.1 0 %100 61 Col F5 X 32.1 32.1 0 %100 62 Col F4 X 32.1 32.1 0 %100 63 Col E1 X 32.1 32.1 0 %100 64 Col D1 X 32.1 32.1 0 %100 65 Col C1 X 32.1 32.1 0 %100 66 Col B1 X 32.1 32.1 0 %100 67 Col A3 X 32.1 32.1 0 %100 68 Col A4 X 32.1 32.1 0 %100 69 Col A8 X 32.1 32.1 0 %100 70 Col A11 X 32.1 32.1 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 117 Member Distributed Loads (BLC 8 : Wx-trim) (Continued) Member Label DirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 71 Col A9 X 32.1 32.1 0 %100 72 Col A10 X 32.1 32.1 0 %100 73 Col A12 X 32.1 32.1 0 %100 74 B-JACK-LINE D X 64.2 64.2 0 %100 75B-JACK-LINE C X 64.2 64.2 0 %100 Member Distributed Loads (BLC 9 : Wz-trim) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 1 Col F3 Z 32.1 32.1 0 %100 2 Col D9 Z 32.1 32.1 0 %100 3 Col A13 Z 32.1 32.1 0 %100 4 Col D4 Z 32.1 32.1 0 %100 5 Col C10 Z 32.1 32.1 0 %100 6 Col C4 Z 32.1 32.1 0 %100 7 Col D11 Z 32.1 32.1 0 %100 8 Col D7 Z 32.1 32.1 0 %100 9 Col C12 Z 32.1 32.1 0 %100 10 Col B15 Z 32.1 32.1 0 %100 11 Col A5 Z 32.1 32.1 0 %100 12 Col C6 Z 32.1 32.1 0 %100 13 Col A7 Z 32.1 32.1 0 %100 14 Col C7 Z 32.1 32.1 0 %100 15 Col D3 Z 32.1 32.1 0 %100 16 Col C3 Z 32.1 32.1 0 %100 17 Col C8 Z 32.1 32.1 0 %100 18 Col D5 Z 32.1 32.1 0 %100 19 Col D6 Z 32.1 32.1 0 %100 20 Col D8 Z 32.1 32.1 0 %100 21 Col D10 Z 32.1 32.1 0 %100 22 Col C5 Z 32.1 32.1 0 %100 23 Col C9 Z 32.1 32.1 0 %100 24 Col C11 Z 32.1 32.1 0 %100 25 Col C13 Z 32.1 32.1 0 %100 26 Col C15 Z 32.1 32.1 0 %100 27 Col F10 Z 32.1 32.1 0 %100 28 Col F9 Z 32.1 32.1 0 %100 29 Col F8 Z 32.1 32.1 0 %100 30 Col A6 Z 32.1 32.1 0 %100 31 Col F7 Z 32.1 32.1 0 %100 32 Col F6 Z 32.1 32.1 0 %100 33 Col F5 Z 32.1 32.1 0 %100 34 Col F4 Z 32.1 32.1 0 %100 35 Col E1 Z 32.1 32.1 0 %100 36 Col D1 Z 32.1 32.1 0 %100 37 Col C1 Z 32.1 32.1 0 %100 38 Col B1 Z 32.1 32.1 0 %100 39 Col A3 Z 32.1 32.1 0 %100 40 Col A4 Z 32.1 32.1 0 %100 41 Col A8 Z 32.1 32.1 0 %100 42 Col A11 Z 32.1 32.1 0 %100 43 Col A9 Z 32.1 32.1 0 %100 44 Col A10 Z 32.1 32.1 0 %100 45 Col A12 Z 32.1 32.1 0 %100 46 B15-1 Z 64.2 64.2 0 %100 47 B1-3 Z 64.2 64.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 118 Member Distributed Loads (BLC 9 : Wz-trim) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] 48 B1-2 Z 64.2 64.2 0 %100 49 B1-1 Z 64.2 64.2 0 %100 50 B2-6 Z 64.2 64.2 0 %100 51 B2-5 Z 64.2 64.2 0 %100 52 B2-3 Z 64.2 64.2 0 %100 53 B2-2 Z 64.2 64.2 0 %100 54 B2-1 Z 64.2 64.2 0 %100 55 B15-2 Z 64.2 64.2 0 %100 56 B13-1 Z 64.2 64.2 0 %100 57 B12-1 Z 64.2 64.2 0 %100 58 B11-3 Z 64.2 64.2 0 %100 59 B11-2 Z 64.2 64.2 0 %100 60 B10-4 Z 64.2 64.2 0 %100 61 B10-3 Z 64.2 64.2 0 %100 62 B9-4 Z 64.2 64.2 0 %100 63 B9-3 Z 64.2 64.2 0 %100 64 B9-1 Z 64.2 64.2 0 %100 65 B10-2 Z 64.2 64.2 0 %100 66 B8-4 Z 64.2 64.2 0 %100 67 B8-2 Z 64.2 64.2 0 %100 68 B8-1 Z 64.2 64.2 0 %100 69 B7-4 Z 64.2 64.2 0 %100 70 B13-2 Z 64.2 64.2 0 %100 71 B7-3 Z 64.2 64.2 0 %100 72 B7-2 Z 64.2 64.2 0 %100 73 B2-4 Z 64.2 64.2 0 %100 74 B7-1 Z 64.2 64.2 0 %100 75 B6-4 Z 64.2 64.2 0 %100 76 B8-3 Z 64.2 64.2 0 %100 77 B6-3 Z 64.2 64.2 0 %100 78 B6-2 Z 64.2 64.2 0 %100 79 B11-1 Z 64.2 64.2 0 %100 80 B9-2 Z 64.2 64.2 0 %100 81 B6-1 Z 64.2 64.2 0 %100 82 B5-3 Z 64.2 64.2 0 %100 83 B5-2 Z 64.2 64.2 0 %100 84 B5-1 Z 64.2 64.2 0 %100 85 B4-4 Z 64.2 64.2 0 %100 86 B4-3 Z 64.2 64.2 0 %100 87 B4-2 Z 64.2 64.2 0 %100 88 B3-4 Z 64.2 64.2 0 %100 89 B3-3 Z 64.2 64.2 0 %100 90 B10-1 Z 64.2 64.2 0 %100 91 B3-2 Z 64.2 64.2 0 %100 92 B4-1 Z 64.2 64.2 0 %100 93 B5-4 Z 64.2 64.2 0 %100 94 B3-1 Z 64.2 64.2 0 %100 95 B12-2 Z 64.2 64.2 0 %100 96 B14-2 Z 64.2 64.2 0 %100 97 B14-1 Z 64.2 64.2 0 %100 Member Distributed Loads (BLC 10 : Ex) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P8-13 X 2.5 2.5 0 %100 2 P42-6 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 119 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 3 P47-1 X 2.5 2.5 0 %100 4 P27-6 X 2.5 2.5 0 %100 5 P39-2 X 2.5 2.5 0 %100 6 P8-2 X 2.5 2.5 0 %100 7 P28-3 X 2.5 2.5 0 %100 8 P24-10 X 2.5 2.5 0 %100 9 P15-8 X 2.5 2.5 0 %100 10 P37-10 X 2.5 2.5 0 %100 11 P28-1 X 2.5 2.5 0 %100 12 P52-3 X 2.5 2.5 0 %100 13 P35-10 X 2.5 2.5 0 %100 14 P9-14 X 2.5 2.5 0 %100 15 P28-9 X 2.5 2.5 0 %100 16 P22-8 X 2.5 2.5 0 %100 17 P12-4 X 2.5 2.5 0 %100 18 P49-8 X 2.5 2.5 0 %100 19 P31-2 X 2.5 2.5 0 %100 20 P24-1 X 2.5 2.5 0 %100 21 P16-7 X 2.5 2.5 0 %100 22 P11-10 X 2.5 2.5 0 %100 23 P14-3 X 2.5 2.5 0 %100 24 P23-6 X 2.5 2.5 0 %100 25 P12-9 X 2.5 2.5 0 %100 26 P10-2 X 2.5 2.5 0 %100 27 P30-3 X 2.5 2.5 0 %100 28 P24-8 X 2.5 2.5 0 %100 29 P34-4 X 2.5 2.5 0 %100 30 P8-14 X 2.5 2.5 0 %100 31 P14-5 X 2.5 2.5 0 %100 32 P7-3 X 2.5 2.5 0 %100 33 P51-4 X 2.5 2.5 0 %100 34 P6-7 X 2.5 2.5 0 %100 35 P54-9 X 2.5 2.5 0 %100 36 P20-3 X 2.5 2.5 0 %100 37 P42-10 X 2.5 2.5 0 %100 38 P14-11 X 2.5 2.5 0 %100 39 P18-13 X 2.5 2.5 0 %100 40 P50-2 X 2.5 2.5 0 %100 41 P50-4 X 2.5 2.5 0 %100 42 P53-9 X 2.5 2.5 0 %100 43 P51-9 X 2.5 2.5 0 %100 44 P50-8 X 2.5 2.5 0 %100 45 P1-2 X 2.5 2.5 0 %100 46 P45-1 X 2.5 2.5 0 %100 47 P46-4 X 2.5 2.5 0 %100 48 P15-3 X 2.5 2.5 0 %100 49 P28-10 X 2.5 2.5 0 %100 50 P41-1 X 2.5 2.5 0 %100 51 P12-10 X 2.5 2.5 0 %100 52 P28-8 X 2.5 2.5 0 %100 53 P4-13 X 2.5 2.5 0 %100 54 P23-11 X 2.5 2.5 0 %100 55 P19-9 X 2.5 2.5 0 %100 56 P22-7 X 2.5 2.5 0 %100 57 P13-5 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 120 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 58 P14-4 X 2.5 2.5 0 %100 59 P30-10 X 2.5 2.5 0 %100 60 P5-1 X 2.5 2.5 0 %100 61 P20-10 X 2.5 2.5 0 %100 62 P18-1 X 2.5 2.5 0 %100 63 P11-2 X 2.5 2.5 0 %100 64 P40-10 X 2.5 2.5 0 %100 65 P35-3 X 2.5 2.5 0 %100 66 P10-7 X 2.5 2.5 0 %100 67 P17-9 X 2.5 2.5 0 %100 68 P14-2 X 2.5 2.5 0 %100 69 P10-12 X 2.5 2.5 0 %100 70 P11-5 X 2.5 2.5 0 %100 71 P36-6 X 2.5 2.5 0 %100 72 P10-4 X 2.5 2.5 0 %100 73 P2-9 X 2.5 2.5 0 %100 74 P17-2 X 2.5 2.5 0 %100 75 P50-6 X 2.5 2.5 0 %100 76 P33-7 X 2.5 2.5 0 %100 77 P40-5 X 2.5 2.5 0 %100 78 P22-3 X 2.5 2.5 0 %100 79 P15-1 X 2.5 2.5 0 %100 80 P29-7 X 2.5 2.5 0 %100 81 P23-2 X 2.5 2.5 0 %100 82 P47-4 X 2.5 2.5 0 %100 83 P9-3 X 2.5 2.5 0 %100 84 P27-7 X 2.5 2.5 0 %100 85 P12-13 X 2.5 2.5 0 %100 86 P37-6 X 2.5 2.5 0 %100 87 P8-11 X 2.5 2.5 0 %100 88 P31-3 X 2.5 2.5 0 %100 89 P26-9 X 2.5 2.5 0 %100 90 P16-11 X 2.5 2.5 0 %100 91 P27-1 X 2.5 2.5 0 %100 92 P27-2 X 2.5 2.5 0 %100 93 P17-4 X 2.5 2.5 0 %100 94 P4-12 X 2.5 2.5 0 %100 95 P41-7 X 2.5 2.5 0 %100 96 P5-4 X 2.5 2.5 0 %100 97 P27-3 X 2.5 2.5 0 %100 98 P12-12 X 2.5 2.5 0 %100 99 P27-4 X 2.5 2.5 0 %100 100 P27-5 X 2.5 2.5 0 %100 101 P14-12 X 2.5 2.5 0 %100 102 P27-8 X 2.5 2.5 0 %100 103 P6-4 X 2.5 2.5 0 %100 104 P27-9 X 2.5 2.5 0 %100 105 P27-10 X 2.5 2.5 0 %100 106 P7-2 X 2.5 2.5 0 %100 107 P1-9 X 2.5 2.5 0 %100 108 P28-2 X 2.5 2.5 0 %100 109 P2-3 X 2.5 2.5 0 %100 110 P28-4 X 2.5 2.5 0 %100 111 P30-6 X 2.5 2.5 0 %100 112 P28-5 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 121 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 113 P15-5 X 2.5 2.5 0 %100 114 P52-7 X 2.5 2.5 0 %100 115 P28-6 X 2.5 2.5 0 %100 116 P28-7 X 2.5 2.5 0 %100 117 P30-4 X 2.5 2.5 0 %100 118 P26-6 X 2.5 2.5 0 %100 119 P25-1 X 2.5 2.5 0 %100 120 P44-9 X 2.5 2.5 0 %100 121 P26-4 X 2.5 2.5 0 %100 122 P17-7 X 2.5 2.5 0 %100 123 P26-1 X 2.5 2.5 0 %100 124 P15-14 X 2.5 2.5 0 %100 125 P25-2 X 2.5 2.5 0 %100 126 P18-11 X 2.5 2.5 0 %100 127 P21-1 X 2.5 2.5 0 %100 128 P26-2 X 2.5 2.5 0 %100 129 P16-3 X 2.5 2.5 0 %100 130 P15-4 X 2.5 2.5 0 %100 131 P9-8 X 2.5 2.5 0 %100 132 P25-3 X 2.5 2.5 0 %100 133 P52-8 X 2.5 2.5 0 %100 134 P37-5 X 2.5 2.5 0 %100 135 P26-3 X 2.5 2.5 0 %100 136 P19-8 X 2.5 2.5 0 %100 137 P46-6 X 2.5 2.5 0 %100 138 P25-4 X 2.5 2.5 0 %100 139 P25-5 X 2.5 2.5 0 %100 140 P7-12 X 2.5 2.5 0 %100 141 P29-6 X 2.5 2.5 0 %100 142 P17-3 X 2.5 2.5 0 %100 143 P26-5 X 2.5 2.5 0 %100 144 P25-6 X 2.5 2.5 0 %100 145 P4-6 X 2.5 2.5 0 %100 146 P25-7 X 2.5 2.5 0 %100 147 P26-7 X 2.5 2.5 0 %100 148 P29-9 X 2.5 2.5 0 %100 149 P25-8 X 2.5 2.5 0 %100 150 P13-12 X 2.5 2.5 0 %100 151 P26-8 X 2.5 2.5 0 %100 152 P25-9 X 2.5 2.5 0 %100 153 P32-4 X 2.5 2.5 0 %100 154 P25-10 X 2.5 2.5 0 %100 155 P2-7 X 2.5 2.5 0 %100 156 P8-12 X 2.5 2.5 0 %100 157 P26-10 X 2.5 2.5 0 %100 158 P29-1 X 2.5 2.5 0 %100 159 P3-4 X 2.5 2.5 0 %100 160 P2-6 X 2.5 2.5 0 %100 161 P30-9 X 2.5 2.5 0 %100 162 P30-1 X 2.5 2.5 0 %100 163 P29-2 X 2.5 2.5 0 %100 164 P30-2 X 2.5 2.5 0 %100 165 P15-7 X 2.5 2.5 0 %100 166 P29-3 X 2.5 2.5 0 %100 167 P3-2 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 122 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 168 P53-2 X 2.5 2.5 0 %100 169 P43-1 X 2.5 2.5 0 %100 170 P29-4 X 2.5 2.5 0 %100 171 P39-1 X 2.5 2.5 0 %100 172 P23-12 X 2.5 2.5 0 %100 173 P29-5 X 2.5 2.5 0 %100 174 P30-5 X 2.5 2.5 0 %100 175 P38-1 X 2.5 2.5 0 %100 176 P17-8 X 2.5 2.5 0 %100 177 P40-3 X 2.5 2.5 0 %100 178 P30-7 X 2.5 2.5 0 %100 179 P29-8 X 2.5 2.5 0 %100 180 P30-8 X 2.5 2.5 0 %100 181 P29-10 X 2.5 2.5 0 %100 182 P2-11 X 2.5 2.5 0 %100 183 P24-7 X 2.5 2.5 0 %100 184 P13-6 X 2.5 2.5 0 %100 185 P23-8 X 2.5 2.5 0 %100 186 P45-4 X 2.5 2.5 0 %100 187 P21-3 X 2.5 2.5 0 %100 188 P7-11 X 2.5 2.5 0 %100 189 P24-9 X 2.5 2.5 0 %100 190 P1-7 X 2.5 2.5 0 %100 191 P24-11 X 2.5 2.5 0 %100 192 P10-1 X 2.5 2.5 0 %100 193 P23-9 X 2.5 2.5 0 %100 194 P24-12 X 2.5 2.5 0 %100 195 P18-7 X 2.5 2.5 0 %100 196 P24-6 X 2.5 2.5 0 %100 197 P23-1 X 2.5 2.5 0 %100 198 P24-4 X 2.5 2.5 0 %100 199 P24-2 X 2.5 2.5 0 %100 200 P39-3 X 2.5 2.5 0 %100 201 P23-3 X 2.5 2.5 0 %100 202 P11-9 X 2.5 2.5 0 %100 203 P34-6 X 2.5 2.5 0 %100 204 P24-3 X 2.5 2.5 0 %100 205 P23-4 X 2.5 2.5 0 %100 206 P23-5 X 2.5 2.5 0 %100 207 P24-5 X 2.5 2.5 0 %100 208 P24-13 X 2.5 2.5 0 %100 209 P23-7 X 2.5 2.5 0 %100 210 P23-10 X 2.5 2.5 0 %100 211 P23-13 X 2.5 2.5 0 %100 212 P31-8 X 2.5 2.5 0 %100 213 P19-12 X 2.5 2.5 0 %100 214 P21-8 X 2.5 2.5 0 %100 215 P22-5 X 2.5 2.5 0 %100 216 P11-8 X 2.5 2.5 0 %100 217 P21-13 X 2.5 2.5 0 %100 218 P10-8 X 2.5 2.5 0 %100 219 P22-10 X 2.5 2.5 0 %100 220 P22-4 X 2.5 2.5 0 %100 221 P16-8 X 2.5 2.5 0 %100 222 P5-2 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 123 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 223 P21-11 X 2.5 2.5 0 %100 224 P21-2 X 2.5 2.5 0 %100 225 P19-7 X 2.5 2.5 0 %100 226 P22-9 X 2.5 2.5 0 %100 227 P22-11 X 2.5 2.5 0 %100 228 P21-9 X 2.5 2.5 0 %100 229 P20-2 X 2.5 2.5 0 %100 230 P33-2 X 2.5 2.5 0 %100 231 P22-12 X 2.5 2.5 0 %100 232 P32-5 X 2.5 2.5 0 %100 233 P22-6 X 2.5 2.5 0 %100 234 P22-1 X 2.5 2.5 0 %100 235 P22-2 X 2.5 2.5 0 %100 236 P21-4 X 2.5 2.5 0 %100 237 P44-8 X 2.5 2.5 0 %100 238 P21-5 X 2.5 2.5 0 %100 239 P19-13 X 2.5 2.5 0 %100 240 P21-6 X 2.5 2.5 0 %100 241 P21-7 X 2.5 2.5 0 %100 242 P12-14 X 2.5 2.5 0 %100 243 P44-1 X 2.5 2.5 0 %100 244 P21-10 X 2.5 2.5 0 %100 245 P4-2 X 2.5 2.5 0 %100 246 P21-12 X 2.5 2.5 0 %100 247 P22-13 X 2.5 2.5 0 %100 248 P7-13 X 2.5 2.5 0 %100 249 P20-5 X 2.5 2.5 0 %100 250 P11-1 X 2.5 2.5 0 %100 251 P20-9 X 2.5 2.5 0 %100 252 P11-12 X 2.5 2.5 0 %100 253 P9-10 X 2.5 2.5 0 %100 254 P44-6 X 2.5 2.5 0 %100 255 P19-4 X 2.5 2.5 0 %100 256 P48-6 X 2.5 2.5 0 %100 257 P19-2 X 2.5 2.5 0 %100 258 P20-4 X 2.5 2.5 0 %100 259 P12-2 X 2.5 2.5 0 %100 260 P19-1 X 2.5 2.5 0 %100 261 P20-1 X 2.5 2.5 0 %100 262 P3-11 X 2.5 2.5 0 %100 263 P19-11 X 2.5 2.5 0 %100 264 P38-4 X 2.5 2.5 0 %100 265 P20-7 X 2.5 2.5 0 %100 266 P20-11 X 2.5 2.5 0 %100 267 P9-1 X 2.5 2.5 0 %100 268 P39-10 X 2.5 2.5 0 %100 269 P10-6 X 2.5 2.5 0 %100 270 P20-12 X 2.5 2.5 0 %100 271 P35-6 X 2.5 2.5 0 %100 272 P20-6 X 2.5 2.5 0 %100 273 P19-3 X 2.5 2.5 0 %100 274 P17-11 X 2.5 2.5 0 %100 275 P19-5 X 2.5 2.5 0 %100 276 P19-6 X 2.5 2.5 0 %100 277 P2-5 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 124 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 278 P47-6 X 2.5 2.5 0 %100 279 P20-8 X 2.5 2.5 0 %100 280 P19-10 X 2.5 2.5 0 %100 281 P4-5 X 2.5 2.5 0 %100 282 P20-13 X 2.5 2.5 0 %100 283 P8-8 X 2.5 2.5 0 %100 284 P17-12 X 2.5 2.5 0 %100 285 P17-10 X 2.5 2.5 0 %100 286 P17-6 X 2.5 2.5 0 %100 287 P17-5 X 2.5 2.5 0 %100 288 P17-13 X 2.5 2.5 0 %100 289 P18-9 X 2.5 2.5 0 %100 290 P6-12 X 2.5 2.5 0 %100 291 P43-6 X 2.5 2.5 0 %100 292 P18-6 X 2.5 2.5 0 %100 293 P5-8 X 2.5 2.5 0 %100 294 P17-1 X 2.5 2.5 0 %100 295 P18-5 X 2.5 2.5 0 %100 296 P15-2 X 2.5 2.5 0 %100 297 P18-10 X 2.5 2.5 0 %100 298 P18-2 X 2.5 2.5 0 %100 299 P18-4 X 2.5 2.5 0 %100 300 P18-12 X 2.5 2.5 0 %100 301 P8-7 X 2.5 2.5 0 %100 302 P41-4 X 2.5 2.5 0 %100 303 P33-9 X 2.5 2.5 0 %100 304 P18-3 X 2.5 2.5 0 %100 305 P8-4 X 2.5 2.5 0 %100 306 P54-4 X 2.5 2.5 0 %100 307 P34-9 X 2.5 2.5 0 %100 308 P18-8 X 2.5 2.5 0 %100 309 P15-12 X 2.5 2.5 0 %100 310 P14-6 X 2.5 2.5 0 %100 311 P48-1 X 2.5 2.5 0 %100 312 P47-9 X 2.5 2.5 0 %100 313 P16-13 X 2.5 2.5 0 %100 314 P16-1 X 2.5 2.5 0 %100 315 P4-8 X 2.5 2.5 0 %100 316 P16-12 X 2.5 2.5 0 %100 317 P42-3 X 2.5 2.5 0 %100 318 P16-9 X 2.5 2.5 0 %100 319 P15-10 X 2.5 2.5 0 %100 320 P2-4 X 2.5 2.5 0 %100 321 P15-6 X 2.5 2.5 0 %100 322 P15-13 X 2.5 2.5 0 %100 323 P16-6 X 2.5 2.5 0 %100 324 P39-6 X 2.5 2.5 0 %100 325 P32-2 X 2.5 2.5 0 %100 326 P16-5 X 2.5 2.5 0 %100 327 P35-5 X 2.5 2.5 0 %100 328 P16-10 X 2.5 2.5 0 %100 329 P16-2 X 2.5 2.5 0 %100 330 P16-4 X 2.5 2.5 0 %100 331 P8-3 X 2.5 2.5 0 %100 332 P15-11 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 125 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 333 P15-9 X 2.5 2.5 0 %100 334 P13-1 X 2.5 2.5 0 %100 335 P3-13 X 2.5 2.5 0 %100 336 P13-7 X 2.5 2.5 0 %100 337 P13-9 X 2.5 2.5 0 %100 338 P11-14 X 2.5 2.5 0 %100 339 P13-10 X 2.5 2.5 0 %100 340 P5-14 X 2.5 2.5 0 %100 341 P14-13 X 2.5 2.5 0 %100 342 P14-1 X 2.5 2.5 0 %100 343 P13-4 X 2.5 2.5 0 %100 344 P7-4 X 2.5 2.5 0 %100 345 P44-4 X 2.5 2.5 0 %100 346 P14-7 X 2.5 2.5 0 %100 347 P14-9 X 2.5 2.5 0 %100 348 P13-2 X 2.5 2.5 0 %100 349 P13-13 X 2.5 2.5 0 %100 350 P47-2 X 2.5 2.5 0 %100 351 P13-11 X 2.5 2.5 0 %100 352 P14-10 X 2.5 2.5 0 %100 353 P37-7 X 2.5 2.5 0 %100 354 P13-8 X 2.5 2.5 0 %100 355 P13-3 X 2.5 2.5 0 %100 356 P4-3 X 2.5 2.5 0 %100 357 P14-8 X 2.5 2.5 0 %100 358 P11-7 X 2.5 2.5 0 %100 359 P11-6 X 2.5 2.5 0 %100 360 P10-14 X 2.5 2.5 0 %100 361 P11-3 X 2.5 2.5 0 %100 362 P6-9 X 2.5 2.5 0 %100 363 P12-11 X 2.5 2.5 0 %100 364 P12-1 X 2.5 2.5 0 %100 365 P11-4 X 2.5 2.5 0 %100 366 P43-9 X 2.5 2.5 0 %100 367 P12-6 X 2.5 2.5 0 %100 368 P12-3 X 2.5 2.5 0 %100 369 P12-5 X 2.5 2.5 0 %100 370 P7-7 X 2.5 2.5 0 %100 371 P12-7 X 2.5 2.5 0 %100 372 P35-4 X 2.5 2.5 0 %100 373 P11-13 X 2.5 2.5 0 %100 374 P32-9 X 2.5 2.5 0 %100 375 P11-11 X 2.5 2.5 0 %100 376 P12-8 X 2.5 2.5 0 %100 377 P3-12 X 2.5 2.5 0 %100 378 P10-13 X 2.5 2.5 0 %100 379 P9-5 X 2.5 2.5 0 %100 380 P9-9 X 2.5 2.5 0 %100 381 P9-11 X 2.5 2.5 0 %100 382 P49-9 X 2.5 2.5 0 %100 383 P10-9 X 2.5 2.5 0 %100 384 P10-10 X 2.5 2.5 0 %100 385 P31-4 X 2.5 2.5 0 %100 386 P48-7 X 2.5 2.5 0 %100 387 P9-7 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 126 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 388 P10-3 X 2.5 2.5 0 %100 389 P9-6 X 2.5 2.5 0 %100 390 P17-14 X 2.5 2.5 0 %100 391 P47-5 X 2.5 2.5 0 %100 392 P10-11 X 2.5 2.5 0 %100 393 P9-4 X 2.5 2.5 0 %100 394 P10-5 X 2.5 2.5 0 %100 395 P33-4 X 2.5 2.5 0 %100 396 P9-12 X 2.5 2.5 0 %100 397 P9-2 X 2.5 2.5 0 %100 398 P7-5 X 2.5 2.5 0 %100 399 P9-13 X 2.5 2.5 0 %100 400 P51-2 X 2.5 2.5 0 %100 401 P7-9 X 2.5 2.5 0 %100 402 P50-1 X 2.5 2.5 0 %100 403 P48-2 X 2.5 2.5 0 %100 404 P8-6 X 2.5 2.5 0 %100 405 P8-9 X 2.5 2.5 0 %100 406 P7-8 X 2.5 2.5 0 %100 407 P1-8 X 2.5 2.5 0 %100 408 P40-2 X 2.5 2.5 0 %100 409 P40-8 X 2.5 2.5 0 %100 410 P8-5 X 2.5 2.5 0 %100 411 P8-10 X 2.5 2.5 0 %100 412 P7-6 X 2.5 2.5 0 %100 413 P52-2 X 2.5 2.5 0 %100 414 P7-1 X 2.5 2.5 0 %100 415 P8-1 X 2.5 2.5 0 %100 416 P7-10 X 2.5 2.5 0 %100 417 P39-8 X 2.5 2.5 0 %100 418 P6-1 X 2.5 2.5 0 %100 419 P32-8 X 2.5 2.5 0 %100 420 P40-1 X 2.5 2.5 0 %100 421 P5-5 X 2.5 2.5 0 %100 422 P19-14 X 2.5 2.5 0 %100 423 P6-6 X 2.5 2.5 0 %100 424 P5-6 X 2.5 2.5 0 %100 425 P6-10 X 2.5 2.5 0 %100 426 P38-9 X 2.5 2.5 0 %100 427 P5-7 X 2.5 2.5 0 %100 428 P5-11 X 2.5 2.5 0 %100 429 P51-8 X 2.5 2.5 0 %100 430 P5-9 X 2.5 2.5 0 %100 431 P5-10 X 2.5 2.5 0 %100 432 P6-2 X 2.5 2.5 0 %100 433 P2-10 X 2.5 2.5 0 %100 434 P38-2 X 2.5 2.5 0 %100 435 P6-13 X 2.5 2.5 0 %100 436 P32-7 X 2.5 2.5 0 %100 437 P6-3 X 2.5 2.5 0 %100 438 P6-5 X 2.5 2.5 0 %100 439 P5-12 X 2.5 2.5 0 %100 440 P5-3 X 2.5 2.5 0 %100 441 P31-10 X 2.5 2.5 0 %100 442 P6-11 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 127 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 443 P6-14 X 2.5 2.5 0 %100 444 P31-9 X 2.5 2.5 0 %100 445 P5-13 X 2.5 2.5 0 %100 446 P6-8 X 2.5 2.5 0 %100 447 P47-7 X 2.5 2.5 0 %100 448 P3-10 X 2.5 2.5 0 %100 449 P3-9 X 2.5 2.5 0 %100 450 P4-10 X 2.5 2.5 0 %100 451 P4-4 X 2.5 2.5 0 %100 452 P31-7 X 2.5 2.5 0 %100 453 P3-5 X 2.5 2.5 0 %100 454 P4-7 X 2.5 2.5 0 %100 455 P3-6 X 2.5 2.5 0 %100 456 P3-7 X 2.5 2.5 0 %100 457 P31-5 X 2.5 2.5 0 %100 458 P40-4 X 2.5 2.5 0 %100 459 P4-9 X 2.5 2.5 0 %100 460 P14-14 X 2.5 2.5 0 %100 461 P3-8 X 2.5 2.5 0 %100 462 P4-11 X 2.5 2.5 0 %100 463 P3-3 X 2.5 2.5 0 %100 464 P23-14 X 2.5 2.5 0 %100 465 P36-4 X 2.5 2.5 0 %100 466 P18-14 X 2.5 2.5 0 %100 467 P24-14 X 2.5 2.5 0 %100 468 P21-14 X 2.5 2.5 0 %100 469 P39-4 X 2.5 2.5 0 %100 470 P22-14 X 2.5 2.5 0 %100 471 P20-14 X 2.5 2.5 0 %100 472 P16-14 X 2.5 2.5 0 %100 473 P33-1 X 2.5 2.5 0 %100 474 P13-14 X 2.5 2.5 0 %100 475 P1-4 X 2.5 2.5 0 %100 476 P7-14 X 2.5 2.5 0 %100 477 P1-12 X 2.5 2.5 0 %100 478 P41-2 X 2.5 2.5 0 %100 479 P1-3 X 2.5 2.5 0 %100 480 P39-9 X 2.5 2.5 0 %100 481 P1-5 X 2.5 2.5 0 %100 482 P2-12 X 2.5 2.5 0 %100 483 P46-5 X 2.5 2.5 0 %100 484 P1-6 X 2.5 2.5 0 %100 485 P2-2 X 2.5 2.5 0 %100 486 P1-11 X 2.5 2.5 0 %100 487 P31-1 X 2.5 2.5 0 %100 488 P34-7 X 2.5 2.5 0 %100 489 P1-10 X 2.5 2.5 0 %100 490 P2-8 X 2.5 2.5 0 %100 491 P1-13 X 2.5 2.5 0 %100 492 P2-13 X 2.5 2.5 0 %100 493 P52-6 X 2.5 2.5 0 %100 494 P32-6 X 2.5 2.5 0 %100 495 P32-3 X 2.5 2.5 0 %100 496 P32-1 X 2.5 2.5 0 %100 497 P34-3 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 128 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 498 P31-6 X 2.5 2.5 0 %100 499 P32-10 X 2.5 2.5 0 %100 500 P40-9 X 2.5 2.5 0 %100 501 P33-8 X 2.5 2.5 0 %100 502 P34-8 X 2.5 2.5 0 %100 503 P46-8 X 2.5 2.5 0 %100 504 P33-10 X 2.5 2.5 0 %100 505 P34-5 X 2.5 2.5 0 %100 506 P34-1 X 2.5 2.5 0 %100 507 P33-6 X 2.5 2.5 0 %100 508 P33-5 X 2.5 2.5 0 %100 509 P34-2 X 2.5 2.5 0 %100 510 P33-3 X 2.5 2.5 0 %100 511 P34-10 X 2.5 2.5 0 %100 512 P36-10 X 2.5 2.5 0 %100 513 P36-7 X 2.5 2.5 0 %100 514 P36-3 X 2.5 2.5 0 %100 515 P35-8 X 2.5 2.5 0 %100 516 P36-5 X 2.5 2.5 0 %100 517 P36-8 X 2.5 2.5 0 %100 518 P40-7 X 2.5 2.5 0 %100 519 P35-9 X 2.5 2.5 0 %100 520 P35-1 X 2.5 2.5 0 %100 521 P36-1 X 2.5 2.5 0 %100 522 P51-5 X 2.5 2.5 0 %100 523 P46-7 X 2.5 2.5 0 %100 524 P36-9 X 2.5 2.5 0 %100 525 P35-2 X 2.5 2.5 0 %100 526 P36-2 X 2.5 2.5 0 %100 527 P35-7 X 2.5 2.5 0 %100 528 P38-8 X 2.5 2.5 0 %100 529 P37-4 X 2.5 2.5 0 %100 530 P38-10 X 2.5 2.5 0 %100 531 P38-7 X 2.5 2.5 0 %100 532 P38-3 X 2.5 2.5 0 %100 533 P37-8 X 2.5 2.5 0 %100 534 P38-5 X 2.5 2.5 0 %100 535 P37-9 X 2.5 2.5 0 %100 536 P37-1 X 2.5 2.5 0 %100 537 P38-6 X 2.5 2.5 0 %100 538 P37-2 X 2.5 2.5 0 %100 539 P37-3 X 2.5 2.5 0 %100 540 P39-5 X 2.5 2.5 0 %100 541 P39-7 X 2.5 2.5 0 %100 542 P40-6 X 2.5 2.5 0 %100 543 P41-3 X 2.5 2.5 0 %100 544 P42-1 X 2.5 2.5 0 %100 545 P41-9 X 2.5 2.5 0 %100 546 P41-10 X 2.5 2.5 0 %100 547 P42-8 X 2.5 2.5 0 %100 548 P42-4 X 2.5 2.5 0 %100 549 P41-6 X 2.5 2.5 0 %100 550 P41-5 X 2.5 2.5 0 %100 551 P42-9 X 2.5 2.5 0 %100 552 P42-7 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 129 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 553 P41-8 X 2.5 2.5 0 %100 554 P42-5 X 2.5 2.5 0 %100 555 P42-2 X 2.5 2.5 0 %100 556 P43-2 X 2.5 2.5 0 %100 557 P44-3 X 2.5 2.5 0 %100 558 P43-4 X 2.5 2.5 0 %100 559 P48-3 X 2.5 2.5 0 %100 560 P44-5 X 2.5 2.5 0 %100 561 P43-3 X 2.5 2.5 0 %100 562 P43-5 X 2.5 2.5 0 %100 563 P43-7 X 2.5 2.5 0 %100 564 P44-7 X 2.5 2.5 0 %100 565 P43-8 X 2.5 2.5 0 %100 566 P44-2 X 2.5 2.5 0 %100 567 P45-3 X 2.5 2.5 0 %100 568 P45-5 X 2.5 2.5 0 %100 569 P45-8 X 2.5 2.5 0 %100 570 P46-2 X 2.5 2.5 0 %100 571 P46-9 X 2.5 2.5 0 %100 572 P45-7 X 2.5 2.5 0 %100 573 P45-2 X 2.5 2.5 0 %100 574 P46-3 X 2.5 2.5 0 %100 575 P46-1 X 2.5 2.5 0 %100 576 P45-9 X 2.5 2.5 0 %100 577 P45-6 X 2.5 2.5 0 %100 578 P47-8 X 2.5 2.5 0 %100 579 P48-8 X 2.5 2.5 0 %100 580 P47-3 X 2.5 2.5 0 %100 581 P48-9 X 2.5 2.5 0 %100 582 P48-4 X 2.5 2.5 0 %100 583 P48-5 X 2.5 2.5 0 %100 584 P50-5 X 2.5 2.5 0 %100 585 P50-7 X 2.5 2.5 0 %100 586 P50-9 X 2.5 2.5 0 %100 587 P49-5 X 2.5 2.5 0 %100 588 P49-1 X 2.5 2.5 0 %100 589 P50-3 X 2.5 2.5 0 %100 590 P49-3 X 2.5 2.5 0 %100 591 P49-4 X 2.5 2.5 0 %100 592 P53-4 X 2.5 2.5 0 %100 593 P49-7 X 2.5 2.5 0 %100 594 P49-2 X 2.5 2.5 0 %100 595 P49-6 X 2.5 2.5 0 %100 596 P51-7 X 2.5 2.5 0 %100 597 P52-4 X 2.5 2.5 0 %100 598 P52-5 X 2.5 2.5 0 %100 599 P52-9 X 2.5 2.5 0 %100 600 P51-3 X 2.5 2.5 0 %100 601 P51-6 X 2.5 2.5 0 %100 602 P54-7 X 2.5 2.5 0 %100 603 P54-8 X 2.5 2.5 0 %100 604 P53-7 X 2.5 2.5 0 %100 605 P53-8 X 2.5 2.5 0 %100 606 P54-3 X 2.5 2.5 0 %100 607 P53-3 X 2.5 2.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 130 Member Distributed Loads (BLC 10 : Ex) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 608 P54-2 X 2.5 2.5 0 %100 609 P54-6 X 2.5 2.5 0 %100 610 P53-5 X 2.5 2.5 0 %100 611 P54-5 X 2.5 2.5 0 %100 612 P53-6 X 2.5 2.5 0 %100 Member Distributed Loads (BLC 11 : Ez) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P8-13 Z 2.7 2.7 0 %100 2 P42-6 Z 2.7 2.7 0 %100 3 P47-1 Z 2.7 2.7 0 %100 4 P27-6 Z 2.7 2.7 0 %100 5 P39-2 Z 2.7 2.7 0 %100 6 P8-2 Z 2.7 2.7 0 %100 7 P28-3 Z 2.7 2.7 0 %100 8 P24-10 Z 2.7 2.7 0 %100 9 P15-8 Z 2.7 2.7 0 %100 10 P37-10 Z 2.7 2.7 0 %100 11 P28-1 Z 2.7 2.7 0 %100 12 P52-3 Z 2.7 2.7 0 %100 13 P35-10 Z 2.7 2.7 0 %100 14 P9-14 Z 2.7 2.7 0 %100 15 P28-9 Z 2.7 2.7 0 %100 16 P22-8 Z 2.7 2.7 0 %100 17 P12-4 Z 2.7 2.7 0 %100 18 P49-8 Z 2.7 2.7 0 %100 19 P31-2 Z 2.7 2.7 0 %100 20 P24-1 Z 2.7 2.7 0 %100 21 P16-7 Z 2.7 2.7 0 %100 22 P11-10 Z 2.7 2.7 0 %100 23 P14-3 Z 2.7 2.7 0 %100 24 P23-6 Z 2.7 2.7 0 %100 25 P12-9 Z 2.7 2.7 0 %100 26 P10-2 Z 2.7 2.7 0 %100 27 P30-3 Z 2.7 2.7 0 %100 28 P24-8 Z 2.7 2.7 0 %100 29 P34-4 Z 2.7 2.7 0 %100 30 P8-14 Z 2.7 2.7 0 %100 31 P14-5 Z 2.7 2.7 0 %100 32 P7-3 Z 2.7 2.7 0 %100 33 P51-4 Z 2.7 2.7 0 %100 34 P6-7 Z 2.7 2.7 0 %100 35 P54-9 Z 2.7 2.7 0 %100 36 P20-3 Z 2.7 2.7 0 %100 37 P42-10 Z 2.7 2.7 0 %100 38 P14-11 Z 2.7 2.7 0 %100 39 P18-13 Z 2.7 2.7 0 %100 40 P50-2 Z 2.7 2.7 0 %100 41 P50-4 Z 2.7 2.7 0 %100 42 P53-9 Z 2.7 2.7 0 %100 43 P51-9 Z 2.7 2.7 0 %100 44 P50-8 Z 2.7 2.7 0 %100 45 P1-2 Z 2.7 2.7 0 %100 46 P45-1 Z 2.7 2.7 0 %100 47 P46-4 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 131 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 48 P15-3 Z 2.7 2.7 0 %100 49 P28-10 Z 2.7 2.7 0 %100 50 P41-1 Z 2.7 2.7 0 %100 51 P12-10 Z 2.7 2.7 0 %100 52 P28-8 Z 2.7 2.7 0 %100 53 P4-13 Z 2.7 2.7 0 %100 54 P23-11 Z 2.7 2.7 0 %100 55 P19-9 Z 2.7 2.7 0 %100 56 P22-7 Z 2.7 2.7 0 %100 57 P13-5 Z 2.7 2.7 0 %100 58 P14-4 Z 2.7 2.7 0 %100 59 P30-10 Z 2.7 2.7 0 %100 60 P5-1 Z 2.7 2.7 0 %100 61 P20-10 Z 2.7 2.7 0 %100 62 P18-1 Z 2.7 2.7 0 %100 63 P11-2 Z 2.7 2.7 0 %100 64 P40-10 Z 2.7 2.7 0 %100 65 P35-3 Z 2.7 2.7 0 %100 66 P10-7 Z 2.7 2.7 0 %100 67 P17-9 Z 2.7 2.7 0 %100 68 P14-2 Z 2.7 2.7 0 %100 69 P10-12 Z 2.7 2.7 0 %100 70 P11-5 Z 2.7 2.7 0 %100 71 P36-6 Z 2.7 2.7 0 %100 72 P10-4 Z 2.7 2.7 0 %100 73 P2-9 Z 2.7 2.7 0 %100 74 P17-2 Z 2.7 2.7 0 %100 75 P50-6 Z 2.7 2.7 0 %100 76 P33-7 Z 2.7 2.7 0 %100 77 P40-5 Z 2.7 2.7 0 %100 78 P22-3 Z 2.7 2.7 0 %100 79 P15-1 Z 2.7 2.7 0 %100 80 P29-7 Z 2.7 2.7 0 %100 81 P23-2 Z 2.7 2.7 0 %100 82 P47-4 Z 2.7 2.7 0 %100 83 P9-3 Z 2.7 2.7 0 %100 84 P27-7 Z 2.7 2.7 0 %100 85 P12-13 Z 2.7 2.7 0 %100 86 P37-6 Z 2.7 2.7 0 %100 87 P8-11 Z 2.7 2.7 0 %100 88 P31-3 Z 2.7 2.7 0 %100 89 P26-9 Z 2.7 2.7 0 %100 90 P16-11 Z 2.7 2.7 0 %100 91 P27-1 Z 2.7 2.7 0 %100 92 P27-2 Z 2.7 2.7 0 %100 93 P17-4 Z 2.7 2.7 0 %100 94 P4-12 Z 2.7 2.7 0 %100 95 P41-7 Z 2.7 2.7 0 %100 96 P5-4 Z 2.7 2.7 0 %100 97 P27-3 Z 2.7 2.7 0 %100 98 P12-12 Z 2.7 2.7 0 %100 99 P27-4 Z 2.7 2.7 0 %100 100 P27-5 Z 2.7 2.7 0 %100 101 P14-12 Z 2.7 2.7 0 %100 102 P27-8 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 132 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 103 P6-4 Z 2.7 2.7 0 %100 104 P27-9 Z 2.7 2.7 0 %100 105 P27-10 Z 2.7 2.7 0 %100 106 P7-2 Z 2.7 2.7 0 %100 107 P1-9 Z 2.7 2.7 0 %100 108 P28-2 Z 2.7 2.7 0 %100 109 P2-3 Z 2.7 2.7 0 %100 110 P28-4 Z 2.7 2.7 0 %100 111 P30-6 Z 2.7 2.7 0 %100 112 P28-5 Z 2.7 2.7 0 %100 113 P15-5 Z 2.7 2.7 0 %100 114 P52-7 Z 2.7 2.7 0 %100 115 P28-6 Z 2.7 2.7 0 %100 116 P28-7 Z 2.7 2.7 0 %100 117 P30-4 Z 2.7 2.7 0 %100 118 P26-6 Z 2.7 2.7 0 %100 119 P25-1 Z 2.7 2.7 0 %100 120 P44-9 Z 2.7 2.7 0 %100 121 P26-4 Z 2.7 2.7 0 %100 122 P17-7 Z 2.7 2.7 0 %100 123 P26-1 Z 2.7 2.7 0 %100 124 P15-14 Z 2.7 2.7 0 %100 125 P25-2 Z 2.7 2.7 0 %100 126 P18-11 Z 2.7 2.7 0 %100 127 P21-1 Z 2.7 2.7 0 %100 128 P26-2 Z 2.7 2.7 0 %100 129 P16-3 Z 2.7 2.7 0 %100 130 P15-4 Z 2.7 2.7 0 %100 131 P9-8 Z 2.7 2.7 0 %100 132 P25-3 Z 2.7 2.7 0 %100 133 P52-8 Z 2.7 2.7 0 %100 134 P37-5 Z 2.7 2.7 0 %100 135 P26-3 Z 2.7 2.7 0 %100 136 P19-8 Z 2.7 2.7 0 %100 137 P46-6 Z 2.7 2.7 0 %100 138 P25-4 Z 2.7 2.7 0 %100 139 P25-5 Z 2.7 2.7 0 %100 140 P7-12 Z 2.7 2.7 0 %100 141 P29-6 Z 2.7 2.7 0 %100 142 P17-3 Z 2.7 2.7 0 %100 143 P26-5 Z 2.7 2.7 0 %100 144 P25-6 Z 2.7 2.7 0 %100 145 P4-6 Z 2.7 2.7 0 %100 146 P25-7 Z 2.7 2.7 0 %100 147 P26-7 Z 2.7 2.7 0 %100 148 P29-9 Z 2.7 2.7 0 %100 149 P25-8 Z 2.7 2.7 0 %100 150 P13-12 Z 2.7 2.7 0 %100 151 P26-8 Z 2.7 2.7 0 %100 152 P25-9 Z 2.7 2.7 0 %100 153 P32-4 Z 2.7 2.7 0 %100 154 P25-10 Z 2.7 2.7 0 %100 155 P2-7 Z 2.7 2.7 0 %100 156 P8-12 Z 2.7 2.7 0 %100 157 P26-10 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 133 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 158 P29-1 Z 2.7 2.7 0 %100 159 P3-4 Z 2.7 2.7 0 %100 160 P2-6 Z 2.7 2.7 0 %100 161 P30-9 Z 2.7 2.7 0 %100 162 P30-1 Z 2.7 2.7 0 %100 163 P29-2 Z 2.7 2.7 0 %100 164 P30-2 Z 2.7 2.7 0 %100 165 P15-7 Z 2.7 2.7 0 %100 166 P29-3 Z 2.7 2.7 0 %100 167 P3-2 Z 2.7 2.7 0 %100 168 P53-2 Z 2.7 2.7 0 %100 169 P43-1 Z 2.7 2.7 0 %100 170 P29-4 Z 2.7 2.7 0 %100 171 P39-1 Z 2.7 2.7 0 %100 172 P23-12 Z 2.7 2.7 0 %100 173 P29-5 Z 2.7 2.7 0 %100 174 P30-5 Z 2.7 2.7 0 %100 175 P38-1 Z 2.7 2.7 0 %100 176 P17-8 Z 2.7 2.7 0 %100 177 P40-3 Z 2.7 2.7 0 %100 178 P30-7 Z 2.7 2.7 0 %100 179 P29-8 Z 2.7 2.7 0 %100 180 P30-8 Z 2.7 2.7 0 %100 181 P29-10 Z 2.7 2.7 0 %100 182 P2-11 Z 2.7 2.7 0 %100 183 P24-7 Z 2.7 2.7 0 %100 184 P13-6 Z 2.7 2.7 0 %100 185 P23-8 Z 2.7 2.7 0 %100 186 P45-4 Z 2.7 2.7 0 %100 187 P21-3 Z 2.7 2.7 0 %100 188 P7-11 Z 2.7 2.7 0 %100 189 P24-9 Z 2.7 2.7 0 %100 190 P1-7 Z 2.7 2.7 0 %100 191 P24-11 Z 2.7 2.7 0 %100 192 P10-1 Z 2.7 2.7 0 %100 193 P23-9 Z 2.7 2.7 0 %100 194 P24-12 Z 2.7 2.7 0 %100 195 P18-7 Z 2.7 2.7 0 %100 196 P24-6 Z 2.7 2.7 0 %100 197 P23-1 Z 2.7 2.7 0 %100 198 P24-4 Z 2.7 2.7 0 %100 199 P24-2 Z 2.7 2.7 0 %100 200 P39-3 Z 2.7 2.7 0 %100 201 P23-3 Z 2.7 2.7 0 %100 202 P11-9 Z 2.7 2.7 0 %100 203 P34-6 Z 2.7 2.7 0 %100 204 P24-3 Z 2.7 2.7 0 %100 205 P23-4 Z 2.7 2.7 0 %100 206 P23-5 Z 2.7 2.7 0 %100 207 P24-5 Z 2.7 2.7 0 %100 208 P24-13 Z 2.7 2.7 0 %100 209 P23-7 Z 2.7 2.7 0 %100 210 P23-10 Z 2.7 2.7 0 %100 211 P23-13 Z 2.7 2.7 0 %100 212 P31-8 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 134 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 213 P19-12 Z 2.7 2.7 0 %100 214 P21-8 Z 2.7 2.7 0 %100 215 P22-5 Z 2.7 2.7 0 %100 216 P11-8 Z 2.7 2.7 0 %100 217 P21-13 Z 2.7 2.7 0 %100 218 P10-8 Z 2.7 2.7 0 %100 219 P22-10 Z 2.7 2.7 0 %100 220 P22-4 Z 2.7 2.7 0 %100 221 P16-8 Z 2.7 2.7 0 %100 222 P5-2 Z 2.7 2.7 0 %100 223 P21-11 Z 2.7 2.7 0 %100 224 P21-2 Z 2.7 2.7 0 %100 225 P19-7 Z 2.7 2.7 0 %100 226 P22-9 Z 2.7 2.7 0 %100 227 P22-11 Z 2.7 2.7 0 %100 228 P21-9 Z 2.7 2.7 0 %100 229 P20-2 Z 2.7 2.7 0 %100 230 P33-2 Z 2.7 2.7 0 %100 231 P22-12 Z 2.7 2.7 0 %100 232 P32-5 Z 2.7 2.7 0 %100 233 P22-6 Z 2.7 2.7 0 %100 234 P22-1 Z 2.7 2.7 0 %100 235 P22-2 Z 2.7 2.7 0 %100 236 P21-4 Z 2.7 2.7 0 %100 237 P44-8 Z 2.7 2.7 0 %100 238 P21-5 Z 2.7 2.7 0 %100 239 P19-13 Z 2.7 2.7 0 %100 240 P21-6 Z 2.7 2.7 0 %100 241 P21-7 Z 2.7 2.7 0 %100 242 P12-14 Z 2.7 2.7 0 %100 243 P44-1 Z 2.7 2.7 0 %100 244 P21-10 Z 2.7 2.7 0 %100 245 P4-2 Z 2.7 2.7 0 %100 246 P21-12 Z 2.7 2.7 0 %100 247 P22-13 Z 2.7 2.7 0 %100 248 P7-13 Z 2.7 2.7 0 %100 249 P20-5 Z 2.7 2.7 0 %100 250 P11-1 Z 2.7 2.7 0 %100 251 P20-9 Z 2.7 2.7 0 %100 252 P11-12 Z 2.7 2.7 0 %100 253 P9-10 Z 2.7 2.7 0 %100 254 P44-6 Z 2.7 2.7 0 %100 255 P19-4 Z 2.7 2.7 0 %100 256 P48-6 Z 2.7 2.7 0 %100 257 P19-2 Z 2.7 2.7 0 %100 258 P20-4 Z 2.7 2.7 0 %100 259 P12-2 Z 2.7 2.7 0 %100 260 P19-1 Z 2.7 2.7 0 %100 261 P20-1 Z 2.7 2.7 0 %100 262 P3-11 Z 2.7 2.7 0 %100 263 P19-11 Z 2.7 2.7 0 %100 264 P38-4 Z 2.7 2.7 0 %100 265 P20-7 Z 2.7 2.7 0 %100 266 P20-11 Z 2.7 2.7 0 %100 267 P9-1 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 135 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 268 P39-10 Z 2.7 2.7 0 %100 269 P10-6 Z 2.7 2.7 0 %100 270 P20-12 Z 2.7 2.7 0 %100 271 P35-6 Z 2.7 2.7 0 %100 272 P20-6 Z 2.7 2.7 0 %100 273 P19-3 Z 2.7 2.7 0 %100 274 P17-11 Z 2.7 2.7 0 %100 275 P19-5 Z 2.7 2.7 0 %100 276 P19-6 Z 2.7 2.7 0 %100 277 P2-5 Z 2.7 2.7 0 %100 278 P47-6 Z 2.7 2.7 0 %100 279 P20-8 Z 2.7 2.7 0 %100 280 P19-10 Z 2.7 2.7 0 %100 281 P4-5 Z 2.7 2.7 0 %100 282 P20-13 Z 2.7 2.7 0 %100 283 P8-8 Z 2.7 2.7 0 %100 284 P17-12 Z 2.7 2.7 0 %100 285 P17-10 Z 2.7 2.7 0 %100 286 P17-6 Z 2.7 2.7 0 %100 287 P17-5 Z 2.7 2.7 0 %100 288 P17-13 Z 2.7 2.7 0 %100 289 P18-9 Z 2.7 2.7 0 %100 290 P6-12 Z 2.7 2.7 0 %100 291 P43-6 Z 2.7 2.7 0 %100 292 P18-6 Z 2.7 2.7 0 %100 293 P5-8 Z 2.7 2.7 0 %100 294 P17-1 Z 2.7 2.7 0 %100 295 P18-5 Z 2.7 2.7 0 %100 296 P15-2 Z 2.7 2.7 0 %100 297 P18-10 Z 2.7 2.7 0 %100 298 P18-2 Z 2.7 2.7 0 %100 299 P18-4 Z 2.7 2.7 0 %100 300 P18-12 Z 2.7 2.7 0 %100 301 P8-7 Z 2.7 2.7 0 %100 302 P41-4 Z 2.7 2.7 0 %100 303 P33-9 Z 2.7 2.7 0 %100 304 P18-3 Z 2.7 2.7 0 %100 305 P8-4 Z 2.7 2.7 0 %100 306 P54-4 Z 2.7 2.7 0 %100 307 P34-9 Z 2.7 2.7 0 %100 308 P18-8 Z 2.7 2.7 0 %100 309 P15-12 Z 2.7 2.7 0 %100 310 P14-6 Z 2.7 2.7 0 %100 311 P48-1 Z 2.7 2.7 0 %100 312 P47-9 Z 2.7 2.7 0 %100 313 P16-13 Z 2.7 2.7 0 %100 314 P16-1 Z 2.7 2.7 0 %100 315 P4-8 Z 2.7 2.7 0 %100 316 P16-12 Z 2.7 2.7 0 %100 317 P42-3 Z 2.7 2.7 0 %100 318 P16-9 Z 2.7 2.7 0 %100 319 P15-10 Z 2.7 2.7 0 %100 320 P2-4 Z 2.7 2.7 0 %100 321 P15-6 Z 2.7 2.7 0 %100 322 P15-13 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 136 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 323 P16-6 Z 2.7 2.7 0 %100 324 P39-6 Z 2.7 2.7 0 %100 325 P32-2 Z 2.7 2.7 0 %100 326 P16-5 Z 2.7 2.7 0 %100 327 P35-5 Z 2.7 2.7 0 %100 328 P16-10 Z 2.7 2.7 0 %100 329 P16-2 Z 2.7 2.7 0 %100 330 P16-4 Z 2.7 2.7 0 %100 331 P8-3 Z 2.7 2.7 0 %100 332 P15-11 Z 2.7 2.7 0 %100 333 P15-9 Z 2.7 2.7 0 %100 334 P13-1 Z 2.7 2.7 0 %100 335 P3-13 Z 2.7 2.7 0 %100 336 P13-7 Z 2.7 2.7 0 %100 337 P13-9 Z 2.7 2.7 0 %100 338 P11-14 Z 2.7 2.7 0 %100 339 P13-10 Z 2.7 2.7 0 %100 340 P5-14 Z 2.7 2.7 0 %100 341 P14-13 Z 2.7 2.7 0 %100 342 P14-1 Z 2.7 2.7 0 %100 343 P13-4 Z 2.7 2.7 0 %100 344 P7-4 Z 2.7 2.7 0 %100 345 P44-4 Z 2.7 2.7 0 %100 346 P14-7 Z 2.7 2.7 0 %100 347 P14-9 Z 2.7 2.7 0 %100 348 P13-2 Z 2.7 2.7 0 %100 349 P13-13 Z 2.7 2.7 0 %100 350 P47-2 Z 2.7 2.7 0 %100 351 P13-11 Z 2.7 2.7 0 %100 352 P14-10 Z 2.7 2.7 0 %100 353 P37-7 Z 2.7 2.7 0 %100 354 P13-8 Z 2.7 2.7 0 %100 355 P13-3 Z 2.7 2.7 0 %100 356 P4-3 Z 2.7 2.7 0 %100 357 P14-8 Z 2.7 2.7 0 %100 358 P11-7 Z 2.7 2.7 0 %100 359 P11-6 Z 2.7 2.7 0 %100 360 P10-14 Z 2.7 2.7 0 %100 361 P11-3 Z 2.7 2.7 0 %100 362 P6-9 Z 2.7 2.7 0 %100 363 P12-11 Z 2.7 2.7 0 %100 364 P12-1 Z 2.7 2.7 0 %100 365 P11-4 Z 2.7 2.7 0 %100 366 P43-9 Z 2.7 2.7 0 %100 367 P12-6 Z 2.7 2.7 0 %100 368 P12-3 Z 2.7 2.7 0 %100 369 P12-5 Z 2.7 2.7 0 %100 370 P7-7 Z 2.7 2.7 0 %100 371 P12-7 Z 2.7 2.7 0 %100 372 P35-4 Z 2.7 2.7 0 %100 373 P11-13 Z 2.7 2.7 0 %100 374 P32-9 Z 2.7 2.7 0 %100 375 P11-11 Z 2.7 2.7 0 %100 376 P12-8 Z 2.7 2.7 0 %100 377 P3-12 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 137 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 378 P10-13 Z 2.7 2.7 0 %100 379 P9-5 Z 2.7 2.7 0 %100 380 P9-9 Z 2.7 2.7 0 %100 381 P9-11 Z 2.7 2.7 0 %100 382 P49-9 Z 2.7 2.7 0 %100 383 P10-9 Z 2.7 2.7 0 %100 384 P10-10 Z 2.7 2.7 0 %100 385 P31-4 Z 2.7 2.7 0 %100 386 P48-7 Z 2.7 2.7 0 %100 387 P9-7 Z 2.7 2.7 0 %100 388 P10-3 Z 2.7 2.7 0 %100 389 P9-6 Z 2.7 2.7 0 %100 390 P17-14 Z 2.7 2.7 0 %100 391 P47-5 Z 2.7 2.7 0 %100 392 P10-11 Z 2.7 2.7 0 %100 393 P9-4 Z 2.7 2.7 0 %100 394 P10-5 Z 2.7 2.7 0 %100 395 P33-4 Z 2.7 2.7 0 %100 396 P9-12 Z 2.7 2.7 0 %100 397 P9-2 Z 2.7 2.7 0 %100 398 P7-5 Z 2.7 2.7 0 %100 399 P9-13 Z 2.7 2.7 0 %100 400 P51-2 Z 2.7 2.7 0 %100 401 P7-9 Z 2.7 2.7 0 %100 402 P50-1 Z 2.7 2.7 0 %100 403 P48-2 Z 2.7 2.7 0 %100 404 P8-6 Z 2.7 2.7 0 %100 405 P8-9 Z 2.7 2.7 0 %100 406 P7-8 Z 2.7 2.7 0 %100 407 P1-8 Z 2.7 2.7 0 %100 408 P40-2 Z 2.7 2.7 0 %100 409 P40-8 Z 2.7 2.7 0 %100 410 P8-5 Z 2.7 2.7 0 %100 411 P8-10 Z 2.7 2.7 0 %100 412 P7-6 Z 2.7 2.7 0 %100 413 P52-2 Z 2.7 2.7 0 %100 414 P7-1 Z 2.7 2.7 0 %100 415 P8-1 Z 2.7 2.7 0 %100 416 P7-10 Z 2.7 2.7 0 %100 417 P39-8 Z 2.7 2.7 0 %100 418 P6-1 Z 2.7 2.7 0 %100 419 P32-8 Z 2.7 2.7 0 %100 420 P40-1 Z 2.7 2.7 0 %100 421 P5-5 Z 2.7 2.7 0 %100 422 P19-14 Z 2.7 2.7 0 %100 423 P6-6 Z 2.7 2.7 0 %100 424 P5-6 Z 2.7 2.7 0 %100 425 P6-10 Z 2.7 2.7 0 %100 426 P38-9 Z 2.7 2.7 0 %100 427 P5-7 Z 2.7 2.7 0 %100 428 P5-11 Z 2.7 2.7 0 %100 429 P51-8 Z 2.7 2.7 0 %100 430 P5-9 Z 2.7 2.7 0 %100 431 P5-10 Z 2.7 2.7 0 %100 432 P6-2 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 138 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 433 P2-10 Z 2.7 2.7 0 %100 434 P38-2 Z 2.7 2.7 0 %100 435 P6-13 Z 2.7 2.7 0 %100 436 P32-7 Z 2.7 2.7 0 %100 437 P6-3 Z 2.7 2.7 0 %100 438 P6-5 Z 2.7 2.7 0 %100 439 P5-12 Z 2.7 2.7 0 %100 440 P5-3 Z 2.7 2.7 0 %100 441 P31-10 Z 2.7 2.7 0 %100 442 P6-11 Z 2.7 2.7 0 %100 443 P6-14 Z 2.7 2.7 0 %100 444 P31-9 Z 2.7 2.7 0 %100 445 P5-13 Z 2.7 2.7 0 %100 446 P6-8 Z 2.7 2.7 0 %100 447 P47-7 Z 2.7 2.7 0 %100 448 P3-10 Z 2.7 2.7 0 %100 449 P3-9 Z 2.7 2.7 0 %100 450 P4-10 Z 2.7 2.7 0 %100 451 P4-4 Z 2.7 2.7 0 %100 452 P31-7 Z 2.7 2.7 0 %100 453 P3-5 Z 2.7 2.7 0 %100 454 P4-7 Z 2.7 2.7 0 %100 455 P3-6 Z 2.7 2.7 0 %100 456 P3-7 Z 2.7 2.7 0 %100 457 P31-5 Z 2.7 2.7 0 %100 458 P40-4 Z 2.7 2.7 0 %100 459 P4-9 Z 2.7 2.7 0 %100 460 P14-14 Z 2.7 2.7 0 %100 461 P3-8 Z 2.7 2.7 0 %100 462 P4-11 Z 2.7 2.7 0 %100 463 P3-3 Z 2.7 2.7 0 %100 464 P23-14 Z 2.7 2.7 0 %100 465 P36-4 Z 2.7 2.7 0 %100 466 P18-14 Z 2.7 2.7 0 %100 467 P24-14 Z 2.7 2.7 0 %100 468 P21-14 Z 2.7 2.7 0 %100 469 P39-4 Z 2.7 2.7 0 %100 470 P22-14 Z 2.7 2.7 0 %100 471 P20-14 Z 2.7 2.7 0 %100 472 P16-14 Z 2.7 2.7 0 %100 473 P33-1 Z 2.7 2.7 0 %100 474 P13-14 Z 2.7 2.7 0 %100 475 P1-4 Z 2.7 2.7 0 %100 476 P7-14 Z 2.7 2.7 0 %100 477 P1-12 Z 2.7 2.7 0 %100 478 P41-2 Z 2.7 2.7 0 %100 479 P1-3 Z 2.7 2.7 0 %100 480 P39-9 Z 2.7 2.7 0 %100 481 P1-5 Z 2.7 2.7 0 %100 482 P2-12 Z 2.7 2.7 0 %100 483 P46-5 Z 2.7 2.7 0 %100 484 P1-6 Z 2.7 2.7 0 %100 485 P2-2 Z 2.7 2.7 0 %100 486 P1-11 Z 2.7 2.7 0 %100 487 P31-1 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 139 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 488 P34-7 Z 2.7 2.7 0 %100 489 P1-10 Z 2.7 2.7 0 %100 490 P2-8 Z 2.7 2.7 0 %100 491 P1-13 Z 2.7 2.7 0 %100 492 P2-13 Z 2.7 2.7 0 %100 493 P52-6 Z 2.7 2.7 0 %100 494 P32-6 Z 2.7 2.7 0 %100 495 P32-3 Z 2.7 2.7 0 %100 496 P32-1 Z 2.7 2.7 0 %100 497 P34-3 Z 2.7 2.7 0 %100 498 P31-6 Z 2.7 2.7 0 %100 499 P32-10 Z 2.7 2.7 0 %100 500 P40-9 Z 2.7 2.7 0 %100 501 P33-8 Z 2.7 2.7 0 %100 502 P34-8 Z 2.7 2.7 0 %100 503 P46-8 Z 2.7 2.7 0 %100 504 P33-10 Z 2.7 2.7 0 %100 505 P34-5 Z 2.7 2.7 0 %100 506 P34-1 Z 2.7 2.7 0 %100 507 P33-6 Z 2.7 2.7 0 %100 508 P33-5 Z 2.7 2.7 0 %100 509 P34-2 Z 2.7 2.7 0 %100 510 P33-3 Z 2.7 2.7 0 %100 511 P34-10 Z 2.7 2.7 0 %100 512 P36-10 Z 2.7 2.7 0 %100 513 P36-7 Z 2.7 2.7 0 %100 514 P36-3 Z 2.7 2.7 0 %100 515 P35-8 Z 2.7 2.7 0 %100 516 P36-5 Z 2.7 2.7 0 %100 517 P36-8 Z 2.7 2.7 0 %100 518 P40-7 Z 2.7 2.7 0 %100 519 P35-9 Z 2.7 2.7 0 %100 520 P35-1 Z 2.7 2.7 0 %100 521 P36-1 Z 2.7 2.7 0 %100 522 P51-5 Z 2.7 2.7 0 %100 523 P46-7 Z 2.7 2.7 0 %100 524 P36-9 Z 2.7 2.7 0 %100 525 P35-2 Z 2.7 2.7 0 %100 526 P36-2 Z 2.7 2.7 0 %100 527 P35-7 Z 2.7 2.7 0 %100 528 P38-8 Z 2.7 2.7 0 %100 529 P37-4 Z 2.7 2.7 0 %100 530 P38-10 Z 2.7 2.7 0 %100 531 P38-7 Z 2.7 2.7 0 %100 532 P38-3 Z 2.7 2.7 0 %100 533 P37-8 Z 2.7 2.7 0 %100 534 P38-5 Z 2.7 2.7 0 %100 535 P37-9 Z 2.7 2.7 0 %100 536 P37-1 Z 2.7 2.7 0 %100 537 P38-6 Z 2.7 2.7 0 %100 538 P37-2 Z 2.7 2.7 0 %100 539 P37-3 Z 2.7 2.7 0 %100 540 P39-5 Z 2.7 2.7 0 %100 541 P39-7 Z 2.7 2.7 0 %100 542 P40-6 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 140 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 543 P41-3 Z 2.7 2.7 0 %100 544 P42-1 Z 2.7 2.7 0 %100 545 P41-9 Z 2.7 2.7 0 %100 546 P41-10 Z 2.7 2.7 0 %100 547 P42-8 Z 2.7 2.7 0 %100 548 P42-4 Z 2.7 2.7 0 %100 549 P41-6 Z 2.7 2.7 0 %100 550 P41-5 Z 2.7 2.7 0 %100 551 P42-9 Z 2.7 2.7 0 %100 552 P42-7 Z 2.7 2.7 0 %100 553 P41-8 Z 2.7 2.7 0 %100 554 P42-5 Z 2.7 2.7 0 %100 555 P42-2 Z 2.7 2.7 0 %100 556 P43-2 Z 2.7 2.7 0 %100 557 P44-3 Z 2.7 2.7 0 %100 558 P43-4 Z 2.7 2.7 0 %100 559 P48-3 Z 2.7 2.7 0 %100 560 P44-5 Z 2.7 2.7 0 %100 561 P43-3 Z 2.7 2.7 0 %100 562 P43-5 Z 2.7 2.7 0 %100 563 P43-7 Z 2.7 2.7 0 %100 564 P44-7 Z 2.7 2.7 0 %100 565 P43-8 Z 2.7 2.7 0 %100 566 P44-2 Z 2.7 2.7 0 %100 567 P45-3 Z 2.7 2.7 0 %100 568 P45-5 Z 2.7 2.7 0 %100 569 P45-8 Z 2.7 2.7 0 %100 570 P46-2 Z 2.7 2.7 0 %100 571 P46-9 Z 2.7 2.7 0 %100 572 P45-7 Z 2.7 2.7 0 %100 573 P45-2 Z 2.7 2.7 0 %100 574 P46-3 Z 2.7 2.7 0 %100 575 P46-1 Z 2.7 2.7 0 %100 576 P45-9 Z 2.7 2.7 0 %100 577 P45-6 Z 2.7 2.7 0 %100 578 P47-8 Z 2.7 2.7 0 %100 579 P48-8 Z 2.7 2.7 0 %100 580 P47-3 Z 2.7 2.7 0 %100 581 P48-9 Z 2.7 2.7 0 %100 582 P48-4 Z 2.7 2.7 0 %100 583 P48-5 Z 2.7 2.7 0 %100 584 P50-5 Z 2.7 2.7 0 %100 585 P50-7 Z 2.7 2.7 0 %100 586 P50-9 Z 2.7 2.7 0 %100 587 P49-5 Z 2.7 2.7 0 %100 588 P49-1 Z 2.7 2.7 0 %100 589 P50-3 Z 2.7 2.7 0 %100 590 P49-3 Z 2.7 2.7 0 %100 591 P49-4 Z 2.7 2.7 0 %100 592 P53-4 Z 2.7 2.7 0 %100 593 P49-7 Z 2.7 2.7 0 %100 594 P49-2 Z 2.7 2.7 0 %100 595 P49-6 Z 2.7 2.7 0 %100 596 P51-7 Z 2.7 2.7 0 %100 597 P52-4 Z 2.7 2.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 141 Member Distributed Loads (BLC 11 : Ez) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 598 P52-5 Z 2.7 2.7 0 %100 599 P52-9 Z 2.7 2.7 0 %100 600 P51-3 Z 2.7 2.7 0 %100 601 P51-6 Z 2.7 2.7 0 %100 602 P54-7 Z 2.7 2.7 0 %100 603 P54-8 Z 2.7 2.7 0 %100 604 P53-7 Z 2.7 2.7 0 %100 605 P53-8 Z 2.7 2.7 0 %100 606 P54-3 Z 2.7 2.7 0 %100 607 P53-3 Z 2.7 2.7 0 %100 608 P54-2 Z 2.7 2.7 0 %100 609 P54-6 Z 2.7 2.7 0 %100 610 P53-5 Z 2.7 2.7 0 %100 611 P54-5 Z 2.7 2.7 0 %100 612 P53-6 Z 2.7 2.7 0 %100 Member Distributed Loads (BLC 12 : Wend, up) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P36-2 y 74.5 74.5 0 %100 2 P27-2 y 74.5 74.5 0 %100 3 P42-2 y 74.5 74.5 0 %100 4 P39-2 y 74.5 74.5 0 %100 5 P19-2 y 74.5 74.5 0 %100 6 P39-1 y 74.5 74.5 0 %100 7 P50-1 y 74.5 74.5 0 %100 8 P11-2 y 74.5 74.5 0 %100 9 P24-1 y 74.5 74.5 0 %100 10 P1-2 y 74.5 74.5 0 %100 11 P20-1 y 74.5 74.5 0 %100 12 P49-1 y 74.5 74.5 0 %100 13 P45-1 y 74.5 74.5 0 %100 14 P16-2 y 74.5 74.5 0 %100 15 P20-2 y 74.5 74.5 0 %100 16 P6-2 y 74.5 74.5 0 %100 17 P28-1 y 74.5 74.5 0 %100 18 P29-2 y 74.5 74.5 0 %100 19 P21-2 y 74.5 74.5 0 %100 20 P22-2 y 74.5 74.5 0 %100 21 P42-1 y 74.5 74.5 0 %100 22 P34-2 y 74.5 74.5 0 %100 23 P45-2 y 74.5 74.5 0 %100 24 P27-1 y 74.5 74.5 0 %100 25 P28-2 y 74.5 74.5 0 %100 26 P13-1 y 74.5 74.5 0 %100 27 P18-1 y 74.5 74.5 0 %100 28 P37-2 y 74.5 74.5 0 %100 29 P34-1 y 74.5 74.5 0 %100 30 P25-1 y 74.5 74.5 0 %100 31 P11-1 y 74.5 74.5 0 %100 32 P26-1 y 74.5 74.5 0 %100 33 P25-2 y 74.5 74.5 0 %100 34 P26-2 y 74.5 74.5 0 %100 35 P14-1 y 74.5 74.5 0 %100 36 P18-2 y 74.5 74.5 0 %100 37 P29-1 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 142 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 38 P30-1 y 74.5 74.5 0 %100 39 P30-2 y 74.5 74.5 0 %100 40 P38-1 y 74.5 74.5 0 %100 41 P16-1 y 74.5 74.5 0 %100 42 P22-1 y 74.5 74.5 0 %100 43 P23-2 y 74.5 74.5 0 %100 44 P8-2 y 74.5 74.5 0 %100 45 P23-1 y 74.5 74.5 0 %100 46 P24-2 y 74.5 74.5 0 %100 47 P33-1 y 74.5 74.5 0 %100 48 P21-1 y 74.5 74.5 0 %100 49 P19-1 y 74.5 74.5 0 %100 50 P7-1 y 74.5 74.5 0 %100 51 P17-1 y 74.5 74.5 0 %100 52 P17-2 y 74.5 74.5 0 %100 53 P15-2 y 74.5 74.5 0 %100 54 P15-1 y 74.5 74.5 0 %100 55 P14-2 y 74.5 74.5 0 %100 56 P10-1 y 74.5 74.5 0 %100 57 P13-2 y 74.5 74.5 0 %100 58 P12-1 y 74.5 74.5 0 %100 59 P12-2 y 74.5 74.5 0 %100 60 P46-1 y 74.5 74.5 0 %100 61 P9-1 y 74.5 74.5 0 %100 62 P10-2 y 74.5 74.5 0 %100 63 P9-2 y 74.5 74.5 0 %100 64 P6-1 y 74.5 74.5 0 %100 65 P8-1 y 74.5 74.5 0 %100 66 P7-2 y 74.5 74.5 0 %100 67 P2-2 y 74.5 74.5 0 %100 68 P5-1 y 74.5 74.5 0 %100 69 P5-2 y 74.5 74.5 0 %100 70 P3-2 y 74.5 74.5 0 %100 71 P4-2 y 74.5 74.5 0 %100 72 P31-1 y 74.5 74.5 0 %100 73 P32-1 y 74.5 74.5 0 %100 74 P31-2 y 74.5 74.5 0 %100 75 P32-2 y 74.5 74.5 0 %100 76 P33-2 y 74.5 74.5 0 %100 77 P35-1 y 74.5 74.5 0 %100 78 P36-1 y 74.5 74.5 0 %100 79 P38-2 y 74.5 74.5 0 %100 80 P35-2 y 74.5 74.5 0 %100 81 P37-1 y 74.5 74.5 0 %100 82 P40-1 y 74.5 74.5 0 %100 83 P40-2 y 74.5 74.5 0 %100 84 P41-2 y 74.5 74.5 0 %100 85 P41-1 y 74.5 74.5 0 %100 86 P43-2 y 74.5 74.5 0 %100 87 P44-1 y 74.5 74.5 0 %100 88 P43-1 y 74.5 74.5 0 %100 89 P44-2 y 74.5 74.5 0 %100 90 P46-2 y 74.5 74.5 0 %100 91 P47-1 y 74.5 74.5 0 %100 92 P48-1 y 74.5 74.5 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 143 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 93 P48-2 y 74.5 74.5 0 %100 94 P47-2 y 74.5 74.5 0 %100 95 P50-2 y 74.5 74.5 0 %100 96 P49-2 y 74.5 74.5 0 %100 97 P51-2 y 74.5 74.5 0 %100 98 P52-2 y 74.5 74.5 0 %100 99 P53-2 y 74.5 74.5 0 %100 100 P54-2 y 74.5 74.5 0 %100 101 P26-3 y 55.9 55.9 0 %100 102 P49-3 y 55.9 55.9 0 %100 103 P24-3 y 55.9 55.9 0 %100 104 P50-4 y 55.9 55.9 0 %100 105 P32-3 y 55.9 55.9 0 %100 106 P15-4 y 55.9 55.9 0 %100 107 P21-3 y 55.9 55.9 0 %100 108 P19-4 y 55.9 55.9 0 %100 109 P20-3 y 55.9 55.9 0 %100 110 P4-4 y 55.9 55.9 0 %100 111 P9-4 y 55.9 55.9 0 %100 112 P42-3 y 55.9 55.9 0 %100 113 P26-4 y 55.9 55.9 0 %100 114 P35-4 y 55.9 55.9 0 %100 115 P1-3 y 55.9 55.9 0 %100 116 P12-3 y 55.9 55.9 0 %100 117 P32-4 y 55.9 55.9 0 %100 118 P7-3 y 55.9 55.9 0 %100 119 P27-3 y 55.9 55.9 0 %100 120 P27-4 y 55.9 55.9 0 %100 121 P23-3 y 55.9 55.9 0 %100 122 P28-3 y 55.9 55.9 0 %100 123 P28-4 y 55.9 55.9 0 %100 124 P25-3 y 55.9 55.9 0 %100 125 P12-4 y 55.9 55.9 0 %100 126 P16-4 y 55.9 55.9 0 %100 127 P25-4 y 55.9 55.9 0 %100 128 P13-3 y 55.9 55.9 0 %100 129 P4-3 y 55.9 55.9 0 %100 130 P23-4 y 55.9 55.9 0 %100 131 P42-4 y 55.9 55.9 0 %100 132 P21-4 y 55.9 55.9 0 %100 133 P30-4 y 55.9 55.9 0 %100 134 P29-3 y 55.9 55.9 0 %100 135 P30-3 y 55.9 55.9 0 %100 136 P29-4 y 55.9 55.9 0 %100 137 P5-4 y 55.9 55.9 0 %100 138 P52-3 y 55.9 55.9 0 %100 139 P2-4 y 55.9 55.9 0 %100 140 P24-4 y 55.9 55.9 0 %100 141 P31-3 y 55.9 55.9 0 %100 142 P22-4 y 55.9 55.9 0 %100 143 P22-3 y 55.9 55.9 0 %100 144 P6-3 y 55.9 55.9 0 %100 145 P20-4 y 55.9 55.9 0 %100 146 P19-3 y 55.9 55.9 0 %100 147 P17-4 y 55.9 55.9 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 144 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 148 P18-4 y 55.9 55.9 0 %100 149 P17-3 y 55.9 55.9 0 %100 150 P18-3 y 55.9 55.9 0 %100 151 P31-4 y 55.9 55.9 0 %100 152 P6-4 y 55.9 55.9 0 %100 153 P15-3 y 55.9 55.9 0 %100 154 P16-3 y 55.9 55.9 0 %100 155 P50-3 y 55.9 55.9 0 %100 156 P14-3 y 55.9 55.9 0 %100 157 P54-3 y 55.9 55.9 0 %100 158 P13-4 y 55.9 55.9 0 %100 159 P14-4 y 55.9 55.9 0 %100 160 P2-3 y 55.9 55.9 0 %100 161 P11-3 y 55.9 55.9 0 %100 162 P11-4 y 55.9 55.9 0 %100 163 P35-3 y 55.9 55.9 0 %100 164 P10-3 y 55.9 55.9 0 %100 165 P9-3 y 55.9 55.9 0 %100 166 P10-4 y 55.9 55.9 0 %100 167 P8-3 y 55.9 55.9 0 %100 168 P8-4 y 55.9 55.9 0 %100 169 P7-4 y 55.9 55.9 0 %100 170 P40-3 y 55.9 55.9 0 %100 171 P5-3 y 55.9 55.9 0 %100 172 P3-4 y 55.9 55.9 0 %100 173 P3-3 y 55.9 55.9 0 %100 174 P41-4 y 55.9 55.9 0 %100 175 P1-4 y 55.9 55.9 0 %100 176 P51-4 y 55.9 55.9 0 %100 177 P33-4 y 55.9 55.9 0 %100 178 P34-3 y 55.9 55.9 0 %100 179 P38-4 y 55.9 55.9 0 %100 180 P34-4 y 55.9 55.9 0 %100 181 P33-3 y 55.9 55.9 0 %100 182 P36-3 y 55.9 55.9 0 %100 183 P48-3 y 55.9 55.9 0 %100 184 P36-4 y 55.9 55.9 0 %100 185 P37-4 y 55.9 55.9 0 %100 186 P38-3 y 55.9 55.9 0 %100 187 P37-3 y 55.9 55.9 0 %100 188 P40-4 y 55.9 55.9 0 %100 189 P47-3 y 55.9 55.9 0 %100 190 P39-4 y 55.9 55.9 0 %100 191 P54-4 y 55.9 55.9 0 %100 192 P39-3 y 55.9 55.9 0 %100 193 P41-3 y 55.9 55.9 0 %100 194 P44-3 y 55.9 55.9 0 %100 195 P43-4 y 55.9 55.9 0 %100 196 P44-4 y 55.9 55.9 0 %100 197 P43-3 y 55.9 55.9 0 %100 198 P45-3 y 55.9 55.9 0 %100 199 P45-4 y 55.9 55.9 0 %100 200 P46-3 y 55.9 55.9 0 %100 201 P46-4 y 55.9 55.9 0 %100 202 P47-4 y 55.9 55.9 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 145 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 203 P51-3 y 55.9 55.9 0 %100 204 P48-4 y 55.9 55.9 0 %100 205 P49-4 y 55.9 55.9 0 %100 206 P52-4 y 55.9 55.9 0 %100 207 P53-3 y 55.9 55.9 0 %100 208 P53-4 y 55.9 55.9 0 %100 209 P3-7 y 37.3 37.3 0 %100 210 P46-5 y 37.3 37.3 0 %100 211 P19-9 y 37.3 37.3 0 %100 212 P8-14 y 37.3 37.3 0 %100 213 P11-9 y 37.3 37.3 0 %100 214 P32-7 y 37.3 37.3 0 %100 215 P6-13 y 37.3 37.3 0 %100 216 P23-5 y 37.3 37.3 0 %100 217 P19-10 y 37.3 37.3 0 %100 218 P25-5 y 37.3 37.3 0 %100 219 P15-7 y 37.3 37.3 0 %100 220 P27-9 y 37.3 37.3 0 %100 221 P16-10 y 37.3 37.3 0 %100 222 P47-5 y 37.3 37.3 0 %100 223 P35-9 y 37.3 37.3 0 %100 224 P2-6 y 37.3 37.3 0 %100 225 P23-14 y 37.3 37.3 0 %100 226 P22-13 y 37.3 37.3 0 %100 227 P9-8 y 37.3 37.3 0 %100 228 P36-10 y 37.3 37.3 0 %100 229 P40-8 y 37.3 37.3 0 %100 230 P5-6 y 37.3 37.3 0 %100 231 P48-6 y 37.3 37.3 0 %100 232 P44-7 y 37.3 37.3 0 %100 233 P15-11 y 37.3 37.3 0 %100 234 P18-5 y 37.3 37.3 0 %100 235 P8-8 y 37.3 37.3 0 %100 236 P32-8 y 37.3 37.3 0 %100 237 P13-9 y 37.3 37.3 0 %100 238 P13-7 y 37.3 37.3 0 %100 239 P42-10 y 37.3 37.3 0 %100 240 P19-14 y 37.3 37.3 0 %100 241 P31-5 y 37.3 37.3 0 %100 242 P23-12 y 37.3 37.3 0 %100 243 P9-12 y 37.3 37.3 0 %100 244 P5-12 y 37.3 37.3 0 %100 245 P5-9 y 37.3 37.3 0 %100 246 P17-11 y 37.3 37.3 0 %100 247 P41-10 y 37.3 37.3 0 %100 248 P13-5 y 37.3 37.3 0 %100 249 P11-13 y 37.3 37.3 0 %100 250 P3-5 y 37.3 37.3 0 %100 251 P16-13 y 37.3 37.3 0 %100 252 P11-14 y 37.3 37.3 0 %100 253 P53-8 y 37.3 37.3 0 %100 254 P11-7 y 37.3 37.3 0 %100 255 P22-14 y 37.3 37.3 0 %100 256 P35-10 y 37.3 37.3 0 %100 257 P27-7 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 146 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 258 P50-7 y 37.3 37.3 0 %100 259 P18-14 y 37.3 37.3 0 %100 260 P28-8 y 37.3 37.3 0 %100 261 P19-12 y 37.3 37.3 0 %100 262 P11-11 y 37.3 37.3 0 %100 263 P23-10 y 37.3 37.3 0 %100 264 P20-10 y 37.3 37.3 0 %100 265 P26-10 y 37.3 37.3 0 %100 266 P34-8 y 37.3 37.3 0 %100 267 P19-11 y 37.3 37.3 0 %100 268 P14-8 y 37.3 37.3 0 %100 269 P25-8 y 37.3 37.3 0 %100 270 P30-9 y 37.3 37.3 0 %100 271 P20-13 y 37.3 37.3 0 %100 272 P23-11 y 37.3 37.3 0 %100 273 P21-12 y 37.3 37.3 0 %100 274 P42-8 y 37.3 37.3 0 %100 275 P18-10 y 37.3 37.3 0 %100 276 P8-6 y 37.3 37.3 0 %100 277 P27-8 y 37.3 37.3 0 %100 278 P9-14 y 37.3 37.3 0 %100 279 P35-7 y 37.3 37.3 0 %100 280 P13-14 y 37.3 37.3 0 %100 281 P21-9 y 37.3 37.3 0 %100 282 P53-6 y 37.3 37.3 0 %100 283 P39-6 y 37.3 37.3 0 %100 284 P27-5 y 37.3 37.3 0 %100 285 P27-6 y 37.3 37.3 0 %100 286 P27-10 y 37.3 37.3 0 %100 287 P28-5 y 37.3 37.3 0 %100 288 P28-6 y 37.3 37.3 0 %100 289 P28-7 y 37.3 37.3 0 %100 290 P28-9 y 37.3 37.3 0 %100 291 P28-10 y 37.3 37.3 0 %100 292 P26-6 y 37.3 37.3 0 %100 293 P16-12 y 37.3 37.3 0 %100 294 P26-9 y 37.3 37.3 0 %100 295 P15-5 y 37.3 37.3 0 %100 296 P14-11 y 37.3 37.3 0 %100 297 P5-13 y 37.3 37.3 0 %100 298 P26-5 y 37.3 37.3 0 %100 299 P21-5 y 37.3 37.3 0 %100 300 P25-6 y 37.3 37.3 0 %100 301 P25-7 y 37.3 37.3 0 %100 302 P26-7 y 37.3 37.3 0 %100 303 P26-8 y 37.3 37.3 0 %100 304 P29-9 y 37.3 37.3 0 %100 305 P37-10 y 37.3 37.3 0 %100 306 P25-9 y 37.3 37.3 0 %100 307 P25-10 y 37.3 37.3 0 %100 308 P19-13 y 37.3 37.3 0 %100 309 P30-6 y 37.3 37.3 0 %100 310 P11-8 y 37.3 37.3 0 %100 311 P10-10 y 37.3 37.3 0 %100 312 P29-5 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 147 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 313 P4-9 y 37.3 37.3 0 %100 314 P32-10 y 37.3 37.3 0 %100 315 P12-11 y 37.3 37.3 0 %100 316 P30-5 y 37.3 37.3 0 %100 317 P29-6 y 37.3 37.3 0 %100 318 P29-7 y 37.3 37.3 0 %100 319 P20-12 y 37.3 37.3 0 %100 320 P30-7 y 37.3 37.3 0 %100 321 P29-8 y 37.3 37.3 0 %100 322 P2-9 y 37.3 37.3 0 %100 323 P16-9 y 37.3 37.3 0 %100 324 P30-8 y 37.3 37.3 0 %100 325 P29-10 y 37.3 37.3 0 %100 326 P3-10 y 37.3 37.3 0 %100 327 P30-10 y 37.3 37.3 0 %100 328 P42-7 y 37.3 37.3 0 %100 329 P24-7 y 37.3 37.3 0 %100 330 P11-6 y 37.3 37.3 0 %100 331 P23-8 y 37.3 37.3 0 %100 332 P24-9 y 37.3 37.3 0 %100 333 P24-11 y 37.3 37.3 0 %100 334 P24-13 y 37.3 37.3 0 %100 335 P23-9 y 37.3 37.3 0 %100 336 P24-12 y 37.3 37.3 0 %100 337 P24-6 y 37.3 37.3 0 %100 338 P15-10 y 37.3 37.3 0 %100 339 P3-13 y 37.3 37.3 0 %100 340 P19-6 y 37.3 37.3 0 %100 341 P16-7 y 37.3 37.3 0 %100 342 P33-5 y 37.3 37.3 0 %100 343 P2-8 y 37.3 37.3 0 %100 344 P24-5 y 37.3 37.3 0 %100 345 P22-10 y 37.3 37.3 0 %100 346 P23-6 y 37.3 37.3 0 %100 347 P23-7 y 37.3 37.3 0 %100 348 P24-14 y 37.3 37.3 0 %100 349 P46-6 y 37.3 37.3 0 %100 350 P24-8 y 37.3 37.3 0 %100 351 P24-10 y 37.3 37.3 0 %100 352 P14-14 y 37.3 37.3 0 %100 353 P11-5 y 37.3 37.3 0 %100 354 P40-7 y 37.3 37.3 0 %100 355 P23-13 y 37.3 37.3 0 %100 356 P21-8 y 37.3 37.3 0 %100 357 P15-13 y 37.3 37.3 0 %100 358 P12-7 y 37.3 37.3 0 %100 359 P22-5 y 37.3 37.3 0 %100 360 P21-13 y 37.3 37.3 0 %100 361 P21-11 y 37.3 37.3 0 %100 362 P18-11 y 37.3 37.3 0 %100 363 P6-9 y 37.3 37.3 0 %100 364 P22-7 y 37.3 37.3 0 %100 365 P22-9 y 37.3 37.3 0 %100 366 P18-8 y 37.3 37.3 0 %100 367 P3-12 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 148 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 368 P1-13 y 37.3 37.3 0 %100 369 P43-9 y 37.3 37.3 0 %100 370 P22-11 y 37.3 37.3 0 %100 371 P22-12 y 37.3 37.3 0 %100 372 P22-6 y 37.3 37.3 0 %100 373 P10-9 y 37.3 37.3 0 %100 374 P9-5 y 37.3 37.3 0 %100 375 P21-6 y 37.3 37.3 0 %100 376 P21-7 y 37.3 37.3 0 %100 377 P41-9 y 37.3 37.3 0 %100 378 P17-8 y 37.3 37.3 0 %100 379 P32-9 y 37.3 37.3 0 %100 380 P22-8 y 37.3 37.3 0 %100 381 P21-10 y 37.3 37.3 0 %100 382 P20-5 y 37.3 37.3 0 %100 383 P20-9 y 37.3 37.3 0 %100 384 P12-9 y 37.3 37.3 0 %100 385 P19-8 y 37.3 37.3 0 %100 386 P18-9 y 37.3 37.3 0 %100 387 P15-14 y 37.3 37.3 0 %100 388 P46-9 y 37.3 37.3 0 %100 389 P20-7 y 37.3 37.3 0 %100 390 P20-11 y 37.3 37.3 0 %100 391 P53-7 y 37.3 37.3 0 %100 392 P20-6 y 37.3 37.3 0 %100 393 P34-10 y 37.3 37.3 0 %100 394 P19-5 y 37.3 37.3 0 %100 395 P51-7 y 37.3 37.3 0 %100 396 P19-7 y 37.3 37.3 0 %100 397 P14-9 y 37.3 37.3 0 %100 398 P20-8 y 37.3 37.3 0 %100 399 P17-12 y 37.3 37.3 0 %100 400 P17-10 y 37.3 37.3 0 %100 401 P17-6 y 37.3 37.3 0 %100 402 P18-7 y 37.3 37.3 0 %100 403 P17-5 y 37.3 37.3 0 %100 404 P17-13 y 37.3 37.3 0 %100 405 P18-6 y 37.3 37.3 0 %100 406 P2-5 y 37.3 37.3 0 %100 407 P14-13 y 37.3 37.3 0 %100 408 P39-8 y 37.3 37.3 0 %100 409 P17-9 y 37.3 37.3 0 %100 410 P18-12 y 37.3 37.3 0 %100 411 P17-7 y 37.3 37.3 0 %100 412 P18-13 y 37.3 37.3 0 %100 413 P3-9 y 37.3 37.3 0 %100 414 P15-12 y 37.3 37.3 0 %100 415 P15-8 y 37.3 37.3 0 %100 416 P45-5 y 37.3 37.3 0 %100 417 P15-6 y 37.3 37.3 0 %100 418 P16-6 y 37.3 37.3 0 %100 419 P47-8 y 37.3 37.3 0 %100 420 P16-11 y 37.3 37.3 0 %100 421 P2-11 y 37.3 37.3 0 %100 422 P16-5 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 149 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 423 P15-9 y 37.3 37.3 0 %100 424 P36-9 y 37.3 37.3 0 %100 425 P12-5 y 37.3 37.3 0 %100 426 P39-7 y 37.3 37.3 0 %100 427 P16-8 y 37.3 37.3 0 %100 428 P5-8 y 37.3 37.3 0 %100 429 P9-6 y 37.3 37.3 0 %100 430 P14-6 y 37.3 37.3 0 %100 431 P14-5 y 37.3 37.3 0 %100 432 P6-7 y 37.3 37.3 0 %100 433 P14-12 y 37.3 37.3 0 %100 434 P13-10 y 37.3 37.3 0 %100 435 P1-11 y 37.3 37.3 0 %100 436 P13-6 y 37.3 37.3 0 %100 437 P13-12 y 37.3 37.3 0 %100 438 P47-7 y 37.3 37.3 0 %100 439 P14-7 y 37.3 37.3 0 %100 440 P13-13 y 37.3 37.3 0 %100 441 P13-11 y 37.3 37.3 0 %100 442 P14-10 y 37.3 37.3 0 %100 443 P13-8 y 37.3 37.3 0 %100 444 P41-7 y 37.3 37.3 0 %100 445 P12-10 y 37.3 37.3 0 %100 446 P52-8 y 37.3 37.3 0 %100 447 P4-11 y 37.3 37.3 0 %100 448 P54-7 y 37.3 37.3 0 %100 449 P12-6 y 37.3 37.3 0 %100 450 P12-12 y 37.3 37.3 0 %100 451 P11-10 y 37.3 37.3 0 %100 452 P11-12 y 37.3 37.3 0 %100 453 P12-13 y 37.3 37.3 0 %100 454 P12-8 y 37.3 37.3 0 %100 455 P10-8 y 37.3 37.3 0 %100 456 P10-13 y 37.3 37.3 0 %100 457 P10-6 y 37.3 37.3 0 %100 458 P9-9 y 37.3 37.3 0 %100 459 P9-7 y 37.3 37.3 0 %100 460 P7-5 y 37.3 37.3 0 %100 461 P7-9 y 37.3 37.3 0 %100 462 P48-8 y 37.3 37.3 0 %100 463 P10-11 y 37.3 37.3 0 %100 464 P9-10 y 37.3 37.3 0 %100 465 P21-14 y 37.3 37.3 0 %100 466 P1-7 y 37.3 37.3 0 %100 467 P10-5 y 37.3 37.3 0 %100 468 P10-12 y 37.3 37.3 0 %100 469 P6-11 y 37.3 37.3 0 %100 470 P10-7 y 37.3 37.3 0 %100 471 P7-8 y 37.3 37.3 0 %100 472 P9-13 y 37.3 37.3 0 %100 473 P9-11 y 37.3 37.3 0 %100 474 P39-10 y 37.3 37.3 0 %100 475 P8-12 y 37.3 37.3 0 %100 476 P8-7 y 37.3 37.3 0 %100 477 P8-11 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 150 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 478 P8-9 y 37.3 37.3 0 %100 479 P8-5 y 37.3 37.3 0 %100 480 P52-6 y 37.3 37.3 0 %100 481 P33-10 y 37.3 37.3 0 %100 482 P7-13 y 37.3 37.3 0 %100 483 P8-13 y 37.3 37.3 0 %100 484 P36-5 y 37.3 37.3 0 %100 485 P4-10 y 37.3 37.3 0 %100 486 P8-10 y 37.3 37.3 0 %100 487 P7-7 y 37.3 37.3 0 %100 488 P7-6 y 37.3 37.3 0 %100 489 P7-10 y 37.3 37.3 0 %100 490 P7-12 y 37.3 37.3 0 %100 491 P7-11 y 37.3 37.3 0 %100 492 P5-5 y 37.3 37.3 0 %100 493 P5-7 y 37.3 37.3 0 %100 494 P6-6 y 37.3 37.3 0 %100 495 P5-11 y 37.3 37.3 0 %100 496 P6-10 y 37.3 37.3 0 %100 497 P5-10 y 37.3 37.3 0 %100 498 P1-9 y 37.3 37.3 0 %100 499 P10-14 y 37.3 37.3 0 %100 500 P6-5 y 37.3 37.3 0 %100 501 P6-12 y 37.3 37.3 0 %100 502 P6-8 y 37.3 37.3 0 %100 503 P4-5 y 37.3 37.3 0 %100 504 P34-9 y 37.3 37.3 0 %100 505 P4-6 y 37.3 37.3 0 %100 506 P4-12 y 37.3 37.3 0 %100 507 P4-7 y 37.3 37.3 0 %100 508 P3-6 y 37.3 37.3 0 %100 509 P3-11 y 37.3 37.3 0 %100 510 P4-13 y 37.3 37.3 0 %100 511 P3-8 y 37.3 37.3 0 %100 512 P16-14 y 37.3 37.3 0 %100 513 P38-6 y 37.3 37.3 0 %100 514 P4-8 y 37.3 37.3 0 %100 515 P12-14 y 37.3 37.3 0 %100 516 P20-14 y 37.3 37.3 0 %100 517 P17-14 y 37.3 37.3 0 %100 518 P7-14 y 37.3 37.3 0 %100 519 P31-7 y 37.3 37.3 0 %100 520 P6-14 y 37.3 37.3 0 %100 521 P5-14 y 37.3 37.3 0 %100 522 P32-5 y 37.3 37.3 0 %100 523 P2-10 y 37.3 37.3 0 %100 524 P1-12 y 37.3 37.3 0 %100 525 P1-5 y 37.3 37.3 0 %100 526 P2-12 y 37.3 37.3 0 %100 527 P44-9 y 37.3 37.3 0 %100 528 P1-6 y 37.3 37.3 0 %100 529 P2-7 y 37.3 37.3 0 %100 530 P1-8 y 37.3 37.3 0 %100 531 P1-10 y 37.3 37.3 0 %100 532 P31-8 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 151 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 533 P2-13 y 37.3 37.3 0 %100 534 P32-6 y 37.3 37.3 0 %100 535 P31-6 y 37.3 37.3 0 %100 536 P31-9 y 37.3 37.3 0 %100 537 P31-10 y 37.3 37.3 0 %100 538 P45-9 y 37.3 37.3 0 %100 539 P33-8 y 37.3 37.3 0 %100 540 P33-9 y 37.3 37.3 0 %100 541 P34-5 y 37.3 37.3 0 %100 542 P34-7 y 37.3 37.3 0 %100 543 P33-6 y 37.3 37.3 0 %100 544 P34-6 y 37.3 37.3 0 %100 545 P48-7 y 37.3 37.3 0 %100 546 P33-7 y 37.3 37.3 0 %100 547 P36-7 y 37.3 37.3 0 %100 548 P35-8 y 37.3 37.3 0 %100 549 P36-8 y 37.3 37.3 0 %100 550 P43-7 y 37.3 37.3 0 %100 551 P43-6 y 37.3 37.3 0 %100 552 P35-6 y 37.3 37.3 0 %100 553 P36-6 y 37.3 37.3 0 %100 554 P35-5 y 37.3 37.3 0 %100 555 P38-9 y 37.3 37.3 0 %100 556 P37-7 y 37.3 37.3 0 %100 557 P37-5 y 37.3 37.3 0 %100 558 P38-8 y 37.3 37.3 0 %100 559 P38-10 y 37.3 37.3 0 %100 560 P38-7 y 37.3 37.3 0 %100 561 P37-8 y 37.3 37.3 0 %100 562 P38-5 y 37.3 37.3 0 %100 563 P37-9 y 37.3 37.3 0 %100 564 P37-6 y 37.3 37.3 0 %100 565 P40-10 y 37.3 37.3 0 %100 566 P39-9 y 37.3 37.3 0 %100 567 P39-5 y 37.3 37.3 0 %100 568 P54-9 y 37.3 37.3 0 %100 569 P40-9 y 37.3 37.3 0 %100 570 P40-5 y 37.3 37.3 0 %100 571 P40-6 y 37.3 37.3 0 %100 572 P41-6 y 37.3 37.3 0 %100 573 P41-5 y 37.3 37.3 0 %100 574 P42-9 y 37.3 37.3 0 %100 575 P41-8 y 37.3 37.3 0 %100 576 P42-5 y 37.3 37.3 0 %100 577 P42-6 y 37.3 37.3 0 %100 578 P47-6 y 37.3 37.3 0 %100 579 P44-8 y 37.3 37.3 0 %100 580 P44-5 y 37.3 37.3 0 %100 581 P43-5 y 37.3 37.3 0 %100 582 P43-8 y 37.3 37.3 0 %100 583 P44-6 y 37.3 37.3 0 %100 584 P46-8 y 37.3 37.3 0 %100 585 P45-8 y 37.3 37.3 0 %100 586 P45-6 y 37.3 37.3 0 %100 587 P45-7 y 37.3 37.3 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 152 Member Distributed Loads (BLC 12 : Wend, up) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 588 P46-7 y 37.3 37.3 0 %100 589 P47-9 y 37.3 37.3 0 %100 590 P48-9 y 37.3 37.3 0 %100 591 P48-5 y 37.3 37.3 0 %100 592 P50-6 y 37.3 37.3 0 %100 593 P50-5 y 37.3 37.3 0 %100 594 P50-9 y 37.3 37.3 0 %100 595 P50-8 y 37.3 37.3 0 %100 596 P49-5 y 37.3 37.3 0 %100 597 P49-9 y 37.3 37.3 0 %100 598 P49-8 y 37.3 37.3 0 %100 599 P49-7 y 37.3 37.3 0 %100 600 P49-6 y 37.3 37.3 0 %100 601 P52-7 y 37.3 37.3 0 %100 602 P51-5 y 37.3 37.3 0 %100 603 P51-9 y 37.3 37.3 0 %100 604 P52-5 y 37.3 37.3 0 %100 605 P52-9 y 37.3 37.3 0 %100 606 P51-8 y 37.3 37.3 0 %100 607 P51-6 y 37.3 37.3 0 %100 608 P54-8 y 37.3 37.3 0 %100 609 P54-6 y 37.3 37.3 0 %100 610 P53-5 y 37.3 37.3 0 %100 611 P54-5 y 37.3 37.3 0 %100 612 P53-9 y 37.3 37.3 0 %100 Member Distributed Loads (BLC 13 : Wend, down) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P36-2 y -49.7 -49.7 0 %100 2 P27-2 y -49.7 -49.7 0 %100 3 P42-2 y -49.7 -49.7 0 %100 4 P39-2 y -49.7 -49.7 0 %100 5 P19-2 y -49.7 -49.7 0 %100 6 P39-1 y -49.7 -49.7 0 %100 7 P50-1 y -49.7 -49.7 0 %100 8 P11-2 y -49.7 -49.7 0 %100 9 P24-1 y -49.7 -49.7 0 %100 10 P1-2 y -49.7 -49.7 0 %100 11 P20-1 y -49.7 -49.7 0 %100 12 P49-1 y -49.7 -49.7 0 %100 13 P45-1 y -49.7 -49.7 0 %100 14 P16-2 y -49.7 -49.7 0 %100 15 P20-2 y -49.7 -49.7 0 %100 16 P6-2 y -49.7 -49.7 0 %100 17 P28-1 y -49.7 -49.7 0 %100 18 P29-2 y -49.7 -49.7 0 %100 19 P21-2 y -49.7 -49.7 0 %100 20 P22-2 y -49.7 -49.7 0 %100 21 P42-1 y -49.7 -49.7 0 %100 22 P34-2 y -49.7 -49.7 0 %100 23 P45-2 y -49.7 -49.7 0 %100 24 P27-1 y -49.7 -49.7 0 %100 25 P28-2 y -49.7 -49.7 0 %100 26 P13-1 y -49.7 -49.7 0 %100 27 P18-1 y -49.7 -49.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 153 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 28 P37-2 y -49.7 -49.7 0 %100 29 P34-1 y -49.7 -49.7 0 %100 30 P25-1 y -49.7 -49.7 0 %100 31 P11-1 y -49.7 -49.7 0 %100 32 P26-1 y -49.7 -49.7 0 %100 33 P25-2 y -49.7 -49.7 0 %100 34 P26-2 y -49.7 -49.7 0 %100 35 P14-1 y -49.7 -49.7 0 %100 36 P18-2 y -49.7 -49.7 0 %100 37 P29-1 y -49.7 -49.7 0 %100 38 P30-1 y -49.7 -49.7 0 %100 39 P30-2 y -49.7 -49.7 0 %100 40 P38-1 y -49.7 -49.7 0 %100 41 P16-1 y -49.7 -49.7 0 %100 42 P22-1 y -49.7 -49.7 0 %100 43 P23-2 y -49.7 -49.7 0 %100 44 P8-2 y -49.7 -49.7 0 %100 45 P23-1 y -49.7 -49.7 0 %100 46 P24-2 y -49.7 -49.7 0 %100 47 P33-1 y -49.7 -49.7 0 %100 48 P21-1 y -49.7 -49.7 0 %100 49 P19-1 y -49.7 -49.7 0 %100 50 P7-1 y -49.7 -49.7 0 %100 51 P17-1 y -49.7 -49.7 0 %100 52 P17-2 y -49.7 -49.7 0 %100 53 P15-2 y -49.7 -49.7 0 %100 54 P15-1 y -49.7 -49.7 0 %100 55 P14-2 y -49.7 -49.7 0 %100 56 P10-1 y -49.7 -49.7 0 %100 57 P13-2 y -49.7 -49.7 0 %100 58 P12-1 y -49.7 -49.7 0 %100 59 P12-2 y -49.7 -49.7 0 %100 60 P46-1 y -49.7 -49.7 0 %100 61 P9-1 y -49.7 -49.7 0 %100 62 P10-2 y -49.7 -49.7 0 %100 63 P9-2 y -49.7 -49.7 0 %100 64 P6-1 y -49.7 -49.7 0 %100 65 P8-1 y -49.7 -49.7 0 %100 66 P7-2 y -49.7 -49.7 0 %100 67 P2-2 y -49.7 -49.7 0 %100 68 P5-1 y -49.7 -49.7 0 %100 69 P5-2 y -49.7 -49.7 0 %100 70 P3-2 y -49.7 -49.7 0 %100 71 P4-2 y -49.7 -49.7 0 %100 72 P31-1 y -49.7 -49.7 0 %100 73 P32-1 y -49.7 -49.7 0 %100 74 P31-2 y -49.7 -49.7 0 %100 75 P32-2 y -49.7 -49.7 0 %100 76 P33-2 y -49.7 -49.7 0 %100 77 P35-1 y -49.7 -49.7 0 %100 78 P36-1 y -49.7 -49.7 0 %100 79 P38-2 y -49.7 -49.7 0 %100 80 P35-2 y -49.7 -49.7 0 %100 81 P37-1 y -49.7 -49.7 0 %100 82 P40-1 y -49.7 -49.7 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 154 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 83 P40-2 y -49.7 -49.7 0 %100 84 P41-2 y -49.7 -49.7 0 %100 85 P41-1 y -49.7 -49.7 0 %100 86 P43-2 y -49.7 -49.7 0 %100 87 P44-1 y -49.7 -49.7 0 %100 88 P43-1 y -49.7 -49.7 0 %100 89 P44-2 y -49.7 -49.7 0 %100 90 P46-2 y -49.7 -49.7 0 %100 91 P47-1 y -49.7 -49.7 0 %100 92 P48-1 y -49.7 -49.7 0 %100 93 P48-2 y -49.7 -49.7 0 %100 94 P47-2 y -49.7 -49.7 0 %100 95 P50-2 y -49.7 -49.7 0 %100 96 P49-2 y -49.7 -49.7 0 %100 97 P51-2 y -49.7 -49.7 0 %100 98 P52-2 y -49.7 -49.7 0 %100 99 P53-2 y -49.7 -49.7 0 %100 100 P54-2 y -49.7 -49.7 0 %100 101 P26-3 y -31 -31 0 %100 102 P49-3 y -31 -31 0 %100 103 P24-3 y -31 -31 0 %100 104 P50-4 y -31 -31 0 %100 105 P32-3 y -31 -31 0 %100 106 P15-4 y -31 -31 0 %100 107 P21-3 y -31 -31 0 %100 108 P19-4 y -31 -31 0 %100 109 P20-3 y -31 -31 0 %100 110 P4-4 y -31 -31 0 %100 111 P9-4 y -31 -31 0 %100 112 P42-3 y -31 -31 0 %100 113 P26-4 y -31 -31 0 %100 114 P35-4 y -31 -31 0 %100 115 P1-3 y -31 -31 0 %100 116 P12-3 y -31 -31 0 %100 117 P32-4 y -31 -31 0 %100 118 P7-3 y -31 -31 0 %100 119 P27-3 y -31 -31 0 %100 120 P27-4 y -31 -31 0 %100 121 P23-3 y -31 -31 0 %100 122 P28-3 y -31 -31 0 %100 123 P28-4 y -31 -31 0 %100 124 P25-3 y -31 -31 0 %100 125 P12-4 y -31 -31 0 %100 126 P16-4 y -31 -31 0 %100 127 P25-4 y -31 -31 0 %100 128 P13-3 y -31 -31 0 %100 129 P4-3 y -31 -31 0 %100 130 P23-4 y -31 -31 0 %100 131 P42-4 y -31 -31 0 %100 132 P21-4 y -31 -31 0 %100 133 P30-4 y -31 -31 0 %100 134 P29-3 y -31 -31 0 %100 135 P30-3 y -31 -31 0 %100 136 P29-4 y -31 -31 0 %100 137 P5-4 y -31 -31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 155 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 138 P52-3 y -31 -31 0 %100 139 P2-4 y -31 -31 0 %100 140 P24-4 y -31 -31 0 %100 141 P31-3 y -31 -31 0 %100 142 P22-4 y -31 -31 0 %100 143 P22-3 y -31 -31 0 %100 144 P6-3 y -31 -31 0 %100 145 P20-4 y -31 -31 0 %100 146 P19-3 y -31 -31 0 %100 147 P17-4 y -31 -31 0 %100 148 P18-4 y -31 -31 0 %100 149 P17-3 y -31 -31 0 %100 150 P18-3 y -31 -31 0 %100 151 P31-4 y -31 -31 0 %100 152 P6-4 y -31 -31 0 %100 153 P15-3 y -31 -31 0 %100 154 P16-3 y -31 -31 0 %100 155 P50-3 y -31 -31 0 %100 156 P14-3 y -31 -31 0 %100 157 P54-3 y -31 -31 0 %100 158 P13-4 y -31 -31 0 %100 159 P14-4 y -31 -31 0 %100 160 P2-3 y -31 -31 0 %100 161 P11-3 y -31 -31 0 %100 162 P11-4 y -31 -31 0 %100 163 P35-3 y -31 -31 0 %100 164 P10-3 y -31 -31 0 %100 165 P9-3 y -31 -31 0 %100 166 P10-4 y -31 -31 0 %100 167 P8-3 y -31 -31 0 %100 168 P8-4 y -31 -31 0 %100 169 P7-4 y -31 -31 0 %100 170 P40-3 y -31 -31 0 %100 171 P5-3 y -31 -31 0 %100 172 P3-4 y -31 -31 0 %100 173 P3-3 y -31 -31 0 %100 174 P41-4 y -31 -31 0 %100 175 P1-4 y -31 -31 0 %100 176 P51-4 y -31 -31 0 %100 177 P33-4 y -31 -31 0 %100 178 P34-3 y -31 -31 0 %100 179 P38-4 y -31 -31 0 %100 180 P34-4 y -31 -31 0 %100 181 P33-3 y -31 -31 0 %100 182 P36-3 y -31 -31 0 %100 183 P48-3 y -31 -31 0 %100 184 P36-4 y -31 -31 0 %100 185 P37-4 y -31 -31 0 %100 186 P38-3 y -31 -31 0 %100 187 P37-3 y -31 -31 0 %100 188 P40-4 y -31 -31 0 %100 189 P47-3 y -31 -31 0 %100 190 P39-4 y -31 -31 0 %100 191 P54-4 y -31 -31 0 %100 192 P39-3 y -31 -31 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 156 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 193 P41-3 y -31 -31 0 %100 194 P44-3 y -31 -31 0 %100 195 P43-4 y -31 -31 0 %100 196 P44-4 y -31 -31 0 %100 197 P43-3 y -31 -31 0 %100 198 P45-3 y -31 -31 0 %100 199 P45-4 y -31 -31 0 %100 200 P46-3 y -31 -31 0 %100 201 P46-4 y -31 -31 0 %100 202 P47-4 y -31 -31 0 %100 203 P51-3 y -31 -31 0 %100 204 P48-4 y -31 -31 0 %100 205 P49-4 y -31 -31 0 %100 206 P52-4 y -31 -31 0 %100 207 P53-3 y -31 -31 0 %100 208 P53-4 y -31 -31 0 %100 209 P3-7 y -18.6 -18.6 0 %100 210 P46-5 y -18.6 -18.6 0 %100 211 P19-9 y -18.6 -18.6 0 %100 212 P8-14 y -18.6 -18.6 0 %100 213 P11-9 y -18.6 -18.6 0 %100 214 P32-7 y -18.6 -18.6 0 %100 215 P6-13 y -18.6 -18.6 0 %100 216 P23-5 y -18.6 -18.6 0 %100 217 P19-10 y -18.6 -18.6 0 %100 218 P25-5 y -18.6 -18.6 0 %100 219 P15-7 y -18.6 -18.6 0 %100 220 P27-9 y -18.6 -18.6 0 %100 221 P16-10 y -18.6 -18.6 0 %100 222 P47-5 y -18.6 -18.6 0 %100 223 P35-9 y -18.6 -18.6 0 %100 224 P2-6 y -18.6 -18.6 0 %100 225 P23-14 y -18.6 -18.6 0 %100 226 P22-13 y -18.6 -18.6 0 %100 227 P9-8 y -18.6 -18.6 0 %100 228 P36-10 y -18.6 -18.6 0 %100 229 P40-8 y -18.6 -18.6 0 %100 230 P5-6 y -18.6 -18.6 0 %100 231 P48-6 y -18.6 -18.6 0 %100 232 P44-7 y -18.6 -18.6 0 %100 233 P15-11 y -18.6 -18.6 0 %100 234 P18-5 y -18.6 -18.6 0 %100 235 P8-8 y -18.6 -18.6 0 %100 236 P32-8 y -18.6 -18.6 0 %100 237 P13-9 y -18.6 -18.6 0 %100 238 P13-7 y -18.6 -18.6 0 %100 239 P42-10 y -18.6 -18.6 0 %100 240 P19-14 y -18.6 -18.6 0 %100 241 P31-5 y -18.6 -18.6 0 %100 242 P23-12 y -18.6 -18.6 0 %100 243 P9-12 y -18.6 -18.6 0 %100 244 P5-12 y -18.6 -18.6 0 %100 245 P5-9 y -18.6 -18.6 0 %100 246 P17-11 y -18.6 -18.6 0 %100 247 P41-10 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 157 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 248 P13-5 y -18.6 -18.6 0 %100 249 P11-13 y -18.6 -18.6 0 %100 250 P3-5 y -18.6 -18.6 0 %100 251 P16-13 y -18.6 -18.6 0 %100 252 P11-14 y -18.6 -18.6 0 %100 253 P53-8 y -18.6 -18.6 0 %100 254 P11-7 y -18.6 -18.6 0 %100 255 P22-14 y -18.6 -18.6 0 %100 256 P35-10 y -18.6 -18.6 0 %100 257 P27-7 y -18.6 -18.6 0 %100 258 P50-7 y -18.6 -18.6 0 %100 259 P18-14 y -18.6 -18.6 0 %100 260 P28-8 y -18.6 -18.6 0 %100 261 P19-12 y -18.6 -18.6 0 %100 262 P11-11 y -18.6 -18.6 0 %100 263 P23-10 y -18.6 -18.6 0 %100 264 P20-10 y -18.6 -18.6 0 %100 265 P26-10 y -18.6 -18.6 0 %100 266 P34-8 y -18.6 -18.6 0 %100 267 P19-11 y -18.6 -18.6 0 %100 268 P14-8 y -18.6 -18.6 0 %100 269 P25-8 y -18.6 -18.6 0 %100 270 P30-9 y -18.6 -18.6 0 %100 271 P20-13 y -18.6 -18.6 0 %100 272 P23-11 y -18.6 -18.6 0 %100 273 P21-12 y -18.6 -18.6 0 %100 274 P42-8 y -18.6 -18.6 0 %100 275 P18-10 y -18.6 -18.6 0 %100 276 P8-6 y -18.6 -18.6 0 %100 277 P27-8 y -18.6 -18.6 0 %100 278 P9-14 y -18.6 -18.6 0 %100 279 P35-7 y -18.6 -18.6 0 %100 280 P13-14 y -18.6 -18.6 0 %100 281 P21-9 y -18.6 -18.6 0 %100 282 P53-6 y -18.6 -18.6 0 %100 283 P39-6 y -18.6 -18.6 0 %100 284 P27-5 y -18.6 -18.6 0 %100 285 P27-6 y -18.6 -18.6 0 %100 286 P27-10 y -18.6 -18.6 0 %100 287 P28-5 y -18.6 -18.6 0 %100 288 P28-6 y -18.6 -18.6 0 %100 289 P28-7 y -18.6 -18.6 0 %100 290 P28-9 y -18.6 -18.6 0 %100 291 P28-10 y -18.6 -18.6 0 %100 292 P26-6 y -18.6 -18.6 0 %100 293 P16-12 y -18.6 -18.6 0 %100 294 P26-9 y -18.6 -18.6 0 %100 295 P15-5 y -18.6 -18.6 0 %100 296 P14-11 y -18.6 -18.6 0 %100 297 P5-13 y -18.6 -18.6 0 %100 298 P26-5 y -18.6 -18.6 0 %100 299 P21-5 y -18.6 -18.6 0 %100 300 P25-6 y -18.6 -18.6 0 %100 301 P25-7 y -18.6 -18.6 0 %100 302 P26-7 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 158 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 303 P26-8 y -18.6 -18.6 0 %100 304 P29-9 y -18.6 -18.6 0 %100 305 P37-10 y -18.6 -18.6 0 %100 306 P25-9 y -18.6 -18.6 0 %100 307 P25-10 y -18.6 -18.6 0 %100 308 P19-13 y -18.6 -18.6 0 %100 309 P30-6 y -18.6 -18.6 0 %100 310 P11-8 y -18.6 -18.6 0 %100 311 P10-10 y -18.6 -18.6 0 %100 312 P29-5 y -18.6 -18.6 0 %100 313 P4-9 y -18.6 -18.6 0 %100 314 P32-10 y -18.6 -18.6 0 %100 315 P12-11 y -18.6 -18.6 0 %100 316 P30-5 y -18.6 -18.6 0 %100 317 P29-6 y -18.6 -18.6 0 %100 318 P29-7 y -18.6 -18.6 0 %100 319 P20-12 y -18.6 -18.6 0 %100 320 P30-7 y -18.6 -18.6 0 %100 321 P29-8 y -18.6 -18.6 0 %100 322 P2-9 y -18.6 -18.6 0 %100 323 P16-9 y -18.6 -18.6 0 %100 324 P30-8 y -18.6 -18.6 0 %100 325 P29-10 y -18.6 -18.6 0 %100 326 P3-10 y -18.6 -18.6 0 %100 327 P30-10 y -18.6 -18.6 0 %100 328 P42-7 y -18.6 -18.6 0 %100 329 P24-7 y -18.6 -18.6 0 %100 330 P11-6 y -18.6 -18.6 0 %100 331 P23-8 y -18.6 -18.6 0 %100 332 P24-9 y -18.6 -18.6 0 %100 333 P24-11 y -18.6 -18.6 0 %100 334 P24-13 y -18.6 -18.6 0 %100 335 P23-9 y -18.6 -18.6 0 %100 336 P24-12 y -18.6 -18.6 0 %100 337 P24-6 y -18.6 -18.6 0 %100 338 P15-10 y -18.6 -18.6 0 %100 339 P3-13 y -18.6 -18.6 0 %100 340 P19-6 y -18.6 -18.6 0 %100 341 P16-7 y -18.6 -18.6 0 %100 342 P33-5 y -18.6 -18.6 0 %100 343 P2-8 y -18.6 -18.6 0 %100 344 P24-5 y -18.6 -18.6 0 %100 345 P22-10 y -18.6 -18.6 0 %100 346 P23-6 y -18.6 -18.6 0 %100 347 P23-7 y -18.6 -18.6 0 %100 348 P24-14 y -18.6 -18.6 0 %100 349 P46-6 y -18.6 -18.6 0 %100 350 P24-8 y -18.6 -18.6 0 %100 351 P24-10 y -18.6 -18.6 0 %100 352 P14-14 y -18.6 -18.6 0 %100 353 P11-5 y -18.6 -18.6 0 %100 354 P40-7 y -18.6 -18.6 0 %100 355 P23-13 y -18.6 -18.6 0 %100 356 P21-8 y -18.6 -18.6 0 %100 357 P15-13 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 159 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 358 P12-7 y -18.6 -18.6 0 %100 359 P22-5 y -18.6 -18.6 0 %100 360 P21-13 y -18.6 -18.6 0 %100 361 P21-11 y -18.6 -18.6 0 %100 362 P18-11 y -18.6 -18.6 0 %100 363 P6-9 y -18.6 -18.6 0 %100 364 P22-7 y -18.6 -18.6 0 %100 365 P22-9 y -18.6 -18.6 0 %100 366 P18-8 y -18.6 -18.6 0 %100 367 P3-12 y -18.6 -18.6 0 %100 368 P1-13 y -18.6 -18.6 0 %100 369 P43-9 y -18.6 -18.6 0 %100 370 P22-11 y -18.6 -18.6 0 %100 371 P22-12 y -18.6 -18.6 0 %100 372 P22-6 y -18.6 -18.6 0 %100 373 P10-9 y -18.6 -18.6 0 %100 374 P9-5 y -18.6 -18.6 0 %100 375 P21-6 y -18.6 -18.6 0 %100 376 P21-7 y -18.6 -18.6 0 %100 377 P41-9 y -18.6 -18.6 0 %100 378 P17-8 y -18.6 -18.6 0 %100 379 P32-9 y -18.6 -18.6 0 %100 380 P22-8 y -18.6 -18.6 0 %100 381 P21-10 y -18.6 -18.6 0 %100 382 P20-5 y -18.6 -18.6 0 %100 383 P20-9 y -18.6 -18.6 0 %100 384 P12-9 y -18.6 -18.6 0 %100 385 P19-8 y -18.6 -18.6 0 %100 386 P18-9 y -18.6 -18.6 0 %100 387 P15-14 y -18.6 -18.6 0 %100 388 P46-9 y -18.6 -18.6 0 %100 389 P20-7 y -18.6 -18.6 0 %100 390 P20-11 y -18.6 -18.6 0 %100 391 P53-7 y -18.6 -18.6 0 %100 392 P20-6 y -18.6 -18.6 0 %100 393 P34-10 y -18.6 -18.6 0 %100 394 P19-5 y -18.6 -18.6 0 %100 395 P51-7 y -18.6 -18.6 0 %100 396 P19-7 y -18.6 -18.6 0 %100 397 P14-9 y -18.6 -18.6 0 %100 398 P20-8 y -18.6 -18.6 0 %100 399 P17-12 y -18.6 -18.6 0 %100 400 P17-10 y -18.6 -18.6 0 %100 401 P17-6 y -18.6 -18.6 0 %100 402 P18-7 y -18.6 -18.6 0 %100 403 P17-5 y -18.6 -18.6 0 %100 404 P17-13 y -18.6 -18.6 0 %100 405 P18-6 y -18.6 -18.6 0 %100 406 P2-5 y -18.6 -18.6 0 %100 407 P14-13 y -18.6 -18.6 0 %100 408 P39-8 y -18.6 -18.6 0 %100 409 P17-9 y -18.6 -18.6 0 %100 410 P18-12 y -18.6 -18.6 0 %100 411 P17-7 y -18.6 -18.6 0 %100 412 P18-13 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 160 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 413 P3-9 y -18.6 -18.6 0 %100 414 P15-12 y -18.6 -18.6 0 %100 415 P15-8 y -18.6 -18.6 0 %100 416 P45-5 y -18.6 -18.6 0 %100 417 P15-6 y -18.6 -18.6 0 %100 418 P16-6 y -18.6 -18.6 0 %100 419 P47-8 y -18.6 -18.6 0 %100 420 P16-11 y -18.6 -18.6 0 %100 421 P2-11 y -18.6 -18.6 0 %100 422 P16-5 y -18.6 -18.6 0 %100 423 P15-9 y -18.6 -18.6 0 %100 424 P36-9 y -18.6 -18.6 0 %100 425 P12-5 y -18.6 -18.6 0 %100 426 P39-7 y -18.6 -18.6 0 %100 427 P16-8 y -18.6 -18.6 0 %100 428 P5-8 y -18.6 -18.6 0 %100 429 P9-6 y -18.6 -18.6 0 %100 430 P14-6 y -18.6 -18.6 0 %100 431 P14-5 y -18.6 -18.6 0 %100 432 P6-7 y -18.6 -18.6 0 %100 433 P14-12 y -18.6 -18.6 0 %100 434 P13-10 y -18.6 -18.6 0 %100 435 P1-11 y -18.6 -18.6 0 %100 436 P13-6 y -18.6 -18.6 0 %100 437 P13-12 y -18.6 -18.6 0 %100 438 P47-7 y -18.6 -18.6 0 %100 439 P14-7 y -18.6 -18.6 0 %100 440 P13-13 y -18.6 -18.6 0 %100 441 P13-11 y -18.6 -18.6 0 %100 442 P14-10 y -18.6 -18.6 0 %100 443 P13-8 y -18.6 -18.6 0 %100 444 P41-7 y -18.6 -18.6 0 %100 445 P12-10 y -18.6 -18.6 0 %100 446 P52-8 y -18.6 -18.6 0 %100 447 P4-11 y -18.6 -18.6 0 %100 448 P54-7 y -18.6 -18.6 0 %100 449 P12-6 y -18.6 -18.6 0 %100 450 P12-12 y -18.6 -18.6 0 %100 451 P11-10 y -18.6 -18.6 0 %100 452 P11-12 y -18.6 -18.6 0 %100 453 P12-13 y -18.6 -18.6 0 %100 454 P12-8 y -18.6 -18.6 0 %100 455 P10-8 y -18.6 -18.6 0 %100 456 P10-13 y -18.6 -18.6 0 %100 457 P10-6 y -18.6 -18.6 0 %100 458 P9-9 y -18.6 -18.6 0 %100 459 P9-7 y -18.6 -18.6 0 %100 460 P7-5 y -18.6 -18.6 0 %100 461 P7-9 y -18.6 -18.6 0 %100 462 P48-8 y -18.6 -18.6 0 %100 463 P10-11 y -18.6 -18.6 0 %100 464 P9-10 y -18.6 -18.6 0 %100 465 P21-14 y -18.6 -18.6 0 %100 466 P1-7 y -18.6 -18.6 0 %100 467 P10-5 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 161 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 468 P10-12 y -18.6 -18.6 0 %100 469 P6-11 y -18.6 -18.6 0 %100 470 P10-7 y -18.6 -18.6 0 %100 471 P7-8 y -18.6 -18.6 0 %100 472 P9-13 y -18.6 -18.6 0 %100 473 P9-11 y -18.6 -18.6 0 %100 474 P39-10 y -18.6 -18.6 0 %100 475 P8-12 y -18.6 -18.6 0 %100 476 P8-7 y -18.6 -18.6 0 %100 477 P8-11 y -18.6 -18.6 0 %100 478 P8-9 y -18.6 -18.6 0 %100 479 P8-5 y -18.6 -18.6 0 %100 480 P52-6 y -18.6 -18.6 0 %100 481 P33-10 y -18.6 -18.6 0 %100 482 P7-13 y -18.6 -18.6 0 %100 483 P8-13 y -18.6 -18.6 0 %100 484 P36-5 y -18.6 -18.6 0 %100 485 P4-10 y -18.6 -18.6 0 %100 486 P8-10 y -18.6 -18.6 0 %100 487 P7-7 y -18.6 -18.6 0 %100 488 P7-6 y -18.6 -18.6 0 %100 489 P7-10 y -18.6 -18.6 0 %100 490 P7-12 y -18.6 -18.6 0 %100 491 P7-11 y -18.6 -18.6 0 %100 492 P5-5 y -18.6 -18.6 0 %100 493 P5-7 y -18.6 -18.6 0 %100 494 P6-6 y -18.6 -18.6 0 %100 495 P5-11 y -18.6 -18.6 0 %100 496 P6-10 y -18.6 -18.6 0 %100 497 P5-10 y -18.6 -18.6 0 %100 498 P1-9 y -18.6 -18.6 0 %100 499 P10-14 y -18.6 -18.6 0 %100 500 P6-5 y -18.6 -18.6 0 %100 501 P6-12 y -18.6 -18.6 0 %100 502 P6-8 y -18.6 -18.6 0 %100 503 P4-5 y -18.6 -18.6 0 %100 504 P34-9 y -18.6 -18.6 0 %100 505 P4-6 y -18.6 -18.6 0 %100 506 P4-12 y -18.6 -18.6 0 %100 507 P4-7 y -18.6 -18.6 0 %100 508 P3-6 y -18.6 -18.6 0 %100 509 P3-11 y -18.6 -18.6 0 %100 510 P4-13 y -18.6 -18.6 0 %100 511 P3-8 y -18.6 -18.6 0 %100 512 P16-14 y -18.6 -18.6 0 %100 513 P38-6 y -18.6 -18.6 0 %100 514 P4-8 y -18.6 -18.6 0 %100 515 P12-14 y -18.6 -18.6 0 %100 516 P20-14 y -18.6 -18.6 0 %100 517 P17-14 y -18.6 -18.6 0 %100 518 P7-14 y -18.6 -18.6 0 %100 519 P31-7 y -18.6 -18.6 0 %100 520 P6-14 y -18.6 -18.6 0 %100 521 P5-14 y -18.6 -18.6 0 %100 522 P32-5 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 162 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 523 P2-10 y -18.6 -18.6 0 %100 524 P1-12 y -18.6 -18.6 0 %100 525 P1-5 y -18.6 -18.6 0 %100 526 P2-12 y -18.6 -18.6 0 %100 527 P44-9 y -18.6 -18.6 0 %100 528 P1-6 y -18.6 -18.6 0 %100 529 P2-7 y -18.6 -18.6 0 %100 530 P1-8 y -18.6 -18.6 0 %100 531 P1-10 y -18.6 -18.6 0 %100 532 P31-8 y -18.6 -18.6 0 %100 533 P2-13 y -18.6 -18.6 0 %100 534 P32-6 y -18.6 -18.6 0 %100 535 P31-6 y -18.6 -18.6 0 %100 536 P31-9 y -18.6 -18.6 0 %100 537 P31-10 y -18.6 -18.6 0 %100 538 P45-9 y -18.6 -18.6 0 %100 539 P33-8 y -18.6 -18.6 0 %100 540 P33-9 y -18.6 -18.6 0 %100 541 P34-5 y -18.6 -18.6 0 %100 542 P34-7 y -18.6 -18.6 0 %100 543 P33-6 y -18.6 -18.6 0 %100 544 P34-6 y -18.6 -18.6 0 %100 545 P48-7 y -18.6 -18.6 0 %100 546 P33-7 y -18.6 -18.6 0 %100 547 P36-7 y -18.6 -18.6 0 %100 548 P35-8 y -18.6 -18.6 0 %100 549 P36-8 y -18.6 -18.6 0 %100 550 P43-7 y -18.6 -18.6 0 %100 551 P43-6 y -18.6 -18.6 0 %100 552 P35-6 y -18.6 -18.6 0 %100 553 P36-6 y -18.6 -18.6 0 %100 554 P35-5 y -18.6 -18.6 0 %100 555 P38-9 y -18.6 -18.6 0 %100 556 P37-7 y -18.6 -18.6 0 %100 557 P37-5 y -18.6 -18.6 0 %100 558 P38-8 y -18.6 -18.6 0 %100 559 P38-10 y -18.6 -18.6 0 %100 560 P38-7 y -18.6 -18.6 0 %100 561 P37-8 y -18.6 -18.6 0 %100 562 P38-5 y -18.6 -18.6 0 %100 563 P37-9 y -18.6 -18.6 0 %100 564 P37-6 y -18.6 -18.6 0 %100 565 P40-10 y -18.6 -18.6 0 %100 566 P39-9 y -18.6 -18.6 0 %100 567 P39-5 y -18.6 -18.6 0 %100 568 P54-9 y -18.6 -18.6 0 %100 569 P40-9 y -18.6 -18.6 0 %100 570 P40-5 y -18.6 -18.6 0 %100 571 P40-6 y -18.6 -18.6 0 %100 572 P41-6 y -18.6 -18.6 0 %100 573 P41-5 y -18.6 -18.6 0 %100 574 P42-9 y -18.6 -18.6 0 %100 575 P41-8 y -18.6 -18.6 0 %100 576 P42-5 y -18.6 -18.6 0 %100 577 P42-6 y -18.6 -18.6 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 163 Member Distributed Loads (BLC 13 : Wend, down) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 578 P47-6 y -18.6 -18.6 0 %100 579 P44-8 y -18.6 -18.6 0 %100 580 P44-5 y -18.6 -18.6 0 %100 581 P43-5 y -18.6 -18.6 0 %100 582 P43-8 y -18.6 -18.6 0 %100 583 P44-6 y -18.6 -18.6 0 %100 584 P46-8 y -18.6 -18.6 0 %100 585 P45-8 y -18.6 -18.6 0 %100 586 P45-6 y -18.6 -18.6 0 %100 587 P45-7 y -18.6 -18.6 0 %100 588 P46-7 y -18.6 -18.6 0 %100 589 P47-9 y -18.6 -18.6 0 %100 590 P48-9 y -18.6 -18.6 0 %100 591 P48-5 y -18.6 -18.6 0 %100 592 P50-6 y -18.6 -18.6 0 %100 593 P50-5 y -18.6 -18.6 0 %100 594 P50-9 y -18.6 -18.6 0 %100 595 P50-8 y -18.6 -18.6 0 %100 596 P49-5 y -18.6 -18.6 0 %100 597 P49-9 y -18.6 -18.6 0 %100 598 P49-8 y -18.6 -18.6 0 %100 599 P49-7 y -18.6 -18.6 0 %100 600 P49-6 y -18.6 -18.6 0 %100 601 P52-7 y -18.6 -18.6 0 %100 602 P51-5 y -18.6 -18.6 0 %100 603 P51-9 y -18.6 -18.6 0 %100 604 P52-5 y -18.6 -18.6 0 %100 605 P52-9 y -18.6 -18.6 0 %100 606 P51-8 y -18.6 -18.6 0 %100 607 P51-6 y -18.6 -18.6 0 %100 608 P54-8 y -18.6 -18.6 0 %100 609 P54-6 y -18.6 -18.6 0 %100 610 P53-5 y -18.6 -18.6 0 %100 611 P54-5 y -18.6 -18.6 0 %100 612 P53-9 y -18.6 -18.6 0 %100 Member Point Loads No Data to Print... Nodal Loads and Enforced Displacements No Data to Print... Member Area Loads No Data to Print... Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 Deflection 1 Yes Y DL 1 2 Deflection 2 Yes Y RLL 1 3 Yes Y 4 0.6 4 Yes Y 5 0.6 5 Yes Y 6 0.6 6 Yes Y 7 0.6 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 164 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 7 Yes Y DL 1 RLL 1 8 Yes Y DL 1.4 9 Yes Y 1 1.2 RLL 1.6 10 Yes Y DL 1.2 4 1 8 1 11 Yes Y DL 1.2 5 1 8 1 12 Yes Y DL 1.2 6 1 8 1 13 Yes Y DL 1.2 7 1 8 1 14 Yes Y DL 1.2 12 1 9 1 15 Yes Y DL 1.2 13 1 9 1 16 Yes Y DL 0.9 12 1 9 1 17 Yes Y DL 0.9 13 1 9 1 18 Yes Y DL 0.9 4 1 8 1 19 Yes Y DL 0.9 5 1 8 1 20 Yes Y DL 0.9 6 1 8 1 21 Yes Y DL 0.9 7 1 8 1 22 Yes Y DL 1.2 ELX 1 23 Yes Y DL 1.2 ELX+Z 1 24 Yes Y DL 1.2 ELX-Z 1 25 Yes Y DL 1.2 ELZ 1 26 Yes Y DL 1.2 ELZ+X 1 27 Yes Y DL 1.2 ELZ-X 1 28 Yes Y DL 1.2 ELX -1 29 Yes Y DL 1.2 ELX+Z -1 30 Yes Y DL 1.2 ELX-Z -1 31 Yes Y DL 1.2 ELZ -1 32 Yes Y DL 1.2 ELZ+X -1 33 Yes Y DL 1.2 ELZ-X -1 34 Yes Y DL 0.9 ELX 1 35 Yes Y DL 0.9 ELX+Z 1 36 Yes Y DL 0.9 ELX-Z 1 37 Yes Y DL 0.9 ELZ 1 38 Yes Y DL 0.9 ELZ+X 1 39 Yes Y DL 0.9 ELZ-X 1 40 Yes Y DL 0.9 ELX -1 41 Yes Y DL 0.9 ELX+Z -1 42 Yes Y DL 0.9 ELX-Z -1 43 Yes Y DL 0.9 ELZ -1 44 Yes Y DL 0.9 ELZ+X -1 45 Yes Y DL 0.9 ELZ-X -1 46 Yes Y DL 1.2 Om*ELX 1 47 Yes Y DL 1.2 Om*ELX+Z 1 48 Yes Y DL 1.2 Om*ELX-Z 1 49 Yes Y DL 1.2 Om*ELZ 1 50 Yes Y DL 1.2 Om*ELZ+X 1 51 Yes Y DL 1.2 Om*ELZ-X 1 52 Yes Y DL 1.2 Om*ELX -1 53 Yes Y DL 1.2 Om*ELX+Z -1 54 Yes Y DL 1.2 Om*ELX-Z -1 55 Yes Y DL 1.2 Om*ELZ -1 56 Yes Y DL 1.2 Om*ELZ+X -1 57 Yes Y DL 1.2 Om*ELZ-X -1 58 Yes Y DL 0.9 Om*ELX 1 59 Yes Y DL 0.9 Om*ELX+Z 1 60 Yes Y 0.9 Om*ELX-Z 1 61 Yes Y DL 0.9 Om*ELZ 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 165 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 62 Yes Y DL 0.9 Om*ELZ+X 1 63 Yes Y DL 0.9 Om*ELZ-X 1 64 Yes Y DL 0.9 Om*ELX -1 65 Yes Y DL 0.9 Om*ELX+Z -1 66 Yes Y DL 0.9 Om*ELX-Z -1 67 Yes Y DL 0.9 Om*ELZ -1 68 Yes Y DL 0.9 Om*ELZ+X -1 69 Yes Y DL 0.9 Om*ELZ-X -1 70 Ex only Y ELX 1 71 Ez only Y ELZ 1 Envelope Node Reactions - Overstrength or Capacity Limit No Data to Print... Envelope Node Reactions No Data to Print... Envelope Member End Reactions MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 1 M716 I max 0 43 0 45 0 45 1.062 10 0 45 0 45 2 min -9887.662 49* 0 1 0 1 -0.614 19 0 1 0 1 3 J max 0 43 0 45 0 45 1.062 10 0 45 0 45 4 min -9887.662 49* 0 1 0 1 -0.614 19 0 1 0 1 5 M717 I max 0 45 0 45 0 45 0.036 4 0 45 0 45 6 min -6799.641 55* 0 1 0 1 -0.087 55* 0 1 0 1 7 J max 0 45 0 45 0 45 0.036 4 0 45 0 45 8 min -6799.641 55* 0 1 0 1 -0.087 55* 0 1 0 1 9 M718 I max 0 45 0 45 0 45 0.505 16 0 45 0 45 10 min -3623.899 49* 0 1 0 1 -0.565 15 0 1 0 1 11 J max 0 45 0 45 0 45 0.505 16 0 45 0 45 12 min -3623.899 49* 0 1 0 1 -0.565 15 0 1 0 1 13 M719 I max 0 40 0 45 0 45 1.028 10 0 45 0 45 14 min -1161.805 67* 0 1 0 1 -0.551 19 0 1 0 1 15 J max 0 40 0 45 0 45 1.028 10 0 45 0 45 16 min -1161.805 67* 0 1 0 1 -0.551 19 0 1 0 1 17 M720 I max 0 45 0 45 0 45 0.463 19 0 45 0 45 18 min -2067.282 67* 0 1 0 1 -0.156 55* 0 1 0 1 19 J max 0 45 0 45 0 45 0.463 19 0 45 0 45 20 min -2067.282 67* 0 1 0 1 -0.156 55* 0 1 0 1 21 M721 I max 0 43 0 45 0 45 0.971 10 0 45 0 45 22 min -5174.495 49* 0 1 0 1 -0.828 16 0 1 0 1 23 J max 0 43 0 45 0 45 0.971 10 0 45 0 45 24 min -5174.495 49* 0 1 0 1 -0.828 16 0 1 0 1 25 M722 I max 0 45 0 45 0 45 0.152 55* 0 45 0 45 26 min -6464.093 67* 0 1 0 1 -0.028 6 0 1 0 1 27 J max 0 45 0 45 0 45 0.152 55* 0 45 0 45 28 min -6464.093 67* 0 1 0 1 -0.028 6 0 1 0 1 29 M723 I max 0 40 0 45 0 45 0.581 10 0 45 0 45 30 min -5707.755 55* 0 1 0 1 -0.307 21 0 1 0 1 31 J max 0 40 0 45 0 45 0.581 10 0 45 0 45 32 min -5707.755 55* 0 1 0 1 -0.307 21 0 1 0 1 33 M724 I max 0 45 0 45 0 45 1.496 16 0 45 0 45 34 min -4684.111 61* 0 1 0 1 -1.814 15 0 1 0 1 35 J max 0 45 0 45 0 45 1.496 16 0 45 0 45 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 166 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 36 min -4684.111 61* 0 1 0 1 -1.814 15 0 1 0 1 37 M725 I max 0 45 0 45 0 45 2.547 10 0 45 0 45 38 min -1735.404 55* 0 1 0 1 -1.33 21 0 1 0 1 39 J max 0 45 0 45 0 45 2.547 10 0 45 0 45 40 min -1735.404 55* 0 1 0 1 -1.33 21 0 1 0 1 41 M726 I max 0 37 0 45 0 45 1.271 6 0 45 0 45 42 min -1318.613 55* 0 1 0 1 -3.027 9 0 1 0 1 43 J max 0 37 0 45 0 45 1.271 6 0 45 0 45 44 min -1318.613 55* 0 1 0 1 -3.027 9 0 1 0 1 45 M727 I max 0 45 0 45 0 45 2.063 15 0 45 0 45 46 min -3926.669 61* 0 1 0 1 -1.706 16 0 1 0 1 47 J max 0 45 0 45 0 45 2.063 15 0 45 0 45 48 min -3926.669 61* 0 1 0 1 -1.706 16 0 1 0 1 49 M728 I max 0 37 0 45 0 45 0.429 6 0 45 0 45 50 min -6517.917 55* 0 1 0 1 -1.197 9 0 1 0 1 51 J max 0 37 0 45 0 45 0.429 6 0 45 0 45 52 min -6517.917 55* 0 1 0 1 -1.197 9 0 1 0 1 53 M729 I max 0 45 0 45 0 45 0.054 58* 0 45 0 45 54 min -5990.646 55* 0 1 0 1 -0.141 55* 0 1 0 1 55 J max 0 45 0 45 0 45 0.054 58* 0 45 0 45 56 min -5990.646 55* 0 1 0 1 -0.141 55* 0 1 0 1 57 M730 I max 0 45 0 45 0 45 0.831 16 0 45 0 45 58 min -4863.038 49* 0 1 0 1 -0.9 15 0 1 0 1 59 J max 0 45 0 45 0 45 0.831 16 0 45 0 45 60 min -4863.038 49* 0 1 0 1 -0.9 15 0 1 0 1 61 M731 I max 0 45 0 45 0 45 0.263 10 0 45 0 45 62 min -2066.343 55* 0 1 0 1 -0.544 20 0 1 0 1 63 J max 0 45 0 45 0 45 0.263 10 0 45 0 45 64 min -2066.343 55* 0 1 0 1 -0.544 20 0 1 0 1 65 M732 I max 0 45 0 45 0 45 0.227 6 0 45 0 45 66 min -803.543 67* 0 1 0 1 -0.319 52* 0 1 0 1 67 J max 0 45 0 45 0 45 0.227 6 0 45 0 45 68 min -803.543 67* 0 1 0 1 -0.319 52* 0 1 0 1 69 M733 I max 0 43 0 45 0 45 0.579 15 0 45 0 45 70 min -3186.839 49* 0 1 0 1 -0.514 16 0 1 0 1 71 J max 0 43 0 45 0 45 0.579 15 0 45 0 45 72 min -3186.839 49* 0 1 0 1 -0.514 16 0 1 0 1 73 M734 I max 0 45 0 45 0 45 0.087 55* 0 45 0 45 74 min -6061.335 55* 0 1 0 1 -0.031 64* 0 1 0 1 75 J max 0 45 0 45 0 45 0.087 55* 0 45 0 45 76 min -6061.335 55* 0 1 0 1 -0.031 64* 0 1 0 1 77 M735 I max 0 43 0 45 0 45 0.144 20 0 45 0 45 78 min -6315.785 49* 0 1 0 1 -0.202 9 0 1 0 1 79 J max 0 43 0 45 0 45 0.144 20 0 45 0 45 80 min -6315.785 49* 0 1 0 1 -0.202 9 0 1 0 1 81 M736 I max 0 45 0 45 0 45 0.205 5 0 45 0 45 82 min -3350.678 55* 0 1 0 1 -0.135 52* 0 1 0 1 83 J max 0 45 0 45 0 45 0.205 5 0 45 0 45 84 min -3350.678 55* 0 1 0 1 -0.135 52* 0 1 0 1 85 M737 I max 0 45 0 45 0 45 0.618 15 0 45 0 45 86 min -854.077 16 0 1 0 1 -0.59 16 0 1 0 1 87 J max 0 45 0 45 0 45 0.618 15 0 45 0 45 88 min -854.077 16 0 1 0 1 -0.59 16 0 1 0 1 89 M738 I max 0 45 0 45 0 45 0.801 16 0 45 0 45 90 min -1660.377 49* 0 1 0 1 -0.898 15 0 1 0 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 167 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 91 J max 0 45 0 45 0 45 0.801 16 0 45 0 45 92 min -1660.377 49* 0 1 0 1 -0.898 15 0 1 0 1 93 M739 I max 0 45 0 45 0 45 0.18 10 0 45 0 45 94 min -5337.955 55* 0 1 0 1 -0.412 20 0 1 0 1 95 J max 0 45 0 45 0 45 0.18 10 0 45 0 45 96 min -5337.955 55* 0 1 0 1 -0.412 20 0 1 0 1 97 M740 I max 0 45 0 45 0 45 0.476 15 0 45 0 45 98 min -5606.485 49* 0 1 0 1 -0.198 6 0 1 0 1 99 J max 0 45 0 45 0 45 0.476 15 0 45 0 45 100 min -5606.485 49* 0 1 0 1 -0.198 6 0 1 0 1 101 M741 I max 0 45 0 45 0 45 0.268 20 0 45 0 45 102 min -5979.436 61* 0 1 0 1 -0.298 46* 0 1 0 1 103 J max 0 45 0 45 0 45 0.268 20 0 45 0 45 104 min -5979.436 61* 0 1 0 1 -0.298 46* 0 1 0 1 105 M742 I max 0 37 0 45 0 45 0.472 4 0 45 0 45 106 min -4419.987 55* 0 1 0 1 -2.241 9 0 1 0 1 107 J max 0 37 0 45 0 45 0.472 4 0 45 0 45 108 min -4419.987 55* 0 1 0 1 -2.241 9 0 1 0 1 109 M743 I max 0 45 0 45 0 45 2.889 15 0 45 0 45 110 min -983.022 61* 0 1 0 1 -2.341 16 0 1 0 1 111 J max 0 45 0 45 0 45 2.889 15 0 45 0 45 112 min -983.022 61* 0 1 0 1 -2.341 16 0 1 0 1 113 M744 I max 0 45 0 45 0 45 2.057 16 0 45 0 45 114 min -1485.678 49* 0 1 0 1 -2.535 15 0 1 0 1 115 J max 0 45 0 45 0 45 2.057 16 0 45 0 45 116 min -1485.678 49* 0 1 0 1 -2.535 15 0 1 0 1 117 M745 I max 0 40 0 45 0 45 2.158 10 0 45 0 45 118 min -5281.178 55* 0 1 0 1 -1.119 21 0 1 0 1 119 J max 0 40 0 45 0 45 2.158 10 0 45 0 45 120 min -5281.178 55* 0 1 0 1 -1.119 21 0 1 0 1 121 M746 I max 0 45 0 45 0 45 0.374 15 0 45 0 45 122 min -4968.311 61* 0 1 0 1 -0.318 21 0 1 0 1 123 J max 0 45 0 45 0 45 0.374 15 0 45 0 45 124 min -4968.311 61* 0 1 0 1 -0.318 21 0 1 0 1 125 M747 I max 0 43 0 45 0 45 0.405 21 0 45 0 45 126 min -5986.453 49* 0 1 0 1 -0.796 10 0 1 0 1 127 J max 0 43 0 45 0 45 0.405 21 0 45 0 45 128 min -5986.453 49* 0 1 0 1 -0.796 10 0 1 0 1 129 M748 I max 0 45 0 45 0 45 0.352 19 0 45 0 45 130 min -5694.144 67* 0 1 0 1 -0.125 55* 0 1 0 1 131 J max 0 45 0 45 0 45 0.352 19 0 45 0 45 132 min -5694.144 67* 0 1 0 1 -0.125 55* 0 1 0 1 133 M749 I max 0 43 0 45 0 45 1.159 10 0 45 0 45 134 min -1695.089 49* 0 1 0 1 -0.822 16 0 1 0 1 135 J max 0 43 0 45 0 45 1.159 10 0 45 0 45 136 min -1695.089 49* 0 1 0 1 -0.822 16 0 1 0 1 137 M750 I max 0 45 0 45 0 45 0.6 16 0 45 0 45 138 min -1101.044 16 0 1 0 1 -0.628 15 0 1 0 1 139 J max 0 45 0 45 0 45 0.6 16 0 45 0 45 140 min -1101.044 16 0 1 0 1 -0.628 15 0 1 0 1 141 M751 I max 0 40 0 45 0 45 0.421 10 0 45 0 45 142 min -4003.303 55* 0 1 0 1 -0.257 21 0 1 0 1 143 J max 0 40 0 45 0 45 0.421 10 0 45 0 45 144 min -4003.303 55* 0 1 0 1 -0.257 21 0 1 0 1 145 M752 I max 0 45 0 45 0 45 0.183 52* 0 45 0 45 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 168 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 146 min -7068.957 49* 0 1 0 1 -0.166 19 0 1 0 1 147 J max 0 45 0 45 0 45 0.183 52* 0 45 0 45 148 min -7068.957 49* 0 1 0 1 -0.166 19 0 1 0 1 149 M753 I max 0 45 0 45 0 45 0.639 19 0 45 0 45 150 min -9197.133 55* 0 1 0 1 -0.258 31 0 1 0 1 151 J max 0 45 0 45 0 45 0.639 19 0 45 0 45 152 min -9197.133 55* 0 1 0 1 -0.258 31 0 1 0 1 153 M754 I max 0 45 0 45 0 45 0.174 19 0 45 0 45 154 min -9693.432 49* 0 1 0 1 -0.144 12 0 1 0 1 155 J max 0 45 0 45 0 45 0.174 19 0 45 0 45 156 min -9693.432 49* 0 1 0 1 -0.144 12 0 1 0 1 157 M755 I max 0 40 0 45 0 45 0.352 10 0 45 0 45 158 min -8500.883 55* 0 1 0 1 -0.186 19 0 1 0 1 159 J max 0 40 0 45 0 45 0.352 10 0 45 0 45 160 min -8500.883 55* 0 1 0 1 -0.186 19 0 1 0 1 161 M756 I max 0 45 0 45 0 45 0.122 11 0 45 0 45 162 min -8826.405 49* 0 1 0 1 -0.248 20 0 1 0 1 163 J max 0 45 0 45 0 45 0.122 11 0 45 0 45 164 min -8826.405 49* 0 1 0 1 -0.248 20 0 1 0 1 165 M757 I max 0 45 0 45 0 45 0.247 20 0 45 0 45 166 min -7750.142 55* 0 1 0 1 -0.14 9 0 1 0 1 167 J max 0 45 0 45 0 45 0.247 20 0 45 0 45 168 min -7750.142 55* 0 1 0 1 -0.14 9 0 1 0 1 169 M758 I max 0 45 0 45 0 45 0.599 20 0 45 0 45 170 min -8808.421 61* 0 1 0 1 -0.64 15 0 1 0 1 171 J max 0 45 0 45 0 45 0.599 20 0 45 0 45 172 min -8808.421 61* 0 1 0 1 -0.64 15 0 1 0 1 173 M759 I max 0 37 0 45 0 45 0.937 9 0 45 0 45 174 min -8486.145 55* 0 1 0 1 -0.047 64* 0 1 0 1 175 J max 0 37 0 45 0 45 0.937 9 0 45 0 45 176 min -8486.145 55* 0 1 0 1 -0.047 64* 0 1 0 1 177 M760 I max 0 45 0 45 0 45 0.572 20 0 45 0 45 178 min -8232.558 61* 0 1 0 1 -0.479 46* 0 1 0 1 179 J max 0 45 0 45 0 45 0.572 20 0 45 0 45 180 min -8232.558 61* 0 1 0 1 -0.479 46* 0 1 0 1 181 M761 I max 0 45 0 45 0 45 0.238 15 0 45 0 45 182 min -1159.408 16 0 1 0 1 -0.29 20 0 1 0 1 183 J max 0 45 0 45 0 45 0.238 15 0 45 0 45 184 min -1159.408 16 0 1 0 1 -0.29 20 0 1 0 1 185 M762 I max 0 37 0 45 0 45 0.051 58* 0 45 0 45 186 min -4152.743 55* 0 1 0 1 -0.129 52* 0 1 0 1 187 J max 0 37 0 45 0 45 0.051 58* 0 45 0 45 188 min -4152.743 55* 0 1 0 1 -0.129 52* 0 1 0 1 189 M763 I max 0 45 0 45 0 45 0.233 15 0 45 0 45 190 min -3312.679 61* 0 1 0 1 -0.359 20 0 1 0 1 191 J max 0 45 0 45 0 45 0.233 15 0 45 0 45 192 min -3312.679 61* 0 1 0 1 -0.359 20 0 1 0 1 193 M764 I max 0 37 0 45 0 45 0.477 9 0 45 0 45 194 min -6875.994 55* 0 1 0 1 -0.038 64* 0 1 0 1 195 J max 0 37 0 45 0 45 0.477 9 0 45 0 45 196 min -6875.994 55* 0 1 0 1 -0.038 64* 0 1 0 1 197 M765 I max 0 43 0 45 0 45 0.09 64* 0 45 0 45 198 min -5399.149 49* 0 1 0 1 -0.112 46* 0 1 0 1 199 J max 0 43 0 45 0 45 0.09 64* 0 45 0 45 200 min -5399.149 49* 0 1 0 1 -0.112 46* 0 1 0 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 169 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 201 M766 I max 0 43 0 45 0 45 0.083 16 0 45 0 45 202 min -4041.769 49* 0 1 0 1 -0.432 10 0 1 0 1 203 J max 0 43 0 45 0 45 0.083 16 0 45 0 45 204 min -4041.769 49* 0 1 0 1 -0.432 10 0 1 0 1 205 M767 I max 0 43 0 45 0 45 0.7 10 0 45 0 45 206 min -6059.209 49* 0 1 0 1 -0.097 16 0 1 0 1 207 J max 0 43 0 45 0 45 0.7 10 0 45 0 45 208 min -6059.209 49* 0 1 0 1 -0.097 16 0 1 0 1 209 M768 I max 0 43 0 45 0 45 0.161 16 0 45 0 45 210 min -1207.267 15 0 1 0 1 -0.79 10 0 1 0 1 211 J max 0 43 0 45 0 45 0.161 16 0 45 0 45 212 min -1207.267 15 0 1 0 1 -0.79 10 0 1 0 1 213 M769 I max 0 45 0 45 0 45 0.365 20 0 45 0 45 214 min -6268.296 67* 0 1 0 1 -0.25 55* 0 1 0 1 215 J max 0 45 0 45 0 45 0.365 20 0 45 0 45 216 min -6268.296 67* 0 1 0 1 -0.25 55* 0 1 0 1 217 M770 I max 0 37 0 45 0 45 0 37 0 45 0 45 218 min -3137.06 55* 0 1 0 1 -0.452 9 0 1 0 1 219 J max 0 37 0 45 0 45 0 37 0 45 0 45 220 min -3137.06 55* 0 1 0 1 -0.452 9 0 1 0 1 221 M771 I max 0 45 0 45 0 45 0.088 46* 0 45 0 45 222 min -4457.347 67* 0 1 0 1 -0.004 4 0 1 0 1 223 J max 0 45 0 45 0 45 0.088 46* 0 45 0 45 224 min -4457.347 67* 0 1 0 1 -0.004 4 0 1 0 1 225 M772 I max 0 45 0 45 0 45 0.116 55* 0 45 0 45 226 min -1435.335 67* 0 1 0 1 -0.176 21 0 1 0 1 227 J max 0 45 0 45 0 45 0.116 55* 0 45 0 45 228 min -1435.335 67* 0 1 0 1 -0.176 21 0 1 0 1 229 M773 I max 0 45 0 45 0 45 0.037 11 0 45 0 45 230 min -4859.859 67* 0 1 0 1 -0.011 5 0 1 0 1 231 J max 0 45 0 45 0 45 0.037 11 0 45 0 45 232 min -4859.859 67* 0 1 0 1 -0.011 5 0 1 0 1 233 M774 I max 0 45 0 45 0 45 0.073 15 0 45 0 45 234 min -4308.739 61* 0 1 0 1 -0.086 20 0 1 0 1 235 J max 0 45 0 45 0 45 0.073 15 0 45 0 45 236 min -4308.739 61* 0 1 0 1 -0.086 20 0 1 0 1 237 M775 I max 0 37 0 45 0 45 0 37 0 45 0 45 238 min -1171.618 55* 0 1 0 1 -0.471 10 0 1 0 1 239 J max 0 37 0 45 0 45 0 37 0 45 0 45 240 min -1171.618 55* 0 1 0 1 -0.471 10 0 1 0 1 241 M777 I max 0 37 0 45 0 45 0 37 0 45 0 45 242 min -772.053 55* 0 1 0 1 -0.763 9 0 1 0 1 243 J max 0 37 0 45 0 45 0 37 0 45 0 45 244 min -772.053 55* 0 1 0 1 -0.763 9 0 1 0 1 245 M778 I max 0 43 0 45 0 45 0.098 64* 0 45 0 45 246 min -4894.478 49* 0 1 0 1 -0.035 22 0 1 0 1 247 J max 0 43 0 45 0 45 0.098 64* 0 45 0 45 248 min -4894.478 49* 0 1 0 1 -0.035 22 0 1 0 1 249 M779 I max 0 43 0 45 0 45 0.16 16 0 45 0 45 250 min -2041.473 49* 0 1 0 1 -0.59 9 0 1 0 1 251 J max 0 43 0 45 0 45 0.16 16 0 45 0 45 252 min -2041.473 49* 0 1 0 1 -0.59 9 0 1 0 1 253 M780 I max 0 43 0 45 0 45 0.348 10 0 45 0 45 254 min -7112.189 49* 0 1 0 1 -0.065 20 0 1 0 1 255 J max 0 43 0 45 0 45 0.348 10 0 45 0 45 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 170 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 256 min -7112.189 49* 0 1 0 1 -0.065 20 0 1 0 1 257 M781 I max 0 45 0 45 0 45 0.159 11 0 45 0 45 258 min -6880.022 49* 0 1 0 1 -0.2 20 0 1 0 1 259 J max 0 45 0 45 0 45 0.159 11 0 45 0 45 260 min -6880.022 49* 0 1 0 1 -0.2 20 0 1 0 1 261 M782 I max 0 45 0 45 0 45 0.238 58* 0 45 0 45 262 min -3777.325 67* 0 1 0 1 -0.224 19 0 1 0 1 263 J max 0 45 0 45 0 45 0.238 58* 0 45 0 45 264 min -3777.325 67* 0 1 0 1 -0.224 19 0 1 0 1 265 M783 I max 0 37 0 45 0 45 0.016 22 0 45 0 45 266 min -5278.9 55* 0 1 0 1 -0.04 64* 0 1 0 1 267 J max 0 37 0 45 0 45 0.016 22 0 45 0 45 268 min -5278.9 55* 0 1 0 1 -0.04 64* 0 1 0 1 269 M784 I max 0 45 0 45 0 45 0.232 58* 0 45 0 45 270 min -7293.225 67* 0 1 0 1 -0.216 55* 0 1 0 1 271 J max 0 45 0 45 0 45 0.232 58* 0 45 0 45 272 min -7293.225 67* 0 1 0 1 -0.216 55* 0 1 0 1 273 M785 I max 0 45 0 45 0 45 0.208 58* 0 45 0 45 274 min -805.382 67* 0 1 0 1 -0.413 19 0 1 0 1 275 J max 0 45 0 45 0 45 0.208 58* 0 45 0 45 276 min -805.382 67* 0 1 0 1 -0.413 19 0 1 0 1 277 M786 I max 0 37 0 45 0 45 0 37 0 45 0 45 278 min -1933.009 55* 0 1 0 1 -0.583 10 0 1 0 1 279 J max 0 37 0 45 0 45 0 37 0 45 0 45 280 min -1933.009 55* 0 1 0 1 -0.583 10 0 1 0 1 281 M787 I max 0 45 0 45 0 45 0.027 15 0 45 0 45 282 min -5386.989 61* 0 1 0 1 -0.114 58* 0 1 0 1 283 J max 0 45 0 45 0 45 0.027 15 0 45 0 45 284 min -5386.989 61* 0 1 0 1 -0.114 58* 0 1 0 1 285 M788 I max 0 37 0 45 0 45 0.712 10 0 45 0 45 286 min -6585.681 55* 0 1 0 1 0 4 0 1 0 1 287 J max 0 37 0 45 0 45 0.712 10 0 45 0 45 288 min -6585.681 55* 0 1 0 1 0 4 0 1 0 1 289 M789 I max 0 45 0 45 0 45 0.237 21 0 45 0 45 290 min -5538.887 67* 0 1 0 1 -0.238 55* 0 1 0 1 291 J max 0 45 0 45 0 45 0.237 21 0 45 0 45 292 min -5538.887 67* 0 1 0 1 -0.238 55* 0 1 0 1 293 M790 I max 0 45 0 45 0 45 0.147 55* 0 45 0 45 294 min -1584.368 67* 0 1 0 1 -0.336 20 0 1 0 1 295 J max 0 45 0 45 0 45 0.147 55* 0 45 0 45 296 min -1584.368 67* 0 1 0 1 -0.336 20 0 1 0 1 297 M791 I max 0 45 0 45 0 45 0.11 5 0 45 0 45 298 min -5933.212 61* 0 1 0 1 -0.158 15 0 1 0 1 299 J max 0 45 0 45 0 45 0.11 5 0 45 0 45 300 min -5933.212 61* 0 1 0 1 -0.158 15 0 1 0 1 301 M792 I max 0 45 0 45 0 45 0.385 15 0 45 0 45 302 min -801.961 16 0 1 0 1 -0.578 20 0 1 0 1 303 J max 0 45 0 45 0 45 0.385 15 0 45 0 45 304 min -801.961 16 0 1 0 1 -0.578 20 0 1 0 1 305 M793 I max 0 43 0 45 0 45 0.74 9 0 45 0 45 306 min -6532.636 49* 0 1 0 1 -0.132 16 0 1 0 1 307 J max 0 43 0 45 0 45 0.74 9 0 45 0 45 308 min -6532.636 49* 0 1 0 1 -0.132 16 0 1 0 1 309 M795 I max 0 45 0 45 0 45 0.451 20 0 45 0 45 310 min -6852.335 61* 0 1 0 1 -0.451 15 0 1 0 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 171 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 311 J max 0 45 0 45 0 45 0.451 20 0 45 0 45 312 min -6852.335 61* 0 1 0 1 -0.451 15 0 1 0 1 313 M796 I max 0 43 0 45 0 45 0.09 16 0 45 0 45 314 min -2085.965 49* 0 1 0 1 -0.376 9 0 1 0 1 315 J max 0 43 0 45 0 45 0.09 16 0 45 0 45 316 min -2085.965 49* 0 1 0 1 -0.376 9 0 1 0 1 317 M797 I max 0 45 0 45 0 45 0.482 21 0 45 0 45 318 min -6896.728 61* 0 1 0 1 -0.479 15 0 1 0 1 319 J max 0 45 0 45 0 45 0.482 21 0 45 0 45 320 min -6896.728 61* 0 1 0 1 -0.479 15 0 1 0 1 321 M798 I max 0 45 0 45 0 45 0.251 15 0 45 0 45 322 min -1853.149 61* 0 1 0 1 -0.33 19 0 1 0 1 323 J max 0 45 0 45 0 45 0.251 15 0 45 0 45 324 min -1853.149 61* 0 1 0 1 -0.33 19 0 1 0 1 325 M799 I max 0 45 0 45 0 45 0.208 19 0 45 0 45 326 min -8273.883 49* 0 1 0 1 -0.12 12 0 1 0 1 327 J max 0 45 0 45 0 45 0.208 19 0 45 0 45 328 min -8273.883 49* 0 1 0 1 -0.12 12 0 1 0 1 329 M800 I max 0 37 0 45 0 45 0.424 10 0 45 0 45 330 min -9026.583 55* 0 1 0 1 -0.295 64* 0 1 0 1 331 J max 0 37 0 45 0 45 0.424 10 0 45 0 45 332 min -9026.583 55* 0 1 0 1 -0.295 64* 0 1 0 1 333 M801 I max 0 37 0 45 0 45 0.329 58* 0 45 0 45 334 min -7745.843 55* 0 1 0 1 -0.353 52* 0 1 0 1 335 J max 0 37 0 45 0 45 0.329 58* 0 45 0 45 336 min -7745.843 55* 0 1 0 1 -0.353 52* 0 1 0 1 337 M802 I max 0 37 0 45 0 45 0.892 9 0 45 0 45 338 min -8751.77 55* 0 1 0 1 -0.02 64* 0 1 0 1 339 J max 0 37 0 45 0 45 0.892 9 0 45 0 45 340 min -8751.77 55* 0 1 0 1 -0.02 64* 0 1 0 1 341 M803 I max 0 37 0 45 0 45 0.193 46* 0 45 0 45 342 min -6272.735 55* 0 1 0 1 -0.081 20 0 1 0 1 343 J max 0 37 0 45 0 45 0.193 46* 0 45 0 45 344 min -6272.735 55* 0 1 0 1 -0.081 20 0 1 0 1 345 M804 I max 0 43 0 45 0 45 1.08 10 0 45 0 45 346 min -9626.262 49* 0 1 0 1 -0.232 16 0 1 0 1 347 J max 0 43 0 45 0 45 1.08 10 0 45 0 45 348 min -9626.262 49* 0 1 0 1 -0.232 16 0 1 0 1 349 M805 I max 0 45 0 45 0 45 0.595 19 0 45 0 45 350 min -9320.641 55* 0 1 0 1 -0.24 31 0 1 0 1 351 J max 0 45 0 45 0 45 0.595 19 0 45 0 45 352 min -9320.641 55* 0 1 0 1 -0.24 31 0 1 0 1 353 M806 I max 0 45 0 45 0 45 0.389 10 0 45 0 45 354 min -6980.902 49* 0 1 0 1 -0.235 19 0 1 0 1 355 J max 0 45 0 45 0 45 0.389 10 0 45 0 45 356 min -6980.902 49* 0 1 0 1 -0.235 19 0 1 0 1 357 M807 I max 0 45 0 45 0 45 0.117 55* 0 45 0 45 358 min -3914.942 55* 0 1 0 1 -0.247 21 0 1 0 1 359 J max 0 45 0 45 0 45 0.117 55* 0 45 0 45 360 min -3914.942 55* 0 1 0 1 -0.247 21 0 1 0 1 361 M808 I max 0 45 0 45 0 45 0.423 19 0 45 0 45 362 min -983.446 61* 0 1 0 1 -0.365 15 0 1 0 1 363 J max 0 45 0 45 0 45 0.423 19 0 45 0 45 364 min -983.446 61* 0 1 0 1 -0.365 15 0 1 0 1 365 M809 I max 0 43 0 45 0 45 0.478 9 0 45 0 45 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 172 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 366 min -1852.069 49* 0 1 0 1 -0.329 19 0 1 0 1 367 J max 0 43 0 45 0 45 0.478 9 0 45 0 45 368 min -1852.069 49* 0 1 0 1 -0.329 19 0 1 0 1 369 M810 I max 0 45 0 45 0 45 0.08 58* 0 45 0 45 370 min -5447.891 55* 0 1 0 1 -0.023 55* 0 1 0 1 371 J max 0 45 0 45 0 45 0.08 58* 0 45 0 45 372 min -5447.891 55* 0 1 0 1 -0.023 55* 0 1 0 1 373 M811 I max 0 43 0 45 0 45 0.484 21 0 45 0 45 374 min -6789.797 49* 0 1 0 1 -0.769 9 0 1 0 1 375 J max 0 43 0 45 0 45 0.484 21 0 45 0 45 376 min -6789.797 49* 0 1 0 1 -0.769 9 0 1 0 1 377 M812 I max 0 45 0 45 0 45 0.46 15 0 45 0 45 378 min -5792.835 61* 0 1 0 1 -0.414 21 0 1 0 1 379 J max 0 45 0 45 0 45 0.46 15 0 45 0 45 380 min -5792.835 61* 0 1 0 1 -0.414 21 0 1 0 1 381 M813 I max 0 37 0 45 0 45 0.008 67* 0 45 0 45 382 min -4969.471 55* 0 1 0 1 -0.116 52* 0 1 0 1 383 J max 0 37 0 45 0 45 0.008 67* 0 45 0 45 384 min -4969.471 55* 0 1 0 1 -0.116 52* 0 1 0 1 385 M814 I max 0 43 0 45 0 45 0.135 20 0 45 0 45 386 min -1687.317 49* 0 1 0 1 -0.372 9 0 1 0 1 387 J max 0 43 0 45 0 45 0.135 20 0 45 0 45 388 min -1687.317 49* 0 1 0 1 -0.372 9 0 1 0 1 389 M815 I max 0 45 0 45 0 45 0.245 15 0 45 0 45 390 min -1074.951 61* 0 1 0 1 -0.242 5 0 1 0 1 391 J max 0 45 0 45 0 45 0.245 15 0 45 0 45 392 min -1074.951 61* 0 1 0 1 -0.242 5 0 1 0 1 393 M816 I max 0 40 0 45 0 45 0.093 20 0 45 0 45 394 min -4258.854 55* 0 1 0 1 -0.146 9 0 1 0 1 395 J max 0 40 0 45 0 45 0.093 20 0 45 0 45 396 min -4258.854 55* 0 1 0 1 -0.146 9 0 1 0 1 397 M817 I max 0 45 0 45 0 45 0.361 5 0 45 0 45 398 min -6712.743 61* 0 1 0 1 -0.482 15 0 1 0 1 399 J max 0 45 0 45 0 45 0.361 5 0 45 0 45 400 min -6712.743 61* 0 1 0 1 -0.482 15 0 1 0 1 401 M818 I max 0 45 0 45 0 45 0.508 15 0 45 0 45 402 min -6308.009 49* 0 1 0 1 -0.562 20 0 1 0 1 403 J max 0 45 0 45 0 45 0.508 15 0 45 0 45 404 min -6308.009 49* 0 1 0 1 -0.562 20 0 1 0 1 405 M819 I max 0 45 0 45 0 45 0.047 11 0 45 0 45 406 min -5144.904 55* 0 1 0 1 -0.074 64* 0 1 0 1 407 J max 0 45 0 45 0 45 0.047 11 0 45 0 45 408 min -5144.904 55* 0 1 0 1 -0.074 64* 0 1 0 1 409 M820 I max 0 45 0 45 0 45 0.355 20 0 45 0 45 410 min -1820.072 49* 0 1 0 1 -0.277 15 0 1 0 1 411 J max 0 45 0 45 0 45 0.355 20 0 45 0 45 412 min -1820.072 49* 0 1 0 1 -0.277 15 0 1 0 1 413 M821 I max 0 45 0 45 0 45 0.37 15 0 45 0 45 414 min -768.199 49* 0 1 0 1 -0.471 20 0 1 0 1 415 J max 0 45 0 45 0 45 0.37 15 0 45 0 45 416 min -768.199 49* 0 1 0 1 -0.471 20 0 1 0 1 417 M822 I max 0 45 0 45 0 45 0.289 20 0 45 0 45 418 min -3227.679 55* 0 1 0 1 -0.117 55* 0 1 0 1 419 J max 0 45 0 45 0 45 0.289 20 0 45 0 45 420 min -3227.679 55* 0 1 0 1 -0.117 55* 0 1 0 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 173 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 421 M823 I max 0 43 0 45 0 45 0.082 6 0 45 0 45 422 min -6199.6 49* 0 1 0 1 -0.298 9 0 1 0 1 423 J max 0 43 0 45 0 45 0.082 6 0 45 0 45 424 min -6199.6 49* 0 1 0 1 -0.298 9 0 1 0 1 425 M824 I max 0 45 0 45 0 45 0.622 20 0 45 0 45 426 min -8512.331 61* 0 1 0 1 -0.44 15 0 1 0 1 427 J max 0 45 0 45 0 45 0.622 20 0 45 0 45 428 min -8512.331 61* 0 1 0 1 -0.44 15 0 1 0 1 429 M825 I max 0 37 0 45 0 45 0.869 9 0 45 0 45 430 min -8588.991 55* 0 1 0 1 0 64* 0 1 0 1 431 J max 0 37 0 45 0 45 0.869 9 0 45 0 45 432 min -8588.991 55* 0 1 0 1 0 64* 0 1 0 1 433 M826 I max 0 45 0 45 0 45 0.16 46* 0 45 0 45 434 min -6114.98 55* 0 1 0 1 -0.072 20 0 1 0 1 435 J max 0 45 0 45 0 45 0.16 46* 0 45 0 45 436 min -6114.98 55* 0 1 0 1 -0.072 20 0 1 0 1 437 M827 I max 0 43 0 45 0 45 0.351 9 0 45 0 45 438 min -3281.171 49* 0 1 0 1 -0.108 16 0 1 0 1 439 J max 0 43 0 45 0 45 0.351 9 0 45 0 45 440 min -3281.171 49* 0 1 0 1 -0.108 16 0 1 0 1 441 M828 I max 0 45 0 45 0 45 0.475 20 0 45 0 45 442 min -714.88 67* 0 1 0 1 -0.284 18 0 1 0 1 443 J max 0 45 0 45 0 45 0.475 20 0 45 0 45 444 min -714.88 67* 0 1 0 1 -0.284 18 0 1 0 1 445 M829 I max 0 45 0 45 0 45 0.144 55* 0 45 0 45 446 min -1888.888 55* 0 1 0 1 -0.355 20 0 1 0 1 447 J max 0 45 0 45 0 45 0.144 55* 0 45 0 45 448 min -1888.888 55* 0 1 0 1 -0.355 20 0 1 0 1 449 M830 I max 0 45 0 45 0 45 0.033 20 0 45 0 45 450 min -5084.097 49* 0 1 0 1 -0.098 46* 0 1 0 1 451 J max 0 45 0 45 0 45 0.033 20 0 45 0 45 452 min -5084.097 49* 0 1 0 1 -0.098 46* 0 1 0 1 453 M831 I max 0 45 0 45 0 45 0.37 20 0 45 0 45 454 min -6346.725 55* 0 1 0 1 -0.281 55* 0 1 0 1 455 J max 0 45 0 45 0 45 0.37 20 0 45 0 45 456 min -6346.725 55* 0 1 0 1 -0.281 55* 0 1 0 1 457 M832 I max 0 40 0 45 0 45 0.46 9 0 45 0 45 458 min -6815.393 55* 0 1 0 1 -0.226 20 0 1 0 1 459 J max 0 40 0 45 0 45 0.46 9 0 45 0 45 460 min -6815.393 55* 0 1 0 1 -0.226 20 0 1 0 1 461 M833 I max 0 45 0 45 0 45 0.115 52* 0 45 0 45 462 min -4127.193 61* 0 1 0 1 -0.073 5 0 1 0 1 463 J max 0 45 0 45 0 45 0.115 52* 0 45 0 45 464 min -4127.193 61* 0 1 0 1 -0.073 5 0 1 0 1 465 M834 I max 0 40 0 45 0 45 0.157 20 0 45 0 45 466 min -1210.761 55* 0 1 0 1 -0.478 10 0 1 0 1 467 J max 0 40 0 45 0 45 0.157 20 0 45 0 45 468 min -1210.761 55* 0 1 0 1 -0.478 10 0 1 0 1 469 M835 I max 0 45 0 45 0 45 0.11 55* 0 45 0 45 470 min -1585.5 67* 0 1 0 1 -0.184 21 0 1 0 1 471 J max 0 45 0 45 0 45 0.11 55* 0 45 0 45 472 min -1585.5 67* 0 1 0 1 -0.184 21 0 1 0 1 473 M836 I max 0 45 0 45 0 45 0.01 15 0 45 0 45 474 min -4844.373 61* 0 1 0 1 -0.1 58* 0 1 0 1 475 J max 0 45 0 45 0 45 0.01 15 0 45 0 45 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 174 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 476 min -4844.373 61* 0 1 0 1 -0.1 58* 0 1 0 1 477 M837 I max 0 37 0 45 0 45 0 37 0 45 0 45 478 min -5945.019 55* 0 1 0 1 -0.506 10 0 1 0 1 479 J max 0 37 0 45 0 45 0 37 0 45 0 45 480 min -5945.019 55* 0 1 0 1 -0.506 10 0 1 0 1 481 M838 I max 0 45 0 45 0 45 0.304 55* 0 45 0 45 482 min -6766.233 55* 0 1 0 1 -0.317 21 0 1 0 1 483 J max 0 45 0 45 0 45 0.304 55* 0 45 0 45 484 min -6766.233 55* 0 1 0 1 -0.317 21 0 1 0 1 485 M839 I max 0 43 0 45 0 45 0.1 52* 0 45 0 45 486 min -5347.691 49* 0 1 0 1 -0.057 19 0 1 0 1 487 J max 0 43 0 45 0 45 0.1 52* 0 45 0 45 488 min -5347.691 49* 0 1 0 1 -0.057 19 0 1 0 1 489 M840 I max 0 45 0 45 0 45 0.32 21 0 45 0 45 490 min -1925.325 55* 0 1 0 1 -0.143 55* 0 1 0 1 491 J max 0 45 0 45 0 45 0.32 21 0 45 0 45 492 min -1925.325 55* 0 1 0 1 -0.143 55* 0 1 0 1 493 M841 I max 0 37 0 45 0 45 0.657 9 0 45 0 45 494 min -1060.46 67* 0 1 0 1 -0.428 19 0 1 0 1 495 J max 0 37 0 45 0 45 0.657 9 0 45 0 45 496 min -1060.46 67* 0 1 0 1 -0.428 19 0 1 0 1 497 M842 I max 0 45 0 45 0 45 0.172 6 0 45 0 45 498 min -3772.354 49* 0 1 0 1 -0.197 15 0 1 0 1 499 J max 0 45 0 45 0 45 0.172 6 0 45 0 45 500 min -3772.354 49* 0 1 0 1 -0.197 15 0 1 0 1 501 M843 I max 0 45 0 45 0 45 0.064 4 0 45 0 45 502 min -6897.866 55* 0 1 0 1 -0.156 52* 0 1 0 1 503 J max 0 45 0 45 0 45 0.064 4 0 45 0 45 504 min -6897.866 55* 0 1 0 1 -0.156 52* 0 1 0 1 505 M844 I max 0 45 0 45 0 45 0.133 19 0 45 0 45 506 min -8766.677 49* 0 1 0 1 -0.08 12 0 1 0 1 507 J max 0 45 0 45 0 45 0.133 19 0 45 0 45 508 min -8766.677 49* 0 1 0 1 -0.08 12 0 1 0 1 509 M845 I max 0 37 0 45 0 45 0.324 46* 0 45 0 45 510 min -8541.627 55* 0 1 0 1 -0.256 52* 0 1 0 1 511 J max 0 37 0 45 0 45 0.324 46* 0 45 0 45 512 min -8541.627 55* 0 1 0 1 -0.256 52* 0 1 0 1 513 M846 I max 0 45 0 45 0 45 0.087 11 0 45 0 45 514 min -7745.975 49* 0 1 0 1 -0.172 20 0 1 0 1 515 J max 0 45 0 45 0 45 0.087 11 0 45 0 45 516 min -7745.975 49* 0 1 0 1 -0.172 20 0 1 0 1 517 M847 I max 0 37 0 45 0 45 0.254 58* 0 45 0 45 518 min -7622.431 55* 0 1 0 1 -0.313 52* 0 1 0 1 519 J max 0 37 0 45 0 45 0.254 58* 0 45 0 45 520 min -7622.431 55* 0 1 0 1 -0.313 52* 0 1 0 1 521 M860 I max 0 43 0 45 0 45 0.949 10 0 45 0 45 522 min -9903.332 49* 0 1 0 1 -0.201 16 0 1 0 1 523 J max 0 43 0 45 0 45 0.949 10 0 45 0 45 524 min -9903.332 49* 0 1 0 1 -0.201 16 0 1 0 1 525 M861 I max 0 45 0 45 0 45 0.354 19 0 45 0 45 526 min -10214.356 67* 0 1 0 1 -0.11 55* 0 1 0 1 527 J max 0 45 0 45 0 45 0.354 19 0 45 0 45 528 min -10214.356 67* 0 1 0 1 -0.11 55* 0 1 0 1 529 M863 I max 0 37 0 45 0 45 0.376 46* 0 45 0 45 530 min -8876.461 55* 0 1 0 1 -0.324 64* 0 1 0 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 175 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 531 J max 0 37 0 45 0 45 0.376 46* 0 45 0 45 532 min -8876.461 55* 0 1 0 1 -0.324 64* 0 1 0 1 533 M864 I max 0 45 0 45 0 45 0.137 19 0 45 0 45 534 min -8562.269 49* 0 1 0 1 -0.071 12 0 1 0 1 535 J max 0 45 0 45 0 45 0.137 19 0 45 0 45 536 min -8562.269 49* 0 1 0 1 -0.071 12 0 1 0 1 537 M865 I max 0 45 0 45 0 45 0.138 19 0 45 0 45 538 min -8627.957 49* 0 1 0 1 -0.111 12 0 1 0 1 539 J max 0 45 0 45 0 45 0.138 19 0 45 0 45 540 min -8627.957 49* 0 1 0 1 -0.111 12 0 1 0 1 541 M866 I max 0 37 0 45 0 45 0.444 46* 0 45 0 45 542 min -8814.566 55* 0 1 0 1 -0.338 64* 0 1 0 1 543 J max 0 37 0 45 0 45 0.444 46* 0 45 0 45 544 min -8814.566 55* 0 1 0 1 -0.338 64* 0 1 0 1 545 M867 I max 0 37 0 45 0 45 0.337 46* 0 45 0 45 546 min -8521.69 55* 0 1 0 1 -0.269 52* 0 1 0 1 547 J max 0 37 0 45 0 45 0.337 46* 0 45 0 45 548 min -8521.69 55* 0 1 0 1 -0.269 52* 0 1 0 1 549 M868 I max 0 45 0 45 0 45 0.147 19 0 45 0 45 550 min -9253.346 49* 0 1 0 1 -0.094 12 0 1 0 1 551 J max 0 45 0 45 0 45 0.147 19 0 45 0 45 552 min -9253.346 49* 0 1 0 1 -0.094 12 0 1 0 1 553 M869 I max 0 37 0 45 0 45 0.306 46* 0 45 0 45 554 min -8715.007 55* 0 1 0 1 -0.238 52* 0 1 0 1 555 J max 0 37 0 45 0 45 0.306 46* 0 45 0 45 556 min -8715.007 55* 0 1 0 1 -0.238 52* 0 1 0 1 557 M870 I max 0 45 0 45 0 45 0.172 19 0 45 0 45 558 min -9308.836 49* 0 1 0 1 -0.154 12 0 1 0 1 559 J max 0 45 0 45 0 45 0.172 19 0 45 0 45 560 min -9308.836 49* 0 1 0 1 -0.154 12 0 1 0 1 561 M871 I max 0 37 0 45 0 45 0.238 58* 0 45 0 45 562 min -7925.217 55* 0 1 0 1 -0.305 52* 0 1 0 1 563 J max 0 37 0 45 0 45 0.238 58* 0 45 0 45 564 min -7925.217 55* 0 1 0 1 -0.305 52* 0 1 0 1 565 M872 I max 0 45 0 45 0 45 0.125 11 0 45 0 45 566 min -8408.836 49* 0 1 0 1 -0.249 20 0 1 0 1 567 J max 0 45 0 45 0 45 0.125 11 0 45 0 45 568 min -8408.836 49* 0 1 0 1 -0.249 20 0 1 0 1 569 M873 I max 0 45 0 45 0 45 0.104 11 0 45 0 45 570 min -8299.153 49* 0 1 0 1 -0.184 20 0 1 0 1 571 J max 0 45 0 45 0 45 0.104 11 0 45 0 45 572 min -8299.153 49* 0 1 0 1 -0.184 20 0 1 0 1 573 M874 I max 0 37 0 45 0 45 0.284 58* 0 45 0 45 574 min -7687.681 55* 0 1 0 1 -0.344 52* 0 1 0 1 575 J max 0 37 0 45 0 45 0.284 58* 0 45 0 45 576 min -7687.681 55* 0 1 0 1 -0.344 52* 0 1 0 1 577 M875 I max 0 37 0 45 0 45 0.325 58* 0 45 0 45 578 min -7872.134 55* 0 1 0 1 -0.397 52* 0 1 0 1 579 J max 0 37 0 45 0 45 0.325 58* 0 45 0 45 580 min -7872.134 55* 0 1 0 1 -0.397 52* 0 1 0 1 581 M876 I max 0 45 0 45 0 45 0.089 11 0 45 0 45 582 min -7440.042 49* 0 1 0 1 -0.165 20 0 1 0 1 583 J max 0 45 0 45 0 45 0.089 11 0 45 0 45 584 min -7440.042 49* 0 1 0 1 -0.165 20 0 1 0 1 585 M877 I max 0 37 0 45 0 45 0.383 58* 0 45 0 45 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 176 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 586 min -7690.9 55* 0 1 0 1 -0.403 52* 0 1 0 1 587 J max 0 37 0 45 0 45 0.383 58* 0 45 0 45 588 min -7690.9 55* 0 1 0 1 -0.403 52* 0 1 0 1 589 M878 I max 0 45 0 45 0 45 0.092 11 0 45 0 45 590 min -7390.655 49* 0 1 0 1 -0.202 20 0 1 0 1 591 J max 0 45 0 45 0 45 0.092 11 0 45 0 45 592 min -7390.655 49* 0 1 0 1 -0.202 20 0 1 0 1 593 M879 I max 0 37 0 45 0 45 0.465 10 0 45 0 45 594 min -8056.191 55* 0 1 0 1 -0.245 64* 0 1 0 1 595 J max 0 37 0 45 0 45 0.465 10 0 45 0 45 596 min -8056.191 55* 0 1 0 1 -0.245 64* 0 1 0 1 597 M880 I max 0 45 0 45 0 45 0.119 19 0 45 0 45 598 min -6614.399 49* 0 1 0 1 -0.105 12 0 1 0 1 599 J max 0 45 0 45 0 45 0.119 19 0 45 0 45 600 min -6614.399 49* 0 1 0 1 -0.105 12 0 1 0 1 601 M881 I max 0 37 0 45 0 45 0.662 10 0 45 0 45 602 min -9560.211 55* 0 1 0 1 -0.301 19 0 1 0 1 603 J max 0 37 0 45 0 45 0.662 10 0 45 0 45 604 min -9560.211 55* 0 1 0 1 -0.301 19 0 1 0 1 605 M882 I max 0 45 0 45 0 45 0.229 19 0 45 0 45 606 min -8169.17 49* 0 1 0 1 -0.141 12 0 1 0 1 607 J max 0 45 0 45 0 45 0.229 19 0 45 0 45 608 min -8169.17 49* 0 1 0 1 -0.141 12 0 1 0 1 609 M891 I max 0 43 0 45 0 45 1.047 10 0 45 0 45 610 min -8834.734 49* 0 1 0 1 -0.29 16 0 1 0 1 611 J max 0 43 0 45 0 45 1.047 10 0 45 0 45 612 min -8834.734 49* 0 1 0 1 -0.29 16 0 1 0 1 613 M892 I max 0 45 0 45 0 45 0.533 19 0 45 0 45 614 min -9250.022 67* 0 1 0 1 -0.164 31 0 1 0 1 615 J max 0 45 0 45 0 45 0.533 19 0 45 0 45 616 min -9250.022 67* 0 1 0 1 -0.164 31 0 1 0 1 617 M893 I max 0 45 0 45 0 45 0.429 21 0 45 0 45 618 min -9339.329 49* 0 1 0 1 -0.452 15 0 1 0 1 619 J max 0 45 0 45 0 45 0.429 21 0 45 0 45 620 min -9339.329 49* 0 1 0 1 -0.452 15 0 1 0 1 621 M894 I max 0 37 0 45 0 45 0.695 10 0 45 0 45 622 min -9944.667 55* 0 1 0 1 -0.322 19 0 1 0 1 623 J max 0 37 0 45 0 45 0.695 10 0 45 0 45 624 min -9944.667 55* 0 1 0 1 -0.322 19 0 1 0 1 625 M895 I max 0 43 0 45 0 45 0.293 10 0 45 0 45 626 min -6546.352 49* 0 1 0 1 -0.157 58* 0 1 0 1 627 J max 0 43 0 45 0 45 0.293 10 0 45 0 45 628 min -6546.352 49* 0 1 0 1 -0.157 58* 0 1 0 1 629 M896 I max 0 45 0 45 0 45 0.218 55* 0 45 0 45 630 min -2694.23 67* 0 1 0 1 -0.545 19 0 1 0 1 631 J max 0 45 0 45 0 45 0.218 55* 0 45 0 45 632 min -2694.23 67* 0 1 0 1 -0.545 19 0 1 0 1 633 M897 I max 0 40 0 45 0 45 0 40 0 45 0 45 634 min -1244.568 10 0 1 0 1 -1.191 10 0 1 0 1 635 J max 0 40 0 45 0 45 0 40 0 45 0 45 636 min -1244.568 10 0 1 0 1 -1.191 10 0 1 0 1 637 M898 I max 0 45 0 45 0 45 0.357 15 0 45 0 45 638 min -2873.22 61* 0 1 0 1 -0.485 19 0 1 0 1 639 J max 0 45 0 45 0 45 0.357 15 0 45 0 45 640 min -2873.22 61* 0 1 0 1 -0.485 19 0 1 0 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 177 Envelope Member End Reactions (Continued) MemberMember End Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Moment[lb-ft] LC z-z Moment[lb-ft] LC 641 M899 I max 0 40 0 45 0 45 0 40 0 45 0 45 642 min -6226.7 55* 0 1 0 1 -0.518 10 0 1 0 1 643 J max 0 40 0 45 0 45 0 40 0 45 0 45 644 min -6226.7 55* 0 1 0 1 -0.518 10 0 1 0 1 645 M900 I max 0 45 0 45 0 45 0.535 21 0 45 0 45 646 min -6303.902 61* 0 1 0 1 -0.569 15 0 1 0 1 647 J max 0 45 0 45 0 45 0.535 21 0 45 0 45 648 min -6303.902 61* 0 1 0 1 -0.569 15 0 1 0 1 649 M901 I max 0 43 0 45 0 45 0.275 10 0 45 0 45 650 min -4054.989 49* 0 1 0 1 -0.119 58* 0 1 0 1 651 J max 0 43 0 45 0 45 0.275 10 0 45 0 45 652 min -4054.989 49* 0 1 0 1 -0.119 58* 0 1 0 1 653 M902 I max 0 45 0 45 0 45 0.49 64* 0 45 0 45 654 min -2827.073 67* 0 1 0 1 -0.027 5 0 1 0 1 655 J max 0 45 0 45 0 45 0.49 64* 0 45 0 45 656 min -2827.073 67* 0 1 0 1 -0.027 5 0 1 0 1 657 M903 I max 0 43 0 45 0 45 0.075 20 0 45 0 45 658 min -3672.886 49* 0 1 0 1 -0.105 9 0 1 0 1 659 J max 0 43 0 45 0 45 0.075 20 0 45 0 45 660 min -3672.886 49* 0 1 0 1 -0.105 9 0 1 0 1 661 M904 I max 0 45 0 45 0 45 0.274 19 0 45 0 45 662 min -3246.797 67* 0 1 0 1 -0.158 55* 0 1 0 1 663 J max 0 45 0 45 0 45 0.274 19 0 45 0 45 664 min -3246.797 67* 0 1 0 1 -0.158 55* 0 1 0 1 665 M905 I max 0 40 0 45 0 45 0.438 10 0 45 0 45 666 min -6647.485 55* 0 1 0 1 0 4 0 1 0 1 667 J max 0 40 0 45 0 45 0.438 10 0 45 0 45 668 min -6647.485 55* 0 1 0 1 0 4 0 1 0 1 669 M906 I max 0 45 0 45 0 45 0.128 52* 0 45 0 45 670 min -6317.607 61* 0 1 0 1 -0.124 19 0 1 0 1 671 J max 0 45 0 45 0 45 0.128 52* 0 45 0 45 672 min -6317.607 61* 0 1 0 1 -0.124 19 0 1 0 1 673 M907 I max 0 40 0 45 0 45 0 40 0 45 0 45 674 min -2800.697 55* 0 1 0 1 -1.065 10 0 1 0 1 675 J max 0 40 0 45 0 45 0 40 0 45 0 45 676 min -2800.697 55* 0 1 0 1 -1.065 10 0 1 0 1 677 M908 I max 0 45 0 45 0 45 0.124 40 0 45 0 45 678 min -559.397 64* 0 1 0 1 -0.699 19 0 1 0 1 679 J max 0 45 0 45 0 45 0.124 40 0 45 0 45 680 min -559.397 64* 0 1 0 1 -0.699 19 0 1 0 1 681 M909 I max 0 43 0 45 0 45 0.133 16 0 45 0 45 682 min -3481.135 49* 0 1 0 1 -0.594 10 0 1 0 1 683 J max 0 43 0 45 0 45 0.133 16 0 45 0 45 684 min -3481.135 49* 0 1 0 1 -0.594 10 0 1 0 1 685 M910 I max 0 45 0 45 0 45 0.013 31 0 45 0 45 686 min -6253.704 67* 0 1 0 1 -0.321 64* 0 1 0 1 687 J max 0 45 0 45 0 45 0.013 31 0 45 0 45 688 min -6253.704 67* 0 1 0 1 -0.321 64* 0 1 0 1 Envelope Member Section Deflections - Service Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1 M716 1 max 0.025 15 0.003 31 0.018 9 0.002 9 NC 33 NC 33 2 min -0.007 31 -0.011 15 -0.014 21 -0.003 16 NC 1 NC 1 3 2 max 0.078 15 0.017 31 0.044 28 0.001 28 NC 33 NC 33 4 min -0.04 31 -0.037 15 -0.041 22 -0.001 16 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 178 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 5 3 max 0.131 15 0.032 31 0.072 28 0.001 4 NC 33 NC 33 6 min -0.073 31 -0.062 15 -0.077 22 -0.003 10 NC 1 NC 1 7 4 max 0.184 15 0.046 31 0.101 28 0.002 19 NC 33 NC 33 8 min -0.106 31 -0.087 15 -0.114 22 -0.005 10 NC 1 NC 1 9 5 max 0.237 15 0.061 31 0.13 28 0.004 19 NC 33 NC 33 10 min -0.139 31 -0.113 15 -0.15 22 -0.008 10 NC 1 NC 1 11 M717 1 max 0.141 31 0.004 19 0.138 15 0.007 10 NC 33 NC 33 12 min -0.233 16 -0.007 10 -0.113 28 -0.004 19 NC 1 NC 1 13 2 max 0.164 31 0.208 19 0.17 15 0.008 10 NC 33 NC 33 14 min -0.281 16 -0.402 10 -0.116 28 -0.004 19 NC 1 NC 1 15 3 max 0.187 31 0.412 19 0.201 15 0.008 10 NC 33 NC 33 16 min -0.329 16 -0.796 10 -0.119 28 -0.004 19 NC 1 NC 1 17 4 max 0.21 31 0.616 19 0.233 15 0.008 10 NC 33 NC 33 18 min -0.377 16 -1.191 10 -0.121 28 -0.004 19 NC 1 NC 1 19 5 max 0.234 31 0.821 19 0.264 15 0.008 10 NC 33 NC 33 20 min -0.425 14 -1.585 10 -0.124 28 -0.004 19 NC 1 NC 1 21 M718 1 max 0.465 15 0.821 19 0.207 16 0.008 16 NC 33 NC 33 22 min -0.234 31 -1.585 10 -0.144 22 -0.013 10 NC 1 NC 1 23 2 max 0.486 15 0.94 19 0.219 16 0.007 16 NC 33 NC 33 24 min -0.252 31 -1.807 10 -0.142 22 -0.012 10 NC 1 NC 1 25 3 max 0.507 15 1.059 19 0.23 16 0.006 19 NC 33 NC 33 26 min -0.269 31 -2.03 10 -0.139 22 -0.01 10 NC 1 NC 1 27 4 max 0.528 15 1.179 19 0.242 16 0.005 19 NC 33 NC 33 28 min -0.287 31 -2.252 10 -0.144 31 -0.009 10 NC 1 NC 1 29 5 max 0.549 15 1.298 19 0.253 16 0.004 19 NC 33 NC 33 30 min -0.305 31 -2.475 10 -0.154 31 -0.008 10 NC 1 NC 1 31 M719 1 max 0.305 31 1.298 19 0.298 15 0.003 10 NC 33 NC 33 32 min -0.52 15 -2.475 10 -0.153 31 -0.002 19 NC 1 NC 1 33 2 max 0.309 31 1.378 19 0.307 15 0.001 10 NC 33 NC 33 34 min -0.531 15 -2.605 10 -0.157 31 0 19 NC 1 NC 1 35 3 max 0.313 31 1.458 19 0.316 15 0.002 16 NC 33 NC 33 36 min -0.542 15 -2.736 10 -0.16 31 -0.002 15 NC 1 NC 1 37 4 max 0.317 31 1.538 19 0.325 15 0.004 16 NC 33 NC 33 38 min -0.554 15 -2.867 10 -0.164 31 -0.004 10 NC 1 NC 1 39 5 max 0.321 31 1.618 19 0.335 15 0.006 16 NC 33 NC 33 40 min -0.565 15 -2.998 10 -0.168 31 -0.007 10 NC 1 NC 1 41 M720 1 max 0.606 15 1.618 19 0.271 16 0.002 14 NC 33 NC 33 42 min -0.326 31 -2.998 10 -0.158 31 -0.002 17 NC 1 NC 1 43 2 max 0.588 15 1.493 19 0.264 16 0.001 10 NC 33 NC 33 44 min -0.32 31 -2.754 10 -0.155 31 0 6 NC 1 NC 1 45 3 max 0.57 15 1.367 19 0.257 16 0.003 10 NC 33 NC 33 46 min -0.313 31 -2.511 10 -0.152 31 -0.001 21 NC 1 NC 1 47 4 max 0.553 15 1.241 19 0.25 16 0.005 10 NC 33 NC 33 48 min -0.306 31 -2.268 10 -0.149 31 -0.002 19 NC 1 NC 1 49 5 max 0.535 15 1.115 19 0.243 16 0.007 10 NC 33 NC 33 50 min -0.299 31 -2.025 10 -0.146 31 -0.003 19 NC 1 NC 1 51 M721 1 max 0.296 31 1.115 19 0.289 15 0.005 19 NC 33 NC 33 52 min -0.508 15 -2.025 10 -0.153 31 -0.009 10 NC 1 NC 1 53 2 max 0.27 31 0.946 19 0.272 15 0.006 19 NC 33 NC 33 54 min -0.476 15 -1.702 10 -0.14 31 -0.011 10 NC 1 NC 1 55 3 max 0.245 31 0.777 19 0.256 15 0.008 16 NC 33 NC 33 56 min -0.444 15 -1.379 10 -0.126 31 -0.014 10 NC 1 NC 1 57 4 max 0.219 31 0.607 19 0.239 15 0.01 16 NC 33 NC 33 58 min -0.412 15 -1.056 10 -0.126 28 -0.016 10 NC 1 NC 1 59 5 max 0.194 31 0.438 19 0.222 15 0.012 16 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 179 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 60 min -0.381 15 -0.734 10 -0.128 28 -0.018 10 NC 1 NC 1 61 M722 1 max 0.411 15 0.438 19 0.17 16 0.002 10 NC 33 NC 33 62 min -0.199 31 -0.734 10 -0.143 22 -0.001 19 NC 1 NC 1 63 2 max 0.364 15 0.33 19 0.15 16 0.002 10 NC 33 NC 33 64 min -0.178 31 -0.553 10 -0.14 22 -0.001 19 NC 1 NC 1 65 3 max 0.316 15 0.221 19 0.13 16 0.002 10 NC 33 NC 33 66 min -0.157 31 -0.372 10 -0.137 22 -0.001 19 NC 1 NC 1 67 4 max 0.268 15 0.113 19 0.127 28 0.001 10 NC 33 NC 33 68 min -0.136 31 -0.191 10 -0.135 22 -0.001 19 NC 1 NC 1 69 5 max 0.22 15 0.005 21 0.125 28 0.001 15 NC 33 NC 33 70 min -0.115 31 -0.01 10 -0.132 22 -0.001 19 NC 1 NC 1 71 M723 1 max 0.12 31 0.005 21 0.132 22 0.001 19 NC 33 NC 33 72 min -0.218 15 -0.01 10 -0.127 28 -0.001 10 NC 1 NC 1 73 2 max 0.138 31 0.047 16 0.135 22 0.002 16 NC 33 NC 33 74 min -0.258 15 -0.076 9 -0.13 28 -0.003 10 NC 1 NC 1 75 3 max 0.157 31 0.089 16 0.137 22 0.004 16 NC 33 NC 33 76 min -0.298 15 -0.144 9 -0.133 28 -0.004 10 NC 1 NC 1 77 4 max 0.175 31 0.132 16 0.14 22 0.005 16 NC 33 NC 33 78 min -0.337 17 -0.211 9 -0.135 28 -0.005 10 NC 1 NC 1 79 5 max 0.193 31 0.175 16 0.151 15 0.006 16 NC 33 NC 33 80 min -0.377 16 -0.279 9 -0.138 28 -0.007 15 NC 1 NC 1 81 M724 1 max 0.36 15 0.175 16 0.195 16 0.015 16 NC 33 NC 33 82 min -0.179 31 -0.279 9 -0.136 22 -0.019 10 NC 1 NC 1 83 2 max 0.388 15 0.262 16 0.209 16 0.011 16 NC 33 NC 33 84 min -0.202 31 -0.462 9 -0.133 22 -0.015 10 NC 1 NC 1 85 3 max 0.416 15 0.349 16 0.224 16 0.008 16 NC 33 NC 33 86 min -0.226 31 -0.646 9 -0.131 22 -0.011 10 NC 1 NC 1 87 4 max 0.445 15 0.436 16 0.239 16 0.004 16 NC 33 NC 33 88 min -0.25 31 -0.83 9 -0.138 31 -0.007 10 NC 1 NC 1 89 5 max 0.473 15 0.523 16 0.254 17 0.002 21 NC 33 NC 33 90 min -0.274 31 -1.014 9 -0.151 31 -0.002 9 NC 1 NC 1 91 M725 1 max 0.284 31 0.523 16 0.228 15 0.006 9 NC 33 NC 33 92 min -0.486 15 -1.014 9 -0.13 31 -0.004 16 NC 1 NC 1 93 2 max 0.29 31 0.63 16 0.234 15 0.001 14 NC 33 NC 33 94 min -0.501 15 -1.133 9 -0.132 31 -0.001 17 NC 1 NC 1 95 3 max 0.296 31 0.736 16 0.24 15 0.006 16 NC 33 NC 33 96 min -0.517 15 -1.252 9 -0.134 31 -0.007 15 NC 1 NC 1 97 4 max 0.301 31 0.842 16 0.246 15 0.011 16 NC 33 NC 33 98 min -0.532 15 -1.371 9 -0.136 31 -0.013 15 NC 1 NC 1 99 5 max 0.307 31 0.949 16 0.252 15 0.016 16 NC 33 NC 33 100 min -0.548 15 -1.491 9 -0.139 31 -0.019 15 NC 1 NC 1 101 M726 1 max 0.529 15 0.949 16 0.29 17 0.019 16 NC 33 NC 33 102 min -0.295 31 -1.491 9 -0.164 31 -0.024 9 NC 1 NC 1 103 2 max 0.517 15 0.861 16 0.282 17 0.014 16 NC 33 NC 33 104 min -0.29 31 -1.407 9 -0.16 31 -0.016 15 NC 1 NC 1 105 3 max 0.505 15 0.774 16 0.275 15 0.008 16 NC 33 NC 33 106 min -0.285 31 -1.323 9 -0.156 31 -0.009 15 NC 1 NC 1 107 4 max 0.493 15 0.687 16 0.268 15 0.002 16 NC 33 NC 33 108 min -0.281 31 -1.239 9 -0.152 31 -0.002 15 NC 1 NC 1 109 5 max 0.481 15 0.599 16 0.26 15 0.006 9 NC 33 NC 33 110 min -0.276 31 -1.155 9 -0.148 31 -0.004 16 NC 1 NC 1 111 M727 1 max 0.284 31 0.599 16 0.234 14 0.001 20 NC 33 NC 33 112 min -0.496 15 -1.155 9 -0.133 31 -0.002 9 NC 1 NC 1 113 2 max 0.264 31 0.542 16 0.221 14 0.004 16 NC 33 NC 33 114 min -0.473 15 -1.011 9 -0.13 28 -0.007 9 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 180 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 115 3 max 0.244 31 0.484 16 0.208 14 0.008 16 NC 33 NC 33 116 min -0.45 15 -0.868 9 -0.132 28 -0.011 9 NC 1 NC 1 117 4 max 0.225 31 0.426 16 0.195 14 0.012 16 NC 33 NC 33 118 min -0.427 15 -0.724 9 -0.135 28 -0.016 9 NC 1 NC 1 119 5 max 0.205 31 0.369 16 0.182 14 0.016 16 NC 33 NC 33 120 min -0.404 15 -0.581 9 -0.137 28 -0.02 9 NC 1 NC 1 121 M728 1 max 0.376 15 0.369 16 0.231 15 0.012 16 NC 33 NC 33 122 min -0.192 31 -0.581 9 -0.13 22 -0.014 15 NC 1 NC 1 123 2 max 0.328 14 0.277 16 0.201 15 0.009 16 NC 33 NC 33 124 min -0.17 31 -0.438 9 -0.127 22 -0.01 15 NC 1 NC 1 125 3 max 0.28 14 0.186 16 0.17 15 0.007 16 NC 33 NC 33 126 min -0.147 31 -0.295 9 -0.124 22 -0.007 15 NC 1 NC 1 127 4 max 0.232 14 0.095 16 0.14 15 0.004 16 NC 33 NC 33 128 min -0.124 31 -0.152 9 -0.122 22 -0.004 9 NC 1 NC 1 129 5 max 0.184 14 0.006 20 0.12 28 0.001 16 NC 33 NC 33 130 min -0.102 31 -0.009 9 -0.119 22 -0.001 11 NC 1 NC 1 131 M729 1 max 0.104 31 0.006 20 0.126 22 0.001 15 NC 33 NC 33 132 min -0.197 15 -0.009 9 -0.13 28 -0.001 20 NC 1 NC 1 133 2 max 0.124 31 0.112 20 0.128 22 0.001 11 NC 33 NC 33 134 min -0.242 15 -0.149 9 -0.133 28 -0.001 20 NC 1 NC 1 135 3 max 0.143 31 0.219 20 0.131 22 0.001 9 NC 33 NC 33 136 min -0.287 15 -0.288 9 -0.136 28 -0.001 5 NC 1 NC 1 137 4 max 0.163 31 0.326 20 0.138 16 0.001 9 NC 33 NC 33 138 min -0.332 15 -0.428 9 -0.138 28 -0.001 5 NC 1 NC 1 139 5 max 0.182 31 0.432 20 0.154 16 0.002 9 NC 33 NC 33 140 min -0.377 15 -0.568 9 -0.141 28 -0.001 5 NC 1 NC 1 141 M730 1 max 0.346 14 0.432 20 0.206 15 0.012 16 NC 33 NC 33 142 min -0.173 31 -0.568 9 -0.13 22 -0.014 9 NC 1 NC 1 143 2 max 0.375 14 0.62 20 0.22 15 0.01 20 NC 33 NC 33 144 min -0.197 31 -0.826 9 -0.128 22 -0.013 9 NC 1 NC 1 145 3 max 0.405 15 0.808 20 0.233 15 0.008 20 NC 33 NC 33 146 min -0.221 31 -1.083 9 -0.125 22 -0.011 9 NC 1 NC 1 147 4 max 0.434 15 0.995 20 0.247 15 0.007 20 NC 33 NC 33 148 min -0.245 31 -1.34 9 -0.127 31 -0.009 9 NC 1 NC 1 149 5 max 0.464 15 1.183 20 0.26 15 0.005 20 NC 33 NC 33 150 min -0.269 31 -1.598 9 -0.138 31 -0.007 9 NC 1 NC 1 151 M731 1 max 0.271 31 1.183 20 0.231 16 0.006 9 NC 33 NC 33 152 min -0.486 15 -1.598 9 -0.134 31 -0.004 20 NC 1 NC 1 153 2 max 0.278 31 1.33 20 0.235 16 0.004 9 NC 33 NC 33 154 min -0.503 15 -1.791 9 -0.135 31 -0.003 20 NC 1 NC 1 155 3 max 0.285 31 1.477 20 0.239 16 0.003 9 NC 33 NC 33 156 min -0.52 15 -1.984 9 -0.137 31 -0.002 20 NC 1 NC 1 157 4 max 0.291 31 1.624 20 0.243 16 0.001 9 NC 33 NC 33 158 min -0.537 15 -2.178 9 -0.139 28 0 5 NC 1 NC 1 159 5 max 0.298 31 1.771 20 0.248 16 0.002 14 NC 33 NC 33 160 min -0.554 15 -2.371 9 -0.141 28 -0.001 17 NC 1 NC 1 161 M732 1 max 0.513 15 1.771 20 0.309 15 0.005 16 NC 33 NC 33 162 min -0.29 31 -2.371 9 -0.156 31 -0.005 15 NC 1 NC 1 163 2 max 0.503 15 1.691 20 0.299 15 0.004 16 NC 33 NC 33 164 min -0.287 31 -2.269 9 -0.152 31 -0.004 15 NC 1 NC 1 165 3 max 0.493 15 1.612 20 0.289 15 0.002 16 NC 33 NC 33 166 min -0.284 31 -2.167 9 -0.147 31 -0.002 15 NC 1 NC 1 167 4 max 0.482 14 1.532 20 0.278 15 0.001 9 NC 33 NC 33 168 min -0.282 31 -2.066 9 -0.143 31 0 5 NC 1 NC 1 169 5 max 0.473 14 1.452 20 0.268 15 0.003 9 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 181 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 170 min -0.279 31 -1.964 9 -0.138 31 -0.002 20 NC 1 NC 1 171 M733 1 max 0.277 31 1.452 20 0.24 16 0.004 20 NC 33 NC 33 172 min -0.497 15 -1.964 9 -0.142 31 -0.006 9 NC 1 NC 1 173 2 max 0.263 31 1.326 20 0.228 16 0.005 20 NC 33 NC 33 174 min -0.478 15 -1.787 9 -0.136 28 -0.007 9 NC 1 NC 1 175 3 max 0.248 31 1.199 20 0.215 16 0.006 20 NC 33 NC 33 176 min -0.459 15 -1.61 9 -0.139 28 -0.008 9 NC 1 NC 1 177 4 max 0.233 31 1.072 20 0.203 16 0.007 20 NC 33 NC 33 178 min -0.441 15 -1.434 9 -0.141 28 -0.01 9 NC 1 NC 1 179 5 max 0.219 31 0.946 20 0.19 16 0.008 20 NC 33 NC 33 180 min -0.422 15 -1.257 9 -0.144 28 -0.011 9 NC 1 NC 1 181 M734 1 max 0.389 16 0.946 20 0.245 15 0.006 9 NC 33 NC 33 182 min -0.214 31 -1.257 9 -0.127 22 -0.004 20 NC 1 NC 1 183 2 max 0.347 16 0.71 20 0.214 15 0.006 9 NC 33 NC 33 184 min -0.193 31 -0.944 9 -0.125 22 -0.004 20 NC 1 NC 1 185 3 max 0.304 16 0.475 20 0.184 15 0.006 9 NC 33 NC 33 186 min -0.173 31 -0.632 9 -0.122 22 -0.004 20 NC 1 NC 1 187 4 max 0.261 16 0.239 20 0.153 15 0.006 9 NC 33 NC 33 188 min -0.152 31 -0.319 9 -0.119 22 -0.004 20 NC 1 NC 1 189 5 max 0.219 16 0.004 20 0.129 28 0.006 9 NC 33 NC 33 190 min -0.132 31 -0.006 9 -0.116 22 -0.004 20 NC 1 NC 1 191 M735 1 max 0.231 15 0.005 20 0.142 28 0.007 9 NC 33 NC 33 192 min -0.118 31 -0.007 9 -0.124 22 -0.005 20 NC 1 NC 1 193 2 max 0.269 15 0.216 20 0.139 28 0.007 9 NC 33 NC 33 194 min -0.142 31 -0.29 9 -0.148 16 -0.006 20 NC 1 NC 1 195 3 max 0.306 15 0.427 20 0.136 28 0.008 9 NC 33 NC 33 196 min -0.167 31 -0.573 9 -0.172 16 -0.006 20 NC 1 NC 1 197 4 max 0.344 15 0.638 20 0.133 28 0.008 9 NC 33 NC 33 198 min -0.191 31 -0.857 9 -0.196 16 -0.006 20 NC 1 NC 1 199 5 max 0.381 15 0.849 20 0.132 31 0.009 9 NC 33 NC 33 200 min -0.215 31 -1.14 9 -0.221 16 -0.007 20 NC 1 NC 1 201 M736 1 max 0.235 31 0.849 20 0.122 22 0.005 20 NC 33 NC 33 202 min -0.39 16 -1.14 9 -0.189 15 -0.007 9 NC 1 NC 1 203 2 max 0.246 31 1.041 20 0.125 22 0.004 20 NC 33 NC 33 204 min -0.416 16 -1.395 9 -0.207 15 -0.006 9 NC 1 NC 1 205 3 max 0.257 31 1.232 20 0.127 22 0.004 20 NC 33 NC 33 206 min -0.441 16 -1.65 9 -0.225 15 -0.006 9 NC 1 NC 1 207 4 max 0.268 31 1.423 20 0.129 22 0.003 20 NC 33 NC 33 208 min -0.466 14 -1.905 9 -0.243 15 -0.005 9 NC 1 NC 1 209 5 max 0.279 31 1.614 20 0.132 22 0.002 20 NC 33 NC 33 210 min -0.491 14 -2.159 9 -0.261 15 -0.004 9 NC 1 NC 1 211 M737 1 max 0.502 15 1.614 20 0.148 31 0.006 15 NC 33 NC 33 212 min -0.268 31 -2.159 9 -0.263 16 -0.006 16 NC 1 NC 1 213 2 max 0.507 15 1.609 20 0.153 31 0.005 15 NC 33 NC 33 214 min -0.272 31 -2.159 9 -0.269 16 -0.004 16 NC 1 NC 1 215 3 max 0.512 15 1.604 20 0.158 31 0.003 15 NC 33 NC 33 216 min -0.277 31 -2.159 9 -0.276 16 -0.003 16 NC 1 NC 1 217 4 max 0.516 15 1.599 20 0.163 31 0.002 15 NC 33 NC 33 218 min -0.282 31 -2.159 9 -0.283 16 -0.002 16 NC 1 NC 1 219 5 max 0.521 15 1.594 20 0.168 31 0 20 NC 33 NC 33 220 min -0.287 31 -2.159 9 -0.289 16 -0.001 28 NC 1 NC 1 221 M738 1 max 0.306 31 1.594 20 0.13 31 0.003 9 NC 33 NC 33 222 min -0.532 15 -2.159 9 -0.254 15 -0.002 20 NC 1 NC 1 223 2 max 0.296 31 1.524 20 0.128 31 0.005 9 NC 33 NC 33 224 min -0.522 15 -2.058 9 -0.253 15 -0.004 20 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 182 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 225 3 max 0.286 31 1.455 20 0.129 22 0.007 9 NC 33 NC 33 226 min -0.512 15 -1.957 9 -0.252 15 -0.006 20 NC 1 NC 1 227 4 max 0.277 31 1.386 20 0.131 22 0.009 9 NC 33 NC 33 228 min -0.502 15 -1.857 9 -0.251 15 -0.008 20 NC 1 NC 1 229 5 max 0.267 31 1.316 20 0.134 22 0.011 9 NC 33 NC 33 230 min -0.492 15 -1.756 9 -0.251 15 -0.009 16 NC 1 NC 1 231 M739 1 max 0.495 15 1.316 20 0.142 31 0.001 5 NC 33 NC 33 232 min -0.257 31 -1.756 9 -0.261 16 -0.002 9 NC 1 NC 1 233 2 max 0.453 15 1.084 20 0.133 28 0.002 5 NC 33 NC 33 234 min -0.239 31 -1.445 9 -0.242 16 -0.003 9 NC 1 NC 1 235 3 max 0.412 15 0.851 20 0.13 28 0.002 20 NC 33 NC 33 236 min -0.22 31 -1.134 9 -0.223 16 -0.004 9 NC 1 NC 1 237 4 max 0.37 15 0.618 20 0.128 28 0.003 20 NC 33 NC 33 238 min -0.202 31 -0.823 9 -0.204 16 -0.005 9 NC 1 NC 1 239 5 max 0.329 15 0.385 20 0.125 28 0.004 20 NC 33 NC 33 240 min -0.184 31 -0.513 9 -0.185 16 -0.006 9 NC 1 NC 1 241 M740 1 max 0.199 31 0.385 20 0.127 22 0.007 9 NC 33 NC 33 242 min -0.342 15 -0.513 9 -0.148 15 -0.005 20 NC 1 NC 1 243 2 max 0.175 31 0.291 20 0.129 22 0.006 9 NC 33 NC 33 244 min -0.308 15 -0.388 9 -0.136 15 -0.004 20 NC 1 NC 1 245 3 max 0.152 31 0.197 20 0.132 22 0.004 9 NC 33 NC 33 246 min -0.275 15 -0.263 9 -0.135 28 -0.003 20 NC 1 NC 1 247 4 max 0.128 31 0.103 20 0.135 22 0.003 9 NC 33 NC 33 248 min -0.242 14 -0.138 9 -0.137 28 -0.002 20 NC 1 NC 1 249 5 max 0.105 31 0.008 20 0.137 22 0.001 11 NC 33 NC 33 250 min -0.209 14 -0.014 9 -0.139 28 -0.002 16 NC 1 NC 1 251 M741 1 max 0.206 15 0.008 20 0.131 28 0.001 20 NC 33 NC 33 252 min -0.099 31 -0.014 9 -0.127 22 -0.001 15 NC 1 NC 1 253 2 max 0.243 15 0.077 16 0.129 28 0.001 10 NC 33 NC 33 254 min -0.125 31 -0.145 9 -0.14 16 -0.001 19 NC 1 NC 1 255 3 max 0.281 15 0.146 16 0.126 28 0.001 9 NC 33 NC 33 256 min -0.152 31 -0.277 9 -0.165 16 -0.001 21 NC 1 NC 1 257 4 max 0.319 15 0.215 16 0.124 28 0.002 9 NC 33 NC 33 258 min -0.178 31 -0.408 9 -0.19 16 -0.001 20 NC 1 NC 1 259 5 max 0.356 15 0.283 16 0.124 31 0.004 9 NC 33 NC 33 260 min -0.204 31 -0.539 9 -0.215 14 -0.002 20 NC 1 NC 1 261 M742 1 max 0.219 31 0.283 16 0.127 22 0.004 16 NC 33 NC 33 262 min -0.376 15 -0.539 9 -0.173 15 -0.007 9 NC 1 NC 1 263 2 max 0.233 31 0.411 16 0.13 22 0.001 21 NC 33 NC 33 264 min -0.41 15 -0.716 9 -0.19 15 -0.002 10 NC 1 NC 1 265 3 max 0.248 31 0.538 16 0.132 22 0.005 15 NC 33 NC 33 266 min -0.443 15 -0.892 9 -0.207 15 -0.004 16 NC 1 NC 1 267 4 max 0.263 31 0.665 16 0.135 22 0.01 15 NC 33 NC 33 268 min -0.476 15 -1.068 9 -0.224 15 -0.009 16 NC 1 NC 1 269 5 max 0.277 31 0.792 16 0.138 22 0.016 15 NC 33 NC 33 270 min -0.509 15 -1.244 9 -0.241 15 -0.013 16 NC 1 NC 1 271 M743 1 max 0.497 15 0.792 16 0.144 31 0.025 9 NC 33 NC 33 272 min -0.27 31 -1.244 9 -0.266 14 -0.02 16 NC 1 NC 1 273 2 max 0.503 15 0.772 16 0.149 31 0.018 9 NC 33 NC 33 274 min -0.277 31 -1.279 9 -0.271 14 -0.015 16 NC 1 NC 1 275 3 max 0.508 15 0.753 16 0.154 31 0.011 9 NC 33 NC 33 276 min -0.285 31 -1.314 9 -0.276 15 -0.009 16 NC 1 NC 1 277 4 max 0.514 15 0.734 16 0.158 31 0.004 9 NC 33 NC 33 278 min -0.292 31 -1.348 9 -0.281 15 -0.003 16 NC 1 NC 1 279 5 max 0.52 15 0.714 16 0.163 31 0.002 16 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 183 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 280 min -0.299 31 -1.383 9 -0.287 15 -0.003 15 NC 1 NC 1 281 M744 1 max 0.309 31 0.714 16 0.142 31 0.001 16 NC 33 NC 33 282 min -0.54 15 -1.383 9 -0.246 17 -0.002 15 NC 1 NC 1 283 2 max 0.301 31 0.709 16 0.139 31 0.005 9 NC 33 NC 33 284 min -0.532 15 -1.31 9 -0.242 17 -0.004 16 NC 1 NC 1 285 3 max 0.292 31 0.704 16 0.136 31 0.011 9 NC 33 NC 33 286 min -0.523 15 -1.238 9 -0.238 17 -0.009 16 NC 1 NC 1 287 4 max 0.283 31 0.699 16 0.137 22 0.017 9 NC 33 NC 33 288 min -0.514 15 -1.165 9 -0.235 16 -0.013 16 NC 1 NC 1 289 5 max 0.275 31 0.694 16 0.14 22 0.023 9 NC 33 NC 33 290 min -0.506 15 -1.093 9 -0.232 16 -0.018 16 NC 1 NC 1 291 M745 1 max 0.486 17 0.694 16 0.143 31 0.017 15 NC 33 NC 33 292 min -0.268 31 -1.093 9 -0.269 15 -0.014 16 NC 1 NC 1 293 2 max 0.448 17 0.554 16 0.133 31 0.012 15 NC 33 NC 33 294 min -0.25 31 -0.884 9 -0.248 15 -0.01 16 NC 1 NC 1 295 3 max 0.409 17 0.414 16 0.126 28 0.006 15 NC 33 NC 33 296 min -0.232 31 -0.675 9 -0.227 15 -0.005 16 NC 1 NC 1 297 4 max 0.37 17 0.274 16 0.123 28 0.001 17 NC 33 NC 33 298 min -0.214 31 -0.467 9 -0.206 15 -0.001 14 NC 1 NC 1 299 5 max 0.331 17 0.133 16 0.121 28 0.003 16 NC 33 NC 33 300 min -0.196 31 -0.258 9 -0.186 15 -0.005 9 NC 1 NC 1 301 M746 1 max 0.206 31 0.133 16 0.134 22 0.004 9 NC 33 NC 33 302 min -0.356 15 -0.258 9 -0.134 16 -0.002 21 NC 1 NC 1 303 2 max 0.183 31 0.102 16 0.137 22 0.003 9 NC 33 NC 33 304 min -0.328 15 -0.197 9 -0.129 28 -0.001 20 NC 1 NC 1 305 3 max 0.161 31 0.071 16 0.139 22 0.002 9 NC 33 NC 33 306 min -0.299 15 -0.136 9 -0.132 28 -0.001 16 NC 1 NC 1 307 4 max 0.138 31 0.04 16 0.141 22 0.001 11 NC 33 NC 33 308 min -0.27 15 -0.075 9 -0.134 28 -0.001 16 NC 1 NC 1 309 5 max 0.116 31 0.008 16 0.144 22 0.001 19 NC 33 NC 33 310 min -0.241 15 -0.016 10 -0.136 28 -0.001 15 NC 1 NC 1 311 M747 1 max 0.232 14 0.008 16 0.135 28 0.002 10 NC 33 NC 33 312 min -0.117 31 -0.016 10 -0.141 22 -0.002 16 NC 1 NC 1 313 2 max 0.267 15 0.104 19 0.133 28 0.003 10 NC 33 NC 33 314 min -0.143 31 -0.177 10 -0.139 22 -0.002 19 NC 1 NC 1 315 3 max 0.303 15 0.2 19 0.13 28 0.005 10 NC 33 NC 33 316 min -0.168 31 -0.338 10 -0.137 22 -0.003 19 NC 1 NC 1 317 4 max 0.339 15 0.297 19 0.128 28 0.007 10 NC 33 NC 33 318 min -0.193 31 -0.499 10 -0.151 15 -0.004 19 NC 1 NC 1 319 5 max 0.375 15 0.393 19 0.125 28 0.009 10 NC 33 NC 33 320 min -0.219 31 -0.66 10 -0.166 15 -0.005 19 NC 1 NC 1 321 M748 1 max 0.204 31 0.393 19 0.127 22 0.004 19 NC 33 NC 33 322 min -0.364 15 -0.66 10 -0.194 16 -0.008 10 NC 1 NC 1 323 2 max 0.223 31 0.604 19 0.129 22 0.003 19 NC 33 NC 33 324 min -0.408 15 -1.052 10 -0.217 16 -0.006 10 NC 1 NC 1 325 3 max 0.242 31 0.815 19 0.139 31 0.002 19 NC 33 NC 33 326 min -0.452 15 -1.445 10 -0.24 16 -0.005 10 NC 1 NC 1 327 4 max 0.262 31 1.026 19 0.15 31 0.002 19 NC 33 NC 33 328 min -0.496 15 -1.837 10 -0.263 16 -0.003 10 NC 1 NC 1 329 5 max 0.281 31 1.237 19 0.16 31 0.001 19 NC 33 NC 33 330 min -0.54 15 -2.229 10 -0.286 16 -0.002 10 NC 1 NC 1 331 M749 1 max 0.542 15 1.237 19 0.131 28 0.015 10 NC 33 NC 33 332 min -0.296 31 -2.229 10 -0.27 15 -0.01 16 NC 1 NC 1 333 2 max 0.552 15 1.293 19 0.134 31 0.012 10 NC 33 NC 33 334 min -0.306 31 -2.353 10 -0.273 15 -0.008 16 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 184 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 335 3 max 0.562 15 1.349 19 0.137 31 0.009 10 NC 33 NC 33 336 min -0.316 31 -2.477 10 -0.276 15 -0.006 16 NC 1 NC 1 337 4 max 0.572 15 1.405 19 0.141 31 0.007 10 NC 33 NC 33 338 min -0.326 31 -2.601 10 -0.278 15 -0.004 16 NC 1 NC 1 339 5 max 0.582 15 1.461 19 0.145 31 0.004 10 NC 33 NC 33 340 min -0.336 31 -2.725 10 -0.281 15 -0.002 21 NC 1 NC 1 341 M750 1 max 0.317 31 1.461 19 0.184 31 0 6 NC 33 NC 33 342 min -0.573 15 -2.725 10 -0.307 16 -0.001 10 NC 1 NC 1 343 2 max 0.31 31 1.455 19 0.179 31 0.001 15 NC 33 NC 33 344 min -0.568 15 -2.725 10 -0.302 16 -0.002 16 NC 1 NC 1 345 3 max 0.304 31 1.45 19 0.175 31 0.003 10 NC 33 NC 33 346 min -0.562 15 -2.725 10 -0.297 16 -0.003 16 NC 1 NC 1 347 4 max 0.297 31 1.444 19 0.17 31 0.005 10 NC 33 NC 33 348 min -0.557 15 -2.725 10 -0.293 16 -0.004 16 NC 1 NC 1 349 5 max 0.29 31 1.438 19 0.166 31 0.008 10 NC 33 NC 33 350 min -0.551 15 -2.725 10 -0.288 16 -0.006 16 NC 1 NC 1 351 M751 1 max 0.544 15 1.438 19 0.134 31 0.002 19 NC 33 NC 33 352 min -0.306 31 -2.725 10 -0.283 15 -0.005 10 NC 1 NC 1 353 2 max 0.514 15 1.264 19 0.126 28 0.003 19 NC 33 NC 33 354 min -0.293 31 -2.403 10 -0.265 15 -0.006 10 NC 1 NC 1 355 3 max 0.484 15 1.089 19 0.124 28 0.003 19 NC 33 NC 33 356 min -0.28 31 -2.08 10 -0.247 15 -0.007 10 NC 1 NC 1 357 4 max 0.454 15 0.915 19 0.122 28 0.004 19 NC 33 NC 33 358 min -0.267 31 -1.758 10 -0.229 15 -0.008 10 NC 1 NC 1 359 5 max 0.424 15 0.74 19 0.119 28 0.005 19 NC 33 NC 33 360 min -0.253 31 -1.436 10 -0.211 15 -0.009 10 NC 1 NC 1 361 M752 1 max 0.234 31 0.74 19 0.141 31 0.011 10 NC 33 NC 33 362 min -0.424 15 -1.436 10 -0.229 16 -0.006 19 NC 1 NC 1 363 2 max 0.207 31 0.556 19 0.133 22 0.01 10 NC 33 NC 33 364 min -0.382 15 -1.079 10 -0.205 16 -0.006 19 NC 1 NC 1 365 3 max 0.18 31 0.372 19 0.136 22 0.01 10 NC 33 NC 33 366 min -0.341 15 -0.722 10 -0.181 16 -0.005 19 NC 1 NC 1 367 4 max 0.153 31 0.188 19 0.139 22 0.009 10 NC 33 NC 33 368 min -0.299 15 -0.365 10 -0.157 16 -0.005 19 NC 1 NC 1 369 5 max 0.126 31 0.004 19 0.142 22 0.008 10 NC 33 NC 33 370 min -0.257 15 -0.008 10 -0.133 16 -0.005 16 NC 1 NC 1 371 M753 1 max 0.013 31 0.006 16 0.013 21 0.002 21 NC 33 NC 33 372 min -0.014 15 -0.006 31 -0.016 10 -0.002 15 NC 1 NC 1 373 2 max 0.043 31 0.033 16 0.044 22 0.001 22 NC 33 NC 33 374 min -0.073 15 -0.02 31 -0.045 28 -0.001 28 NC 1 NC 1 375 3 max 0.073 31 0.059 16 0.083 22 0.003 10 NC 33 NC 33 376 min -0.132 15 -0.034 31 -0.077 28 -0.002 16 NC 1 NC 1 377 4 max 0.103 31 0.086 16 0.122 22 0.006 10 NC 33 NC 33 378 min -0.191 15 -0.049 31 -0.108 28 -0.004 16 NC 1 NC 1 379 5 max 0.133 31 0.112 16 0.161 22 0.008 10 NC 33 NC 33 380 min -0.25 15 -0.063 31 -0.14 28 -0.005 16 NC 1 NC 1 381 M754 1 max 0.025 15 0.002 31 0.012 28 0.002 28 NC 33 NC 33 382 min -0.008 31 -0.009 15 -0.014 22 -0.002 22 NC 1 NC 1 383 2 max 0.075 15 0.011 31 0.043 28 0.002 28 NC 33 NC 33 384 min -0.037 31 -0.026 15 -0.046 22 -0.002 22 NC 1 NC 1 385 3 max 0.124 15 0.019 31 0.074 28 0.001 28 NC 33 NC 33 386 min -0.065 31 -0.044 15 -0.078 22 -0.001 22 NC 1 NC 1 387 4 max 0.173 15 0.028 31 0.105 28 0.001 28 NC 33 NC 33 388 min -0.093 31 -0.061 15 -0.11 22 -0.001 22 NC 1 NC 1 389 5 max 0.222 15 0.036 31 0.136 28 0.001 10 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 185 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 390 min -0.121 31 -0.079 15 -0.142 22 -0.001 19 NC 1 NC 1 391 M755 1 max 0.013 31 0.007 16 0.014 22 0.002 22 NC 33 NC 33 392 min -0.024 15 -0.004 31 -0.012 28 -0.002 28 NC 1 NC 1 393 2 max 0.039 31 0.025 16 0.049 22 0.002 22 NC 33 NC 33 394 min -0.08 15 -0.013 31 -0.046 28 -0.002 28 NC 1 NC 1 395 3 max 0.066 31 0.043 16 0.084 22 0.001 22 NC 33 NC 33 396 min -0.136 15 -0.022 31 -0.079 28 -0.001 28 NC 1 NC 1 397 4 max 0.092 31 0.061 16 0.119 22 0.001 19 NC 33 NC 33 398 min -0.192 15 -0.031 31 -0.113 28 -0.001 28 NC 1 NC 1 399 5 max 0.119 31 0.079 16 0.153 22 0.001 19 NC 33 NC 33 400 min -0.248 15 -0.041 31 -0.146 28 -0.001 10 NC 1 NC 1 401 M756 1 max 0.023 15 0.002 31 0.015 28 0.002 28 NC 33 NC 33 402 min -0.008 31 -0.008 15 -0.013 22 -0.002 22 NC 1 NC 1 403 2 max 0.068 15 0.01 31 0.046 28 0.002 28 NC 33 NC 33 404 min -0.034 31 -0.024 15 -0.044 22 -0.002 22 NC 1 NC 1 405 3 max 0.112 15 0.017 31 0.077 28 0.001 28 NC 33 NC 33 406 min -0.059 31 -0.039 15 -0.075 22 -0.001 22 NC 1 NC 1 407 4 max 0.156 15 0.024 31 0.109 28 0.001 28 NC 33 NC 33 408 min -0.085 31 -0.055 15 -0.106 22 -0.001 22 NC 1 NC 1 409 5 max 0.201 15 0.032 31 0.14 28 0.001 20 NC 33 NC 33 410 min -0.111 31 -0.07 15 -0.137 22 -0.001 11 NC 1 NC 1 411 M757 1 max 0.012 31 0.006 16 0.013 22 0.002 22 NC 33 NC 33 412 min -0.022 15 -0.004 31 -0.014 28 -0.002 28 NC 1 NC 1 413 2 max 0.036 31 0.023 16 0.046 22 0.002 22 NC 33 NC 33 414 min -0.072 15 -0.012 31 -0.048 28 -0.002 28 NC 1 NC 1 415 3 max 0.06 31 0.039 16 0.08 22 0.001 22 NC 33 NC 33 416 min -0.123 15 -0.02 31 -0.083 28 -0.001 28 NC 1 NC 1 417 4 max 0.084 31 0.055 16 0.114 22 0.001 22 NC 33 NC 33 418 min -0.174 15 -0.029 31 -0.117 28 -0.001 28 NC 1 NC 1 419 5 max 0.108 31 0.072 16 0.148 22 0.001 11 NC 33 NC 33 420 min -0.225 15 -0.037 31 -0.151 28 -0.001 20 NC 1 NC 1 421 M758 1 max 0.023 15 0.003 31 0.012 16 0.002 16 NC 33 NC 33 422 min -0.007 31 -0.011 15 -0.018 9 -0.002 9 NC 1 NC 1 423 2 max 0.07 15 0.016 31 0.04 28 0.001 16 NC 33 NC 33 424 min -0.037 31 -0.033 15 -0.044 22 -0.001 22 NC 1 NC 1 425 3 max 0.116 15 0.03 31 0.076 28 0.002 15 NC 33 NC 33 426 min -0.068 31 -0.056 15 -0.073 22 -0.002 20 NC 1 NC 1 427 4 max 0.165 16 0.043 31 0.112 28 0.004 9 NC 33 NC 33 428 min -0.099 31 -0.078 15 -0.102 22 -0.003 20 NC 1 NC 1 429 5 max 0.214 16 0.056 31 0.148 28 0.006 9 NC 33 NC 33 430 min -0.129 31 -0.101 15 -0.132 22 -0.005 20 NC 1 NC 1 431 M759 1 max 0.012 31 0.006 16 0.016 9 0.002 15 NC 33 NC 33 432 min -0.013 15 -0.005 31 -0.008 5 -0.001 5 NC 1 NC 1 433 2 max 0.04 31 0.03 16 0.046 22 0.001 22 NC 33 NC 33 434 min -0.065 15 -0.019 31 -0.043 28 -0.001 28 NC 1 NC 1 435 3 max 0.068 31 0.054 16 0.078 22 0.002 16 NC 33 NC 33 436 min -0.118 15 -0.032 31 -0.082 28 -0.002 9 NC 1 NC 1 437 4 max 0.096 31 0.078 16 0.11 22 0.004 16 NC 33 NC 33 438 min -0.17 15 -0.045 31 -0.12 28 -0.004 9 NC 1 NC 1 439 5 max 0.124 31 0.103 16 0.141 22 0.005 20 NC 33 NC 33 440 min -0.222 15 -0.058 31 -0.159 28 -0.007 9 NC 1 NC 1 441 M760 1 max 0.019 15 0.003 31 0.009 5 0.002 16 NC 33 NC 33 442 min -0.007 31 -0.009 15 -0.019 9 -0.003 9 NC 1 NC 1 443 2 max 0.064 16 0.017 31 0.03 28 0.001 16 NC 33 NC 33 444 min -0.039 31 -0.029 15 -0.044 22 -0.001 22 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 186 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 445 3 max 0.109 16 0.03 31 0.057 28 0.002 15 NC 33 NC 33 446 min -0.071 31 -0.05 15 -0.075 22 -0.002 20 NC 1 NC 1 447 4 max 0.154 16 0.044 31 0.085 28 0.003 9 NC 33 NC 33 448 min -0.102 31 -0.071 15 -0.105 22 -0.003 20 NC 1 NC 1 449 5 max 0.2 16 0.057 31 0.112 28 0.005 9 NC 33 NC 33 450 min -0.134 31 -0.091 15 -0.136 22 -0.004 20 NC 1 NC 1 451 M761 1 max 0.474 16 0.564 20 0.136 31 0.005 9 NC 33 NC 33 452 min -0.282 31 -1.152 9 -0.275 15 -0.003 20 NC 1 NC 1 453 2 max 0.482 16 0.575 20 0.139 31 0.004 9 NC 33 NC 33 454 min -0.29 31 -1.208 9 -0.285 15 -0.002 20 NC 1 NC 1 455 3 max 0.49 16 0.585 20 0.142 31 0.003 9 NC 33 NC 33 456 min -0.297 31 -1.264 9 -0.294 15 -0.002 21 NC 1 NC 1 457 4 max 0.498 16 0.596 20 0.145 31 0.002 10 NC 33 NC 33 458 min -0.305 31 -1.32 9 -0.303 15 -0.001 21 NC 1 NC 1 459 5 max 0.506 16 0.62 21 0.148 31 0.001 18 NC 33 NC 33 460 min -0.312 31 -1.376 9 -0.312 15 -0.001 19 NC 1 NC 1 461 M762 1 max 0.222 31 0.251 20 0.131 22 0.002 21 NC 33 NC 33 462 min -0.362 15 -0.513 9 -0.165 16 -0.004 9 NC 1 NC 1 463 2 max 0.236 31 0.329 20 0.13 22 0.002 21 NC 33 NC 33 464 min -0.396 15 -0.673 9 -0.183 16 -0.004 9 NC 1 NC 1 465 3 max 0.25 31 0.407 20 0.132 31 0.002 21 NC 33 NC 33 466 min -0.43 15 -0.832 9 -0.2 16 -0.003 9 NC 1 NC 1 467 4 max 0.264 31 0.486 20 0.139 31 0.001 21 NC 33 NC 33 468 min -0.463 15 -0.992 9 -0.218 16 -0.003 10 NC 1 NC 1 469 5 max 0.278 31 0.564 20 0.145 31 0.001 21 NC 33 NC 33 470 min -0.497 15 -1.152 9 -0.235 16 -0.003 10 NC 1 NC 1 471 M763 1 max 0.287 31 1.341 20 0.248 15 0.003 20 NC 33 NC 33 472 min -0.462 16 -1.855 9 -0.126 31 -0.005 9 NC 1 NC 1 473 2 max 0.273 31 1.209 20 0.23 15 0.004 20 NC 33 NC 33 474 min -0.442 16 -1.666 9 -0.118 31 -0.006 9 NC 1 NC 1 475 3 max 0.258 31 1.078 20 0.212 15 0.005 20 NC 33 NC 33 476 min -0.423 17 -1.477 9 -0.11 31 -0.007 9 NC 1 NC 1 477 4 max 0.244 31 0.946 20 0.194 15 0.006 20 NC 33 NC 33 478 min -0.404 17 -1.289 9 -0.107 28 -0.008 9 NC 1 NC 1 479 5 max 0.23 31 0.815 20 0.176 15 0.007 20 NC 33 NC 33 480 min -0.385 17 -1.1 9 -0.109 28 -0.009 9 NC 1 NC 1 481 M764 1 max 0.36 15 0.266 20 0.216 16 0.004 9 NC 33 NC 33 482 min -0.195 31 -0.529 9 -0.132 31 -0.002 21 NC 1 NC 1 483 2 max 0.311 15 0.201 20 0.184 16 0.003 9 NC 33 NC 33 484 min -0.171 31 -0.399 9 -0.12 22 -0.001 21 NC 1 NC 1 485 3 max 0.261 15 0.136 20 0.153 16 0.002 10 NC 33 NC 33 486 min -0.146 31 -0.269 9 -0.121 22 -0.001 21 NC 1 NC 1 487 4 max 0.212 15 0.071 20 0.122 16 0.001 15 NC 33 NC 33 488 min -0.122 31 -0.139 9 -0.122 22 -0.001 19 NC 1 NC 1 489 5 max 0.163 15 0.006 20 0.09 16 0.001 16 NC 33 NC 33 490 min -0.098 31 -0.009 9 -0.123 22 -0.001 9 NC 1 NC 1 491 M765 1 max 0.324 15 0.38 20 0.181 16 0.006 20 NC 33 NC 33 492 min -0.177 31 -0.516 9 -0.119 22 -0.008 9 NC 1 NC 1 493 2 max 0.357 15 0.563 20 0.196 16 0.006 20 NC 33 NC 33 494 min -0.2 31 -0.775 9 -0.123 31 -0.008 9 NC 1 NC 1 495 3 max 0.39 15 0.746 20 0.211 16 0.006 20 NC 33 NC 33 496 min -0.222 31 -1.033 9 -0.134 31 -0.007 9 NC 1 NC 1 497 4 max 0.423 15 0.928 20 0.225 16 0.006 20 NC 33 NC 33 498 min -0.244 31 -1.291 9 -0.145 31 -0.007 9 NC 1 NC 1 499 5 max 0.456 15 1.111 20 0.24 16 0.005 20 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 187 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 500 min -0.266 31 -1.55 9 -0.157 31 -0.007 9 NC 1 NC 1 501 M766 1 max 0.452 15 0.751 19 0.199 16 0.006 19 NC 33 NC 33 502 min -0.236 31 -1.447 10 -0.132 22 -0.011 10 NC 1 NC 1 503 2 max 0.477 15 0.874 19 0.214 16 0.005 19 NC 33 NC 33 504 min -0.253 31 -1.69 10 -0.142 31 -0.01 10 NC 1 NC 1 505 3 max 0.501 15 0.996 19 0.23 16 0.005 19 NC 33 NC 33 506 min -0.27 31 -1.933 10 -0.154 31 -0.009 10 NC 1 NC 1 507 4 max 0.526 15 1.119 19 0.245 16 0.005 19 NC 33 NC 33 508 min -0.286 31 -2.176 10 -0.166 31 -0.008 10 NC 1 NC 1 509 5 max 0.551 15 1.242 19 0.26 16 0.004 19 NC 33 NC 33 510 min -0.303 31 -2.419 10 -0.179 31 -0.007 10 NC 1 NC 1 511 M767 1 max 0.215 31 0.124 20 0.151 10 0.005 9 NC 33 NC 33 512 min -0.342 15 -0.28 9 -0.139 16 -0.003 21 NC 1 NC 1 513 2 max 0.191 31 0.093 20 0.142 10 0.004 9 NC 33 NC 33 514 min -0.308 15 -0.212 9 -0.125 16 -0.002 21 NC 1 NC 1 515 3 max 0.168 31 0.063 20 0.135 22 0.003 9 NC 33 NC 33 516 min -0.274 15 -0.144 9 -0.111 16 -0.001 20 NC 1 NC 1 517 4 max 0.144 31 0.032 20 0.133 22 0.001 9 NC 33 NC 33 518 min -0.24 15 -0.077 9 -0.097 28 -0.001 16 NC 1 NC 1 519 5 max 0.121 31 0.005 21 0.131 22 0.001 19 NC 33 NC 33 520 min -0.206 15 -0.011 10 -0.1 28 -0.001 10 NC 1 NC 1 521 M768 1 max 0.312 31 1.398 19 0.207 31 0 28 NC 33 NC 33 522 min -0.577 15 -2.667 10 -0.312 16 -0.001 10 NC 1 NC 1 523 2 max 0.307 31 1.374 19 0.2 31 0.001 10 NC 33 NC 33 524 min -0.569 15 -2.621 10 -0.304 16 -0.001 19 NC 1 NC 1 525 3 max 0.302 31 1.351 19 0.194 31 0.003 10 NC 33 NC 33 526 min -0.561 15 -2.574 10 -0.297 16 -0.002 19 NC 1 NC 1 527 4 max 0.297 31 1.327 19 0.187 31 0.005 10 NC 33 NC 33 528 min -0.553 15 -2.528 10 -0.29 16 -0.003 19 NC 1 NC 1 529 5 max 0.292 31 1.304 19 0.18 31 0.007 10 NC 33 NC 33 530 min -0.544 15 -2.481 10 -0.282 16 -0.004 19 NC 1 NC 1 531 M769 1 max 0.118 31 0.006 20 0.13 22 0.001 15 NC 33 NC 33 532 min -0.154 16 -0.009 9 -0.097 28 -0.001 20 NC 1 NC 1 533 2 max 0.138 31 0.1 20 0.128 22 0.002 9 NC 33 NC 33 534 min -0.198 16 -0.136 9 -0.099 28 -0.002 20 NC 1 NC 1 535 3 max 0.158 31 0.193 20 0.127 22 0.003 9 NC 33 NC 33 536 min -0.242 16 -0.263 9 -0.101 28 -0.002 20 NC 1 NC 1 537 4 max 0.178 31 0.287 20 0.139 15 0.005 9 NC 33 NC 33 538 min -0.287 16 -0.39 9 -0.103 28 -0.003 20 NC 1 NC 1 539 5 max 0.198 31 0.38 20 0.152 15 0.006 9 NC 33 NC 33 540 min -0.331 16 -0.516 9 -0.105 28 -0.004 20 NC 1 NC 1 541 M770 1 max 0.233 31 0.777 20 0.126 22 0.005 20 NC 33 NC 33 542 min -0.378 15 -1.06 9 -0.165 16 -0.007 9 NC 1 NC 1 543 2 max 0.244 31 0.932 20 0.125 22 0.005 20 NC 33 NC 33 544 min -0.405 15 -1.273 9 -0.182 16 -0.006 9 NC 1 NC 1 545 3 max 0.255 31 1.088 20 0.126 31 0.004 20 NC 33 NC 33 546 min -0.431 15 -1.485 9 -0.198 16 -0.005 9 NC 1 NC 1 547 4 max 0.265 31 1.243 20 0.133 31 0.003 20 NC 33 NC 33 548 min -0.458 15 -1.697 9 -0.215 16 -0.004 9 NC 1 NC 1 549 5 max 0.276 31 1.399 20 0.139 31 0.002 20 NC 33 NC 33 550 min -0.484 15 -1.909 9 -0.231 16 -0.003 9 NC 1 NC 1 551 M771 1 max 0.463 16 0.479 21 0.136 31 0.002 20 NC 33 NC 33 552 min -0.281 31 -1.034 9 -0.274 15 -0.003 9 NC 1 NC 1 553 2 max 0.426 16 0.387 21 0.125 31 0.002 20 NC 33 NC 33 554 min -0.266 31 -0.845 9 -0.257 15 -0.003 9 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 188 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 555 3 max 0.388 16 0.296 21 0.115 31 0.002 20 NC 33 NC 33 556 min -0.251 31 -0.657 9 -0.24 15 -0.003 9 NC 1 NC 1 557 4 max 0.351 16 0.204 20 0.104 31 0.001 20 NC 33 NC 33 558 min -0.236 31 -0.468 9 -0.223 15 -0.003 9 NC 1 NC 1 559 5 max 0.313 16 0.124 20 0.093 31 0.001 20 NC 33 NC 33 560 min -0.221 31 -0.28 9 -0.206 15 -0.003 9 NC 1 NC 1 561 M772 1 max 0.299 31 0.468 21 0.249 15 0.003 9 NC 33 NC 33 562 min -0.463 16 -1.028 9 -0.114 31 -0.002 20 NC 1 NC 1 563 2 max 0.303 31 0.511 21 0.253 15 0.002 9 NC 33 NC 33 564 min -0.48 16 -1.12 9 -0.118 31 -0.001 20 NC 1 NC 1 565 3 max 0.307 31 0.555 21 0.257 15 0.002 9 NC 33 NC 33 566 min -0.496 16 -1.211 9 -0.121 31 -0.001 20 NC 1 NC 1 567 4 max 0.312 31 0.598 21 0.261 15 0.001 9 NC 33 NC 33 568 min -0.512 16 -1.303 9 -0.125 31 -0.001 20 NC 1 NC 1 569 5 max 0.316 31 0.641 21 0.265 15 0.001 11 NC 33 NC 33 570 min -0.529 16 -1.394 9 -0.129 31 -0.001 18 NC 1 NC 1 571 M773 1 max 0.454 17 1.152 20 0.133 31 0.003 20 NC 33 NC 33 572 min -0.268 31 -1.578 9 -0.258 15 -0.005 9 NC 1 NC 1 573 2 max 0.411 16 0.956 20 0.124 31 0.003 20 NC 33 NC 33 574 min -0.252 31 -1.312 9 -0.241 15 -0.005 9 NC 1 NC 1 575 3 max 0.37 16 0.761 20 0.115 31 0.003 20 NC 33 NC 33 576 min -0.236 31 -1.046 9 -0.224 15 -0.005 9 NC 1 NC 1 577 4 max 0.329 16 0.565 20 0.106 31 0.003 20 NC 33 NC 33 578 min -0.22 31 -0.779 9 -0.207 15 -0.005 9 NC 1 NC 1 579 5 max 0.289 16 0.37 20 0.097 31 0.003 20 NC 33 NC 33 580 min -0.203 31 -0.513 9 -0.19 15 -0.005 9 NC 1 NC 1 581 M774 1 max 0.299 31 0.537 20 0.258 15 0.003 20 NC 33 NC 33 582 min -0.475 16 -1.128 9 -0.119 31 -0.005 9 NC 1 NC 1 583 2 max 0.279 31 0.469 20 0.24 15 0.003 20 NC 33 NC 33 584 min -0.449 16 -0.978 9 -0.11 31 -0.005 9 NC 1 NC 1 585 3 max 0.26 31 0.402 20 0.222 15 0.003 20 NC 33 NC 33 586 min -0.423 16 -0.829 9 -0.102 31 -0.006 9 NC 1 NC 1 587 4 max 0.24 31 0.334 20 0.204 15 0.003 20 NC 33 NC 33 588 min -0.397 16 -0.679 9 -0.1 28 -0.006 9 NC 1 NC 1 589 5 max 0.22 31 0.266 20 0.187 15 0.004 20 NC 33 NC 33 590 min -0.371 16 -0.529 9 -0.102 28 -0.006 9 NC 1 NC 1 591 M775 1 max 0.522 15 0.641 21 0.287 16 0.001 21 NC 33 NC 33 592 min -0.292 31 -1.394 9 -0.177 31 -0.002 9 NC 1 NC 1 593 2 max 0.512 15 0.609 20 0.28 16 0.001 20 NC 33 NC 33 594 min -0.287 31 -1.328 9 -0.175 31 -0.001 9 NC 1 NC 1 595 3 max 0.502 15 0.585 20 0.272 16 0 10 NC 33 NC 33 596 min -0.283 31 -1.261 9 -0.173 31 0 4 NC 1 NC 1 597 4 max 0.491 15 0.561 20 0.265 16 0.002 10 NC 33 NC 33 598 min -0.278 31 -1.195 9 -0.171 31 -0.001 4 NC 1 NC 1 599 5 max 0.481 15 0.537 20 0.258 16 0.003 10 NC 33 NC 33 600 min -0.274 31 -1.128 9 -0.169 31 -0.001 21 NC 1 NC 1 601 M777 1 max 0.507 15 1.543 20 0.28 16 0.003 20 NC 33 NC 33 602 min -0.284 31 -2.116 9 -0.168 31 -0.003 9 NC 1 NC 1 603 2 max 0.499 15 1.492 20 0.271 16 0.001 20 NC 33 NC 33 604 min -0.281 31 -2.05 9 -0.165 31 -0.001 9 NC 1 NC 1 605 3 max 0.49 15 1.442 20 0.262 16 0 9 NC 33 NC 33 606 min -0.278 31 -1.985 9 -0.162 31 0 5 NC 1 NC 1 607 4 max 0.482 15 1.391 20 0.254 16 0.002 9 NC 33 NC 33 608 min -0.275 31 -1.92 9 -0.159 31 -0.001 20 NC 1 NC 1 609 5 max 0.473 15 1.341 20 0.245 16 0.004 9 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 189 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 610 min -0.272 31 -1.855 9 -0.156 31 -0.003 20 NC 1 NC 1 611 M778 1 max 0.343 15 0.125 20 0.187 16 0.003 21 NC 33 NC 33 612 min -0.188 31 -0.274 9 -0.124 22 -0.006 10 NC 1 NC 1 613 2 max 0.372 15 0.202 20 0.204 16 0.003 21 NC 33 NC 33 614 min -0.209 31 -0.463 9 -0.134 31 -0.005 9 NC 1 NC 1 615 3 max 0.402 15 0.29 21 0.221 16 0.003 21 NC 33 NC 33 616 min -0.229 31 -0.651 9 -0.146 31 -0.005 9 NC 1 NC 1 617 4 max 0.431 15 0.379 21 0.238 16 0.003 21 NC 33 NC 33 618 min -0.25 31 -0.84 9 -0.159 31 -0.005 9 NC 1 NC 1 619 5 max 0.461 15 0.468 21 0.255 16 0.003 21 NC 33 NC 33 620 min -0.27 31 -1.028 9 -0.172 31 -0.005 9 NC 1 NC 1 621 M779 1 max 0.298 31 1.484 20 0.147 31 0.002 9 NC 33 NC 33 622 min -0.528 15 -2.067 9 -0.235 16 -0.001 20 NC 1 NC 1 623 2 max 0.29 31 1.401 20 0.144 31 0.003 9 NC 33 NC 33 624 min -0.515 15 -1.945 9 -0.232 16 -0.002 20 NC 1 NC 1 625 3 max 0.282 31 1.318 20 0.141 31 0.005 9 NC 33 NC 33 626 min -0.503 15 -1.823 9 -0.23 16 -0.003 20 NC 1 NC 1 627 4 max 0.275 31 1.235 20 0.139 31 0.006 9 NC 33 NC 33 628 min -0.49 15 -1.7 9 -0.228 16 -0.005 20 NC 1 NC 1 629 5 max 0.267 31 1.152 20 0.136 31 0.007 9 NC 33 NC 33 630 min -0.478 15 -1.578 9 -0.225 16 -0.006 20 NC 1 NC 1 631 M780 1 max 0.23 31 0.702 19 0.166 31 0.011 10 NC 33 NC 33 632 min -0.426 15 -1.395 10 -0.233 16 -0.006 19 NC 1 NC 1 633 2 max 0.203 31 0.528 19 0.156 10 0.01 10 NC 33 NC 33 634 min -0.383 15 -1.048 10 -0.205 16 -0.005 19 NC 1 NC 1 635 3 max 0.176 31 0.353 19 0.145 10 0.009 10 NC 33 NC 33 636 min -0.34 15 -0.701 10 -0.178 16 -0.005 19 NC 1 NC 1 637 4 max 0.149 31 0.178 19 0.135 10 0.008 10 NC 33 NC 33 638 min -0.296 15 -0.354 10 -0.15 16 -0.004 19 NC 1 NC 1 639 5 max 0.122 31 0.004 19 0.129 22 0.008 10 NC 33 NC 33 640 min -0.253 15 -0.007 10 -0.123 16 -0.004 19 NC 1 NC 1 641 M781 1 max 0.018 15 0.003 31 0.011 28 0.002 28 NC 33 NC 33 642 min -0.012 31 -0.006 15 -0.012 22 -0.002 22 NC 1 NC 1 643 2 max 0.053 15 0.01 31 0.035 28 0.001 28 NC 33 NC 33 644 min -0.038 31 -0.018 15 -0.045 22 -0.002 22 NC 1 NC 1 645 3 max 0.088 15 0.018 31 0.058 28 0.001 28 NC 33 NC 33 646 min -0.065 31 -0.029 15 -0.077 22 -0.001 22 NC 1 NC 1 647 4 max 0.123 15 0.025 31 0.081 28 0.001 28 NC 33 NC 33 648 min -0.091 31 -0.041 15 -0.109 22 -0.001 22 NC 1 NC 1 649 5 max 0.158 15 0.032 31 0.104 28 0.001 20 NC 33 NC 33 650 min -0.118 31 -0.053 15 -0.142 22 -0.001 9 NC 1 NC 1 651 M782 1 max 0.524 16 1.304 19 0.127 31 0.002 19 NC 33 NC 33 652 min -0.319 31 -2.481 10 -0.291 15 -0.004 10 NC 1 NC 1 653 2 max 0.496 16 1.153 19 0.116 31 0.003 19 NC 33 NC 33 654 min -0.307 31 -2.21 10 -0.278 15 -0.005 10 NC 1 NC 1 655 3 max 0.467 16 1.003 19 0.105 31 0.003 19 NC 33 NC 33 656 min -0.295 31 -1.938 10 -0.266 15 -0.007 10 NC 1 NC 1 657 4 max 0.439 16 0.853 19 0.095 31 0.004 19 NC 33 NC 33 658 min -0.283 31 -1.666 10 -0.253 15 -0.008 10 NC 1 NC 1 659 5 max 0.41 16 0.702 19 0.084 31 0.004 19 NC 33 NC 33 660 min -0.271 31 -1.395 10 -0.241 15 -0.009 10 NC 1 NC 1 661 M783 1 max 0.21 31 0.364 19 0.147 10 0.003 19 NC 33 NC 33 662 min -0.36 15 -0.633 10 -0.195 16 -0.007 10 NC 1 NC 1 663 2 max 0.228 31 0.548 19 0.153 31 0.003 19 NC 33 NC 33 664 min -0.401 15 -0.977 10 -0.216 16 -0.007 10 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 190 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 665 3 max 0.247 31 0.731 19 0.16 31 0.003 19 NC 33 NC 33 666 min -0.443 15 -1.321 10 -0.237 16 -0.006 10 NC 1 NC 1 667 4 max 0.265 31 0.914 19 0.168 31 0.003 19 NC 33 NC 33 668 min -0.484 15 -1.666 10 -0.258 16 -0.006 10 NC 1 NC 1 669 5 max 0.283 31 1.097 19 0.175 31 0.003 19 NC 33 NC 33 670 min -0.526 15 -2.01 10 -0.279 16 -0.006 10 NC 1 NC 1 671 M784 1 max 0.149 31 0.002 19 0.185 10 0.007 10 NC 33 NC 33 672 min -0.224 16 -0.005 10 -0.073 28 -0.003 19 NC 1 NC 1 673 2 max 0.174 31 0.19 19 0.195 15 0.007 10 NC 33 NC 33 674 min -0.27 16 -0.365 10 -0.077 28 -0.004 19 NC 1 NC 1 675 3 max 0.198 31 0.377 19 0.219 15 0.008 10 NC 33 NC 33 676 min -0.316 16 -0.726 10 -0.082 28 -0.004 19 NC 1 NC 1 677 4 max 0.222 31 0.564 19 0.243 15 0.008 10 NC 33 NC 33 678 min -0.361 16 -1.086 10 -0.091 31 -0.004 19 NC 1 NC 1 679 5 max 0.246 31 0.751 19 0.268 15 0.009 10 NC 33 NC 33 680 min -0.407 16 -1.447 10 -0.11 31 -0.004 19 NC 1 NC 1 681 M785 1 max 0.324 31 1.242 19 0.326 15 0.004 10 NC 33 NC 33 682 min -0.507 16 -2.419 10 -0.137 31 -0.002 19 NC 1 NC 1 683 2 max 0.326 31 1.294 19 0.33 15 0.002 10 NC 33 NC 33 684 min -0.516 16 -2.494 10 -0.143 31 -0.001 19 NC 1 NC 1 685 3 max 0.328 31 1.347 19 0.334 15 0 12 NC 33 NC 33 686 min -0.526 16 -2.569 10 -0.148 31 0 2 NC 1 NC 1 687 4 max 0.33 31 1.4 19 0.337 15 0.001 21 NC 33 NC 33 688 min -0.535 16 -2.644 10 -0.154 31 -0.002 10 NC 1 NC 1 689 5 max 0.332 31 1.452 19 0.341 15 0.002 21 NC 33 NC 33 690 min -0.544 16 -2.719 10 -0.16 31 -0.004 10 NC 1 NC 1 691 M786 1 max 0.595 15 1.452 19 0.266 16 0.001 10 NC 33 NC 33 692 min -0.327 31 -2.719 10 -0.171 31 0 6 NC 1 NC 1 693 2 max 0.58 15 1.354 19 0.262 16 0.003 10 NC 33 NC 33 694 min -0.32 31 -2.533 10 -0.171 31 -0.001 21 NC 1 NC 1 695 3 max 0.564 15 1.256 19 0.257 16 0.004 10 NC 33 NC 33 696 min -0.313 31 -2.347 10 -0.171 31 -0.002 19 NC 1 NC 1 697 4 max 0.548 15 1.159 19 0.252 16 0.005 10 NC 33 NC 33 698 min -0.306 31 -2.161 10 -0.171 31 -0.002 19 NC 1 NC 1 699 5 max 0.533 15 1.061 19 0.248 16 0.007 10 NC 33 NC 33 700 min -0.299 31 -1.975 10 -0.171 31 -0.003 19 NC 1 NC 1 701 M787 1 max 0.316 31 1.061 19 0.315 15 0.005 19 NC 33 NC 33 702 min -0.489 16 -1.975 10 -0.139 31 -0.009 10 NC 1 NC 1 703 2 max 0.291 31 0.89 19 0.293 15 0.005 19 NC 33 NC 33 704 min -0.456 16 -1.643 10 -0.128 31 -0.009 10 NC 1 NC 1 705 3 max 0.265 31 0.719 19 0.27 15 0.005 19 NC 33 NC 33 706 min -0.423 16 -1.311 10 -0.118 31 -0.01 10 NC 1 NC 1 707 4 max 0.24 31 0.548 19 0.248 15 0.005 19 NC 33 NC 33 708 min -0.39 16 -0.978 10 -0.108 31 -0.01 10 NC 1 NC 1 709 5 max 0.215 31 0.377 19 0.225 15 0.006 19 NC 33 NC 33 710 min -0.357 16 -0.646 10 -0.097 31 -0.01 10 NC 1 NC 1 711 M788 1 max 0.391 15 0.377 19 0.165 16 0.007 10 NC 33 NC 33 712 min -0.21 31 -0.646 10 -0.131 22 -0.004 19 NC 1 NC 1 713 2 max 0.344 15 0.284 19 0.147 16 0.006 10 NC 33 NC 33 714 min -0.189 31 -0.487 10 -0.132 22 -0.003 19 NC 1 NC 1 715 3 max 0.298 15 0.191 19 0.129 16 0.004 10 NC 33 NC 33 716 min -0.167 31 -0.329 10 -0.134 22 -0.002 19 NC 1 NC 1 717 4 max 0.252 15 0.098 19 0.111 16 0.002 10 NC 33 NC 33 718 min -0.145 31 -0.17 10 -0.141 10 -0.002 19 NC 1 NC 1 719 5 max 0.205 15 0.006 21 0.093 16 0.001 10 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 191 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 720 min -0.124 31 -0.011 10 -0.15 10 -0.001 19 NC 1 NC 1 721 M789 1 max 0.144 31 0.006 21 0.146 10 0.001 19 NC 33 NC 33 722 min -0.192 16 -0.011 10 -0.09 28 -0.001 10 NC 1 NC 1 723 2 max 0.162 31 0.033 20 0.135 22 0.001 15 NC 33 NC 33 724 min -0.232 16 -0.076 9 -0.093 28 -0.001 20 NC 1 NC 1 725 3 max 0.179 31 0.064 20 0.138 15 0.002 9 NC 33 NC 33 726 min -0.272 16 -0.142 9 -0.096 28 -0.001 20 NC 1 NC 1 727 4 max 0.197 31 0.094 20 0.149 15 0.003 9 NC 33 NC 33 728 min -0.311 16 -0.208 9 -0.099 28 -0.001 20 NC 1 NC 1 729 5 max 0.214 31 0.125 20 0.16 15 0.004 9 NC 33 NC 33 730 min -0.351 16 -0.274 9 -0.102 28 -0.002 20 NC 1 NC 1 731 M790 1 max 0.284 31 1.111 20 0.241 15 0.005 9 NC 33 NC 33 732 min -0.447 16 -1.55 9 -0.12 31 -0.003 20 NC 1 NC 1 733 2 max 0.289 31 1.219 20 0.242 15 0.004 9 NC 33 NC 33 734 min -0.463 16 -1.691 9 -0.122 31 -0.002 20 NC 1 NC 1 735 3 max 0.294 31 1.327 20 0.243 15 0.003 9 NC 33 NC 33 736 min -0.481 17 -1.833 9 -0.124 31 -0.002 20 NC 1 NC 1 737 4 max 0.299 31 1.435 20 0.245 15 0.002 9 NC 33 NC 33 738 min -0.5 17 -1.974 9 -0.126 31 -0.001 20 NC 1 NC 1 739 5 max 0.304 31 1.543 20 0.246 15 0.001 28 NC 33 NC 33 740 min -0.519 17 -2.116 9 -0.128 31 0 5 NC 1 NC 1 741 M791 1 max 0.206 16 0.004 20 0.107 28 0.005 9 NC 33 NC 33 742 min -0.128 31 -0.006 9 -0.112 22 -0.004 20 NC 1 NC 1 743 2 max 0.241 16 0.197 20 0.105 28 0.006 9 NC 33 NC 33 744 min -0.154 31 -0.27 9 -0.132 15 -0.005 20 NC 1 NC 1 745 3 max 0.276 16 0.39 20 0.103 28 0.006 9 NC 33 NC 33 746 min -0.179 31 -0.533 9 -0.161 15 -0.005 20 NC 1 NC 1 747 4 max 0.311 16 0.584 20 0.104 31 0.007 9 NC 33 NC 33 748 min -0.205 31 -0.797 9 -0.19 15 -0.005 20 NC 1 NC 1 749 5 max 0.346 16 0.777 20 0.119 31 0.007 9 NC 33 NC 33 750 min -0.23 31 -1.06 9 -0.219 15 -0.005 20 NC 1 NC 1 751 M792 1 max 0.467 17 1.399 20 0.138 31 0.006 9 NC 33 NC 33 752 min -0.276 31 -1.909 9 -0.257 15 -0.004 20 NC 1 NC 1 753 2 max 0.47 17 1.42 20 0.141 31 0.004 9 NC 33 NC 33 754 min -0.281 31 -1.949 9 -0.268 15 -0.003 20 NC 1 NC 1 755 3 max 0.474 17 1.441 20 0.145 31 0.002 9 NC 33 NC 33 756 min -0.286 31 -1.988 9 -0.278 15 -0.002 20 NC 1 NC 1 757 4 max 0.479 16 1.463 20 0.148 31 0 9 NC 33 NC 33 758 min -0.291 31 -2.028 9 -0.289 15 0 20 NC 1 NC 1 759 5 max 0.485 16 1.484 20 0.151 31 0.001 20 NC 33 NC 33 760 min -0.295 31 -2.067 9 -0.3 15 -0.002 9 NC 1 NC 1 761 M793 1 max 0.203 31 0.37 20 0.131 22 0.008 9 NC 33 NC 33 762 min -0.319 15 -0.513 9 -0.133 16 -0.006 20 NC 1 NC 1 763 2 max 0.177 31 0.279 20 0.129 22 0.006 9 NC 33 NC 33 764 min -0.282 15 -0.387 9 -0.12 16 -0.005 20 NC 1 NC 1 765 3 max 0.152 31 0.188 20 0.128 22 0.004 9 NC 33 NC 33 766 min -0.244 15 -0.261 9 -0.106 16 -0.003 20 NC 1 NC 1 767 4 max 0.127 31 0.097 20 0.126 22 0.003 9 NC 33 NC 33 768 min -0.207 15 -0.135 9 -0.102 28 -0.002 20 NC 1 NC 1 769 5 max 0.101 31 0.006 20 0.125 22 0.001 9 NC 33 NC 33 770 min -0.169 15 -0.009 9 -0.103 28 -0.001 16 NC 1 NC 1 771 M795 1 max 0.156 16 0.006 20 0.097 28 0.001 20 NC 33 NC 33 772 min -0.107 31 -0.009 9 -0.115 22 -0.001 15 NC 1 NC 1 773 2 max 0.199 16 0.067 20 0.096 28 0.001 10 NC 33 NC 33 774 min -0.136 31 -0.135 9 -0.134 15 -0.001 16 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 192 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 775 3 max 0.242 16 0.128 20 0.094 28 0.003 9 NC 33 NC 33 776 min -0.166 31 -0.261 9 -0.165 15 -0.002 20 NC 1 NC 1 777 4 max 0.284 16 0.19 20 0.097 31 0.005 9 NC 33 NC 33 778 min -0.195 31 -0.387 9 -0.197 15 -0.003 20 NC 1 NC 1 779 5 max 0.327 16 0.251 20 0.114 31 0.006 9 NC 33 NC 33 780 min -0.225 31 -0.513 9 -0.228 15 -0.004 20 NC 1 NC 1 781 M796 1 max 0.305 31 0.62 21 0.162 31 0.002 9 NC 33 NC 33 782 min -0.539 15 -1.376 9 -0.251 16 -0.001 21 NC 1 NC 1 783 2 max 0.298 31 0.585 21 0.158 31 0.003 9 NC 33 NC 33 784 min -0.526 15 -1.29 9 -0.245 16 -0.002 21 NC 1 NC 1 785 3 max 0.291 31 0.55 21 0.153 31 0.004 9 NC 33 NC 33 786 min -0.512 15 -1.205 9 -0.24 16 -0.002 21 NC 1 NC 1 787 4 max 0.283 31 0.514 21 0.149 31 0.005 9 NC 33 NC 33 788 min -0.499 15 -1.119 9 -0.234 16 -0.003 21 NC 1 NC 1 789 5 max 0.276 31 0.479 21 0.144 31 0.006 9 NC 33 NC 33 790 min -0.486 15 -1.034 9 -0.229 16 -0.003 21 NC 1 NC 1 791 M797 1 max 0.193 16 0.005 21 0.1 28 0.001 10 NC 33 NC 33 792 min -0.131 31 -0.011 10 -0.128 22 -0.001 19 NC 1 NC 1 793 2 max 0.233 16 0.095 19 0.097 28 0.003 10 NC 33 NC 33 794 min -0.16 31 -0.166 10 -0.13 22 -0.002 19 NC 1 NC 1 795 3 max 0.272 16 0.185 19 0.094 28 0.005 10 NC 33 NC 33 796 min -0.188 31 -0.322 10 -0.151 15 -0.003 19 NC 1 NC 1 797 4 max 0.312 16 0.274 19 0.091 28 0.008 10 NC 33 NC 33 798 min -0.216 31 -0.477 10 -0.172 15 -0.004 19 NC 1 NC 1 799 5 max 0.352 16 0.364 19 0.088 28 0.01 10 NC 33 NC 33 800 min -0.244 31 -0.633 10 -0.193 15 -0.005 19 NC 1 NC 1 801 M798 1 max 0.515 16 1.097 19 0.123 31 0.01 10 NC 33 NC 33 802 min -0.31 31 -2.01 10 -0.277 15 -0.005 19 NC 1 NC 1 803 2 max 0.527 16 1.172 19 0.124 31 0.008 10 NC 33 NC 33 804 min -0.32 31 -2.174 10 -0.285 15 -0.004 19 NC 1 NC 1 805 3 max 0.538 16 1.248 19 0.125 31 0.007 10 NC 33 NC 33 806 min -0.331 31 -2.339 10 -0.294 15 -0.004 19 NC 1 NC 1 807 4 max 0.55 16 1.323 19 0.126 31 0.005 10 NC 33 NC 33 808 min -0.341 31 -2.503 10 -0.303 15 -0.003 21 NC 1 NC 1 809 5 max 0.562 16 1.398 19 0.127 31 0.004 10 NC 33 NC 33 810 min -0.352 31 -2.667 10 -0.312 15 -0.002 21 NC 1 NC 1 811 M799 1 max 0.021 15 0.004 31 0.009 28 0.001 28 NC 33 NC 33 812 min -0.013 31 -0.007 15 -0.016 10 -0.002 10 NC 1 NC 1 813 2 max 0.064 15 0.013 31 0.031 28 0.001 28 NC 33 NC 33 814 min -0.045 31 -0.021 15 -0.052 10 -0.002 22 NC 1 NC 1 815 3 max 0.106 15 0.021 31 0.053 28 0.001 28 NC 33 NC 33 816 min -0.076 31 -0.036 15 -0.087 10 -0.001 22 NC 1 NC 1 817 4 max 0.149 15 0.03 31 0.074 28 0.001 28 NC 33 NC 33 818 min -0.108 31 -0.05 15 -0.123 10 -0.001 22 NC 1 NC 1 819 5 max 0.192 15 0.039 31 0.096 28 0.001 10 NC 33 NC 33 820 min -0.139 31 -0.065 15 -0.159 10 -0.001 19 NC 1 NC 1 821 M800 1 max 0.013 31 0.007 16 0.019 10 0.003 10 NC 33 NC 33 822 min -0.02 15 -0.005 31 -0.008 28 -0.001 28 NC 1 NC 1 823 2 max 0.042 31 0.021 16 0.045 22 0.002 10 NC 33 NC 33 824 min -0.065 15 -0.015 31 -0.033 28 -0.001 28 NC 1 NC 1 825 3 max 0.071 31 0.036 16 0.077 22 0.001 22 NC 33 NC 33 826 min -0.11 15 -0.025 31 -0.058 28 -0.001 28 NC 1 NC 1 827 4 max 0.099 31 0.051 16 0.108 22 0.001 22 NC 33 NC 33 828 min -0.155 15 -0.035 31 -0.083 28 -0.001 28 NC 1 NC 1 829 5 max 0.128 31 0.066 16 0.14 22 0.001 19 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 193 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 830 min -0.2 15 -0.046 31 -0.107 28 -0.001 10 NC 1 NC 1 831 M801 1 max 0.012 31 0.005 16 0.013 10 0.002 10 NC 33 NC 33 832 min -0.016 15 -0.004 31 -0.01 28 -0.001 28 NC 1 NC 1 833 2 max 0.036 31 0.018 16 0.043 22 0.002 22 NC 33 NC 33 834 min -0.055 15 -0.013 31 -0.036 28 -0.001 28 NC 1 NC 1 835 3 max 0.06 31 0.03 16 0.073 22 0.001 22 NC 33 NC 33 836 min -0.093 15 -0.021 31 -0.061 28 -0.001 28 NC 1 NC 1 837 4 max 0.085 31 0.042 16 0.104 22 0.001 22 NC 33 NC 33 838 min -0.132 15 -0.03 31 -0.087 28 -0.001 28 NC 1 NC 1 839 5 max 0.109 31 0.055 16 0.135 22 0.001 22 NC 33 NC 33 840 min -0.17 15 -0.038 31 -0.112 28 -0.001 20 NC 1 NC 1 841 M802 1 max 0.012 31 0.005 15 0.02 9 0.003 9 NC 33 NC 33 842 min -0.013 15 -0.005 31 -0.009 5 -0.001 20 NC 1 NC 1 843 2 max 0.041 31 0.027 16 0.043 22 0.001 15 NC 33 NC 33 844 min -0.061 15 -0.019 31 -0.032 28 -0.001 28 NC 1 NC 1 845 3 max 0.07 31 0.049 16 0.071 22 0.001 20 NC 33 NC 33 846 min -0.109 15 -0.033 31 -0.061 28 -0.001 9 NC 1 NC 1 847 4 max 0.099 31 0.071 16 0.1 22 0.003 20 NC 33 NC 33 848 min -0.158 15 -0.046 31 -0.091 28 -0.003 9 NC 1 NC 1 849 5 max 0.128 31 0.094 16 0.129 22 0.004 20 NC 33 NC 33 850 min -0.206 15 -0.06 31 -0.12 28 -0.006 9 NC 1 NC 1 851 M803 1 max 0.372 15 0.815 20 0.211 16 0.006 9 NC 33 NC 33 852 min -0.213 31 -1.1 9 -0.127 31 -0.004 20 NC 1 NC 1 853 2 max 0.33 15 0.612 20 0.184 16 0.006 9 NC 33 NC 33 854 min -0.192 31 -0.826 9 -0.117 22 -0.004 20 NC 1 NC 1 855 3 max 0.288 15 0.409 20 0.157 16 0.006 9 NC 33 NC 33 856 min -0.17 31 -0.553 9 -0.118 22 -0.004 20 NC 1 NC 1 857 4 max 0.246 15 0.206 20 0.13 16 0.005 9 NC 33 NC 33 858 min -0.148 31 -0.279 9 -0.119 22 -0.004 20 NC 1 NC 1 859 5 max 0.204 15 0.003 20 0.103 16 0.005 9 NC 33 NC 33 860 min -0.127 31 -0.005 9 -0.12 22 -0.004 20 NC 1 NC 1 861 M804 1 max 0.022 15 0.003 31 0.02 10 0.003 10 NC 33 NC 33 862 min -0.008 31 -0.01 15 -0.013 19 -0.002 19 NC 1 NC 1 863 2 max 0.075 15 0.018 31 0.029 28 0.001 28 NC 33 NC 33 864 min -0.041 31 -0.035 15 -0.027 22 -0.001 16 NC 1 NC 1 865 3 max 0.127 15 0.032 31 0.048 28 0.001 6 NC 33 NC 33 866 min -0.074 31 -0.06 15 -0.052 22 -0.003 10 NC 1 NC 1 867 4 max 0.179 15 0.047 31 0.066 28 0.002 19 NC 33 NC 33 868 min -0.107 31 -0.085 15 -0.077 22 -0.005 10 NC 1 NC 1 869 5 max 0.232 15 0.061 31 0.084 28 0.004 19 NC 33 NC 33 870 min -0.141 31 -0.109 15 -0.103 22 -0.008 10 NC 1 NC 1 871 M805 1 max 0.013 31 0.006 15 0.013 19 0.002 19 NC 33 NC 33 872 min -0.014 15 -0.006 31 -0.019 10 -0.003 10 NC 1 NC 1 873 2 max 0.043 31 0.031 17 0.026 22 0.001 22 NC 33 NC 33 874 min -0.071 15 -0.02 31 -0.028 28 -0.001 15 NC 1 NC 1 875 3 max 0.074 31 0.056 16 0.05 22 0.002 10 NC 33 NC 33 876 min -0.128 15 -0.035 31 -0.046 28 -0.001 16 NC 1 NC 1 877 4 max 0.104 31 0.081 16 0.074 22 0.005 10 NC 33 NC 33 878 min -0.186 15 -0.049 31 -0.064 28 -0.003 19 NC 1 NC 1 879 5 max 0.135 31 0.105 16 0.098 22 0.007 10 NC 33 NC 33 880 min -0.243 15 -0.063 31 -0.081 28 -0.004 19 NC 1 NC 1 881 M806 1 max 0.245 15 0.004 19 0.116 16 0.004 19 NC 33 NC 33 882 min -0.128 31 -0.008 10 -0.086 22 -0.007 10 NC 1 NC 1 883 2 max 0.287 15 0.187 19 0.142 16 0.004 19 NC 33 NC 33 884 min -0.156 31 -0.36 10 -0.092 31 -0.008 10 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 194 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 885 3 max 0.329 15 0.369 19 0.167 16 0.005 19 NC 33 NC 33 886 min -0.183 31 -0.712 10 -0.109 31 -0.009 10 NC 1 NC 1 887 4 max 0.37 15 0.552 19 0.192 16 0.005 19 NC 33 NC 33 888 min -0.211 31 -1.064 10 -0.125 31 -0.01 10 NC 1 NC 1 889 5 max 0.412 15 0.735 19 0.218 16 0.006 19 NC 33 NC 33 890 min -0.238 31 -1.416 10 -0.142 31 -0.011 10 NC 1 NC 1 891 M807 1 max 0.257 31 0.735 19 0.202 15 0.009 10 NC 33 NC 33 892 min -0.416 15 -1.416 10 -0.104 31 -0.005 19 NC 1 NC 1 893 2 max 0.27 31 0.875 19 0.218 15 0.008 10 NC 33 NC 33 894 min -0.447 15 -1.675 10 -0.113 31 -0.004 19 NC 1 NC 1 895 3 max 0.283 31 1.015 19 0.235 15 0.007 10 NC 33 NC 33 896 min -0.478 15 -1.935 10 -0.121 31 -0.003 19 NC 1 NC 1 897 4 max 0.296 31 1.154 19 0.252 15 0.006 10 NC 33 NC 33 898 min -0.509 15 -2.195 10 -0.129 31 -0.003 19 NC 1 NC 1 899 5 max 0.308 31 1.294 19 0.268 15 0.004 10 NC 33 NC 33 900 min -0.539 15 -2.455 10 -0.137 31 -0.002 19 NC 1 NC 1 901 M808 1 max 0.537 15 1.294 19 0.274 16 0.004 19 NC 33 NC 33 902 min -0.294 31 -2.455 10 -0.165 31 -0.007 10 NC 1 NC 1 903 2 max 0.544 15 1.335 19 0.28 16 0.003 19 NC 33 NC 33 904 min -0.301 31 -2.521 10 -0.17 31 -0.005 10 NC 1 NC 1 905 3 max 0.55 15 1.376 19 0.286 16 0.002 19 NC 33 NC 33 906 min -0.307 31 -2.587 10 -0.174 31 -0.003 10 NC 1 NC 1 907 4 max 0.556 15 1.417 19 0.291 16 0.001 19 NC 33 NC 33 908 min -0.313 31 -2.653 10 -0.179 31 -0.001 10 NC 1 NC 1 909 5 max 0.562 15 1.459 19 0.297 17 0.001 10 NC 33 NC 33 910 min -0.319 31 -2.72 10 -0.184 31 0 6 NC 1 NC 1 911 M809 1 max 0.338 31 1.459 19 0.273 15 0.002 21 NC 33 NC 33 912 min -0.574 15 -2.72 10 -0.146 31 -0.004 10 NC 1 NC 1 913 2 max 0.328 31 1.373 19 0.269 15 0.003 21 NC 33 NC 33 914 min -0.563 15 -2.547 10 -0.143 31 -0.005 10 NC 1 NC 1 915 3 max 0.318 31 1.288 19 0.265 15 0.004 21 NC 33 NC 33 916 min -0.552 15 -2.374 10 -0.14 31 -0.007 10 NC 1 NC 1 917 4 max 0.308 31 1.202 19 0.26 15 0.004 21 NC 33 NC 33 918 min -0.541 15 -2.201 10 -0.136 31 -0.008 10 NC 1 NC 1 919 5 max 0.299 31 1.117 19 0.256 15 0.005 19 NC 33 NC 33 920 min -0.53 15 -2.028 10 -0.133 31 -0.009 10 NC 1 NC 1 921 M810 1 max 0.522 15 1.117 19 0.273 17 0.006 10 NC 33 NC 33 922 min -0.285 31 -2.028 10 -0.16 31 -0.003 19 NC 1 NC 1 923 2 max 0.478 15 0.936 19 0.25 17 0.006 10 NC 33 NC 33 924 min -0.267 31 -1.689 10 -0.15 31 -0.003 19 NC 1 NC 1 925 3 max 0.434 15 0.756 19 0.227 17 0.007 10 NC 33 NC 33 926 min -0.248 31 -1.349 10 -0.14 31 -0.003 19 NC 1 NC 1 927 4 max 0.39 15 0.576 19 0.205 16 0.007 10 NC 33 NC 33 928 min -0.229 31 -1.01 10 -0.13 31 -0.003 19 NC 1 NC 1 929 5 max 0.347 15 0.395 19 0.183 16 0.007 10 NC 33 NC 33 930 min -0.211 31 -0.671 10 -0.12 31 -0.004 19 NC 1 NC 1 931 M811 1 max 0.225 31 0.395 19 0.157 15 0.006 19 NC 33 NC 33 932 min -0.359 15 -0.671 10 -0.089 31 -0.01 10 NC 1 NC 1 933 2 max 0.198 31 0.297 19 0.14 15 0.005 19 NC 33 NC 33 934 min -0.32 15 -0.505 10 -0.082 28 -0.008 10 NC 1 NC 1 935 3 max 0.171 31 0.2 19 0.123 15 0.003 19 NC 33 NC 33 936 min -0.281 15 -0.34 10 -0.081 28 -0.006 10 NC 1 NC 1 937 4 max 0.143 31 0.102 19 0.106 15 0.002 19 NC 33 NC 33 938 min -0.241 15 -0.174 10 -0.081 28 -0.004 10 NC 1 NC 1 939 5 max 0.116 31 0.004 21 0.089 15 0.001 19 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 195 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 940 min -0.202 15 -0.009 10 -0.08 28 -0.001 10 NC 1 NC 1 941 M812 1 max 0.208 15 0.004 21 0.08 28 0.001 15 NC 33 NC 33 942 min -0.116 31 -0.009 10 -0.085 22 -0.001 19 NC 1 NC 1 943 2 max 0.241 15 0.033 20 0.088 16 0.001 16 NC 33 NC 33 944 min -0.14 31 -0.071 9 -0.086 22 -0.001 9 NC 1 NC 1 945 3 max 0.273 15 0.065 20 0.101 16 0.001 20 NC 33 NC 33 946 min -0.164 31 -0.134 9 -0.087 22 -0.002 9 NC 1 NC 1 947 4 max 0.305 15 0.096 20 0.113 16 0.002 21 NC 33 NC 33 948 min -0.189 31 -0.197 9 -0.089 22 -0.004 9 NC 1 NC 1 949 5 max 0.338 15 0.128 20 0.125 16 0.003 21 NC 33 NC 33 950 min -0.213 31 -0.26 9 -0.09 22 -0.005 9 NC 1 NC 1 951 M813 1 max 0.202 31 0.128 20 0.175 15 0.003 9 NC 33 NC 33 952 min -0.314 17 -0.26 9 -0.107 31 -0.001 20 NC 1 NC 1 953 2 max 0.219 31 0.207 20 0.196 15 0.003 9 NC 33 NC 33 954 min -0.354 17 -0.451 9 -0.117 31 -0.001 20 NC 1 NC 1 955 3 max 0.236 31 0.286 20 0.216 15 0.003 9 NC 33 NC 33 956 min -0.394 15 -0.642 9 -0.126 31 -0.002 20 NC 1 NC 1 957 4 max 0.253 31 0.373 21 0.237 15 0.003 9 NC 33 NC 33 958 min -0.433 15 -0.832 9 -0.136 31 -0.002 20 NC 1 NC 1 959 5 max 0.27 31 0.465 21 0.258 15 0.003 9 NC 33 NC 33 960 min -0.473 15 -1.023 9 -0.146 31 -0.002 20 NC 1 NC 1 961 M814 1 max 0.489 15 0.465 21 0.225 17 0.003 21 NC 33 NC 33 962 min -0.278 31 -1.023 9 -0.129 31 -0.006 9 NC 1 NC 1 963 2 max 0.499 15 0.508 21 0.229 17 0.003 21 NC 33 NC 33 964 min -0.286 31 -1.115 9 -0.133 31 -0.005 9 NC 1 NC 1 965 3 max 0.509 15 0.55 21 0.233 17 0.002 21 NC 33 NC 33 966 min -0.294 31 -1.207 9 -0.136 31 -0.004 9 NC 1 NC 1 967 4 max 0.519 15 0.593 21 0.237 15 0.002 21 NC 33 NC 33 968 min -0.302 31 -1.299 9 -0.139 31 -0.003 9 NC 1 NC 1 969 5 max 0.529 15 0.636 21 0.241 15 0.001 21 NC 33 NC 33 970 min -0.311 31 -1.391 9 -0.142 31 -0.002 9 NC 1 NC 1 971 M815 1 max 0.3 31 0.636 21 0.28 15 0.001 11 NC 33 NC 33 972 min -0.51 15 -1.391 9 -0.164 31 -0.001 18 NC 1 NC 1 973 2 max 0.293 31 0.61 21 0.275 15 0.001 21 NC 33 NC 33 974 min -0.503 15 -1.335 9 -0.16 31 -0.002 10 NC 1 NC 1 975 3 max 0.286 31 0.589 20 0.269 15 0.001 21 NC 33 NC 33 976 min -0.497 15 -1.278 9 -0.155 31 -0.003 9 NC 1 NC 1 977 4 max 0.279 31 0.571 20 0.264 14 0.002 20 NC 33 NC 33 978 min -0.491 15 -1.222 9 -0.151 31 -0.004 9 NC 1 NC 1 979 5 max 0.272 31 0.553 20 0.258 14 0.003 20 NC 33 NC 33 980 min -0.484 15 -1.166 9 -0.146 31 -0.005 9 NC 1 NC 1 981 M816 1 max 0.496 15 0.553 20 0.235 15 0.003 10 NC 33 NC 33 982 min -0.28 31 -1.166 9 -0.131 31 -0.001 21 NC 1 NC 1 983 2 max 0.462 15 0.478 20 0.217 15 0.003 9 NC 33 NC 33 984 min -0.265 31 -1.011 9 -0.122 31 -0.001 21 NC 1 NC 1 985 3 max 0.428 15 0.403 20 0.199 15 0.004 9 NC 33 NC 33 986 min -0.251 31 -0.855 9 -0.114 31 -0.002 21 NC 1 NC 1 987 4 max 0.394 15 0.332 21 0.181 15 0.004 9 NC 33 NC 33 988 min -0.237 31 -0.7 9 -0.106 31 -0.002 21 NC 1 NC 1 989 5 max 0.36 15 0.266 21 0.163 15 0.004 9 NC 33 NC 33 990 min -0.223 31 -0.545 9 -0.098 31 -0.002 21 NC 1 NC 1 991 M817 1 max 0.208 31 0.266 21 0.204 16 0.004 20 NC 33 NC 33 992 min -0.34 15 -0.545 9 -0.127 31 -0.006 9 NC 1 NC 1 993 2 max 0.18 31 0.2 21 0.177 16 0.003 20 NC 33 NC 33 994 min -0.298 15 -0.41 9 -0.109 31 -0.005 9 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 196 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 995 3 max 0.152 31 0.134 21 0.15 16 0.002 21 NC 33 NC 33 996 min -0.257 15 -0.276 9 -0.092 31 -0.003 9 NC 1 NC 1 997 4 max 0.124 31 0.068 21 0.123 16 0.001 16 NC 33 NC 33 998 min -0.216 15 -0.142 9 -0.079 28 -0.001 10 NC 1 NC 1 999 5 max 0.096 31 0.005 20 0.095 16 0.002 15 NC 33 NC 33 1000 min -0.175 15 -0.007 9 -0.078 28 -0.001 20 NC 1 NC 1 1001 M818 1 max 0.178 15 0.005 20 0.086 15 0.001 16 NC 33 NC 33 1002 min -0.103 31 -0.007 9 -0.08 22 -0.001 11 NC 1 NC 1 1003 2 max 0.214 15 0.103 20 0.098 15 0.002 20 NC 33 NC 33 1004 min -0.128 31 -0.132 9 -0.081 22 -0.002 9 NC 1 NC 1 1005 3 max 0.25 15 0.201 20 0.111 15 0.003 20 NC 33 NC 33 1006 min -0.153 31 -0.257 9 -0.082 22 -0.004 9 NC 1 NC 1 1007 4 max 0.286 15 0.299 20 0.124 15 0.005 20 NC 33 NC 33 1008 min -0.178 31 -0.382 9 -0.083 22 -0.006 9 NC 1 NC 1 1009 5 max 0.323 15 0.397 20 0.137 15 0.006 20 NC 33 NC 33 1010 min -0.204 31 -0.508 9 -0.084 22 -0.008 9 NC 1 NC 1 1011 M819 1 max 0.188 31 0.397 20 0.171 16 0.005 9 NC 33 NC 33 1012 min -0.309 15 -0.508 9 -0.11 31 -0.004 20 NC 1 NC 1 1013 2 max 0.206 31 0.595 20 0.19 16 0.005 9 NC 33 NC 33 1014 min -0.351 15 -0.778 9 -0.118 31 -0.004 20 NC 1 NC 1 1015 3 max 0.223 31 0.793 20 0.209 16 0.005 9 NC 33 NC 33 1016 min -0.393 15 -1.048 9 -0.126 31 -0.004 20 NC 1 NC 1 1017 4 max 0.241 31 0.99 20 0.228 16 0.005 9 NC 33 NC 33 1018 min -0.435 15 -1.318 9 -0.135 31 -0.004 20 NC 1 NC 1 1019 5 max 0.258 31 1.188 20 0.247 16 0.005 9 NC 33 NC 33 1020 min -0.478 15 -1.588 9 -0.143 31 -0.003 20 NC 1 NC 1 1021 M820 1 max 0.479 15 1.188 20 0.239 15 0.006 20 NC 33 NC 33 1022 min -0.269 31 -1.588 9 -0.122 31 -0.008 9 NC 1 NC 1 1023 2 max 0.49 15 1.289 20 0.24 15 0.005 20 NC 33 NC 33 1024 min -0.278 31 -1.73 9 -0.124 31 -0.006 9 NC 1 NC 1 1025 3 max 0.5 15 1.391 20 0.242 15 0.004 20 NC 33 NC 33 1026 min -0.287 31 -1.871 9 -0.126 31 -0.005 9 NC 1 NC 1 1027 4 max 0.511 15 1.492 20 0.243 15 0.003 20 NC 33 NC 33 1028 min -0.297 31 -2.013 9 -0.127 31 -0.004 9 NC 1 NC 1 1029 5 max 0.522 15 1.594 20 0.245 15 0.002 20 NC 33 NC 33 1030 min -0.306 31 -2.154 9 -0.129 31 -0.003 9 NC 1 NC 1 1031 M821 1 max 0.286 31 1.594 20 0.278 16 0.001 9 NC 33 NC 33 1032 min -0.508 15 -2.154 9 -0.168 31 0 5 NC 1 NC 1 1033 2 max 0.282 31 1.555 20 0.271 16 0.001 20 NC 33 NC 33 1034 min -0.503 15 -2.106 9 -0.163 31 -0.001 9 NC 1 NC 1 1035 3 max 0.278 31 1.516 20 0.264 16 0.002 20 NC 33 NC 33 1036 min -0.498 15 -2.058 9 -0.159 31 -0.002 9 NC 1 NC 1 1037 4 max 0.273 31 1.477 20 0.257 16 0.003 20 NC 33 NC 33 1038 min -0.494 15 -2.009 9 -0.154 31 -0.004 9 NC 1 NC 1 1039 5 max 0.269 31 1.438 20 0.25 16 0.004 20 NC 33 NC 33 1040 min -0.489 15 -1.961 9 -0.149 31 -0.006 9 NC 1 NC 1 1041 M822 1 max 0.484 15 1.438 20 0.249 15 0.003 9 NC 33 NC 33 1042 min -0.28 31 -1.961 9 -0.126 31 -0.002 20 NC 1 NC 1 1043 2 max 0.457 17 1.287 20 0.231 15 0.004 9 NC 33 NC 33 1044 min -0.269 31 -1.756 9 -0.118 31 -0.003 20 NC 1 NC 1 1045 3 max 0.43 17 1.137 20 0.214 15 0.005 9 NC 33 NC 33 1046 min -0.259 31 -1.551 9 -0.11 31 -0.004 20 NC 1 NC 1 1047 4 max 0.403 17 0.986 20 0.196 15 0.006 9 NC 33 NC 33 1048 min -0.248 31 -1.345 9 -0.102 31 -0.004 20 NC 1 NC 1 1049 5 max 0.377 16 0.835 20 0.179 15 0.007 9 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 197 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1050 min -0.238 31 -1.14 9 -0.093 31 -0.005 20 NC 1 NC 1 1051 M823 1 max 0.217 31 0.835 20 0.208 16 0.007 20 NC 33 NC 33 1052 min -0.368 15 -1.14 9 -0.134 31 -0.009 9 NC 1 NC 1 1053 2 max 0.193 31 0.628 20 0.183 16 0.006 20 NC 33 NC 33 1054 min -0.331 15 -0.857 9 -0.118 31 -0.008 9 NC 1 NC 1 1055 3 max 0.169 31 0.42 20 0.158 16 0.005 20 NC 33 NC 33 1056 min -0.294 15 -0.573 9 -0.102 31 -0.007 9 NC 1 NC 1 1057 4 max 0.144 31 0.212 20 0.133 16 0.005 20 NC 33 NC 33 1058 min -0.257 15 -0.29 9 -0.088 28 -0.007 9 NC 1 NC 1 1059 5 max 0.12 31 0.004 20 0.108 16 0.004 20 NC 33 NC 33 1060 min -0.22 15 -0.006 9 -0.088 28 -0.006 9 NC 1 NC 1 1061 M824 1 max 0.02 15 0.003 31 0.011 20 0.001 16 NC 33 NC 33 1062 min -0.007 31 -0.009 15 -0.016 9 -0.002 9 NC 1 NC 1 1063 2 max 0.066 16 0.017 31 0.026 28 0.001 16 NC 33 NC 33 1064 min -0.038 31 -0.031 15 -0.029 22 -0.001 22 NC 1 NC 1 1065 3 max 0.113 16 0.03 31 0.052 28 0.002 15 NC 33 NC 33 1066 min -0.069 31 -0.053 15 -0.048 22 -0.002 20 NC 1 NC 1 1067 4 max 0.16 16 0.044 31 0.077 28 0.004 9 NC 33 NC 33 1068 min -0.1 31 -0.075 15 -0.066 22 -0.003 20 NC 1 NC 1 1069 5 max 0.206 16 0.057 31 0.102 28 0.006 9 NC 33 NC 33 1070 min -0.131 31 -0.097 15 -0.085 22 -0.004 20 NC 1 NC 1 1071 M825 1 max 0.012 31 0.005 16 0.016 9 0.002 9 NC 33 NC 33 1072 min -0.013 15 -0.005 31 -0.011 20 -0.002 20 NC 1 NC 1 1073 2 max 0.04 31 0.028 16 0.028 22 0.001 15 NC 33 NC 33 1074 min -0.063 15 -0.019 31 -0.026 28 -0.001 28 NC 1 NC 1 1075 3 max 0.069 31 0.051 16 0.046 22 0.001 16 NC 33 NC 33 1076 min -0.113 15 -0.032 31 -0.05 28 -0.002 9 NC 1 NC 1 1077 4 max 0.097 31 0.074 16 0.063 22 0.003 20 NC 33 NC 33 1078 min -0.164 15 -0.046 31 -0.074 28 -0.004 9 NC 1 NC 1 1079 5 max 0.125 31 0.097 16 0.081 22 0.004 20 NC 33 NC 33 1080 min -0.214 15 -0.059 31 -0.098 28 -0.006 9 NC 1 NC 1 1081 M826 1 max 0.134 31 0.004 20 0.076 22 0.004 20 NC 33 NC 33 1082 min -0.208 16 -0.006 9 -0.114 15 -0.006 9 NC 1 NC 1 1083 2 max 0.155 31 0.212 20 0.075 22 0.004 20 NC 33 NC 33 1084 min -0.249 16 -0.29 9 -0.143 15 -0.006 9 NC 1 NC 1 1085 3 max 0.175 31 0.419 20 0.084 31 0.004 20 NC 33 NC 33 1086 min -0.291 16 -0.573 9 -0.172 15 -0.006 9 NC 1 NC 1 1087 4 max 0.196 31 0.627 20 0.099 31 0.005 20 NC 33 NC 33 1088 min -0.332 16 -0.857 9 -0.201 15 -0.006 9 NC 1 NC 1 1089 5 max 0.217 31 0.834 20 0.114 31 0.005 20 NC 33 NC 33 1090 min -0.374 16 -1.14 9 -0.231 15 -0.007 9 NC 1 NC 1 1091 M827 1 max 0.407 15 0.834 20 0.105 31 0.009 9 NC 33 NC 33 1092 min -0.221 31 -1.14 9 -0.175 16 -0.007 20 NC 1 NC 1 1093 2 max 0.426 15 0.986 20 0.114 31 0.008 9 NC 33 NC 33 1094 min -0.235 31 -1.346 9 -0.189 16 -0.006 20 NC 1 NC 1 1095 3 max 0.446 15 1.137 20 0.124 31 0.007 9 NC 33 NC 33 1096 min -0.25 31 -1.551 9 -0.202 16 -0.005 20 NC 1 NC 1 1097 4 max 0.465 15 1.289 20 0.133 31 0.006 9 NC 33 NC 33 1098 min -0.264 31 -1.756 9 -0.216 16 -0.005 20 NC 1 NC 1 1099 5 max 0.485 15 1.441 20 0.142 31 0.006 9 NC 33 NC 33 1100 min -0.278 31 -1.962 9 -0.23 16 -0.004 20 NC 1 NC 1 1101 M828 1 max 0.28 31 1.441 20 0.138 31 0.002 20 NC 33 NC 33 1102 min -0.465 17 -1.962 9 -0.258 15 -0.003 9 NC 1 NC 1 1103 2 max 0.283 31 1.478 20 0.142 31 0.001 20 NC 33 NC 33 1104 min -0.475 15 -2.009 9 -0.268 15 -0.002 9 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 198 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1105 3 max 0.285 31 1.515 20 0.147 31 0 3 NC 33 NC 33 1106 min -0.485 15 -2.057 9 -0.278 15 0 11 NC 1 NC 1 1107 4 max 0.287 31 1.552 20 0.151 31 0.002 9 NC 33 NC 33 1108 min -0.495 15 -2.104 9 -0.288 15 -0.001 20 NC 1 NC 1 1109 5 max 0.29 31 1.59 20 0.155 31 0.003 9 NC 33 NC 33 1110 min -0.505 15 -2.152 9 -0.297 15 -0.002 20 NC 1 NC 1 1111 M829 1 max 0.54 15 1.59 20 0.14 31 0 20 NC 33 NC 33 1112 min -0.298 31 -2.152 9 -0.235 16 -0.001 9 NC 1 NC 1 1113 2 max 0.523 15 1.49 20 0.139 31 0.001 20 NC 33 NC 33 1114 min -0.292 31 -2.012 9 -0.231 16 -0.002 9 NC 1 NC 1 1115 3 max 0.505 15 1.391 20 0.137 31 0.002 20 NC 33 NC 33 1116 min -0.285 31 -1.872 9 -0.227 16 -0.003 9 NC 1 NC 1 1117 4 max 0.488 15 1.292 20 0.136 31 0.003 20 NC 33 NC 33 1118 min -0.279 31 -1.732 9 -0.223 16 -0.004 9 NC 1 NC 1 1119 5 max 0.47 15 1.193 20 0.135 31 0.004 20 NC 33 NC 33 1120 min -0.273 31 -1.591 9 -0.219 16 -0.005 9 NC 1 NC 1 1121 M830 1 max 0.271 31 1.193 20 0.138 31 0.007 9 NC 33 NC 33 1122 min -0.452 15 -1.591 9 -0.25 15 -0.006 20 NC 1 NC 1 1123 2 max 0.248 31 0.993 20 0.127 31 0.008 9 NC 33 NC 33 1124 min -0.421 15 -1.32 9 -0.236 15 -0.006 20 NC 1 NC 1 1125 3 max 0.225 31 0.793 20 0.117 31 0.008 9 NC 33 NC 33 1126 min -0.39 15 -1.048 9 -0.222 15 -0.006 20 NC 1 NC 1 1127 4 max 0.202 31 0.593 20 0.107 31 0.008 9 NC 33 NC 33 1128 min -0.359 15 -0.776 9 -0.207 15 -0.006 20 NC 1 NC 1 1129 5 max 0.178 31 0.394 20 0.096 31 0.008 9 NC 33 NC 33 1130 min -0.328 15 -0.504 9 -0.193 15 -0.006 20 NC 1 NC 1 1131 M831 1 max 0.356 15 0.394 20 0.085 28 0.004 20 NC 33 NC 33 1132 min -0.186 31 -0.504 9 -0.142 16 -0.006 9 NC 1 NC 1 1133 2 max 0.31 15 0.296 20 0.085 28 0.003 20 NC 33 NC 33 1134 min -0.166 31 -0.38 9 -0.125 16 -0.005 9 NC 1 NC 1 1135 3 max 0.263 15 0.199 20 0.086 28 0.003 20 NC 33 NC 33 1136 min -0.145 31 -0.256 9 -0.109 16 -0.003 9 NC 1 NC 1 1137 4 max 0.216 15 0.102 20 0.087 28 0.002 20 NC 33 NC 33 1138 min -0.125 31 -0.132 9 -0.093 16 -0.002 9 NC 1 NC 1 1139 5 max 0.17 15 0.005 20 0.087 28 0.001 20 NC 33 NC 33 1140 min -0.104 31 -0.008 9 -0.083 22 -0.001 15 NC 1 NC 1 1141 M832 1 max 0.102 31 0.005 20 0.079 22 0.001 11 NC 33 NC 33 1142 min -0.159 14 -0.008 9 -0.093 15 -0.001 16 NC 1 NC 1 1143 2 max 0.126 31 0.069 21 0.078 22 0.001 19 NC 33 NC 33 1144 min -0.209 15 -0.143 9 -0.125 15 -0.001 15 NC 1 NC 1 1145 3 max 0.149 31 0.135 21 0.085 31 0.001 19 NC 33 NC 33 1146 min -0.26 15 -0.278 9 -0.157 15 -0.002 10 NC 1 NC 1 1147 4 max 0.173 31 0.202 21 0.101 31 0.001 21 NC 33 NC 33 1148 min -0.31 15 -0.413 9 -0.189 15 -0.003 10 NC 1 NC 1 1149 5 max 0.197 31 0.268 21 0.117 31 0.002 21 NC 33 NC 33 1150 min -0.36 15 -0.548 9 -0.221 15 -0.004 9 NC 1 NC 1 1151 M833 1 max 0.387 15 0.268 21 0.095 31 0.006 9 NC 33 NC 33 1152 min -0.209 31 -0.548 9 -0.173 16 -0.004 20 NC 1 NC 1 1153 2 max 0.411 15 0.333 21 0.105 31 0.006 9 NC 33 NC 33 1154 min -0.228 31 -0.701 9 -0.186 16 -0.003 20 NC 1 NC 1 1155 3 max 0.435 15 0.403 20 0.115 31 0.006 9 NC 33 NC 33 1156 min -0.247 31 -0.855 9 -0.2 16 -0.003 20 NC 1 NC 1 1157 4 max 0.459 15 0.476 20 0.125 31 0.005 9 NC 33 NC 33 1158 min -0.267 31 -1.009 9 -0.213 16 -0.003 20 NC 1 NC 1 1159 5 max 0.483 15 0.549 20 0.135 31 0.005 9 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 199 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1160 min -0.286 31 -1.162 9 -0.227 14 -0.003 20 NC 1 NC 1 1161 M834 1 max 0.279 31 0.549 20 0.149 31 0.001 21 NC 33 NC 33 1162 min -0.47 15 -1.162 9 -0.253 15 -0.003 10 NC 1 NC 1 1163 2 max 0.283 31 0.569 20 0.152 31 0.001 6 NC 33 NC 33 1164 min -0.482 15 -1.22 9 -0.261 15 -0.002 10 NC 1 NC 1 1165 3 max 0.287 31 0.588 20 0.156 31 0 4 NC 33 NC 33 1166 min -0.494 15 -1.278 9 -0.269 15 0 22 NC 1 NC 1 1167 4 max 0.292 31 0.611 21 0.159 31 0.001 9 NC 33 NC 33 1168 min -0.506 15 -1.337 9 -0.277 15 -0.001 21 NC 1 NC 1 1169 5 max 0.296 31 0.638 21 0.163 31 0.002 9 NC 33 NC 33 1170 min -0.518 15 -1.395 9 -0.285 15 -0.001 21 NC 1 NC 1 1171 M835 1 max 0.538 15 0.638 21 0.14 31 0.001 18 NC 33 NC 33 1172 min -0.307 31 -1.395 9 -0.245 15 -0.001 11 NC 1 NC 1 1173 2 max 0.521 15 0.594 21 0.138 31 0.001 20 NC 33 NC 33 1174 min -0.302 31 -1.301 9 -0.239 15 -0.001 9 NC 1 NC 1 1175 3 max 0.504 15 0.551 21 0.136 31 0.001 20 NC 33 NC 33 1176 min -0.297 31 -1.207 9 -0.232 15 -0.002 9 NC 1 NC 1 1177 4 max 0.488 15 0.507 21 0.134 31 0.001 20 NC 33 NC 33 1178 min -0.292 31 -1.114 9 -0.226 15 -0.003 9 NC 1 NC 1 1179 5 max 0.471 15 0.464 21 0.131 31 0.002 20 NC 33 NC 33 1180 min -0.287 31 -1.02 9 -0.22 15 -0.003 9 NC 1 NC 1 1181 M836 1 max 0.277 31 0.464 21 0.151 31 0.006 9 NC 33 NC 33 1182 min -0.458 15 -1.02 9 -0.247 17 -0.003 21 NC 1 NC 1 1183 2 max 0.254 31 0.372 21 0.139 31 0.006 9 NC 33 NC 33 1184 min -0.429 15 -0.83 9 -0.231 17 -0.003 21 NC 1 NC 1 1185 3 max 0.231 31 0.285 20 0.127 31 0.006 9 NC 33 NC 33 1186 min -0.4 15 -0.641 9 -0.215 17 -0.003 21 NC 1 NC 1 1187 4 max 0.209 31 0.207 20 0.115 31 0.005 9 NC 33 NC 33 1188 min -0.371 15 -0.451 9 -0.199 17 -0.003 21 NC 1 NC 1 1189 5 max 0.186 31 0.128 20 0.103 31 0.005 9 NC 33 NC 33 1190 min -0.341 15 -0.262 9 -0.183 17 -0.003 21 NC 1 NC 1 1191 M837 1 max 0.361 15 0.128 20 0.082 28 0.002 20 NC 33 NC 33 1192 min -0.199 31 -0.262 9 -0.14 15 -0.004 9 NC 1 NC 1 1193 2 max 0.319 15 0.096 20 0.082 28 0.001 20 NC 33 NC 33 1194 min -0.18 31 -0.198 9 -0.125 15 -0.003 9 NC 1 NC 1 1195 3 max 0.278 15 0.065 20 0.083 28 0.001 20 NC 33 NC 33 1196 min -0.161 31 -0.135 9 -0.109 15 -0.002 9 NC 1 NC 1 1197 4 max 0.236 15 0.033 20 0.084 28 0.001 20 NC 33 NC 33 1198 min -0.142 31 -0.071 9 -0.094 15 -0.001 11 NC 1 NC 1 1199 5 max 0.195 15 0.005 21 0.084 28 0.001 10 NC 33 NC 33 1200 min -0.123 31 -0.009 10 -0.088 22 -0.001 19 NC 1 NC 1 1201 M838 1 max 0.119 31 0.005 21 0.088 22 0.001 19 NC 33 NC 33 1202 min -0.195 15 -0.009 10 -0.082 28 -0.001 10 NC 1 NC 1 1203 2 max 0.141 31 0.102 19 0.087 22 0.002 19 NC 33 NC 33 1204 min -0.244 15 -0.174 10 -0.098 16 -0.003 10 NC 1 NC 1 1205 3 max 0.163 31 0.2 19 0.086 22 0.003 19 NC 33 NC 33 1206 min -0.293 15 -0.339 10 -0.118 16 -0.004 10 NC 1 NC 1 1207 4 max 0.185 31 0.298 19 0.086 22 0.003 19 NC 33 NC 33 1208 min -0.342 15 -0.504 10 -0.138 16 -0.006 10 NC 1 NC 1 1209 5 max 0.207 31 0.396 19 0.09 31 0.004 19 NC 33 NC 33 1210 min -0.391 15 -0.668 10 -0.158 16 -0.008 10 NC 1 NC 1 1211 M839 1 max 0.367 15 0.396 19 0.105 31 0.01 10 NC 33 NC 33 1212 min -0.199 31 -0.668 10 -0.207 15 -0.006 19 NC 1 NC 1 1213 2 max 0.4 15 0.576 19 0.117 31 0.01 10 NC 33 NC 33 1214 min -0.224 31 -1.009 10 -0.225 15 -0.005 19 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 200 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1215 3 max 0.432 15 0.756 19 0.13 31 0.01 10 NC 33 NC 33 1216 min -0.249 31 -1.35 10 -0.243 15 -0.005 19 NC 1 NC 1 1217 4 max 0.465 15 0.936 19 0.143 31 0.009 10 NC 33 NC 33 1218 min -0.274 31 -1.69 10 -0.261 15 -0.005 19 NC 1 NC 1 1219 5 max 0.497 15 1.116 19 0.156 31 0.009 10 NC 33 NC 33 1220 min -0.299 31 -2.031 10 -0.28 15 -0.005 19 NC 1 NC 1 1221 M840 1 max 0.303 31 1.116 19 0.147 31 0.003 19 NC 33 NC 33 1222 min -0.521 15 -2.031 10 -0.233 16 -0.007 10 NC 1 NC 1 1223 2 max 0.31 31 1.202 19 0.149 31 0.003 21 NC 33 NC 33 1224 min -0.539 15 -2.202 10 -0.24 16 -0.005 10 NC 1 NC 1 1225 3 max 0.316 31 1.288 19 0.151 31 0.002 21 NC 33 NC 33 1226 min -0.556 15 -2.374 10 -0.246 16 -0.004 10 NC 1 NC 1 1227 4 max 0.322 31 1.374 19 0.154 31 0.001 21 NC 33 NC 33 1228 min -0.574 15 -2.546 10 -0.252 16 -0.002 10 NC 1 NC 1 1229 5 max 0.329 31 1.46 19 0.156 31 0 6 NC 33 NC 33 1230 min -0.591 15 -2.717 10 -0.258 16 -0.001 10 NC 1 NC 1 1231 M841 1 max 0.557 15 1.46 19 0.172 31 0.004 10 NC 33 NC 33 1232 min -0.32 31 -2.717 10 -0.324 15 -0.002 21 NC 1 NC 1 1233 2 max 0.545 15 1.416 19 0.169 31 0.002 10 NC 33 NC 33 1234 min -0.317 31 -2.649 10 -0.316 15 -0.001 21 NC 1 NC 1 1235 3 max 0.534 15 1.373 19 0.165 31 0 22 NC 33 NC 33 1236 min -0.313 31 -2.58 10 -0.308 15 0 14 NC 1 NC 1 1237 4 max 0.522 15 1.329 19 0.161 31 0.001 19 NC 33 NC 33 1238 min -0.31 31 -2.511 10 -0.3 15 -0.002 10 NC 1 NC 1 1239 5 max 0.51 15 1.286 19 0.157 31 0.002 19 NC 33 NC 33 1240 min -0.306 31 -2.442 10 -0.292 15 -0.004 10 NC 1 NC 1 1241 M842 1 max 0.309 31 1.286 19 0.152 31 0.007 10 NC 33 NC 33 1242 min -0.539 15 -2.442 10 -0.239 16 -0.004 19 NC 1 NC 1 1243 2 max 0.291 31 1.148 19 0.142 31 0.008 10 NC 33 NC 33 1244 min -0.517 15 -2.186 10 -0.227 16 -0.005 19 NC 1 NC 1 1245 3 max 0.274 31 1.011 19 0.133 31 0.009 10 NC 33 NC 33 1246 min -0.494 15 -1.929 10 -0.214 16 -0.005 19 NC 1 NC 1 1247 4 max 0.257 31 0.873 19 0.123 31 0.01 10 NC 33 NC 33 1248 min -0.472 15 -1.672 10 -0.201 16 -0.006 19 NC 1 NC 1 1249 5 max 0.24 31 0.736 19 0.114 31 0.011 10 NC 33 NC 33 1250 min -0.45 15 -1.415 10 -0.188 16 -0.006 19 NC 1 NC 1 1251 M843 1 max 0.417 15 0.736 19 0.121 31 0.004 19 NC 33 NC 33 1252 min -0.236 31 -1.415 10 -0.247 15 -0.009 10 NC 1 NC 1 1253 2 max 0.368 15 0.553 19 0.105 31 0.004 19 NC 33 NC 33 1254 min -0.213 31 -1.063 10 -0.218 15 -0.008 10 NC 1 NC 1 1255 3 max 0.319 15 0.37 19 0.09 31 0.004 19 NC 33 NC 33 1256 min -0.189 31 -0.711 10 -0.189 15 -0.008 10 NC 1 NC 1 1257 4 max 0.27 17 0.187 19 0.075 31 0.004 19 NC 33 NC 33 1258 min -0.166 31 -0.359 10 -0.16 15 -0.007 10 NC 1 NC 1 1259 5 max 0.222 16 0.004 19 0.073 28 0.004 19 NC 33 NC 33 1260 min -0.142 31 -0.008 10 -0.131 15 -0.007 10 NC 1 NC 1 1261 M844 1 max 0.025 15 0.003 31 0.009 28 0.001 28 NC 33 NC 33 1262 min -0.014 31 -0.006 15 -0.011 22 -0.002 22 NC 1 NC 1 1263 2 max 0.069 15 0.009 31 0.029 28 0.001 28 NC 33 NC 33 1264 min -0.042 31 -0.018 15 -0.032 22 -0.001 22 NC 1 NC 1 1265 3 max 0.114 15 0.016 31 0.049 28 0.001 28 NC 33 NC 33 1266 min -0.071 31 -0.03 15 -0.053 22 -0.001 22 NC 1 NC 1 1267 4 max 0.158 15 0.022 31 0.07 28 0.001 28 NC 33 NC 33 1268 min -0.099 31 -0.042 15 -0.074 22 -0.001 19 NC 1 NC 1 1269 5 max 0.203 15 0.028 31 0.09 28 0.001 10 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 201 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1270 min -0.127 31 -0.054 15 -0.095 22 -0.001 19 NC 1 NC 1 1271 M845 1 max 0.014 31 0.006 16 0.011 22 0.002 22 NC 33 NC 33 1272 min -0.023 15 -0.004 31 -0.009 28 -0.001 28 NC 1 NC 1 1273 2 max 0.04 31 0.018 16 0.03 22 0.001 22 NC 33 NC 33 1274 min -0.071 15 -0.011 31 -0.028 28 -0.001 28 NC 1 NC 1 1275 3 max 0.067 31 0.031 16 0.05 22 0.001 22 NC 33 NC 33 1276 min -0.119 15 -0.019 31 -0.047 28 -0.001 28 NC 1 NC 1 1277 4 max 0.094 31 0.043 16 0.07 22 0.001 19 NC 33 NC 33 1278 min -0.167 15 -0.026 31 -0.067 28 -0.001 28 NC 1 NC 1 1279 5 max 0.12 31 0.056 16 0.09 22 0.001 19 NC 33 NC 33 1280 min -0.215 15 -0.034 31 -0.086 28 -0.001 10 NC 1 NC 1 1281 M846 1 max 0.022 15 0.003 31 0.011 28 0.002 28 NC 33 NC 33 1282 min -0.013 31 -0.006 15 -0.009 22 -0.001 22 NC 1 NC 1 1283 2 max 0.061 15 0.008 31 0.032 28 0.001 28 NC 33 NC 33 1284 min -0.038 31 -0.016 15 -0.03 22 -0.001 22 NC 1 NC 1 1285 3 max 0.1 15 0.013 31 0.053 28 0.001 28 NC 33 NC 33 1286 min -0.063 31 -0.026 15 -0.05 22 -0.001 22 NC 1 NC 1 1287 4 max 0.139 15 0.019 31 0.073 28 0.001 28 NC 33 NC 33 1288 min -0.088 31 -0.037 15 -0.07 22 -0.001 22 NC 1 NC 1 1289 5 max 0.178 15 0.024 31 0.094 28 0.001 20 NC 33 NC 33 1290 min -0.112 31 -0.047 15 -0.09 22 -0.001 11 NC 1 NC 1 1291 M847 1 max 0.012 31 0.005 16 0.009 22 0.001 22 NC 33 NC 33 1292 min -0.02 15 -0.003 31 -0.011 28 -0.002 28 NC 1 NC 1 1293 2 max 0.036 31 0.016 16 0.028 22 0.001 22 NC 33 NC 33 1294 min -0.063 15 -0.01 31 -0.03 28 -0.001 28 NC 1 NC 1 1295 3 max 0.06 31 0.028 16 0.047 22 0.001 22 NC 33 NC 33 1296 min -0.106 15 -0.017 31 -0.05 28 -0.001 28 NC 1 NC 1 1297 4 max 0.083 31 0.039 16 0.067 22 0.001 22 NC 33 NC 33 1298 min -0.149 15 -0.024 31 -0.07 28 -0.001 28 NC 1 NC 1 1299 5 max 0.107 31 0.05 16 0.086 22 0.001 11 NC 33 NC 33 1300 min -0.192 15 -0.031 31 -0.09 28 -0.001 20 NC 1 NC 1 1301 M860 1 max 0.026 15 0.003 31 0.012 28 0.002 28 NC 33 NC 33 1302 min -0.012 31 -0.008 15 -0.01 22 -0.002 22 NC 1 NC 1 1303 2 max 0.077 15 0.012 31 0.034 6 0.001 28 NC 33 NC 33 1304 min -0.045 31 -0.023 15 -0.096 10 -0.003 10 NC 1 NC 1 1305 3 max 0.129 15 0.021 31 0.069 6 0.002 4 NC 33 NC 33 1306 min -0.077 31 -0.038 15 -0.191 10 -0.005 10 NC 1 NC 1 1307 4 max 0.18 15 0.03 31 0.104 6 0.003 21 NC 33 NC 33 1308 min -0.11 31 -0.053 15 -0.285 10 -0.007 10 NC 1 NC 1 1309 5 max 0.231 15 0.039 31 0.139 6 0.004 21 NC 33 NC 33 1310 min -0.143 31 -0.068 15 -0.38 10 -0.009 10 NC 1 NC 1 1311 M861 1 max 0.016 31 0.005 15 0.018 10 0.003 10 NC 33 NC 33 1312 min -0.02 15 -0.004 31 -0.007 28 -0.001 16 NC 1 NC 1 1313 2 max 0.047 31 0.02 15 0.064 10 0.004 10 NC 33 NC 33 1314 min -0.075 15 -0.014 31 -0.027 28 -0.002 21 NC 1 NC 1 1315 3 max 0.079 31 0.035 15 0.11 10 0.005 10 NC 33 NC 33 1316 min -0.131 15 -0.023 31 -0.046 28 -0.002 21 NC 1 NC 1 1317 4 max 0.11 31 0.05 15 0.156 10 0.007 10 NC 33 NC 33 1318 min -0.186 15 -0.032 31 -0.065 28 -0.003 19 NC 1 NC 1 1319 5 max 0.142 31 0.065 15 0.202 10 0.008 10 NC 33 NC 33 1320 min -0.242 15 -0.041 31 -0.085 28 -0.004 19 NC 1 NC 1 1321 M863 1 max 0.014 31 0.006 16 0.011 22 0.002 22 NC 33 NC 33 1322 min -0.022 15 -0.004 31 -0.01 28 -0.002 28 NC 1 NC 1 1323 2 max 0.041 31 0.019 16 0.032 22 0.001 22 NC 33 NC 33 1324 min -0.067 15 -0.012 31 -0.03 28 -0.001 28 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 202 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1325 3 max 0.069 31 0.032 16 0.053 22 0.001 22 NC 33 NC 33 1326 min -0.112 15 -0.021 31 -0.05 28 -0.001 28 NC 1 NC 1 1327 4 max 0.097 31 0.044 16 0.074 22 0.001 19 NC 33 NC 33 1328 min -0.158 15 -0.029 31 -0.07 28 -0.001 28 NC 1 NC 1 1329 5 max 0.124 31 0.057 16 0.095 22 0.001 19 NC 33 NC 33 1330 min -0.203 15 -0.038 31 -0.09 28 -0.001 10 NC 1 NC 1 1331 M864 1 max 0.023 15 0.003 31 0.009 28 0.001 28 NC 33 NC 33 1332 min -0.014 31 -0.006 15 -0.011 22 -0.002 22 NC 1 NC 1 1333 2 max 0.067 15 0.01 31 0.033 28 0.001 28 NC 33 NC 33 1334 min -0.042 31 -0.019 15 -0.034 22 -0.001 22 NC 1 NC 1 1335 3 max 0.11 15 0.017 31 0.058 28 0.001 28 NC 33 NC 33 1336 min -0.071 31 -0.031 15 -0.058 22 -0.001 22 NC 1 NC 1 1337 4 max 0.154 15 0.023 31 0.083 28 0.001 28 NC 33 NC 33 1338 min -0.099 31 -0.044 15 -0.082 22 -0.001 19 NC 1 NC 1 1339 5 max 0.198 15 0.03 31 0.107 28 0.001 10 NC 33 NC 33 1340 min -0.127 31 -0.056 15 -0.106 22 -0.001 19 NC 1 NC 1 1341 M865 1 max 0.022 15 0.004 31 0.01 28 0.002 28 NC 33 NC 33 1342 min -0.014 31 -0.006 15 -0.011 22 -0.002 22 NC 1 NC 1 1343 2 max 0.066 15 0.011 31 0.034 28 0.001 28 NC 33 NC 33 1344 min -0.043 31 -0.02 15 -0.043 22 -0.001 22 NC 1 NC 1 1345 3 max 0.11 15 0.019 31 0.059 28 0.001 28 NC 33 NC 33 1346 min -0.072 31 -0.034 15 -0.075 22 -0.001 22 NC 1 NC 1 1347 4 max 0.155 15 0.026 31 0.083 28 0.001 28 NC 33 NC 33 1348 min -0.102 31 -0.048 15 -0.108 22 -0.001 22 NC 1 NC 1 1349 5 max 0.199 15 0.034 31 0.107 28 0.001 10 NC 33 NC 33 1350 min -0.131 31 -0.062 15 -0.14 22 -0.001 19 NC 1 NC 1 1351 M866 1 max 0.013 31 0.006 16 0.016 10 0.002 10 NC 33 NC 33 1352 min -0.021 15 -0.004 31 -0.009 28 -0.001 28 NC 1 NC 1 1353 2 max 0.041 31 0.02 16 0.037 22 0.002 22 NC 33 NC 33 1354 min -0.065 15 -0.013 31 -0.034 28 -0.001 28 NC 1 NC 1 1355 3 max 0.069 31 0.033 16 0.06 22 0.001 22 NC 33 NC 33 1356 min -0.11 15 -0.023 31 -0.058 28 -0.001 28 NC 1 NC 1 1357 4 max 0.096 31 0.047 16 0.083 22 0.001 22 NC 33 NC 33 1358 min -0.154 15 -0.032 31 -0.083 28 -0.001 28 NC 1 NC 1 1359 5 max 0.124 31 0.06 16 0.106 22 0.001 19 NC 33 NC 33 1360 min -0.198 15 -0.041 31 -0.107 28 -0.001 10 NC 1 NC 1 1361 M867 1 max 0.014 31 0.006 16 0.011 22 0.002 22 NC 33 NC 33 1362 min -0.025 15 -0.004 31 -0.009 28 -0.001 28 NC 1 NC 1 1363 2 max 0.04 31 0.018 16 0.032 22 0.001 22 NC 33 NC 33 1364 min -0.074 15 -0.011 31 -0.03 28 -0.001 28 NC 1 NC 1 1365 3 max 0.067 31 0.03 16 0.054 22 0.001 22 NC 33 NC 33 1366 min -0.122 15 -0.018 31 -0.052 28 -0.001 28 NC 1 NC 1 1367 4 max 0.093 31 0.042 16 0.076 22 0.001 19 NC 33 NC 33 1368 min -0.171 15 -0.024 31 -0.073 28 -0.001 28 NC 1 NC 1 1369 5 max 0.12 31 0.054 16 0.098 22 0.001 19 NC 33 NC 33 1370 min -0.219 15 -0.031 31 -0.095 28 -0.001 10 NC 1 NC 1 1371 M868 1 max 0.024 15 0.003 31 0.009 28 0.001 28 NC 33 NC 33 1372 min -0.014 31 -0.007 15 -0.011 22 -0.002 22 NC 1 NC 1 1373 2 max 0.072 15 0.01 31 0.029 28 0.001 28 NC 33 NC 33 1374 min -0.04 31 -0.02 15 -0.031 22 -0.001 22 NC 1 NC 1 1375 3 max 0.119 15 0.016 31 0.048 28 0.001 28 NC 33 NC 33 1376 min -0.067 31 -0.033 15 -0.05 22 -0.001 22 NC 1 NC 1 1377 4 max 0.166 15 0.023 31 0.067 28 0.001 28 NC 33 NC 33 1378 min -0.094 31 -0.047 15 -0.07 22 -0.001 19 NC 1 NC 1 1379 5 max 0.213 15 0.029 31 0.086 28 0.001 10 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 203 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1380 min -0.121 31 -0.06 15 -0.09 22 -0.001 19 NC 1 NC 1 1381 M869 1 max 0.013 31 0.006 16 0.011 22 0.002 22 NC 33 NC 33 1382 min -0.025 15 -0.004 31 -0.009 28 -0.001 28 NC 1 NC 1 1383 2 max 0.041 31 0.02 16 0.044 22 0.001 22 NC 33 NC 33 1384 min -0.076 15 -0.011 31 -0.041 28 -0.001 28 NC 1 NC 1 1385 3 max 0.068 31 0.034 16 0.077 22 0.001 22 NC 33 NC 33 1386 min -0.127 15 -0.019 31 -0.073 28 -0.001 28 NC 1 NC 1 1387 4 max 0.095 31 0.048 16 0.109 22 0.001 19 NC 33 NC 33 1388 min -0.178 15 -0.027 31 -0.104 28 -0.001 28 NC 1 NC 1 1389 5 max 0.122 31 0.062 16 0.142 22 0.001 19 NC 33 NC 33 1390 min -0.23 15 -0.035 31 -0.136 28 -0.001 10 NC 1 NC 1 1391 M870 1 max 0.023 15 0.004 31 0.012 28 0.002 28 NC 33 NC 33 1392 min -0.013 31 -0.007 15 -0.014 22 -0.002 22 NC 1 NC 1 1393 2 max 0.071 15 0.011 31 0.033 28 0.002 28 NC 33 NC 33 1394 min -0.039 31 -0.023 15 -0.035 22 -0.002 22 NC 1 NC 1 1395 3 max 0.119 15 0.018 31 0.053 28 0.001 28 NC 33 NC 33 1396 min -0.066 31 -0.038 15 -0.056 22 -0.001 22 NC 1 NC 1 1397 4 max 0.166 15 0.025 31 0.074 28 0.001 28 NC 33 NC 33 1398 min -0.093 31 -0.054 15 -0.077 22 -0.001 19 NC 1 NC 1 1399 5 max 0.214 15 0.033 31 0.095 28 0.001 10 NC 33 NC 33 1400 min -0.119 31 -0.069 15 -0.098 22 -0.001 19 NC 1 NC 1 1401 M871 1 max 0.012 31 0.006 16 0.009 22 0.001 22 NC 33 NC 33 1402 min -0.022 15 -0.003 31 -0.011 28 -0.002 28 NC 1 NC 1 1403 2 max 0.037 31 0.018 16 0.041 22 0.001 22 NC 33 NC 33 1404 min -0.068 15 -0.01 31 -0.043 28 -0.001 28 NC 1 NC 1 1405 3 max 0.061 31 0.031 16 0.073 22 0.001 22 NC 33 NC 33 1406 min -0.115 15 -0.018 31 -0.076 28 -0.001 28 NC 1 NC 1 1407 4 max 0.086 31 0.043 16 0.105 22 0.001 22 NC 33 NC 33 1408 min -0.161 15 -0.025 31 -0.108 28 -0.001 28 NC 1 NC 1 1409 5 max 0.111 31 0.056 16 0.137 22 0.001 11 NC 33 NC 33 1410 min -0.207 15 -0.032 31 -0.14 28 -0.001 20 NC 1 NC 1 1411 M872 1 max 0.021 15 0.003 31 0.014 28 0.002 28 NC 33 NC 33 1412 min -0.012 31 -0.007 15 -0.013 22 -0.002 22 NC 1 NC 1 1413 2 max 0.064 15 0.01 31 0.035 28 0.002 28 NC 33 NC 33 1414 min -0.036 31 -0.02 15 -0.033 22 -0.002 22 NC 1 NC 1 1415 3 max 0.106 15 0.016 31 0.057 28 0.001 28 NC 33 NC 33 1416 min -0.06 31 -0.034 15 -0.053 22 -0.001 22 NC 1 NC 1 1417 4 max 0.149 15 0.022 31 0.078 28 0.001 28 NC 33 NC 33 1418 min -0.084 31 -0.048 15 -0.073 22 -0.001 22 NC 1 NC 1 1419 5 max 0.192 15 0.029 31 0.099 28 0.001 20 NC 33 NC 33 1420 min -0.108 31 -0.062 15 -0.093 22 -0.001 11 NC 1 NC 1 1421 M873 1 max 0.022 15 0.003 31 0.011 28 0.002 28 NC 33 NC 33 1422 min -0.012 31 -0.006 15 -0.009 22 -0.001 22 NC 1 NC 1 1423 2 max 0.064 15 0.009 31 0.031 28 0.001 28 NC 33 NC 33 1424 min -0.036 31 -0.018 15 -0.028 22 -0.001 22 NC 1 NC 1 1425 3 max 0.106 15 0.014 31 0.05 28 0.001 28 NC 33 NC 33 1426 min -0.06 31 -0.03 15 -0.048 22 -0.001 22 NC 1 NC 1 1427 4 max 0.148 15 0.02 31 0.07 28 0.001 28 NC 33 NC 33 1428 min -0.084 31 -0.042 15 -0.067 22 -0.001 22 NC 1 NC 1 1429 5 max 0.19 15 0.026 31 0.09 28 0.001 20 NC 33 NC 33 1430 min -0.108 31 -0.054 15 -0.086 22 -0.001 11 NC 1 NC 1 1431 M874 1 max 0.013 31 0.005 16 0.009 22 0.001 22 NC 33 NC 33 1432 min -0.023 15 -0.003 31 -0.011 28 -0.002 28 NC 1 NC 1 1433 2 max 0.036 31 0.016 16 0.03 22 0.001 22 NC 33 NC 33 1434 min -0.066 15 -0.009 31 -0.033 28 -0.001 28 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 204 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1435 3 max 0.06 31 0.027 16 0.051 22 0.001 22 NC 33 NC 33 1436 min -0.11 15 -0.016 31 -0.055 28 -0.001 28 NC 1 NC 1 1437 4 max 0.084 31 0.037 16 0.072 22 0.001 22 NC 33 NC 33 1438 min -0.153 15 -0.022 31 -0.077 28 -0.001 28 NC 1 NC 1 1439 5 max 0.108 31 0.048 16 0.093 22 0.001 11 NC 33 NC 33 1440 min -0.197 15 -0.028 31 -0.099 28 -0.001 20 NC 1 NC 1 1441 M875 1 max 0.012 31 0.005 16 0.01 22 0.001 22 NC 33 NC 33 1442 min -0.019 15 -0.004 31 -0.012 28 -0.002 28 NC 1 NC 1 1443 2 max 0.036 31 0.016 16 0.03 22 0.001 22 NC 33 NC 33 1444 min -0.059 15 -0.011 31 -0.032 28 -0.001 28 NC 1 NC 1 1445 3 max 0.061 31 0.027 16 0.05 22 0.001 22 NC 33 NC 33 1446 min -0.099 15 -0.018 31 -0.053 28 -0.001 28 NC 1 NC 1 1447 4 max 0.086 31 0.038 16 0.07 22 0.001 22 NC 33 NC 33 1448 min -0.139 15 -0.026 31 -0.074 28 -0.001 28 NC 1 NC 1 1449 5 max 0.11 31 0.05 16 0.09 22 0.001 11 NC 33 NC 33 1450 min -0.179 15 -0.033 31 -0.094 28 -0.001 20 NC 1 NC 1 1451 M876 1 max 0.02 15 0.003 31 0.011 28 0.002 28 NC 33 NC 33 1452 min -0.012 31 -0.006 15 -0.009 22 -0.001 22 NC 1 NC 1 1453 2 max 0.058 15 0.009 31 0.036 28 0.001 28 NC 33 NC 33 1454 min -0.037 31 -0.017 15 -0.032 22 -0.001 22 NC 1 NC 1 1455 3 max 0.095 15 0.015 31 0.061 28 0.001 28 NC 33 NC 33 1456 min -0.061 31 -0.028 15 -0.055 22 -0.001 22 NC 1 NC 1 1457 4 max 0.133 15 0.02 31 0.086 28 0.001 28 NC 33 NC 33 1458 min -0.086 31 -0.039 15 -0.078 22 -0.001 22 NC 1 NC 1 1459 5 max 0.171 15 0.026 31 0.112 28 0.001 20 NC 33 NC 33 1460 min -0.11 31 -0.05 15 -0.101 22 -0.001 11 NC 1 NC 1 1461 M877 1 max 0.012 31 0.005 16 0.012 22 0.002 22 NC 33 NC 33 1462 min -0.018 15 -0.004 31 -0.011 28 -0.002 28 NC 1 NC 1 1463 2 max 0.036 31 0.017 16 0.034 22 0.002 22 NC 33 NC 33 1464 min -0.056 15 -0.012 31 -0.036 28 -0.001 28 NC 1 NC 1 1465 3 max 0.06 31 0.028 16 0.057 22 0.001 22 NC 33 NC 33 1466 min -0.095 15 -0.019 31 -0.062 28 -0.001 28 NC 1 NC 1 1467 4 max 0.084 31 0.04 16 0.079 22 0.001 22 NC 33 NC 33 1468 min -0.133 15 -0.027 31 -0.087 28 -0.001 28 NC 1 NC 1 1469 5 max 0.108 31 0.051 16 0.101 22 0.001 11 NC 33 NC 33 1470 min -0.172 15 -0.035 31 -0.112 28 -0.001 20 NC 1 NC 1 1471 M878 1 max 0.019 15 0.003 31 0.012 28 0.002 28 NC 33 NC 33 1472 min -0.012 31 -0.006 15 -0.01 22 -0.001 22 NC 1 NC 1 1473 2 max 0.056 15 0.009 31 0.037 28 0.001 28 NC 33 NC 33 1474 min -0.037 31 -0.017 15 -0.041 22 -0.001 22 NC 1 NC 1 1475 3 max 0.094 15 0.016 31 0.062 28 0.001 28 NC 33 NC 33 1476 min -0.062 31 -0.029 15 -0.072 22 -0.001 22 NC 1 NC 1 1477 4 max 0.132 15 0.022 31 0.087 28 0.001 28 NC 33 NC 33 1478 min -0.087 31 -0.041 15 -0.103 22 -0.001 22 NC 1 NC 1 1479 5 max 0.169 15 0.028 31 0.112 28 0.001 20 NC 33 NC 33 1480 min -0.112 31 -0.052 15 -0.135 22 -0.001 22 NC 1 NC 1 1481 M879 1 max 0.011 31 0.004 16 0.03 10 0.005 10 NC 33 NC 33 1482 min -0.011 15 -0.004 31 -0.011 6 -0.002 6 NC 1 NC 1 1483 2 max 0.037 31 0.017 16 0.056 10 0.003 10 NC 33 NC 33 1484 min -0.048 15 -0.014 31 -0.028 28 -0.001 6 NC 1 NC 1 1485 3 max 0.063 31 0.029 16 0.082 10 0.002 10 NC 33 NC 33 1486 min -0.085 15 -0.024 31 -0.054 28 -0.001 6 NC 1 NC 1 1487 4 max 0.088 31 0.042 16 0.11 22 0.002 9 NC 33 NC 33 1488 min -0.122 15 -0.033 31 -0.079 28 -0.001 5 NC 1 NC 1 1489 5 max 0.114 31 0.055 16 0.142 22 0.001 9 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 205 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1490 min -0.16 15 -0.043 31 -0.104 28 -0.001 20 NC 1 NC 1 1491 M880 1 max 0.016 15 0.004 31 0.01 28 0.002 28 NC 33 NC 33 1492 min -0.012 31 -0.006 15 -0.013 10 -0.002 10 NC 1 NC 1 1493 2 max 0.05 15 0.012 31 0.032 6 0.001 28 NC 33 NC 33 1494 min -0.038 31 -0.018 15 -0.091 10 -0.002 22 NC 1 NC 1 1495 3 max 0.085 15 0.019 31 0.06 6 0.001 28 NC 33 NC 33 1496 min -0.065 31 -0.03 15 -0.168 10 -0.001 22 NC 1 NC 1 1497 4 max 0.119 15 0.027 31 0.088 6 0.001 28 NC 33 NC 33 1498 min -0.091 31 -0.042 15 -0.246 10 -0.001 22 NC 1 NC 1 1499 5 max 0.153 15 0.035 31 0.117 6 0.001 28 NC 33 NC 33 1500 min -0.118 31 -0.054 15 -0.324 10 -0.001 22 NC 1 NC 1 1501 M881 1 max 0.014 31 0.005 16 0.034 10 0.005 10 NC 33 NC 33 1502 min -0.014 15 -0.005 31 -0.012 6 -0.002 6 NC 1 NC 1 1503 2 max 0.044 31 0.02 16 0.065 10 0.004 10 NC 33 NC 33 1504 min -0.059 15 -0.016 31 -0.027 28 -0.001 6 NC 1 NC 1 1505 3 max 0.075 31 0.036 16 0.096 10 0.002 10 NC 33 NC 33 1506 min -0.104 15 -0.028 31 -0.05 28 -0.001 6 NC 1 NC 1 1507 4 max 0.105 31 0.051 16 0.128 10 0.001 22 NC 33 NC 33 1508 min -0.149 15 -0.039 31 -0.073 28 -0.001 28 NC 1 NC 1 1509 5 max 0.136 31 0.067 16 0.159 10 0.001 19 NC 33 NC 33 1510 min -0.194 15 -0.051 31 -0.096 28 -0.001 10 NC 1 NC 1 1511 M882 1 max 0.02 15 0.004 31 0.008 28 0.001 28 NC 33 NC 33 1512 min -0.014 31 -0.007 15 -0.019 10 -0.003 10 NC 1 NC 1 1513 2 max 0.062 15 0.014 31 0.035 6 0.001 28 NC 33 NC 33 1514 min -0.046 31 -0.023 15 -0.099 10 -0.002 10 NC 1 NC 1 1515 3 max 0.105 15 0.024 31 0.065 6 0.001 28 NC 33 NC 33 1516 min -0.078 31 -0.038 15 -0.18 10 -0.001 22 NC 1 NC 1 1517 4 max 0.148 15 0.034 31 0.094 6 0.001 28 NC 33 NC 33 1518 min -0.111 31 -0.054 15 -0.26 10 -0.001 22 NC 1 NC 1 1519 5 max 0.191 15 0.044 31 0.124 6 0.001 20 NC 33 NC 33 1520 min -0.143 31 -0.069 15 -0.34 10 -0.001 11 NC 1 NC 1 1521 M891 1 max 0.021 15 0.003 31 0.013 28 0.002 28 NC 33 NC 33 1522 min -0.008 31 -0.009 15 -0.014 22 -0.002 22 NC 1 NC 1 1523 2 max 0.069 15 0.017 31 0.047 6 0.001 6 NC 33 NC 33 1524 min -0.04 31 -0.032 15 -0.152 10 -0.004 10 NC 1 NC 1 1525 3 max 0.117 15 0.032 31 0.093 6 0.002 6 NC 33 NC 33 1526 min -0.073 31 -0.055 15 -0.295 10 -0.007 10 NC 1 NC 1 1527 4 max 0.165 15 0.046 31 0.139 6 0.003 21 NC 33 NC 33 1528 min -0.106 31 -0.078 15 -0.438 10 -0.009 10 NC 1 NC 1 1529 5 max 0.213 15 0.06 31 0.186 6 0.005 21 NC 33 NC 33 1530 min -0.139 31 -0.101 15 -0.581 10 -0.011 10 NC 1 NC 1 1531 M892 1 max 0.013 31 0.005 15 0.015 22 0.002 22 NC 33 NC 33 1532 min -0.013 15 -0.006 31 -0.013 28 -0.002 28 NC 1 NC 1 1533 2 max 0.043 31 0.028 15 0.127 10 0.003 10 NC 33 NC 33 1534 min -0.065 15 -0.02 31 -0.039 28 -0.002 16 NC 1 NC 1 1535 3 max 0.072 31 0.051 15 0.246 10 0.005 10 NC 33 NC 33 1536 min -0.118 15 -0.034 31 -0.076 6 -0.002 16 NC 1 NC 1 1537 4 max 0.102 31 0.074 15 0.364 10 0.007 10 NC 33 NC 33 1538 min -0.171 15 -0.048 31 -0.114 6 -0.003 21 NC 1 NC 1 1539 5 max 0.132 31 0.097 15 0.483 10 0.009 10 NC 33 NC 33 1540 min -0.223 15 -0.062 31 -0.152 6 -0.004 21 NC 1 NC 1 1541 M893 1 max 0.023 15 0.003 31 0.016 6 0.002 6 NC 33 NC 33 1542 min -0.012 31 -0.008 15 -0.047 10 -0.007 10 NC 1 NC 1 1543 2 max 0.072 15 0.015 31 0.055 6 0.001 6 NC 33 NC 33 1544 min -0.051 31 -0.026 15 -0.174 10 -0.005 10 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 206 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1545 3 max 0.121 15 0.027 31 0.095 6 0.001 28 NC 33 NC 33 1546 min -0.09 31 -0.044 15 -0.301 10 -0.002 22 NC 1 NC 1 1547 4 max 0.17 15 0.038 31 0.135 6 0.001 28 NC 33 NC 33 1548 min -0.129 31 -0.061 15 -0.428 10 -0.001 19 NC 1 NC 1 1549 5 max 0.219 15 0.05 31 0.175 6 0.003 10 NC 33 NC 33 1550 min -0.168 31 -0.079 15 -0.555 10 -0.002 19 NC 1 NC 1 1551 M894 1 max 0.014 31 0.006 16 0.047 10 0.007 10 NC 33 NC 33 1552 min -0.011 15 -0.007 31 -0.016 6 -0.002 4 NC 1 NC 1 1553 2 max 0.047 31 0.031 16 0.149 10 0.005 10 NC 33 NC 33 1554 min -0.063 15 -0.025 31 -0.048 6 -0.002 6 NC 1 NC 1 1555 3 max 0.08 31 0.057 16 0.251 10 0.003 10 NC 33 NC 33 1556 min -0.114 15 -0.043 31 -0.079 6 -0.001 28 NC 1 NC 1 1557 4 max 0.114 31 0.083 16 0.353 10 0.002 22 NC 33 NC 33 1558 min -0.165 15 -0.06 31 -0.11 6 -0.001 28 NC 1 NC 1 1559 5 max 0.147 31 0.108 16 0.455 10 0.001 22 NC 33 NC 33 1560 min -0.216 15 -0.078 31 -0.142 6 -0.001 28 NC 1 NC 1 1561 M895 1 max 0.304 15 0.003 21 0.146 16 0.004 21 NC 33 NC 33 1562 min -0.092 31 -0.007 10 -0.418 10 -0.009 10 NC 1 NC 1 1563 2 max 0.345 15 0.243 21 0.19 16 0.005 21 NC 33 NC 33 1564 min -0.116 31 -0.485 10 -0.439 10 -0.01 10 NC 1 NC 1 1565 3 max 0.385 15 0.483 21 0.233 16 0.005 21 NC 33 NC 33 1566 min -0.14 31 -0.962 10 -0.461 10 -0.01 10 NC 1 NC 1 1567 4 max 0.425 15 0.722 21 0.276 16 0.006 21 NC 33 NC 33 1568 min -0.164 31 -1.44 10 -0.482 10 -0.011 10 NC 1 NC 1 1569 5 max 0.465 15 0.962 21 0.32 16 0.006 19 NC 33 NC 33 1570 min -0.188 31 -1.917 10 -0.504 10 -0.012 10 NC 1 NC 1 1571 M896 1 max 0.319 31 0.962 21 0.526 10 0.014 10 NC 33 NC 33 1572 min -0.448 16 -1.917 10 -0.168 4 -0.007 21 NC 1 NC 1 1573 2 max 0.327 31 1.046 21 0.503 10 0.011 10 NC 33 NC 33 1574 min -0.47 16 -2.069 10 -0.16 4 -0.006 21 NC 1 NC 1 1575 3 max 0.334 31 1.13 21 0.48 10 0.009 10 NC 33 NC 33 1576 min -0.492 16 -2.221 10 -0.152 6 -0.005 21 NC 1 NC 1 1577 4 max 0.342 31 1.214 19 0.457 10 0.006 10 NC 33 NC 33 1578 min -0.514 16 -2.373 10 -0.144 6 -0.003 21 NC 1 NC 1 1579 5 max 0.35 31 1.298 19 0.434 10 0.004 10 NC 33 NC 33 1580 min -0.536 16 -2.525 10 -0.136 6 -0.002 21 NC 1 NC 1 1581 M897 1 max 0.606 15 1.298 19 0.312 16 0.004 19 NC 33 NC 33 1582 min -0.271 31 -2.525 10 -0.412 10 -0.007 10 NC 1 NC 1 1583 2 max 0.61 15 1.439 19 0.334 16 0.003 19 NC 33 NC 33 1584 min -0.271 31 -2.77 10 -0.434 10 -0.004 10 NC 1 NC 1 1585 3 max 0.615 15 1.581 19 0.356 16 0.001 19 NC 33 NC 33 1586 min -0.27 31 -3.014 10 -0.455 10 -0.001 10 NC 1 NC 1 1587 4 max 0.619 15 1.723 19 0.379 16 0.002 10 NC 33 NC 33 1588 min -0.269 31 -3.259 10 -0.477 10 -0.001 4 NC 1 NC 1 1589 5 max 0.624 15 1.864 21 0.401 16 0.005 10 NC 33 NC 33 1590 min -0.268 31 -3.503 10 -0.499 10 -0.002 19 NC 1 NC 1 1591 M898 1 max 0.401 31 1.864 21 0.513 10 0.001 21 NC 33 NC 33 1592 min -0.603 16 -3.503 10 -0.164 4 -0.002 10 NC 1 NC 1 1593 2 max 0.385 31 1.669 19 0.491 10 0.002 19 NC 33 NC 33 1594 min -0.584 16 -3.106 10 -0.156 6 -0.004 10 NC 1 NC 1 1595 3 max 0.37 31 1.475 19 0.468 10 0.003 19 NC 33 NC 33 1596 min -0.565 16 -2.709 10 -0.148 6 -0.006 10 NC 1 NC 1 1597 4 max 0.355 31 1.28 19 0.445 10 0.004 19 NC 33 NC 33 1598 min -0.546 16 -2.312 10 -0.14 6 -0.008 10 NC 1 NC 1 1599 5 max 0.34 31 1.085 19 0.423 10 0.005 19 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 207 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1600 min -0.527 16 -1.916 10 -0.132 6 -0.01 10 NC 1 NC 1 1601 M899 1 max 0.59 15 1.085 19 0.308 16 0.006 10 NC 33 NC 33 1602 min -0.262 31 -1.916 10 -0.407 10 -0.003 21 NC 1 NC 1 1603 2 max 0.544 15 0.946 19 0.302 16 0.007 10 NC 33 NC 33 1604 min -0.24 31 -1.664 10 -0.429 10 -0.004 21 NC 1 NC 1 1605 3 max 0.497 15 0.807 19 0.296 16 0.009 10 NC 33 NC 33 1606 min -0.218 31 -1.412 10 -0.451 10 -0.005 21 NC 1 NC 1 1607 4 max 0.451 15 0.668 19 0.29 16 0.01 10 NC 33 NC 33 1608 min -0.196 31 -1.16 10 -0.473 10 -0.005 21 NC 1 NC 1 1609 5 max 0.404 15 0.529 19 0.284 16 0.011 10 NC 33 NC 33 1610 min -0.174 31 -0.908 10 -0.495 10 -0.006 19 NC 1 NC 1 1611 M900 1 max 0.299 31 0.529 19 0.511 10 0.006 21 NC 33 NC 33 1612 min -0.386 16 -0.908 10 -0.164 6 -0.011 10 NC 1 NC 1 1613 2 max 0.27 31 0.398 19 0.487 10 0.005 21 NC 33 NC 33 1614 min -0.349 16 -0.683 10 -0.155 6 -0.008 10 NC 1 NC 1 1615 3 max 0.241 31 0.267 19 0.464 10 0.004 21 NC 33 NC 33 1616 min -0.311 16 -0.459 10 -0.147 6 -0.005 10 NC 1 NC 1 1617 4 max 0.211 31 0.136 19 0.44 10 0.002 21 NC 33 NC 33 1618 min -0.273 16 -0.234 10 -0.139 6 -0.003 10 NC 1 NC 1 1619 5 max 0.185 10 0.005 21 0.416 10 0.001 22 NC 33 NC 33 1620 min -0.235 16 -0.01 10 -0.13 6 -0.002 28 NC 1 NC 1 1621 M901 1 max 0.286 15 0.005 21 0.133 6 0.002 28 NC 33 NC 33 1622 min -0.13 31 -0.01 10 -0.429 10 -0.001 22 NC 1 NC 1 1623 2 max 0.31 15 0.014 28 0.155 16 0.001 28 NC 33 NC 33 1624 min -0.143 31 -0.024 22 -0.453 10 -0.001 22 NC 1 NC 1 1625 3 max 0.333 15 0.031 28 0.183 16 0.001 28 NC 33 NC 33 1626 min -0.157 31 -0.046 22 -0.478 10 -0.001 22 NC 1 NC 1 1627 4 max 0.357 15 0.048 28 0.212 16 0.001 4 NC 33 NC 33 1628 min -0.17 31 -0.068 22 -0.502 10 -0.002 10 NC 1 NC 1 1629 5 max 0.38 15 0.064 28 0.241 16 0.001 4 NC 33 NC 33 1630 min -0.184 31 -0.09 22 -0.526 10 -0.003 10 NC 1 NC 1 1631 M902 1 max 0.284 10 0.064 28 0.477 10 0.001 10 NC 33 NC 33 1632 min -0.368 16 -0.09 22 -0.153 6 0 6 NC 1 NC 1 1633 2 max 0.287 31 0.08 28 0.454 10 0.002 10 NC 33 NC 33 1634 min -0.391 16 -0.278 10 -0.145 6 -0.001 4 NC 1 NC 1 1635 3 max 0.296 31 0.166 6 0.431 10 0.003 10 NC 33 NC 33 1636 min -0.414 16 -0.523 10 -0.137 6 -0.001 4 NC 1 NC 1 1637 4 max 0.305 31 0.252 6 0.407 10 0.003 10 NC 33 NC 33 1638 min -0.437 16 -0.767 10 -0.128 6 -0.001 4 NC 1 NC 1 1639 5 max 0.314 31 0.338 6 0.388 15 0.004 10 NC 33 NC 33 1640 min -0.46 16 -1.012 10 -0.12 6 -0.001 28 NC 1 NC 1 1641 M903 1 max 0.22 31 0.161 6 0.505 10 0.005 10 NC 33 NC 33 1642 min -0.495 15 -0.498 10 -0.346 16 -0.002 4 NC 1 NC 1 1643 2 max 0.208 31 0.14 6 0.481 10 0.005 10 NC 33 NC 33 1644 min -0.472 15 -0.44 10 -0.313 16 -0.002 4 NC 1 NC 1 1645 3 max 0.197 31 0.119 6 0.456 10 0.005 10 NC 33 NC 33 1646 min -0.45 15 -0.383 10 -0.28 16 -0.002 6 NC 1 NC 1 1647 4 max 0.186 31 0.098 6 0.432 10 0.005 10 NC 33 NC 33 1648 min -0.427 15 -0.325 10 -0.246 16 -0.002 6 NC 1 NC 1 1649 5 max 0.174 31 0.089 28 0.407 10 0.005 10 NC 33 NC 33 1650 min -0.404 15 -0.268 10 -0.213 16 -0.002 6 NC 1 NC 1 1651 M904 1 max 0.355 16 0.089 28 0.131 6 0.001 28 NC 33 NC 33 1652 min -0.248 31 -0.268 10 -0.42 10 -0.003 10 NC 1 NC 1 1653 2 max 0.331 16 0.066 28 0.139 6 0.001 28 NC 33 NC 33 1654 min -0.239 31 -0.205 10 -0.444 10 -0.002 22 NC 1 NC 1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 208 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1655 3 max 0.307 16 0.043 28 0.148 6 0.001 28 NC 33 NC 33 1656 min -0.229 31 -0.143 10 -0.468 10 -0.001 22 NC 1 NC 1 1657 4 max 0.282 16 0.025 6 0.156 6 0.001 9 NC 33 NC 33 1658 min -0.22 31 -0.08 10 -0.491 10 -0.002 21 NC 1 NC 1 1659 5 max 0.258 16 0.009 21 0.164 6 0.003 10 NC 33 NC 33 1660 min -0.21 31 -0.017 10 -0.515 10 -0.002 19 NC 1 NC 1 1661 M905 1 max 0.112 31 0.009 21 0.517 10 0.002 19 NC 33 NC 33 1662 min -0.272 15 -0.017 10 -0.202 16 -0.003 10 NC 1 NC 1 1663 2 max 0.134 31 0.1 19 0.494 10 0.003 21 NC 33 NC 33 1664 min -0.314 15 -0.153 10 -0.201 16 -0.004 10 NC 1 NC 1 1665 3 max 0.156 31 0.191 19 0.471 10 0.003 21 NC 33 NC 33 1666 min -0.357 15 -0.289 10 -0.199 16 -0.005 10 NC 1 NC 1 1667 4 max 0.179 31 0.282 19 0.448 10 0.003 21 NC 33 NC 33 1668 min -0.4 15 -0.426 10 -0.197 16 -0.006 10 NC 1 NC 1 1669 5 max 0.201 31 0.374 19 0.425 10 0.004 21 NC 33 NC 33 1670 min -0.442 15 -0.562 10 -0.196 16 -0.007 10 NC 1 NC 1 1671 M906 1 max 0.371 16 0.374 19 0.125 6 0.01 10 NC 33 NC 33 1672 min -0.254 31 -0.562 10 -0.402 10 -0.006 19 NC 1 NC 1 1673 2 max 0.411 16 0.639 19 0.133 6 0.009 10 NC 33 NC 33 1674 min -0.284 31 -1.077 10 -0.424 10 -0.005 19 NC 1 NC 1 1675 3 max 0.451 16 0.905 19 0.142 6 0.009 10 NC 33 NC 33 1676 min -0.315 31 -1.593 10 -0.446 10 -0.005 19 NC 1 NC 1 1677 4 max 0.491 16 1.171 19 0.15 6 0.009 10 NC 33 NC 33 1678 min -0.345 31 -2.109 10 -0.469 10 -0.005 19 NC 1 NC 1 1679 5 max 0.531 16 1.436 19 0.158 4 0.008 10 NC 33 NC 33 1680 min -0.375 31 -2.625 10 -0.491 10 -0.004 21 NC 1 NC 1 1681 M907 1 max 0.267 31 1.436 19 0.513 10 0.006 19 NC 33 NC 33 1682 min -0.569 15 -2.625 10 -0.338 16 -0.011 10 NC 1 NC 1 1683 2 max 0.277 31 1.437 19 0.491 10 0.004 21 NC 33 NC 33 1684 min -0.59 15 -2.638 10 -0.328 16 -0.009 10 NC 1 NC 1 1685 3 max 0.287 31 1.437 19 0.469 10 0.003 21 NC 33 NC 33 1686 min -0.61 15 -2.651 10 -0.318 16 -0.006 10 NC 1 NC 1 1687 4 max 0.297 31 1.438 19 0.447 10 0.002 21 NC 33 NC 33 1688 min -0.631 15 -2.665 10 -0.308 16 -0.004 10 NC 1 NC 1 1689 5 max 0.307 31 1.439 19 0.424 10 0 6 NC 33 NC 33 1690 min -0.651 15 -2.678 10 -0.297 16 -0.001 10 NC 1 NC 1 1691 M908 1 max 0.559 16 1.439 19 0.129 6 0.005 10 NC 33 NC 33 1692 min -0.364 31 -2.678 10 -0.462 15 -0.002 19 NC 1 NC 1 1693 2 max 0.558 16 1.494 19 0.137 6 0.002 10 NC 33 NC 33 1694 min -0.367 31 -2.812 10 -0.45 15 -0.001 4 NC 1 NC 1 1695 3 max 0.558 16 1.55 19 0.145 6 0.001 21 NC 33 NC 33 1696 min -0.371 31 -2.946 10 -0.458 10 -0.002 10 NC 1 NC 1 1697 4 max 0.558 16 1.606 19 0.153 4 0.003 21 NC 33 NC 33 1698 min -0.374 31 -3.079 10 -0.48 10 -0.005 10 NC 1 NC 1 1699 5 max 0.557 16 1.662 21 0.161 4 0.004 19 NC 33 NC 33 1700 min -0.378 31 -3.213 10 -0.503 10 -0.008 10 NC 1 NC 1 1701 M909 1 max 0.266 31 1.662 21 0.518 10 0.006 10 NC 33 NC 33 1702 min -0.591 15 -3.213 10 -0.354 16 -0.003 21 NC 1 NC 1 1703 2 max 0.254 31 1.435 21 0.496 10 0.007 10 NC 33 NC 33 1704 min -0.569 15 -2.792 10 -0.322 16 -0.004 21 NC 1 NC 1 1705 3 max 0.243 31 1.208 21 0.473 10 0.009 10 NC 33 NC 33 1706 min -0.547 15 -2.37 10 -0.291 16 -0.005 21 NC 1 NC 1 1707 4 max 0.231 31 0.981 21 0.451 10 0.01 10 NC 33 NC 33 1708 min -0.524 15 -1.949 10 -0.26 16 -0.005 21 NC 1 NC 1 1709 5 max 0.219 31 0.754 21 0.429 10 0.011 10 NC 33 NC 33 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 209 Envelope Member Section Deflections - Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [rad] LC (n) L/y' Ratio LC (n) L/z' Ratio LC 1710 min -0.502 15 -1.527 10 -0.228 16 -0.006 21 NC 1 NC 1 1711 M910 1 max 0.417 16 0.754 21 0.133 6 0.004 19 NC 33 NC 33 1712 min -0.28 31 -1.527 10 -0.428 10 -0.008 10 NC 1 NC 1 1713 2 max 0.377 16 0.567 21 0.142 6 0.004 19 NC 33 NC 33 1714 min -0.26 31 -1.147 10 -0.451 10 -0.009 10 NC 1 NC 1 1715 3 max 0.337 16 0.379 21 0.15 6 0.005 19 NC 33 NC 33 1716 min -0.24 31 -0.768 10 -0.474 10 -0.01 10 NC 1 NC 1 1717 4 max 0.297 16 0.192 21 0.158 4 0.005 19 NC 33 NC 33 1718 min -0.249 10 -0.388 10 -0.496 10 -0.01 10 NC 1 NC 1 1719 5 max 0.257 16 0.004 19 0.166 4 0.005 19 NC 33 NC 33 1720 min -0.261 10 -0.009 10 -0.519 10 -0.011 10 NC 1 NC 1 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft] phi*Mn z-z [lb-ft]Cb Eqn 1 M860 3/4"DIAMETER 0.573 21.318 15 0.007 21.31810 53.62 14313.866 178.929 178.929 1 H1-1a* 2 M716 3/4"DIAMETER 0.566 22.42714 0.008 22.42710 48.447 14313.866 178.929 178.929 1 H1-1a* 3 M804 3/4"DIAMETER 0.555 22.466 15 0.008 22.46610 48.278 14313.866 178.929 178.929 1 H1-1a* 4 M754 3/4"DIAMETER 0.55 21.489 14 0.001 21.48919 52.77 14313.866 178.929 178.929 1 H1-1a* 5 M893 3/4"DIAMETER 0.544 21.471 15 0.003 21.471 15 52.856 14313.866 178.929 178.929 1 H1-1a* 6 M868 3/4"DIAMETER 0.531 21.164 15 0.001 21.16419 54.4 14313.866 178.929 178.929 1 H1-1a* 7 M870 3/4"DIAMETER 0.531 21.378 15 0.001 21.37819 53.317 14313.866 178.929 178.929 1 H1-1a* 8 M758 3/4"DIAMETER 0.521 22.435 16 0.005 22.43515 48.411 14313.866 178.929 178.929 1 H1-1a* 9 M891 3/4"DIAMETER 0.511 22.416 15 0.008 22.41610 48.493 14313.866 178.929 178.929 1 H1-1a* 10 M844 3/4"DIAMETER 0.504 21.06715 0.001 21.06719 54.902 14313.866 178.929 178.929 1 H1-1a* 11 M865 3/4"DIAMETER 0.499 21.253 15 0.001 21.25319 53.947 14313.866 178.929 178.929 1 H1-1a* 12 M756 3/4"DIAMETER 0.496 21.44 14 0.002 21.44 20 53.01 14313.866 178.929 178.929 1 H1-1a* 13 M824 3/4"DIAMETER 0.496 22.462 16 0.005 22.46220 48.296 14313.866 178.929 178.929 1 H1-1a* 14 M864 3/4"DIAMETER 0.494 21.15715 0.001 21.15719 54.437 14313.866 178.929 178.929 1 H1-1a* 15 M760 3/4"DIAMETER 0.481 22.35716 0.004 22.35720 48.75 14313.866 178.929 178.929 1 H1-1a* 16 M799 3/4"DIAMETER 0.479 21.385 15 0.002 21.38519 53.285 14313.866 178.929 178.929 1 H1-1a* 17 M872 3/4"DIAMETER 0.476 21.361 15 0.002 21.361 20 53.402 14313.866 178.929 178.929 1 H1-1a* 18 M882 3/4"DIAMETER 0.473 21.602 15 0.002 21.60219 52.218 14313.866 178.929 178.929 1 H1-1a* 19 M873 3/4"DIAMETER 0.473 21.16715 0.001 21.16720 54.387 14313.866 178.929 178.929 1 H1-1a* 20 M780 3/4"DIAMETER 0.445 23.196 15 0.003 23.19610 45.288 14313.866 178.929 178.929 1 H1-1a* 21 M846 3/4"DIAMETER 0.442 21.049 15 0.001 21.04920 54.999 14313.866 178.929 178.929 1 H1-1a* 22 M752 3/4"DIAMETER 0.429 23.2 15 0.001 23.2 19 45.27 14313.866 178.929 178.929 1 H1-1a* 23 M795 3/4"DIAMETER 0.429 23.724 16 0.003 23.72415 43.295 14313.866 178.929 178.929 1 H1-1a* 24 M806 3/4"DIAMETER 0.428 23.226 15 0.003 23.22610 45.17 14313.866 178.929 178.929 1 H1-1a* 25 M797 3/4"DIAMETER 0.427 22.16 16 0.004 22.16 21 49.62 14313.866 178.929 178.929 1 H1-1a* 26 M876 3/4"DIAMETER 0.425 21.172 15 0.001 21.17220 54.359 14313.866 178.929 178.929 1 H1-1a* 27 M878 3/4"DIAMETER 0.423 21.231 15 0.002 21.231 20 54.056 14313.866 178.929 178.929 1 H1-1a* 28 M811 3/4"DIAMETER 0.42 22.192 15 0.006 22.192 9 49.478 14313.866 178.929 178.929 1 H1-1a* 29 M895 3/4"DIAMETER 0.414 23.19 15 0.002 23.19 10 45.311 14313.866 178.929 178.929 1 H1-1a* 30 M817 3/4"DIAMETER 0.414 23.753 16 0.004 23.75315 43.187 14313.866 178.929 178.929 1 H1-1a* 31 M906 3/4"DIAMETER 0.41 23.288 16 0.001 23.28819 44.932 14313.866 178.929 178.929 1 H1-1a* 32 M900 3/4"DIAMETER 0.407 22.154 16 0.004 22.15415 49.647 14313.866 178.929 178.929 1 H1-1a* 33 M793 3/4"DIAMETER 0.403 22.169 15 0.006 22.169 9 49.58 14313.866 178.929 178.929 1 H1-1a* 34 M781 3/4"DIAMETER 0.393 21.344 15 0.001 21.34420 53.487 14313.866 178.929 178.929 1 H1-1a* 35 M818 3/4"DIAMETER 0.389 22.201 15 0.004 22.201 20 49.438 14313.866 178.929 178.929 1 H1-1a* 36 M747 3/4"DIAMETER 0.386 22.165 15 0.006 22.16510 49.598 14313.866 178.929 178.929 1 H1-1a* 37 M735 3/4"DIAMETER 0.384 23.25 15 0.002 23.25 9 45.077 14313.866 178.929 178.929 1 H1-1a* 38 M741 3/4"DIAMETER 0.384 23.728 16 0.002 23.72815 43.279 14313.866 178.929 178.929 1 H1-1a* 39 M823 3/4"DIAMETER 0.381 23.276 15 0.002 23.276 9 44.978 14313.866 178.929 178.929 1 H1-1a* 40 M880 3/4"DIAMETER 0.378 21.55215 0.001 21.55219 52.459 14313.866 178.929 178.929 1 H1-1a* 41 M767 3/4"DIAMETER 0.371 21.871 15 0.005 21.871 10 50.941 14313.866 178.929 178.929 1 H1-1a* 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 210 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft] phi*Mn z-z [lb-ft]Cb Eqn 42 M791 3/4"DIAMETER 0.36 23.245 16 0.001 23.24515 45.095 14313.866 178.929 178.929 1 H1-1a* 43 M740 3/4"DIAMETER 0.359 22.174 15 0.004 22.17415 49.559 14313.866 178.929 178.929 1 H1-1a* 44 M812 3/4"DIAMETER 0.357 21.903 16 0.003 21.90315 50.791 14313.866 178.929 178.929 1 H1-1a* 45 M861 3/4"DIAMETER 0.355 21.299 43 0.003 21.29919 53.715 14313.866 178.929 178.929 1 H1-1a* 46 M894 3/4"DIAMETER 0.348 22.912 31 0.005 22.91210 46.416 14313.866 178.929 178.929 1 H1-1a* 47 M787 3/4"DIAMETER 0.338 23.293 16 0 23.29319 44.91 14313.866 178.929 178.929 1 H1-1a* 48 M765 3/4"DIAMETER 0.338 23.293 15 0 23.29322 44.91 14313.866 178.929 178.929 1 H1-1a* 49 M881 3/4"DIAMETER 0.335 21.70731 0.005 21.70710 51.711 14313.866 178.929 178.929 1 H1-1a* 50 M839 3/4"DIAMETER 0.332 23.324 15 0 23.32419 44.793 14313.866 178.929 178.929 1 H1-1a* 51 M721 3/4"DIAMETER 0.326 23.298 15 0.007 23.29810 44.892 14313.866 178.929 178.929 1 H1-1a* 52 M805 3/4"DIAMETER 0.324 22.441 43 0.004 22.441 19 48.384 14313.866 178.929 178.929 1 H1-1a* 53 M746 3/4"DIAMETER 0.323 21.876 16 0.003 21.87615 50.918 14313.866 178.929 178.929 1 H1-1a* 54 M753 3/4"DIAMETER 0.32 22.42731 0.005 22.42719 48.447 14313.866 178.929 178.929 1 H1-1a* 55 M892 3/4"DIAMETER 0.32 22.416 43 0.004 22.41619 48.493 14313.866 178.929 178.929 1 H1-1a* 56 M800 3/4"DIAMETER 0.316 21.539 31 0.003 21.53910 52.521 14313.866 178.929 178.929 1 H1-1a* 57 M830 3/4"DIAMETER 0.315 23.324 15 0 23.32422 44.793 14313.866 178.929 178.929 1 H1-1a* 58 M863 3/4"DIAMETER 0.311 21.269 31 0.002 21.26910 53.864 14313.866 178.929 178.929 1 H1-1a* 59 M866 3/4"DIAMETER 0.309 21.39731 0.003 21.39710 53.225 14313.866 178.929 178.929 1 H1-1a* 60 M802 3/4"DIAMETER 0.308 22.402 31 0.007 22.402 9 48.556 14313.866 178.929 178.929 1 H1-1a* 61 M869 3/4"DIAMETER 0.305 21.18 31 0.002 21.18 10 54.32 14313.866 178.929 178.929 1 H1-1a* 62 M730 3/4"DIAMETER 0.304 23.298 15 0.007 23.29815 44.892 14313.866 178.929 178.929 1 H1-1a* 63 M778 3/4"DIAMETER 0.302 23.293 15 0 23.29322 44.91 14313.866 178.929 178.929 1 H1-1a* 64 M825 3/4"DIAMETER 0.302 22.454 31 0.006 22.454 9 48.331 14313.866 178.929 178.929 1 H1-1a* 65 M836 3/4"DIAMETER 0.3 23.324 16 0 23.32434 44.793 14313.866 178.929 178.929 1 H1-1a* 66 M845 3/4"DIAMETER 0.299 21.162 31 0.002 21.16210 54.412 14313.866 178.929 178.929 1 H1-1a* 67 M867 3/4"DIAMETER 0.299 21.06731 0.002 21.06710 54.903 14313.866 178.929 178.929 1 H1-1a* 68 M759 3/4"DIAMETER 0.298 22.39 31 0.007 22.39 9 48.606 14313.866 178.929 178.929 1 H1-1a* 69 M755 3/4"DIAMETER 0.297 21.335 31 0.003 21.33510 53.534 14313.866 178.929 178.929 1 H1-1a* 70 M724 3/4"DIAMETER 0.296 23.298 16 0.014 23.29815 44.892 14313.866 178.929 178.929 1 H1-1a* 71 M879 3/4"DIAMETER 0.282 21.70731 0.003 21.70710 51.711 14313.866 178.929 178.929 1 H1-1a* 72 M871 3/4"DIAMETER 0.278 21.182 31 0.001 21.18220 54.307 14313.866 178.929 178.929 1 H1-1a* 73 M774 3/4"DIAMETER 0.276 22.521 16 0.001 22.521 20 48.044 14313.866 178.929 178.929 1 H1-1a* 74 M875 3/4"DIAMETER 0.276 21.248 31 0.002 21.24820 53.973 14313.866 178.929 178.929 1 H1-1a* 75 M801 3/4"DIAMETER 0.271 21.49 31 0.001 21.49 18 52.765 14313.866 178.929 178.929 1 H1-1a* 76 M757 3/4"DIAMETER 0.271 21.318 31 0.002 21.31820 53.619 14313.866 178.929 178.929 1 H1-1a* 77 M874 3/4"DIAMETER 0.269 21.049 31 0.001 21.04920 55 14313.866 178.929 178.929 1 H1-1a* 78 M877 3/4"DIAMETER 0.269 21.356 31 0.002 21.35618 53.427 14313.866 178.929 178.929 1 H1-1a* 79 M847 3/4"DIAMETER 0.267 21.17731 0.001 21.17720 54.334 14313.866 178.929 178.929 1 H1-1a* 80 M766 3/4"DIAMETER 0.261 22.521 15 0.003 22.521 10 48.044 14313.866 178.929 178.929 1 H1-1a* 81 M901 3/4"DIAMETER 0.257 21.865 15 0.002 21.86510 50.97 14313.866 178.929 178.929 1 H1-1a* 82 M833 3/4"DIAMETER 0.256 22.55216 0.001 22.552 5 47.911 14313.866 178.929 178.929 1 H1-1a* 83 M784 3/4"DIAMETER 0.251 23.196 43 0.001 23.19631 45.288 14313.866 178.929 178.929 1 H1-1a* 84 M727 3/4"DIAMETER 0.245 22.52516 0.015 22.52515 48.024 14313.866 178.929 178.929 1 H1-1a* 85 M764 3/4"DIAMETER 0.244 23.724 31 0.004 23.724 9 43.295 14313.866 178.929 178.929 1 H1-1a* 86 M843 3/4"DIAMETER 0.241 23.226 31 0.001 23.22628 45.17 14313.866 178.929 178.929 1 H1-1a* 87 M905 3/4"DIAMETER 0.241 22.154 31 0.003 22.15410 49.647 14313.866 178.929 178.929 1 H1-1a* 88 M832 3/4"DIAMETER 0.239 23.753 31 0.003 23.753 9 43.187 14313.866 178.929 178.929 1 H1-1a* 89 M717 3/4"DIAMETER 0.237 23.2 31 0 23.2 31 45.27 14313.866 178.929 178.929 1 H1-1a* 90 M842 3/4"DIAMETER 0.236 22.48 15 0.001 22.48 15 48.219 14313.866 178.929 178.929 1 H1-1a* 91 M838 3/4"DIAMETER 0.236 22.192 31 0.002 22.19221 49.478 14313.866 178.929 178.929 1 H1-1a* 92 M909 3/4"DIAMETER 0.235 22.515 15 0.004 22.51510 48.07 14313.866 178.929 178.929 1 H1-1a* 93 M903 3/4"DIAMETER 0.234 23.288 15 0.001 23.288 9 44.932 14313.866 178.929 178.929 1 H1-1a* 94 M788 3/4"DIAMETER 0.233 22.16 31 0.005 22.16 10 49.62 14313.866 178.929 178.929 1 H1-1a* 95 M718 3/4"DIAMETER 0.228 22.52514 0.004 22.52515 48.024 14313.866 178.929 178.929 1 H1-1a* 96 M728 3/4"DIAMETER 0.228 23.728 31 0.009 23.728 9 43.279 14313.866 178.929 178.929 1 H1-1a* 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 211 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft] phi*Mn z-z [lb-ft]Cb Eqn 97 M899 3/4"DIAMETER 0.227 23.288 31 0.004 23.28810 44.932 14313.866 178.929 178.929 1 H1-1a* 98 M722 3/4"DIAMETER 0.225 22.165 43 0.001 22.16531 49.598 14313.866 178.929 178.929 1 H1-1a* 99 M831 3/4"DIAMETER 0.222 22.201 31 0.003 22.201 20 49.438 14313.866 178.929 178.929 1 H1-1a* 100 M803 3/4"DIAMETER 0.221 23.245 31 0.001 23.245 9 45.095 14313.866 178.929 178.929 1 H1-1a* 101 M769 3/4"DIAMETER 0.217 22.169 43 0.003 22.16920 49.58 14313.866 178.929 178.929 1 H1-1a* 102 M826 3/4"DIAMETER 0.213 23.276 43 0.001 23.27622 44.978 14313.866 178.929 178.929 1 H1-1a* 103 M910 3/4"DIAMETER 0.212 23.19 43 0.001 23.19 6 45.311 14313.866 178.929 178.929 1 H1-1a* 104 M734 3/4"DIAMETER 0.211 23.25 31 0 23.25 31 45.077 14313.866 178.929 178.929 1 H1-1a* 105 M729 3/4"DIAMETER 0.209 22.174 31 0.001 22.17431 49.559 14313.866 178.929 178.929 1 H1-1a* 106 M837 3/4"DIAMETER 0.209 21.903 31 0.004 21.90310 50.791 14313.866 178.929 178.929 1 H1-1a* 107 M763 3/4"DIAMETER 0.208 22.521 16 0.003 22.521 20 48.044 14313.866 178.929 178.929 1 H1-1a* 108 M827 3/4"DIAMETER 0.205 22.55215 0.003 22.552 9 47.911 14313.866 178.929 178.929 1 H1-1a* 109 M723 3/4"DIAMETER 0.201 21.876 31 0.004 21.87610 50.918 14313.866 178.929 178.929 1 H1-1a* 110 M898 3/4"DIAMETER 0.2 22.515 16 0.004 22.51519 48.07 14313.866 178.929 178.929 1 H1-1a* 111 M748 3/4"DIAMETER 0.198 23.298 43 0.003 23.29819 44.892 14313.866 178.929 178.929 1 H1-1b* 112 M733 3/4"DIAMETER 0.198 22.52515 0.004 22.52515 48.024 14313.866 178.929 178.929 1 H1-1b* 113 M789 3/4"DIAMETER 0.192 21.871 43 0.002 21.871 21 50.941 14313.866 178.929 178.929 1 H1-1b* 114 M810 3/4"DIAMETER 0.19 23.324 31 0 23.32419 44.793 14313.866 178.929 178.929 1 H1-1b* 115 M783 3/4"DIAMETER 0.188 23.293 31 0 23.29318 44.91 14313.866 178.929 178.929 1 H1-1b* 116 M739 3/4"DIAMETER 0.187 23.298 31 0.003 23.29820 44.892 14313.866 178.929 178.929 1 H1-1b* 117 M745 3/4"DIAMETER 0.186 23.298 31 0.016 23.29810 44.892 14313.866 178.929 178.929 1 H1-1b* 118 M819 3/4"DIAMETER 0.18 23.324 31 0 23.324 11 44.793 14313.866 178.929 178.929 1 H1-1b* 119 M813 3/4"DIAMETER 0.175 23.324 31 0 23.32428 44.793 14313.866 178.929 178.929 1 H1-1b* 120 M773 3/4"DIAMETER 0.168 23.293 43 0 23.293 11 44.91 14313.866 178.929 178.929 1 H1-1b* 121 M742 3/4"DIAMETER 0.155 22.52531 0.017 22.525 9 48.024 14313.866 178.929 178.929 1 H1-1b* 122 M771 3/4"DIAMETER 0.154 23.293 43 0 23.29312 44.91 14313.866 178.929 178.929 1 H1-1b* 123 M816 3/4"DIAMETER 0.15 22.55231 0.001 22.552 9 47.911 14313.866 178.929 178.929 1 H1-1b* 124 M762 3/4"DIAMETER 0.149 22.521 31 0.001 22.521 9 48.044 14313.866 178.929 178.929 1 H1-1b* 125 M751 3/4"DIAMETER 0.14 22.52531 0.003 22.52510 48.024 14313.866 178.929 178.929 1 H1-1b* 126 M796 3/4"DIAMETER 0.14 22.521 15 0.003 22.521 9 48.044 14313.866 178.929 178.929 1 H1-1b* 127 M807 3/4"DIAMETER 0.137 22.55231 0.002 22.55221 47.911 14313.866 178.929 178.929 1 H1-1b* 128 M779 3/4"DIAMETER 0.133 22.521 15 0.004 22.521 9 48.044 14313.866 178.929 178.929 1 H1-1b* 129 M782 3/4"DIAMETER 0.128 22.521 43 0.002 22.521 19 48.044 14313.866 178.929 178.929 1 H1-1b* 130 M798 3/4"DIAMETER 0.122 22.521 16 0.002 22.521 19 48.044 14313.866 178.929 178.929 1 H1-1b* 131 M736 3/4"DIAMETER 0.117 22.52543 0.002 22.525 5 48.024 14313.866 178.929 178.929 1 H1-1b* 132 M809 3/4"DIAMETER 0.114 22.55215 0.004 22.552 9 47.911 14313.866 178.929 178.929 1 H1-1b* 133 M820 3/4"DIAMETER 0.112 22.55215 0.003 22.55220 47.911 14313.866 178.929 178.929 1 H1-1b* 134 M822 3/4"DIAMETER 0.112 22.55243 0.002 22.55220 47.911 14313.866 178.929 178.929 1 H1-1b* 135 M770 3/4"DIAMETER 0.112 22.521 31 0.003 22.521 9 48.044 14313.866 178.929 178.929 1 H1-1b* 136 M749 3/4"DIAMETER 0.108 22.52515 0.009 22.52510 48.024 14313.866 178.929 178.929 1 H1-1b* 137 M904 3/4"DIAMETER 0.108 21.865 43 0.002 21.86519 50.97 14313.866 178.929 178.929 1 H1-1b* 138 M814 3/4"DIAMETER 0.106 22.55215 0.003 22.552 9 47.911 14313.866 178.929 178.929 1 H1-1b* 139 M907 3/4"DIAMETER 0.106 22.515 31 0.008 22.51510 48.07 14313.866 178.929 178.929 1 H1-1b* 140 M738 3/4"DIAMETER 0.104 22.52515 0.007 22.52515 48.024 14313.866 178.929 178.929 1 H1-1b* 141 M902 3/4"DIAMETER 0.093 23.288 43 0.001 23.28840 44.932 14313.866 178.929 178.929 1 H1-1b* 142 M744 3/4"DIAMETER 0.093 22.52514 0.019 22.52515 48.024 14313.866 178.929 178.929 1 H1-1b* 143 M896 3/4"DIAMETER 0.088 22.515 43 0.004 22.51519 48.07 14313.866 178.929 178.929 1 H1-1b* 144 M897 3/4"DIAMETER 0.087 23.288 10 0.009 23.28810 44.932 14313.866 178.929 178.929 1 H1-1b* 145 M768 3/4"DIAMETER 0.084 23.293 15 0.006 23.29310 44.91 14313.866 178.929 178.929 1 H1-1b* 146 M761 3/4"DIAMETER 0.081 23.293 16 0.002 23.29320 44.91 14313.866 178.929 178.929 1 H1-1b* 147 M750 3/4"DIAMETER 0.077 23.298 16 0.005 23.29815 44.892 14313.866 178.929 178.929 1 H1-1b* 148 M731 3/4"DIAMETER 0.072 22.52531 0.004 22.52520 48.024 14313.866 178.929 178.929 1 H1-1b* 149 M786 3/4"DIAMETER 0.072 22.521 31 0.004 22.521 10 48.044 14313.866 178.929 178.929 1 H1-1b* 150 M720 3/4"DIAMETER 0.072 22.52543 0.003 22.52519 48.024 14313.866 178.929 178.929 1 H1-1b* 151 M815 3/4"DIAMETER 0.068 23.324 16 0.002 23.32415 44.793 14313.866 178.929 178.929 1 H1-1b* 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 212 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft] phi*Mn z-z [lb-ft]Cb Eqn 152 M808 3/4"DIAMETER 0.067 23.324 14 0.003 23.32419 44.793 14313.866 178.929 178.929 1 H1-1b* 153 M840 3/4"DIAMETER 0.067 22.55231 0.002 22.55221 47.911 14313.866 178.929 178.929 1 H1-1b* 154 M829 3/4"DIAMETER 0.066 22.55231 0.003 22.55220 47.911 14313.866 178.929 178.929 1 H1-1b* 155 M743 3/4"DIAMETER 0.062 23.298 16 0.022 23.29815 44.892 14313.866 178.929 178.929 1 H1-1b* 156 M725 3/4"DIAMETER 0.061 22.52531 0.019 22.52510 48.024 14313.866 178.929 178.929 1 H1-1b* 157 M737 3/4"DIAMETER 0.06 23.298 16 0.005 23.29815 44.892 14313.866 178.929 178.929 1 H1-1b* 158 M792 3/4"DIAMETER 0.056 23.293 16 0.004 23.29320 44.91 14313.866 178.929 178.929 1 H1-1b* 159 M835 3/4"DIAMETER 0.055 22.55243 0.001 22.55221 47.911 14313.866 178.929 178.929 1 H1-1b* 160 M790 3/4"DIAMETER 0.053 22.521 43 0.003 22.521 20 48.044 14313.866 178.929 178.929 1 H1-1b* 161 M821 3/4"DIAMETER 0.05 23.324 14 0.004 23.32420 44.793 14313.866 178.929 178.929 1 H1-1b* 162 M726 3/4"DIAMETER 0.047 23.298 31 0.023 23.298 9 44.892 14313.866 178.929 178.929 1 H1-1b* 163 M772 3/4"DIAMETER 0.046 22.521 43 0.001 22.521 21 48.044 14313.866 178.929 178.929 1 H1-1b* 164 M775 3/4"DIAMETER 0.045 23.293 31 0.004 23.29310 44.91 14313.866 178.929 178.929 1 H1-1b* 165 M834 3/4"DIAMETER 0.043 23.324 31 0.004 23.32410 44.793 14313.866 178.929 178.929 1 H1-1b* 166 M719 3/4"DIAMETER 0.041 23.298 31 0.008 23.29810 44.892 14313.866 178.929 178.929 1 H1-1b* 167 M908 3/4"DIAMETER 0.037 23.288 19 0.005 23.28819 44.932 14313.866 178.929 178.929 1 H1-1b* 168 M841 3/4"DIAMETER 0.037 23.40731 0.005 23.407 9 44.474 14313.866 178.929 178.929 1 H1-1b* 169 M777 3/4"DIAMETER 0.03 23.293 31 0.006 23.293 9 44.91 14313.866 178.929 178.929 1 H1-1b* 170 M732 3/4"DIAMETER 0.028 23.298 43 0.002 23.29828 44.892 14313.866 178.929 178.929 1 H1-1b* 171 M785 3/4"DIAMETER 0.027 23.293 19 0.003 23.29319 44.91 14313.866 178.929 178.929 1 H1-1b* 172 M828 3/4"DIAMETER 0.025 23.324 43 0.004 23.32420 44.793 14313.866 178.929 178.929 1 H1-1b* Envelope AISI S100-16: LRFD Member Cold Formed Steel Code Checks No Data to Print... Member RISAConnection Properties Label Shape Start Conn End Conn Start Release End Release 1 B3-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 2 B3-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 3 B3-3 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 4 B3-4 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 5 B4-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 6 B4-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 7 B4-3 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 8 B4-4 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 9 B5-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 10 B5-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 11 B5-3 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 12 B5-4 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 13 B6-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 14 B6-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 15 B6-3 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 16 B6-4 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 17 B7-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 18 B7-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 19 B7-3 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 20 B7-4 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 21 B8-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 22 B8-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 23 B8-3 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 24 B8-4 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 25 B9-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 26 B9-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 27 B9-3 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 213 Member RISAConnection Properties (Continued) Label Shape Start Conn End Conn Start Release End Release 28 B9-4 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 29 B10-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 30 B10-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 31 B10-3 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 32 B10-4 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 33 B11-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 34 B11-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 35 B11-3 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 36 B12-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 37 B12-2 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 38 B13-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 39 B13-2 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 40 Col C3 W12X40 Single Column Base Plate None Fixed Fixed 41 Col D3 W12X40 Single Column Base Plate None Fixed Fixed 42 Col D4 W12X40 Single Column Base Plate None Fixed Fixed 43 Col D5 W12X40 Single Column Base Plate None Fixed Fixed 44 Col D6 W12X40 Single Column Base Plate None Fixed Fixed 45 Col D7 W12X40 Single Column Base Plate None Fixed Fixed 46 Col D8 W12X40 Single Column Base Plate None Fixed Fixed 47 Col D9 W12X40 Single Column Base Plate None Fixed Fixed 48 Col D10 W12X40 Single Column Base Plate None Fixed Fixed 49 Col C4 W12X40 Single Column Base Plate None Fixed Fixed 50 Col C5 W12X40 Single Column Base Plate None Fixed Fixed 51 Col C6 W12X40 Single Column Base Plate None Fixed Fixed 52 Col C7 W12X40 Single Column Base Plate None Fixed Fixed 53 Col C8 W12X40 Single Column Base Plate None Fixed Fixed 54 Col C9 W12X40 Single Column Base Plate None Fixed Fixed 55 Col C10 W12X40 Single Column Base Plate None Fixed Fixed 56 Col C11 W12X40 Single Column Base Plate None Fixed Fixed 57 Col C12 W12X40 Single Column Base Plate None Fixed Fixed 58 Col C13 W12X40 Single Column Base Plate None Fixed Fixed 59 Col D11 W12X40 Single Column Base Plate None Fixed Fixed 60 Col A13 W12X40 Single Column Base Plate None Fixed Fixed 61 Col B15 W12X40 Single Column Base Plate None Fixed Fixed 62 Col C15 W12X40 Single Column Base Plate None Fixed Fixed 63 Col F10 W12X40 Single Column Base Plate None Fixed Fixed 64 Col F9 W12X40 Single Column Base Plate None Fixed Fixed 65 Col F8 W12X40 Single Column Base Plate None Fixed Fixed 66 Col F7 W12X40 Single Column Base Plate None Fixed Fixed 67 Col F6 W12X40 Single Column Base Plate None Fixed Fixed 68 Col F5 W12X40 Single Column Base Plate None Fixed Fixed 69 Col F4 W12X40 Single Column Base Plate None Fixed Fixed 70 Col F3 W12X40 Single Column Base Plate None Fixed Fixed 71 Col E1 W12X40 Single Column Base Plate None Fixed Fixed 72 Col D1 W12X40 Single Column Base Plate None Fixed Fixed 73 Col C1 W12X40 Single Column Base Plate None Fixed Fixed 74 Col B1 W12X40 Single Column Base Plate None Fixed Fixed 75 Col A3 W12X40 Single Column Base Plate None Fixed Fixed 76 Col A4 W12X40 Single Column Base Plate None Fixed Fixed 77 Col A5 W12X40 Single Column Base Plate None Fixed Fixed 78 Col A6 W12X40 Single Column Base Plate None Fixed Fixed 79 Col A7 W12X40 Single Column Base Plate None Fixed Fixed 80 Col A8 W12X40 Single Column Base Plate None Fixed Fixed 81 Col A9 W12X40 Single Column Base Plate None Fixed Fixed 82 Col A10 W12X40 Single Column Base Plate None Fixed Fixed 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 214 Member RISAConnection Properties (Continued) Label Shape Start Conn End Conn Start Release End Release 83 Col A11 W12X40 Single Column Base Plate None Fixed Fixed 84 Col A12 W12X40 Single Column Base Plate None Fixed Fixed 85 B-JACK-LINE C W21X101 Girder/Bm Shear Tab Shear None Pinned Pinned 86 B-JACK-LINE D W21X101 Girder/Bm Shear Tab Shear None Pinned Pinned 87 B2-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 88 B2-2 W21X44 Bm Ext. End Plate Moment Splice Girder/Bm Shear Tab Shear Fixed Pinned 89 B2-3 W21X44 Girder/Bm Shear Tab Shear Bm Ext. End Plate Moment Splice Pinned Fixed 90 B2-4 W21X44 Bm Ext. End Plate Moment Splice Girder/Bm Shear Tab Shear Fixed Pinned 91 B2-5 W21X44 Girder/Bm Shear Tab Shear Bm Ext. End Plate Moment Splice Pinned Fixed 92 B2-6 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 93 B1-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 94 B1-2 W21X44 Bm Ext. End Plate Moment Splice Bm Ext. End Plate Moment Splice Fixed Fixed 95 B1-3 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 96 B15-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 97 B15-2 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 98 B14-1 W21X44 None Bm Ext. End Plate Moment Splice Fixed Fixed 99 B14-2 W21X44 Bm Ext. End Plate Moment Splice None Fixed Fixed 100 Col C14 W12X40 Single Column Base Plate None Fixed Fixed 101 M716 3/4"DIAMETER None None Pinned Pinned 102 M717 3/4"DIAMETER None None Pinned Pinned 103 M718 3/4"DIAMETER None None Pinned Pinned 104 M719 3/4"DIAMETER None None Pinned Pinned 105 M720 3/4"DIAMETER None None Pinned Pinned 106 M721 3/4"DIAMETER None None Pinned Pinned 107 M722 3/4"DIAMETER None None Pinned Pinned 108 M723 3/4"DIAMETER None None Pinned Pinned 109 M724 3/4"DIAMETER None None Pinned Pinned 110 M725 3/4"DIAMETER None None Pinned Pinned 111 M726 3/4"DIAMETER None None Pinned Pinned 112 M727 3/4"DIAMETER None None Pinned Pinned 113 M728 3/4"DIAMETER None None Pinned Pinned 114 M729 3/4"DIAMETER None None Pinned Pinned 115 M730 3/4"DIAMETER None None Pinned Pinned 116 M731 3/4"DIAMETER None None Pinned Pinned 117 M732 3/4"DIAMETER None None Pinned Pinned 118 M733 3/4"DIAMETER None None Pinned Pinned 119 M734 3/4"DIAMETER None None Pinned Pinned 120 M735 3/4"DIAMETER None None Pinned Pinned 121 M736 3/4"DIAMETER None None Pinned Pinned 122 M737 3/4"DIAMETER None None Pinned Pinned 123 M738 3/4"DIAMETER None None Pinned Pinned 124 M739 3/4"DIAMETER None None Pinned Pinned 125 M740 3/4"DIAMETER None None Pinned Pinned 126 M741 3/4"DIAMETER None None Pinned Pinned 127 M742 3/4"DIAMETER None None Pinned Pinned 128 M743 3/4"DIAMETER None None Pinned Pinned 129 M744 3/4"DIAMETER None None Pinned Pinned 130 M745 3/4"DIAMETER None None Pinned Pinned 131 M746 3/4"DIAMETER None None Pinned Pinned 132 M747 3/4"DIAMETER None None Pinned Pinned 133 M748 3/4"DIAMETER None None Pinned Pinned 134 M749 3/4"DIAMETER None None Pinned Pinned 135 M750 3/4"DIAMETER None None Pinned Pinned 136 M751 3/4"DIAMETER None None Pinned Pinned 137 M752 3/4"DIAMETER None None Pinned Pinned 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 215 Member RISAConnection Properties (Continued) Label Shape Start Conn End Conn Start Release End Release 138 M753 3/4"DIAMETER None None Pinned Pinned 139 M754 3/4"DIAMETER None None Pinned Pinned 140 M755 3/4"DIAMETER None None Pinned Pinned 141 M756 3/4"DIAMETER None None Pinned Pinned 142 M757 3/4"DIAMETER None None Pinned Pinned 143 M758 3/4"DIAMETER None None Pinned Pinned 144 M759 3/4"DIAMETER None None Pinned Pinned 145 M760 3/4"DIAMETER None None Pinned Pinned 146 M761 3/4"DIAMETER None None Pinned Pinned 147 M762 3/4"DIAMETER None None Pinned Pinned 148 M763 3/4"DIAMETER None None Pinned Pinned 149 M764 3/4"DIAMETER None None Pinned Pinned 150 M765 3/4"DIAMETER None None Pinned Pinned 151 M766 3/4"DIAMETER None None Pinned Pinned 152 M767 3/4"DIAMETER None None Pinned Pinned 153 M768 3/4"DIAMETER None None Pinned Pinned 154 M769 3/4"DIAMETER None None Pinned Pinned 155 M770 3/4"DIAMETER None None Pinned Pinned 156 M771 3/4"DIAMETER None None Pinned Pinned 157 M772 3/4"DIAMETER None None Pinned Pinned 158 M773 3/4"DIAMETER None None Pinned Pinned 159 M774 3/4"DIAMETER None None Pinned Pinned 160 M775 3/4"DIAMETER None None Pinned Pinned 161 M777 3/4"DIAMETER None None Pinned Pinned 162 M778 3/4"DIAMETER None None Pinned Pinned 163 M779 3/4"DIAMETER None None Pinned Pinned 164 M780 3/4"DIAMETER None None Pinned Pinned 165 M781 3/4"DIAMETER None None Pinned Pinned 166 M782 3/4"DIAMETER None None Pinned Pinned 167 M783 3/4"DIAMETER None None Pinned Pinned 168 M784 3/4"DIAMETER None None Pinned Pinned 169 M785 3/4"DIAMETER None None Pinned Pinned 170 M786 3/4"DIAMETER None None Pinned Pinned 171 M787 3/4"DIAMETER None None Pinned Pinned 172 M788 3/4"DIAMETER None None Pinned Pinned 173 M789 3/4"DIAMETER None None Pinned Pinned 174 M790 3/4"DIAMETER None None Pinned Pinned 175 M791 3/4"DIAMETER None None Pinned Pinned 176 M792 3/4"DIAMETER None None Pinned Pinned 177 M793 3/4"DIAMETER None None Pinned Pinned 178 M795 3/4"DIAMETER None None Pinned Pinned 179 M796 3/4"DIAMETER None None Pinned Pinned 180 M797 3/4"DIAMETER None None Pinned Pinned 181 M798 3/4"DIAMETER None None Pinned Pinned 182 M799 3/4"DIAMETER None None Pinned Pinned 183 M800 3/4"DIAMETER None None Pinned Pinned 184 M801 3/4"DIAMETER None None Pinned Pinned 185 M802 3/4"DIAMETER None None Pinned Pinned 186 M803 3/4"DIAMETER None None Pinned Pinned 187 M804 3/4"DIAMETER None None Pinned Pinned 188 M805 3/4"DIAMETER None None Pinned Pinned 189 M806 3/4"DIAMETER None None Pinned Pinned 190 M807 3/4"DIAMETER None None Pinned Pinned 191 M808 3/4"DIAMETER None None Pinned Pinned 192 M809 3/4"DIAMETER None None Pinned Pinned 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 216 Member RISAConnection Properties (Continued) Label Shape Start Conn End Conn Start Release End Release 193 M810 3/4"DIAMETER None None Pinned Pinned 194 M811 3/4"DIAMETER None None Pinned Pinned 195 M812 3/4"DIAMETER None None Pinned Pinned 196 M813 3/4"DIAMETER None None Pinned Pinned 197 M814 3/4"DIAMETER None None Pinned Pinned 198 M815 3/4"DIAMETER None None Pinned Pinned 199 M816 3/4"DIAMETER None None Pinned Pinned 200 M817 3/4"DIAMETER None None Pinned Pinned 201 M818 3/4"DIAMETER None None Pinned Pinned 202 M819 3/4"DIAMETER None None Pinned Pinned 203 M820 3/4"DIAMETER None None Pinned Pinned 204 M821 3/4"DIAMETER None None Pinned Pinned 205 M822 3/4"DIAMETER None None Pinned Pinned 206 M823 3/4"DIAMETER None None Pinned Pinned 207 M824 3/4"DIAMETER None None Pinned Pinned 208 M825 3/4"DIAMETER None None Pinned Pinned 209 M826 3/4"DIAMETER None None Pinned Pinned 210 M827 3/4"DIAMETER None None Pinned Pinned 211 M828 3/4"DIAMETER None None Pinned Pinned 212 M829 3/4"DIAMETER None None Pinned Pinned 213 M830 3/4"DIAMETER None None Pinned Pinned 214 M831 3/4"DIAMETER None None Pinned Pinned 215 M832 3/4"DIAMETER None None Pinned Pinned 216 M833 3/4"DIAMETER None None Pinned Pinned 217 M834 3/4"DIAMETER None None Pinned Pinned 218 M835 3/4"DIAMETER None None Pinned Pinned 219 M836 3/4"DIAMETER None None Pinned Pinned 220 M837 3/4"DIAMETER None None Pinned Pinned 221 M838 3/4"DIAMETER None None Pinned Pinned 222 M839 3/4"DIAMETER None None Pinned Pinned 223 M840 3/4"DIAMETER None None Pinned Pinned 224 M841 3/4"DIAMETER None None Pinned Pinned 225 M842 3/4"DIAMETER None None Pinned Pinned 226 M843 3/4"DIAMETER None None Pinned Pinned 227 M844 3/4"DIAMETER None None Pinned Pinned 228 M845 3/4"DIAMETER None None Pinned Pinned 229 M846 3/4"DIAMETER None None Pinned Pinned 230 M847 3/4"DIAMETER None None Pinned Pinned 231 M850 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 232 M851 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 233 M852 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 234 M855 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 235 M856 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 236 M859 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 237 M860 3/4"DIAMETER None None Pinned Pinned 238 M861 3/4"DIAMETER None None Pinned Pinned 239 M862 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 240 M863 3/4"DIAMETER None None Pinned Pinned 241 M864 3/4"DIAMETER None None Pinned Pinned 242 M865 3/4"DIAMETER None None Pinned Pinned 243 M866 3/4"DIAMETER None None Pinned Pinned 244 M867 3/4"DIAMETER None None Pinned Pinned 245 M868 3/4"DIAMETER None None Pinned Pinned 246 M869 3/4"DIAMETER None None Pinned Pinned 247 M870 3/4"DIAMETER None None Pinned Pinned 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 217 Member RISAConnection Properties (Continued) Label Shape Start Conn End Conn Start Release End Release 248 M871 3/4"DIAMETER None None Pinned Pinned 249 M872 3/4"DIAMETER None None Pinned Pinned 250 M873 3/4"DIAMETER None None Pinned Pinned 251 M874 3/4"DIAMETER None None Pinned Pinned 252 M875 3/4"DIAMETER None None Pinned Pinned 253 M876 3/4"DIAMETER None None Pinned Pinned 254 M877 3/4"DIAMETER None None Pinned Pinned 255 M878 3/4"DIAMETER None None Pinned Pinned 256 M879 3/4"DIAMETER None None Pinned Pinned 257 M880 3/4"DIAMETER None None Pinned Pinned 258 M881 3/4"DIAMETER None None Pinned Pinned 259 M882 3/4"DIAMETER None None Pinned Pinned 260 M883 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 261 M884 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 262 M885 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 263 M886 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 264 M887 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 265 M888 W10X19 Girder/Bm Shear Tab Shear Girder/Bm Shear Tab Shear Pinned Pinned 266 Col B2 W12X40 Single Column Base Plate None Fixed Fixed 267 Col E2 W12X40 Single Column Base Plate None Fixed Fixed 268 Col B14 W12X40 Single Column Base Plate None Fixed Fixed 269 M889 W10X19 None None Pinned Pinned 270 M890 W10X19 None None Pinned Pinned 271 M891 3/4"DIAMETER None None Pinned Pinned 272 M892 3/4"DIAMETER None None Pinned Pinned 273 M893 3/4"DIAMETER None None Pinned Pinned 274 M894 3/4"DIAMETER None None Pinned Pinned 275 M895 3/4"DIAMETER None None Pinned Pinned 276 M896 3/4"DIAMETER None None Pinned Pinned 277 M897 3/4"DIAMETER None None Pinned Pinned 278 M898 3/4"DIAMETER None None Pinned Pinned 279 M899 3/4"DIAMETER None None Pinned Pinned 280 M900 3/4"DIAMETER None None Pinned Pinned 281 M901 3/4"DIAMETER None None Pinned Pinned 282 M902 3/4"DIAMETER None None Pinned Pinned 283 M903 3/4"DIAMETER None None Pinned Pinned 284 M904 3/4"DIAMETER None None Pinned Pinned 285 M905 3/4"DIAMETER None None Pinned Pinned 286 M906 3/4"DIAMETER None None Pinned Pinned 287 M907 3/4"DIAMETER None None Pinned Pinned 288 M908 3/4"DIAMETER None None Pinned Pinned 289 M909 3/4"DIAMETER None None Pinned Pinned 290 M910 3/4"DIAMETER None None Pinned Pinned 291 M911 W10X19 None None Pinned Pinned 292 M912 W10X19 None None Pinned Pinned 293 M913 W10X19 None None Pinned Pinned 294 M914 W10X19 None None Pinned Pinned 295 M915 W10X19 None None Pinned Pinned 296 M916 W10X19 None None Pinned Pinned 297 M917 W10X19 None None Pinned Pinned 298 M918 W10X19 None None Pinned Pinned 299 M919 W10X19 None None Pinned Pinned 300 M920 W10X19 None None Pinned Pinned 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : <Licensed Company> rhara Checked By : __________ 11/17/2022 7:33:24 PM RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 218 Connection Design Rules Label Conn Type Type Beam Conn Col/Girder Conn Eccentricity 1 Col/Bm Single Angle Shear Shear Column/Beam Clip Single Angle Shear Bolted Bolted 1.5 2 Col/Bm Double Angle Shear Shear Column/Beam Clip Double Angle Shear Bolted Bolted 0 3 Col/Bm Two Side Clip Angle Shear Shear Column/Beam Clip Double Angle (Both Side) Shear Bolted Bolted N/A 4 Col/Bm End Plate Shear Shear Column/Beam End-Plate Shear N/A Bolted N/A 5 Col/Bm Shear Tab Shear Shear Column/Beam Shear Tab Shear Bolted N/A 0 6 Girder/Bm Single Angle Shear Shear Girder/Beam Clip Single Angle Shear Bolted Bolted N/A 7 Girder/Bm Double Angle Shear Shear Girder/Beam Clip Double Angle Shear Bolted Bolted N/A 8 Grd/Bm Two Side Clip Angle Shear Shear Girder/Beam Clip Double Angle (Both Side) Shear Bolted Bolted N/A 9 Girder/Bm End Plate Shear Shear Girder/Beam End-Plate Shear N/A Bolted N/A 10 Girder/Bm Shear Tab Shear Shear Girder/Beam Shear Tab Shear Bolted N/A N/A 11 Beam Shear Splice Shear Beam Shear Tab Splice Bolted N/A N/A 12 Column Shear Splice Shear Column Shear Tab Splice N/A Bolted N/A 13 Col/Bm Ext. End Plate Moment Moment Column/Beam Extended End-Plate Moment N/A N/A N/A 14 Col/Bm PartExt. End Plate Moment Moment Column/Beam Partially Extended End-Plate Moment (Tension side) N/A N/A N/A 15 Col/Bm Flush End Plate Moment Moment Column/Beam Flush End-Plate Moment N/A N/A N/A 16 Col/Bm Flange Plate Moment Moment Column/Beam Flange Plate Moment Bolted N/A N/A 17 Col/Bm Direct Weld Moment Moment Column/Beam Direct Weld Moment Bolted N/A N/A 18 Col/Bm Seismic Moment Moment Column/Beam Seismic Moment N/A N/A N/A 19 Beam Moment Plate Splice Moment Beam Moment Plate Splice Bolted N/A N/A 20 Column Moment Plate Splice Moment Column Moment Plate Splice N/A N/A N/A 21 Beam Direct Weld Moment Splice Moment Beam Direct Weld Splice Bolted N/A N/A 22 Col Direct Weld Moment Splice Moment Column Direct Weld Splice N/A Bolted N/A 23 Bm Ext. End Plate Moment Splice Moment Beam Extended End Plate Splice Bolted N/A N/A 24 Col Ext. End Plate Moment Splice Moment Column Extended End Plate Splice N/A Bolted N/A 25 Diagonal Vertical Brace Brace Diagonal Vertical Brace N/A N/A N/A 26 Chevron Vertical Brace Brace Chevron Vertical Brace N/A N/A N/A 27 Seismic Diagonal Brace Brace Diagonal Brace Seismic N/A N/A N/A 28 Seismic Chevron Brace Brace Chevron Brace Seismic N/A N/A N/A 29 Knee Brace Brace Knee Brace N/A N/A N/A 30 Single Column Base Plate Baseplate Single Column Baseplate N/A N/A N/A 31 Base Plate with Vertical Brace Baseplate Brace to Column Base Plate N/A N/A N/A 32 HSS Truss Connection Truss HSS T-Connection N/A N/A N/A Seismic Detailing - Beams No Data to Print... Seismic Detailing - Braces No Data to Print... Seismic Detailing - Columns No Data to Print... 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixB RISA Connection Reports  In the interest of brevity,onlythemost heavily load connectionsof eachconnection type are included here.   2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixC Hilti Profis Connection Reports  In this section,we have presented the Hilti anchorage connectionsto the concrete garage.  Again, forthesake of space, onlythe worst-case conditionshave been presented here foreach connection type and/or gridline.      2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=17.500in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=1.000in. AnchorplateR:lxxlyxt=12.500in.x8.500in.x1.000in.;(Recommendedplatethickness:notcalculated) Profile:Wshape(AISC),;(LxWxTxFT)=11.900in.x8.010in.x0.295in.x0.515in. Basematerial:crackedconcrete,4000,fc'=4,000psi;h=60.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Load combination and design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-1-Deflection1 N=-7,585;Vx=-638;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 2 3D-2-Deflection2 N=-15,546;Vx=-1,395;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 7 3 3D-3- N=-5,178;Vx=1,218;Vy=-16; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 6 4 3D-4- N=2,474;Vx=-1,664;Vy=22; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 9 5 3D-5- N=16,119;Vx=2,793;Vy=2; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 57 6 3D-6- N=8,980;Vx=-119;Vy=20; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 32 7 3D-7-Deflection3 N=-23,135;Vx=-2,050;Vy=5; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 10 8 3D-8-ASCEASD1 N=-10,619;Vx=-896;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 5 9 3D-9-ASCEASD3(a) N=-30,250;Vx=-2,701;Vy=5; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 10 3D-10-ASCEASD5(a) N=-17,747;Vx=2,350;Vy=-26; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 11 3D-11-ASCEASD5(a) N=-4,986;Vx=-2,481;Vy=20; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 12 3D-12-ASCEASD5(a) N=17,755;Vx=4,941;Vy=1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 63 13 3D-13-ASCEASD5(a) N=5,855;Vx=113;Vy=25; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 21 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 3 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 14 3D-14- N=12,021;Vx=1,235;Vy=5,908; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 43 15 3D-15- N=-21,665;Vx=-1,788;Vy=5,997; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 30 16 3D-16- N=14,297;Vx=1,415;Vy=5,900; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 50 17 3D-17- N=-19,388;Vx=-1,598;Vy=5,988; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 30 18 3D-18-ASCEASD7 N=-15,471;Vx=2,541;Vy=-27; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 19 3D-19-ASCEASD7 N=-2,712;Vx=-2,287;Vy=23; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 20 3D - 20 - ASCE ASD 7 N = 20,029; Vx = 5,120; Vy = 1; Mx = 0; My = 0; Mz = 0; Nsus = 0; Mx,sus = 0; My,sus = 0; no 70 21 3D-21-ASCEASD7 N=8,130;Vx=301;Vy=25; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 29 22 3D-22-IBC16-5(a) N=-9,142;Vx=2,334;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 23 3D-23-IBC16-5(b) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 24 3D-24-IBC16-5(c) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 25 3D-25-IBC16-5(d) N=-9,431;Vx=-724;Vy=3,584; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 26 3D-26-IBC16-5(e) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 4 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 27 3D-27-IBC16-5(f)N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 28 3D-28-IBC16-5(g) N=-9,066;Vx=-3,861;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 19 29 3D-29-IBC16-5(h) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 30 3D-30-IBC16-5(i) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 31 3D-31-IBC16-5(j) N=-9,044;Vx=-809;Vy=-3,492; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 32 3D-32-IBC16-5(k) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 33 3D-33-IBC16-5(l)N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 34 3D-34-IBC16-7(a) N=-6,866;Vx=2,521;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 35 3D-35-IBC16-7(b) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 36 3D-36-IBC16-7(c) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 37 3D-37-IBC16-7(d) N=-7,156;Vx=-535;Vy=3,580; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 38 3D-38-IBC16-7(e) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 39 3D-39-IBC16-7(f) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 5 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 5 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 40 3D-40-IBC16-7(g)N=-6,790;Vx=-3,665;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 41 3D-41-IBC16-7(h) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 42 3D-42-IBC16-7(i) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 43 3D-43-IBC16-7(j) N=-6,764;Vx=-617;Vy=-3,486; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 44 3D-44-IBC16-7(k) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 45 3D-45-IBC16-7(l) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 46 3D-46*-IBC16-5(os-a)N=-9,142;Vx=2,334;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 47 3D-47*-IBC16-5(os-b) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 48 3D-48*-IBC16-5(os-c) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 49 3D-49*-IBC16-5(os-d) N=-9,431;Vx=-724;Vy=3,584; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 50 3D-50*-IBC16-5(os-e) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 51 3D-51*-IBC16-5(os-f) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 52 3D-52*-IBC16-5(os-g) N=-9,066;Vx=-3,861;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 19 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 6 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 6 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 53 3D-53*-IBC16-5(os-h)N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 54 3D-54*-IBC16-5(os-i) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 55 3D-55*-IBC16-5(os-j) N=-9,044;Vx=-809;Vy=-3,492; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 56 3D-56*-IBC16-5(os-k) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 57 3D-57*-IBC16-5(os-l) N=-9,102;Vx=-767;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 58 3D-58*-IBC16-7(os-a) N=-6,866;Vx=2,521;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 59 3D-59*-IBC16-7(os-b)N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 60 3D-61*-IBC16-7(os-d) N=-7,156;Vx=-535;Vy=3,580; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 61 3D-62*-IBC16-7(os-e) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 62 3D-63*-IBC16-7(os-f) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 63 3D-64*-IBC16-7(os-g) N=-6,790;Vx=-3,665;Vy=-1; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 18 64 3D-65*-IBC16-7(os-h) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 65 3D-66*-IBC16-7(os-i) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 7 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 7 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 66 3D-67*-IBC16-7(os-j)N=-6,764;Vx=-617;Vy=-3,486; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 67 3D-68*-IBC16-7(os-k)N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 68 3D-69*-IBC16-7(os-l) N=-6,826;Vx=-574;Vy=-0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 8 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 8 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension ConcreteBreakoutFailure 20,029 28,614 70/-OK Shear Concreteedgefailureindirectionx+6,258 21,244 -/30 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads 0.700 0.241 5/3 65 OK 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 9 Company: Address: PhoneIFax: Design: Fasteningpoint: | C1-SantaAna,modifiedLine2@ColD4I.rcn Page: Specifier: E-Mail: Date: 9 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=17.500in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=1.000in. AnchorplateR:lxxlyxt=12.500in.x8.500in.x1.000in.;(Recommendedplatethickness:notcalculated) Profile:Wshape(AISC),;(LxWxTxFT)=11.900in.x8.010in.x0.295in.x0.515in. Basematerial:crackedconcrete,4000,fc'=4,000psi;h=60.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Load combination and design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-1-Deflection1 N=-3,622;Vx=-2,910;Vy=12; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 14 2 3D-2-Deflection2 N=-6,954;Vx=-6,349;Vy=35; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 30 3 3D-3- N=-7,713;Vx=-7,513;Vy=38; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 36 4 3D-4- N=7,114;Vx=6,917;Vy=-161; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 33 5 3D-5- N=3,035;Vx=2,454;Vy=-64; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 12 6 3D-6- N=7,030;Vx=6,619;Vy=-156; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 32 7 3D-7-Deflection3 N=-10,572;Vx=-9,282;Vy=47; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 44 8 3D-8-ASCEASD1 N=-5,070;Vx=-4,077;Vy=17; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 20 9 3D-9-ASCEASD3(a) N=-13,794;Vx=-12,177;Vy=63; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 58 10 3D - 10 - ASCE ASD 5 (a) N = -17,084; Vx = -15,453; Vy = 79; Mx = 0; My = 0; Mz = 0; Nsus = 0; Mx,sus = 0; My,sus = 0; no 73 11 3D-11-ASCEASD5(a) N=7,612;Vx=8,717;Vy=-203; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 42 12 3D-12-ASCEASD5(a) N=812;Vx=1,273;Vy=-37; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 6 13 3D-13-ASCEASD5(a) N=7,472;Vx=8,220;Vy=-195; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 39 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 3 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 14 3D-14-N=249;Vx=2,287;Vy=171; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 15 3D-15- N=-9,239;Vx=-6,389;Vy=221; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 31 16 3D-16- N=1,339;Vx=3,155;Vy=167; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 15 17 3D-17- N=-8,151;Vx=-5,512;Vy=217; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 26 18 3D-18-ASCEASD7 N=-16,000;Vx=-14,563;Vy=76; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 69 19 3D-19-ASCEASD7 N=8,700;Vx=9,577;Vy=-222; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 46 20 3D-20-ASCEASD7 N=1,900;Vx=2,144;Vy=-57; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 11 21 3D-21-ASCEASD7 N=8,561;Vx=9,081;Vy=-214; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 43 22 3D-22-IBC16-5(a) N=-4,019;Vx=-1,644;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 8 23 3D-23-IBC16-5(b) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 24 3D-24-IBC16-5(c) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 25 3D-25-IBC16-5(d) N=-5,394;Vx=-3,493;Vy=109; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 26 3D-26-IBC16-5(e) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 4 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 27 3D-27-IBC16-5(f)N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 28 3D-28-IBC16-5(g) N=-4,670;Vx=-5,341;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 26 29 3D-29-IBC16-5(h) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 30 3D-30-IBC16-5(i) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 31 3D-31-IBC16-5(j) N=-3,259;Vx=-3,494;Vy=-3,568; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 24 32 3D-32-IBC16-5(k) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 33 3D-33-IBC16-5(l)N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 34 3D-34-IBC16-7(a) N=-2,933;Vx=-773;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 35 3D-35-IBC16-7(b) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 36 3D-36-IBC16-7(c) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 37 3D-37-IBC16-7(d) N=-4,306;Vx=-2,618;Vy=105; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 38 3D-38-IBC16-7(e) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 39 3D-39-IBC16-7(f) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 5 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 5 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 40 3D-40-IBC16-7(g)N=-3,584;Vx=-4,464;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 22 41 3D-41-IBC16-7(h) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 42 3D-42-IBC16-7(i) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 43 3D-43-IBC16-7(j) N=-2,174;Vx=-2,619;Vy=-3,582; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 21 44 3D-44-IBC16-7(k) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 45 3D-45-IBC16-7(l) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 46 3D-46*-IBC16-5(os-a)N=-4,019;Vx=-1,644;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 8 47 3D-47*-IBC16-5(os-b) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 48 3D-48*-IBC16-5(os-c) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 49 3D-49*-IBC16-5(os-d) N=-5,394;Vx=-3,493;Vy=109; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 50 3D-50*-IBC16-5(os-e) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 51 3D-51*-IBC16-5(os-f) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 52 3D-52*-IBC16-5(os-g) N=-4,670;Vx=-5,341;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 26 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 6 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 6 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 53 3D-53*-IBC16-5(os-h)N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 54 3D-54*-IBC16-5(os-i) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 55 3D-55*-IBC16-5(os-j) N=-3,259;Vx=-3,494;Vy=-3,568; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 24 56 3D-56*-IBC16-5(os-k) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 57 3D-57*-IBC16-5(os-l) N=-4,346;Vx=-3,493;Vy=14; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 17 58 3D-58*-IBC16-7(os-a) N=-2,933;Vx=-773;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 4 59 3D-59*-IBC16-7(os-b)N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 60 3D-61*-IBC16-7(os-d) N=-4,306;Vx=-2,618;Vy=105; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 61 3D-62*-IBC16-7(os-e) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 62 3D-63*-IBC16-7(os-f) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 63 3D-64*-IBC16-7(os-g) N=-3,584;Vx=-4,464;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 22 64 3D-65*-IBC16-7(os-h) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 65 3D-66*-IBC16-7(os-i) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 7 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 7 11/10/2021 Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 66 3D-67*-IBC16-7(os-j)N=-2,174;Vx=-2,619;Vy=-3,582; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 21 67 3D-68*-IBC16-7(os-k)N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 68 3D-69*-IBC16-7(os-l) N=-3,260;Vx=-2,619;Vy=11; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 13 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 8 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 8 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension ConcreteBreakoutFailure 8,700 28,614 31/-OK Shear Concreteedgefailureindirectionx-15,453 21,244 -/73 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 9 Company: Address: PhoneIFax: Design: Fasteningpoint: | C2-SantaAna,modifiedLine2@ColA11I.rcn Page: Specifier: E-Mail: Date: 9 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C3-SantaAna,modifiedLine2@ColC7I.rcn Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=8.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=1.000in. AnchorplateR:lxxlyxt=12.500in.x8.500in.x1.000in.;(Recommendedplatethickness:notcalculated) Profile:Wshape(AISC),;(LxWxTxFT)=11.900in.x8.010in.x0.295in.x0.515in. Basematerial:crackedconcrete,4000,fc'=4,000psi;h=60.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C3-SantaAna,modifiedLine2@ColC7I.rcn Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-21-ASCEASD7 N=0;Vx=7,300;Vy=0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 35 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C3-SantaAna,modifiedLine2@ColC7I.rcn Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension --- -/-N/A Shear Concreteedgefailureindirectionx+7,300 21,244 -/35 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C3-SantaAna,modifiedLine2@ColC7I.rcn Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C4-SantaAna@ColD5B Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=8.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=0.500in. AnchorplateR:lxxlyxt=21.000in.x6.000in.x0.500in.;(Recommendedplatethickness:notcalculated) Profile:noprofile Basematerial:crackedconcrete,4000,fc'=4,000psi;h=12.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C4-SantaAna@ColD5B Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-5-N=0;Vx=10,150;Vy=0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 76 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C4-SantaAna@ColD5B Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension --- -/-N/A Shear Concreteedgefailureindirectionx+10,150 13,524 -/76 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C4-SantaAna@ColD5B Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C5-SantaAna,SaddleatC1andD1 Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 1 Itemnumber:2198033HAS-V-361"x12"(element)/2022791HIT-HY 200-A(adhesive) Effectiveembedmentdepth:hef,act=4.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=0.500in. AnchorplateR:lxxlyxt=22.000in.x28.000in.x0.500in.;(Recommendedplatethickness:notcalculated) Profile:noprofile Basematerial:crackedconcrete,4000,fc'=4,000psi;h=6.250in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C5-SantaAna,SaddleatC1andD1 Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 Combination1 N=182;Vx=2,415;Vy=8,107; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 85 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C5-SantaAna,SaddleatC1andD1 Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension BondStrength 394 12,500 4/-OK Shear Concreteedgefailureindirectiony+8,486 10,029 -/85 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads 0.032 0.846 1.000 74 OK 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C5-SantaAna,SaddleatC1andD1 Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C6-SantaAna,modifiedLine2@ColB2I Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 1 Itemnumber:2198033HAS-V-361"x12"(element)/2022791HIT-HY 200-A(adhesive) Effectiveembedmentdepth:hef,act=8.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=1.000in. AnchorplateR:lxxlyxt=20.000in.x28.000in.x1.000in.;(Recommendedplatethickness:notcalculated) Profile:noprofile Basematerial:crackedconcrete,4000,fc'=4,000psi;h=13.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Dry Reinforcement:tension:conditionB,shear:conditionB;nosupplementalsplittingreinforcementpresent edgereinforcement:noneor<No.4bar R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C6-SantaAna,modifiedLine2@ColB2I Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-1-Deflection1 N=-3,150;Vx=195;Vy=7,353; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 166 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C6-SantaAna,modifiedLine2@ColB2I Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension ConcreteBreakoutFailure 1,029 10,872 10/-OK Shear Concreteedgefailureindirectionx+7,356 4,455 -/166 notrecommended Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads 0.095 1.651 1.000 146 notrecommended 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening does not meet the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C6-SantaAna,modifiedLine2@ColB2I Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C7-SantaAna@ColA3B Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=8.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation:eb=0.000in.(nostand-off);t=0.500in. AnchorplateR:lxxlyxt=18.000in.x6.000in.x0.500in.;(Recommendedplatethickness:notcalculated) Profile:noprofile Basematerial:crackedconcrete,4000,fc'=4,000psi;h=12.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups R-Theanchorcalculationisbasedonarigidanchorplateassumption. Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C7-SantaAna@ColA3B Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 3D-5-N=0;Vx=3,175;Vy=0; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 31 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C7-SantaAna@ColA3B Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension --- -/-N/A Shear Concreteedgefailureindirectionx+3,175 10,534 -/31 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C7-SantaAna@ColA3B Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 1 Company: Address: PhoneIFax: Design: Fasteningpoint: | C8-SantaAna,sheartoslabatColA10 Page: Specifier: E-Mail: Date: 1 11/10/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 7/8 Itemnumber:notavailable(element)/2022791HIT-HY200-A (adhesive) Effectiveembedmentdepth:hef,act=5.000in.(hef,limit=-in.) Material:ASTMF1554Grade36 EvaluationServiceReport:ESR-3187 IssuedIValid:5/1/2021|3/1/2022 Proof:DesignMethodACI318-14/Chem Stand-offinstallation: Profile: Basematerial:crackedconcrete,4000,fc'=4,000psi;h=8.000in.,Temp.short/long:32/32°F Installation: hammer drilled hole, Installation condition: Water saturated Reinforcement:tension:conditionA,shear:conditionA;nosupplementalsplittingreinforcementpresent edgereinforcement:>No.4barwithstirrups Geometry [in.] & Loading [lb, in.lb] 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 2 Company: Address: PhoneIFax: Design: Fasteningpoint: | C8-SantaAna,sheartoslabatColA10 Page: Specifier: E-Mail: Date: 2 11/10/2021 1.1 Design results Case Description Forces[lb]/Moments[in.lb]Seismic Max.Util.Anchor[%] 1 Combination1 N=0;Vx=0;Vy=4,450; Mx=0;My=0;Mz=0; Nsus=0;Mx,sus=0;My,sus=0; no 67 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 3 Company: Address: PhoneIFax: Design: Fasteningpoint: | C8-SantaAna,sheartoslabatColA10 Page: Specifier: E-Mail: Date: 3 11/10/2021 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity b N /b V [%] Status Tension --- -/-N/A Shear Concreteedgefailureindirectiony+4,450 6,682 -/67 OK Loading bN bV z Utilization bN,V [%] Status Combinedtensionandshearloads --- - N/A 3 Warnings •Pleaseconsideralldetailsandhints/warningsgiveninthedetailedreport! Fastening meets the design criteria! 2677 N Main St - 101110159-60 & 20175958-5902/07/23 www.hilti.com Hilti PROFIS Engineering 3.0.73 Inputdataandresultsmustbecheckedforconformitywiththeexistingconditionsandforplausibility! PROFISEngineering(c)2003-2021HiltiAG,FL-9494SchaanHiltiisaregisteredTrademarkofHiltiAG,Schaan 4 Company: Address: PhoneIFax: Design: Fasteningpoint: | C8-SantaAna,sheartoslabatColA10 Page: Specifier: E-Mail: Date: 4 11/10/2021 4 Remarks; Your Cooperation Duties •AnyandallinformationanddatacontainedintheSoftwareconcernsolelytheuseofHiltiproductsandarebasedontheprinciples,formulasand securityregulationsinaccordancewithHilti'stechnicaldirectionsandoperating,mountingandassemblyinstructions,etc.,thatmustbestrictly compliedwithbytheuser.Allfigurescontainedthereinareaveragefigures,andthereforeuse-specifictestsaretobeconductedpriortousing therelevantHiltiproduct.TheresultsofthecalculationscarriedoutbymeansoftheSoftwarearebasedessentiallyonthedatayouputin. Therefore,youbearthesoleresponsibilityfortheabsenceoferrors,thecompletenessandtherelevanceofthedatatobeputinbyyou. Moreover,youbearsoleresponsibilityforhavingtheresultsofthecalculationcheckedandclearedbyanexpert,particularlywithregardto compliancewithapplicablenormsandpermits,priortousingthemforyourspecificfacility.TheSoftwareservesonlyasanaidtointerpretnorms andpermitswithoutanyguaranteeastotheabsenceoferrors,thecorrectnessandtherelevanceoftheresultsorsuitabilityforaspecific application. •YoumusttakeallnecessaryandreasonablestepstopreventorlimitdamagecausedbytheSoftware.Inparticular,youmustarrangeforthe regularbackupofprogramsanddataand,ifapplicable,carryouttheupdatesoftheSoftwareofferedbyHiltionaregularbasis.Ifyoudonotuse theAutoUpdatefunctionoftheSoftware,youmustensurethatyouareusingthecurrentandthusup-to-dateversionoftheSoftwareineach casebycarryingoutmanualupdatesviatheHiltiWebsite.Hiltiwillnotbeliableforconsequences,suchastherecoveryoflostordamageddata orprograms,arisingfromaculpablebreachofdutybyyou. 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixD Enercalc Checks of Garage Structure  In this section, certain concrete columnshave been checked for the lateral load imparted to them fromthe canopy. These columns were specificallychosen due tothe size of the loads and to the height that thecolumn extendsabove thedeck diaphragm.   2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: .Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2018 ASTM A615 Bars Used 4.0 ksi fy - Main Rebar 60.0 ksi Density = 150.0 pcf E - Main Rebar 29,000.0 = ksi 0.850 ksi Min. Reinf.1.0 % =Max. Reinf.8.0 % 3.50 Allow. Reinforcing Limits 3,122.0E = Overall Column Height ft= General Information = = f'c : Concrete 28 day strength End Fixity Top Free, Bottom Fixed= = = Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT X-X Axis = 3.50 ft, K = 2.10 Unbraced Length for buckling ABOUT Y-Y Axis = 3.50 ft, K = 2.10 Brace condition for deflection (buckling) along columns : .. 20.0in Square Column, Column Edge to Rebar Edge Cover = 2.0in Column Reinforcing : Column Dimensions : 4 - #11 bars @ corners,, 1 - #8 bars top & bottom between corner bars, 1 - #8 bars left & right between corner Column Cross Section . Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included : 1,458.33 lbs * Dead Load Factor BENDING LOADS . . . Lat. Point Load at 3.50 ft creating My-y, D = 17.80 k . DESIGN SUMMARY Maximum Stress Ratio Location of max.above base 3.477 ft Pu = 2.042 k * Pn = 11.575 k Mu-x = 0.0 k-ft Load Combination +1.40D 335.410 k-ft General Section Information . . : 1 0.262 Ratio = (Pu^2+Mu^2)^.5 / (PhiPn^2+PhiMn^2)^.5 * Mn-x =  0.0 k-ft * Mn-y =Mu-y = -87.220 k-ft Maximum SERVICE Load Reactions . Top along Y-Y 0.0 k Bottom along Y-Y 17.80 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Deflections . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.01051in at 3.50 ft Column Capacities . . above base270.0 degMu Angle = for load combination : k-ft D Only Pn & Mn values located at Pu-Mu vector intersection with capacity curve Mu at Angle = 0.850 k-ft332.817Mn at Angle = 87.220 2.350 % Rebar % Ok 0.650 400.0 in^2 9.40 in^2  k1,892.04 Pn, max : Usable Compressive Axial Capacity Pnmax : Nominal Max. Compressive Axial Capacity k : % Reinforcing = Pnmin : Nominal Min. Tension Axial Capacity 983.86  k Pn, min : Usable Tension Axial Capacity k Concrete Area  0.80 Reinforcing Area = = .Governing Load Combination Results Load Combination Dist. from  Axial Load k k-ft Moment Governing Factored Bending Analysis Utilization base ft Y-Y Pu * Pn x * Mux MuAlpha (deg)x yX-X Mn Ratioy * Muy Actual+1.40D 2.043.48 11.58 -87.22 332.82 0.2621.000 270.000 87.22 Actual+1.20D 1.753.48 11.58 -74.76 332.82 0.2251.000 270.000 74.76 Actual+0.90D 1.313.48 11.58 -56.07 332.82 0.1681.000 270.000 56.07 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base @ Top @ Top My - End Moments Mx - End Moments D Only 1.45817.800 62.300 +0.60D 0.87510.680 37.380 Note: Only non-zero reactions are listed. Load Combination Moment About X-X Axis Moment About Y-Y Axis @ Base @ Top@ Base @ Top Maximum Moment Reactions D Only k-ft k-ft62.300 +0.60D k-ft k-ft37.380 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0105 0.000 0.000 ftftinin 3.500 +0.60D 0.0062 0.000 0.000 ftftin in 3.477 .Sketches . Interaction Diagrams 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D1 - A10 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: .Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2018 ASTM A615 Bars Used 4.0 ksi fy - Main Rebar 60.0 ksi Density = 150.0 pcf E - Main Rebar 29,000.0 = ksi 0.850 ksi Min. Reinf.1.0 % =Max. Reinf.8.0 % 13.250 Allow. Reinforcing Limits 3,122.0E = Overall Column Height ft= General Information = = f'c : Concrete 28 day strength End Fixity Top Free, Bottom Fixed= = = Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT X-X Axis = 13.250 ft, K = 2.10 Unbraced Length for buckling ABOUT Y-Y Axis = 13.250 ft, K = 2.10 Brace condition for deflection (buckling) along columns : .. 24.0in Square Column, Column Edge to Rebar Edge Cover = 2.0in Column Reinforcing : Column Dimensions : 4 - #11 bars @ corners,, 1 - #9 bars top & bottom between corner bars, 1 - #9 bars left & right between corner Column Cross Section . Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included : 7,950.0 lbs * Dead Load Factor BENDING LOADS . . . Lat. Point Load at 13.250 ft creating My-y, D = 7.0 k . DESIGN SUMMARY Maximum Stress Ratio Location of max.above base 13.161 ft Pu = 11.130 k * Pn = 45.095 k Mu-x = 0.0 k-ft Load Combination +1.40D 487.438 k-ft General Section Information . . : 1 0.269 Ratio = (Pu^2+Mu^2)^.5 / (PhiPn^2+PhiMn^2)^.5 * Mn-x =  0.0 k-ft * Mn-y =Mu-y = -129.850 k-ft Maximum SERVICE Load Reactions . Top along Y-Y 0.0 k Bottom along Y-Y 7.0 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Deflections . . Along Y-Y 0.0 in at 0.0 ft above base for load combination : Along X-X 0.1081in at 13.250 ft Column Capacities . . above base270.0 degMu Angle = for load combination : k-ft D Only Pn & Mn values located at Pu-Mu vector intersection with capacity curve Mu at Angle = 0.850 k-ft483.153Mn at Angle = 129.850 1.778 % Rebar % Ok 0.650 576.0 in^2 10.240 in^2  k2,537.98 Pn, max : Usable Compressive Axial Capacity Pnmax : Nominal Max. Compressive Axial Capacity k : % Reinforcing = Pnmin : Nominal Min. Tension Axial Capacity 1,319.75  k Pn, min : Usable Tension Axial Capacity k Concrete Area  0.80 Reinforcing Area = = .Governing Load Combination Results Load Combination Dist. from  Axial Load k k-ftMoment Governing Factored Bending Analysis Utilization base ft Y-Y Pu * Pn x * Mux MuAlpha (deg)x yX-X Mn Ratioy * Muy Actual+1.40D 11.1313.16 45.10 -129.85 483.15 0.2691.000 270.000 129.85 Actual+1.20D 9.5413.16 45.10 -111.30 483.15 0.2301.000 270.000 111.30 Actual+0.90D 7.1613.16 45.10 -83.48 483.15 0.1731.000 270.000 83.48 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base @ Top @ Top My - End Moments Mx - End Moments D Only 7.9507.000 92.750 +0.60D 4.7704.200 55.650 Note: Only non-zero reactions are listed. Load Combination Moment About X-X Axis Moment About Y-Y Axis @ Base @ Top@ Base @ Top Maximum Moment Reactions D Only k-ft k-ft92.750 +0.60D k-ft k-ft55.650 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.1081 0.000 0.000 ftftinin 13.250 +0.60D 0.0642 0.000 0.000 ftftin in 13.161 .Sketches . Interaction Diagrams 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column LIC# : KW-06015263, Build:20.21.10.4 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2021 DESCRIPTION: D2 - C5 column shear Project File: Santa Ana.ec6 Project Title: Engineer: Project ID: Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23       AppendixE Supporting Documents 2677 N Main St - 101110159-60 & 20175958-5902/07/23 E1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945  Phone: 530-838-5358 ENGINEERING CALCULATIONS FOR MULLER SANTA ANA SWITCHGEAR PAD 2677 N. MAIN ST, SANTA ANA, CA 92705 Date: 11/16/21 Client: DSD / RCSI AEC Project Engineer: RHA AEC Project No.: 2021-SRS004a Project Description ........................................................................................................ T1 Calculations .................................................................................................................... 1 Appendix A: Computer Calcs ........................................................................................A1 Appendix B: Supporting Docs ........................................................................................B1 11/16/2021, 6:13:51 PM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 JOB Santa Ana Pad JOB NO. 2021-SRS004a DATE 11/16/21 CLIENT Solar Racking BY RHA SHEET NO. T1 Project Description: Solar Racking Solutions will be building solar canopy structures at this property. There will also be a switchgear mounted on a pad at this site. This set of calculations is for that pad. Building Codes Used: 2019 CBC, ASCE 7-16, ACI 318-14 Wind Loading Criteria: Wind Speed in Area: 95 MPH Exposure C, Iw = 1.0 Seismic Loading Criteria: Category D Sds = 1.067 Soil Properties: CBC Code Minimums Allowable Bearing Pressure: 1500 psf Allowable Lateral Bearing: 100 pcf Friction = 0.25 2677 N Main St - 101110159-60 & 20175958-5902/07/23 OUTDOOR GROUND MOUNTED EQUIPMENT Switchgear EQUIPMENT PROPERTIES Weight (Wp) = 2600 lb Width (W) = 84 in Depth (D) = 36 in Min. distance, bolt to opposite face (N) = 34 in Min. distance, center of gravity (D') = 18 in Height (H) = 92 in Hc (Assume COG at 2/3H)= 61 in H/D = 2.56 Anchor brackets (n) = 8 WIND DEMANDS PER ASCE 7-10 V = 95 mph Figure 26.5-1A Kz = 0.85 Table 29.3-1; Exposure B, h < 15 ft Kzt = 1 Section 26.8.2 Kd = 0.9 Table 26.6-1 qz = 0.00256KzKztKdV2 = 17.7 psf Equation 29.3-1 G = 0.85 Section 26.9.1 Cf = 1.33 Figure 29.5-1 F w = qzGCfWH/144 = 1069 lb Equation 29.5-1 SEISMIC DEMANDS PER ASCE 7-10 SDS = 1.067 g Design Short Acceleration per Equation 11.4.3 a p = 2.5 Component Amplification Factor per Table 13.6-1 Rp =6 Component Response Modification Factor per Table 13.6-1 z/h = 0 Ground-Mounted I p = 1 Importance Factor per Section 13.1.3 Ω = 2 Omega Factor per Table 13.6-1 Fph = 0.4apSDSWp(1+2z/h)/(Rp/Ip) = 462 lb Equation 13.3-1 Fph,max = 1.6*SDS*Ip*Wp = 4439 lb Equation 13.3-2 Fph,min = 0.3*SDS*Ip*Wp = 832 lb Equation 13.3-3 Fph,controlling = 832 lb ANCHOR DESIGN (STRENGTH DESIGN ALLOWABLE LOADS) Shear per bolt, wind = Fw/n = 134 lb Shear per bolt, seismic = ΩFp/n = 208 lb Overturning moment, wind = FwH/2 = 49176 in-lb Overturning moment, seismic = ΩFpHc = 102091 in-lb Resisting moment, wind = 0.9WpD' = 42120 in-lb Resisting moment, seismic = (0.9-0.2SDS)WpD' = 32133 in-lb Net overturning, wind = OTM-RM = 7056 in-lb Net overturning, seismic = OTM-RM = 69958 in-lb Bolt tension = 514 lb See AB1. Use 3/8" dia stainless steel Strong-Bolt 2 w/ 2" embedment. Fc' = 2500 psi 2677 N Main St - 101110159-60 & 20175958-5902/07/23 CONCRETE PAD DESIGN Soil Properties Allowable soil bearing = 1500 psf Allowable passive pressure = 100 psf/ft Depth to start of passive pressure = 0 ft Allowable coeff of friction (slab/soil) = 0.25 f'c = 2500 psi fy = 60000 psi Design as footing with eccentric load. See picture at right for assumptions. Pad length (larger dimension), L = 8.0 ft Pad width (smaller dimension), W = 5.0 ft Pad thickness, t = 6 in Min. embedment of pad edge, D = 2 in Seismic Force, 0.7Fph = 583 lb Wind Force, 0.6F w = 641 lb Check sliding Slab weight, Ws = 2900 lb Available friction, Fr=µ(We+Ws) = 1375 lb Available passive pressure, Pp = 6.9 lb Total horizontal resistance, Fr + Pp = 1382 lb > 641; ok Check overturning/bearing capacity Soil reaction, R = We + Ws = 5500 lb S M = 0 = F(t+0.66H)-We0.33W-WsW/2+Rx Solve for x = 1.45 ft x < W/3 so pressure distribution is triangular Solve for max. bearing pressure q = 316 psf < 1500; ok Reinforcement Check As,min = 0.0018Wt = 0.65 in2 = 0.13 in 2/ft Rebar size = # 4 Rebar Spacing = 18 in Rebar area = 0.13 in2/ft OK Use 6 inch slab with # 4 @ 18 inch o.c. each way at mid-depth. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Appendix A: Computer Calculations 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company:Date: 11/16/2021 Engineer:Page: 1/6 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.9.7376.2 1.Project information Customer company: Customer contact name: Customer e-mail: Comment: Project description: AB1 - Switchgear Location: Fastening description: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Stainless Steel Diameter (inch): 0.375 Nominal Embedment depth (inch): 2.250 Effective Embedment depth, hef (inch): 1.875 Code report: ICC-ES ESR-3037 Anchor category: 1 Anchor ductility: Yes hmin (inch): 3.72 cac (inch): 7.25 Cmin (inch): 6.00 Smin (inch): 3.00 Base Material Concrete: Normal-weight Concrete thickness, h (inch): 6.00 State: Cracked Compressive strength, f’c (psi): 2500 Ψc,V: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Recommended Anchor Anchor Name: Strong-Bolt® 2 Stainless Steel - 3/8"Ø SS Strong-Bolt 2, hnom:2.25" (57mm) Code Report: ICC-ES ESR-3037 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company:Date: 11/16/2021 Engineer:Page: 2/6 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.9.7376.2 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.2.3.4.2 not applicable Ductility section for shear: 17.2.3.5.2 not applicable Ω0 factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Strength level loads: Nua [lb]: 514 Vuax [lb]: 208 Vuay [lb]: 0 <Figure 1> 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company:Date: 11/16/2021 Engineer:Page: 3/6 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.9.7376.2 <Figure 2> 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company:Date: 11/16/2021 Engineer:Page: 4/6 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.9.7376.2 Shear load y, Vuay (lb) Anchor Tension load, Nua (lb) 3. Resulting Anchor Forces Shear load combined, √(Vuax)²+(Vuay)² (lb) Shear load x, Vuax (lb) 514.01 208.0 208.00.0 208.0 0.0Sum514.0 208.0 Maximum concrete compression strain (‰): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 514 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.4.1) Nsa (lb) f fNsa (lb) 5140 0.75 3855 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) N b = kclaÖf’chef 1.5 (Eq. 17.4.2.2a) kc la f’c (psi) hef (in) Nb (lb) 17.0 1.00 2500 1.875 2182 0.75fNcb = 0.75f (ANc / ANco)Yed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1a) A Nc (in 2 ) ANco (in 2 ca,min (in) Yed,N Y c,N Ycp,N Nb (lb)f 0.75fNcb (lb) 31.64 31.64 6.00 1.000 1.00 1.000 2182 0.65 1064 6. Pullout Strength of Anchor in Tension (Sec. 17.4.3) 0.75fN pn = 0.75fYc,PlaNp(f’c / 2,500) n (Sec. 17.3.1, Eq. 17.4.3.1 & Code Report) Yc,P l a Np (lb)f’c (psi) n f 0.75fNpn (lb) 1.0 1.00 2136 2500 0.30 0.65 1041 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company:Date: 11/16/2021 Engineer:Page: 5/6 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.9.7376.2 8. Steel Strength of Anchor in Shear (Sec. 17.5.1) Vsa (lb) fgrout f fgroutfVsa (lb) 3085 1.0 0.65 2005 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) Shear perpendicular to edge in x-direction: V bx = min|7(le / da) 0.2 ÖdalaÖf’cca1 1.5 ; 9laÖf’cca1 1.5| (Eq. 17.5.2.2a & Eq. 17.5.2.2b) le (in) da (in) la f’c (psi) ca1 (in)Vbx (lb) 1.88 0.375 1.00 2500 6.00 4346 fV cbx =f (AVc / AVco)Yed,VYc,VYh,VVbx (Sec. 17.3.1 & Eq. 17.5.2.1a) AVc (in2) AVco (in2) Yed,V Yc,V Yh,V Vbx (lb)f fVcbx (lb) 90.00 162.00 0.900 1.000 1.225 4346 0.70 1863 Shear parallel to edge in x-direction: V by = min|7(le / da)0.2ÖdalaÖf’cca1 1.5 ; 9laÖf’cca1 1.5| (Eq. 17.5.2.2a & Eq. 17.5.2.2b) le (in) da (in) la f’c (psi) ca1 (in) Vby (lb) 1.88 0.375 1.00 2500 6.00 4346 fV cbx =f (2)(AVc / AVco)Yed,VYc,VYh,VVby (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1a) AVc (in2) AVco (in2) Yed,V Yc,V Yh,V Vby (lb)f fVcbx (lb) 90.00 162.00 1.000 1.000 1.225 4346 0.70 4140 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) fVcp = fkcpNcb = fkcp(ANc / ANco)Yed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1a) kcp ANc (in2) ANco (in2) Yed,N Yc,N Ycp,N Nb (lb) f fVcp (lb) 1.0 31.64 31.64 1.000 1.000 1.000 2182 0.70 1528 11. Results Interaction of Tensile and Shear Forces (Sec. 17.6.) Tension Factored Load, Nua (lb) Design Strength, øNn (lb) Ratio Status Steel 514 3855 0.13 Pass Concrete breakout 514 1064 0.48 Pass Pullout 514 1041 0.49 Pass (Governs) Shear Factored Load, Vua (lb) Design Strength, øVn (lb) Ratio Status Steel 208 2005 0.10 Pass T Concrete breakout x+ 208 1863 0.11 Pass || Concrete breakout y+ 208 4140 0.05 Pass Pryout 208 1528 0.14 Pass (Governs) Interaction check Nua/fNn Vua/fVn Combined Ratio Permissible Status Sec. 17.6..1 0.49 0.00 49.4% 1.0 Pass 3/8"Ø SS Strong-Bolt 2, hnom:2.25" (57mm) meets the selected design criteria. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company:Date: 11/16/2021 Engineer:Page: 6/6 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 2.9.7376.2 12. Warnings - Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied – designer to verify. - Per designer input, the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied – designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer’s product literature for hole cleaning and installation instructions. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Appendix B: Supporting Information 2677 N Main St - 101110159-60 & 20175958-5902/07/23 B1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945 530-838-5358 Letter Regarding Plan Check November 18, 2022 City of Santa Ana Building Department Re: 2667 North Main St, Santa Ana, CA Plan Check:101110159-60 and 20175958-59 Plan Check Number 4 Dear Mr. Gary Huang: The following letter is intended to address the structural comments on your recent plan check for the solar canopies at the above property. Comments 18/29 (which was added to in the email from Gary Huang): What I was looking for is for you to justify that all OCBF design shall comply with AISC manual, include its framing size, connection, rod slenderness ration < 300 for tension (per AISC 360-16 Chapter D). Please note, your RISA calculation shown that your D/C ratio for the diagonal rod is much greater than 1.0. Response: A section has been added to the calculations for the garage top canopy titled “Plan Check Additions.” In this section, each of the subsections of AISC 341-16 Section F1 are addressed. Please note that Subsections 4a, 4b, 4c, 5b, and 7 are not applicable. Subsection 5a is applicable, but use of rod bracing in tension only qualifies for the exception in that subsection. Subsection 5c does require that the beams of the braced frames be designed for seismic overstrength. These beams have been assigned to the OCBF category in the Seismic Design Rules in the RISA-3D model. They are therefore designed for overstrength and those loads are transferred to RISA Connection as well. Please not that I have also assigned the braces to receive overstrength, even though this is not required by code. The below image capture shows the OCBF seismic design rules. The two after that show an example of a beam and brace having been designed for that rule (see bottom left corner of each image). 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945 530-838-5358 Subsection 6a: The connection of the rod bracing to the column is achieved by passing the rod thru the web of the column and placing a hillside washer with nut on the opposite side. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945 530-838-5358 The dimensions of a hillside washer for a ¾” rod is 1-5/8” x 2-3/8” (rectangular). This connection was checked for tear out against overstrength level tension loads. The worst- case tension load with over-strength is 10.2 kips. Regarding the rod slenderness check, please note that Chapter D of 360-16, Section D1, actually states that there is no slenderness limit for tension members. The User Note then suggests that a limit of 300 be used (which is where I think you're getting that 300 number from), but the same user note then goes on to state that that suggestion does not apply to rods in tension. Regarding the RISA calculation showing tension rods with a 9.99+ UC ratio, it appears that you were provided with an obsolete set of the calcs. Some of those members had been set and Tension/Compression members rather than just Tension. This creates an error state in RISA that produces the 9.99+ number. The attached calculations have had this updated. Comment 23, if you look at your drawing, it should indicate 135-degree hook at the end per ACI 318 25.7.2.4.1. Response: Detail 5/SC.1 of the ground canopy drawings has been updated to show the 135 degree hooks in the hoops around the vertical rebar in the piers. Comments 28/34, if you would like to match the spacing of L2x2 by the purlin, please indicate on the drawing to match the spacing of purlin or at least shown minimum spacing required. Response: Detail 4/SC.2 of the ground canopy drawings now has a note that reads “Angle locations are at purlin locations as shown in the Elevation 3/SC.1.” Detail 3/SG.9 of the garage top canopy drawings now has a note that reads “Angle locations are at purlin locations as shown in the elevations on Sheets SG3 thru SG5.” In the elevation views referenced, it clearly shown which purlins receive angle bracing and the angle brace detail is referenced on those elevations as well. Please feel free to contact me with any questions at (530) 838-5358 or by email at rarashi@appliedec.com. Thank you for your attention to this matter. Best Regards, Rex H. Arashi, PE President Licensed Professional Engineer No. 70,964 11/18/2022, 10:20:30 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 10360 Carey Dr, Grass Valley, CA 95945  Phone: 530-838-5358 ENGINEERING CALCULATIONS FOR MULLER SANTA ANA GROUND SOLAR CANOPIES 2677 N. Main St, Santa Ana, CA 92705 Date: 11/10/21 Plan Check: 7/11/22 Client: DSD / RCSI AEC Project Engineer: RHA AEC Project No.: 2021-SRS004a Project Description ........................................................................................................ T1 Calculations .................................................................................................................... 1 Appendix A: Computer Calcs ........................................................................................A1 Appendix B: Supporting Docs ........................................................................................B1 7/11/2022, 9:53:42 PM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 JOB Santa Ana Ground Solar Canopy JOB NO. 2021-SRS004a DATE 9/14/21 CLIENT RCSI BY RHA SHEET NO. T1 Project Description: Renewable Construction Services, Inc., will be building two Tee canopies over the parking lot at this site. This set of calculations is for the design of that structure. Building Codes Used: 2019 CBC, ASCE 7-16, ACI 318-14 Wind Loading Criteria: Wind Speed in Area: 95 MPH Exposure C, Iw = 1.0 Seismic Loading Criteria: Category D Sds = 1.067 Cantilever column: R = 1.25, Ω = 1.25, I = 1.0 Cs = 0.854 Soil Properties: Per Report by Geo-Engineering Solutions, Project No. 50-1326 Allowable Lateral Bearing: 400 pcf (increase to 800 for drilled pier), ignore top 12” Allowable Skin Friction: downward = 665 psf, upward = 530 psf Minimum pier size = 24” dia x 10’ deep Gravity Loading: Roof collateral load from solar panels: 2.4 psf Roof live load: 12 psf (Not applied concurrently with wind load because once the panels go on the live load cannot be applied to the purlins) 2677 N Main St - 101110159-60 & 20175958-5902/07/23 FIXED SOLAR ARRAY Monoslope Roof Model Main Wind Force Resisting System Exposure B/C Load sign are positive as follows Lateral Left h (ft) = 15 Kzt = 1 V (mph) = 95 G = 0.85 Panel Width (in) = 81.9 Vertical Down hu (ft) = 7 Kd = 0.85 Ke = 1 q h (psf) = 16.7 E-W Post Spcg (ft) = na Moment Clockwise L panel (ft) = 48 Kh = 0.85 L c (ft) = na Wind Loads on Panels (psf) and on North-South Beams (plf) Obstructed Panel Angle L (horiz) Load Case PNW (psf) PNL (psf) Purlin-NW Purlin-NL PNW (psf)PNL (psf)Purlin-NW Purlin-NL 0.0 48.0 A 17.0 4.3 58.1 14.5 -7.1 -17.0 -24.2 -58.1 0.0 48.0 B -15.6 -1.4 -53.3 -4.8 -15.6 -8.5 -53.3 -29.1 3.0 47.9 A 17.0 4.3 58.1 14.5 -7.1 -17.0 -24.2 -58.1 3.0 47.9 B -15.6 -1.4 -53.3 -4.8 -15.6 -8.5 -53.3 -29.1 Loads on fascia:25.0 windward -16.7 leeward 2019 CBC Wind Load Calculation (per ASCE 7-16, Section 27.3.2, Figure 27.3-4, Unobstructed 2677 N Main St - 101110159-60 & 20175958-5902/07/23 FIXED SOLAR ARRAY Monoslope Roof Model Main Wind Force Resisting System Exposure B/C Load sign are positive as follows Lateral Left h (ft) = 15 Kzt = 1 V (mph) = 95 G = 0.85 Panel Width (in) = 81.9 Vertical Down hu (ft) = 7 Kd = 0.85 Ke = 1 q h (psf) = 16.7 E-W Post Spcg (ft) = na Moment Clockwise L panel (ft) = 48 Kh = 0.85 (avg of exp B and C)L c (ft) = na Wind Loads on Panels (psf) and on North-South Beams (plf) Obstructed Horizontal Dist Load Case P (psf)Purlin P (psf)Purlin <h A -11.4 -38.7 -17.0 -58.1 B 11.4 38.7 7.1 24.2 >h, <2h A -8.5 -29.1 -12.8 -43.6 B 7.1 24.2 7.1 24.2 >2h A -4.3 -14.5 -8.5 -29.1 B 4.3 14.5 4.3 14.5 Loads on fascia: 25.0 windward -16.7 leeward 2019 CBC Wind Load Calculation (per ASCE 7-16, Section 27.3.2, Figure 27.3-7, Unobstructed 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Santa Ana Job Number: 2021-SRS004a Date: 9/14/21 Job Parameters: ̗hpost 14 ft ̗hef 3.17ft ̗Vbearing 0 psf ̗Hbearing 800 pcf ̗Sfrictdown 665 psf ̗Sfrictup 530 psf Reactions per RISA: These values are already factored and worst case. ̗Vdown 25.6 kip ̗Vup -8.3 kip ̗H 7.9 kip ̗M Έ99.7kip ft Size Pier for Lateral Loading: ̗Flat =――M hpost 7.121 kip See A1 and A1.1. ̗Dpier 2.5 ft ̗dpier 10 ft (including upper 12" neglected) 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Santa Ana Job Number: 2021-SRS004a Date: 9/14/21 Check Uplift: ̗T =Vup -8.3 kip ̗Wftg =ΈΈ――――ΈDpier2 π 4 dpier 145 pcf 7.118 kip ̗Fμup =ΈΈΈSfrictupπDpier ((-dpier 1 ft))37.463 kip ̗Ta =+Έ0.6 Wftg Fμup 41.734 kip > =T -8.3 kip Footing OK for uplift Check Soil Bearing: ̗P =Vdown 25.6 kip ̗Fσ =Έ((Vbearing))―――― Έπ Dpier2 4 0 kip ̗Fμdown =ΈΈΈSfrictdownπDpier ((-dpier 1 ft))47.006 kip ̗Pa =+Fσ Fμdown 47.006 kip > =P 25.6 kip Footing OK in bearing Design Rebar in Pier: See A2. Use 9-#6 vertical bars to meet minimum 1/2% Ag steel required per ACI 10.8.4 and bending capacity at column embedment. Use concrete and rebar.̗fc'3000 psi ̗fy 60 ksi Hoop reinforcement: Clear cover: Core diameter: ̗Cc 3 in ̗Dc =-Dpier 2 Cc 24 in Per ACI eq. 21-3: ̗ρs =0.12 ―fc' fy 0.006 Per CBC 1810.3.9.4.2.1, 1/2 is permitted.ρs Volume of steel per hoop: = 75.36AsπDcAs Volume of core per hoop: = 452.16s―――πDc 2 s 4 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Santa Ana Job Number: 2021-SRS004a Date: 9/14/21 1/2 = 75.36As / 452.16sρs (#4 rebar)̗As 0.2 in2 ̗s =―――――― Έ75.36 in As ΈΈ452.16 in 2 ― 1 2 ρs 11.111 in Use #4 Grade 60 hoops at the following spacing: Spacing at upper 60" of pier: ̗s1 3 in Spacing at below 60" of pier: ̗s2 11 in Check Shear Capacity of Pier Edge: Per DSA BU09-06: , ,̗A1 10.25 in ̗A2 16.3 in ̗A3 =―――――――― ⎛⎝-Dpier ‾‾‾‾‾‾‾‾+A1 2 A22 ⎞⎠ 2 5.373 in , ̗a =Έ― 2 3 hef 2.113 ft ̗b =Έ― 1 6 hef 0.528 ft ̗wc =+2 ((ΈA3 cos((45 °))))A1 17.848 in ̗Ac =Έwc 1 in 17.848 in2 ̗ϕdsa 0.55 ̗υmax =ΈΈ2 ϕdsa ‾‾‾‾‾‾Έfc'psi 60.249 psi ̗C 1.2 ―M a C = Έ((σc))⎛ ⎜⎝―― hef 2 ⎞ ⎟⎠――wc 2 > ==> Concrete Shear Exceeded̗σc =―――――C Έ ⎛ ⎜⎝―― hef 2 ⎞ ⎟⎠ ⎛ ⎜⎝――wc 2 ⎞ ⎟⎠ 333.534 psi =υmax 60.249 psi Per ACI eq. 11-15: , (ACI 11.2.3)̗Av =Έ2 As 0.4 in2 ̗d =Έ0.8 Dpier 24 in ̗Vs =―――ΈΈAvfy d s1 192 kip > embedment OK=Έϕdsa Vs 105.6 kip =C 56.612 kip =hef 3.17ft 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Job Name: Santa Ana Job Number: 2021-SRS004a Date: 9/14/21 Check Column Pullout: Per ACI D5 for anchor embedment: ̗Anco =Έ9 hef2 ⎛⎝Έ1.302 10 4 ⎞⎠ in2 ̗Anc = ――――Έπ Dpier2 4 706.858 in2 < ̗Camin 5.373 in =Έ1.5 hef 57.06 in , , ̗ψedN =+0.7 Έ0.3 ――― Camin 1.5 hef 0.728 ̗ψcN 1.25 ̗ψcpN 1 , ̗kc 24 ̗λa 1 ̗Nb =ΈΈΈΈ kc λa ‾‾‾‾‾‾ Έfc'psi ⎛ ⎜⎝―――Έhef 12 ft ⎞ ⎟⎠ 1.5 in2 308.413 kip ̗Ncb =ΈΈ ΈΈ ―― Anc Anco ψedN ψcN ψcpN Nb 15.238 kip ̗ϕpullout 0.75 > =Έϕpullout Ncb 11.429 kip ̗Tlrfd =Έ1.2 Vup -9.96 kip Use (2) 3/4" diameter x 16.5" long rods passed through column flanges and welded. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Appendix A: Computer Calculations 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-1 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… A0 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-2 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-3 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-4 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-5 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-6 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-7 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-8 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-9 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-10 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-11 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-12 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2021-SRS004 A0 SK-13 Sep 27, 2021 A0 - Santa Ana, Ground Canopies.… 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 1 Node Coordinates Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1 N1 0 0 0 2 N2 0.000403 13.187212 0 3 N3 22.367915 16.12798 0 4 N4 -22.367107 10.246445 0 5 N5 0 0 30.75 6 N6 0.000403 13.187212 30.75 7 N14A -1.784241 12.952577 33.75 8 N16A -5.213998 12.501649 33.75 9 N18 -8.645197 12.050533 33.75 10 N20 -12.075675 11.599511 33.75 11 N22 -15.506153 11.148489 33.75 12 N24 -22.367107 10.246445 33.75 13 N26 -1.784241 12.952577 -10.25 14 N27 -5.213998 12.501649 -10.25 15 N28 -8.645197 12.050533 -10.25 16 N29 -12.075675 11.599511 -10.25 17 N30 -15.506153 11.148489 -10.25 18 N31 -22.367107 10.246445 -10.25 19 N32 1.785046 13.421848 33.75 20 N34 1.785046 13.421848 -10.25 21 N36 5.215523 13.87287 33.75 22 N37 5.215523 13.87287 -10.25 23 N38 8.646 14.323892 33.75 24 N39 8.646 14.323892 -10.25 25 N40 12.076477 14.774914 33.75 26 N41 12.076477 14.774914 -10.25 27 N42 15.506954 15.225936 33.75 28 N43 15.506954 15.225936 -10.25 29 N44 22.367912 16.12798 33.75 30 N45 22.367912 16.12798 -10.25 31 N47A -22.367107 10.246445 10 32 N48A -18.936631 10.697467 10 33 N49A -15.506153 11.148489 10 34 N50A -12.075675 11.599511 10 35 N51A -8.645916 12.056 10 36 N52 -5.213998 12.501649 10 37 N53 -1.784241 12.952577 10 38 N54 1.785046 13.421848 10 39 N55 5.215523 13.87287 10 40 N56 8.646 14.323892 10 41 N57 12.076477 14.774914 10 42 N58 15.506954 15.225936 10 43 N77 18.937431 15.676957 33.75 44 N78 18.937431 15.676957 -10.25 45 N79 -18.936631 10.697467 33.75 46 N80 -18.936629 10.697467 -10.25 47 N71 18.937431 15.676957 10 48 N75 22.367912 16.12798 10 49 N73 1.785046 13.421848 0 50 N76 5.215524 13.87287 0 51 N81 8.646001 14.323892 0 52 N82 12.076479 14.774914 0 53 N83 15.506957 15.225936 0 54 N84 18.937435 15.676958 0 55 N85 -15.506153 11.148489 0 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 2 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 56 N86 -12.075675 11.599511 0 57 N87 -5.213998 12.501649 0 58 N88 -1.784241 12.952577 0 59 N89 -8.645197 12.050533 0 60 N90 -18.936631 10.697467 0 61 N92 12.076478 14.774914 40.75 62 N93 0 0 61.5 63 N94 -1.784241 12.952577 64.5 64 N95 -15.506153 11.148489 64.5 65 N96 0.000403 13.187212 61.5 66 N97 22.367912 16.12798 64.5 67 N98 -8.645197 12.050533 64.5 68 N99 -12.075675 11.599511 64.5 69 N100 -22.367107 10.246445 64.5 70 N101 -18.936631 10.697467 64.5 71 N106 -1.784241 12.952577 40.75 72 N107 -18.936631 10.697467 40.75 73 N108 -22.367107 10.246445 40.75 74 N109 22.367912 16.12798 40.75 75 N110 -5.213998 12.501649 64.5 76 N111 1.785046 13.421848 64.5 77 N112 5.215523 13.87287 64.5 78 N113 8.646 14.323892 64.5 79 N114 12.076477 14.774914 64.5 80 N115 15.506954 15.225936 64.5 81 N116 18.937431 15.676957 64.5 82 N118 -15.506153 11.148489 40.75 83 N119 -12.075675 11.599511 40.75 84 N120 -8.645197 12.050533 40.75 85 N121 -5.213998 12.501649 40.75 86 N122 1.785046 13.421848 40.75 87 N123 5.215523 13.87287 40.75 88 N124 8.646 14.323892 40.75 89 N125 15.506955 15.225936 40.75 90 N134 18.937433 15.676957 40.75 91 N135 18.937431 15.676957 102.5 92 N136 -1.784241 12.952577 102.5 93 N137 -15.506153 11.148489 102.5 94 N138 0.000403 13.187212 92.25 95 N139 22.367912 16.12798 102.5 96 N140 -8.645197 12.050533 102.5 97 N141 -12.075675 11.599511 102.5 98 N142 -22.367107 10.246445 102.5 99 N143 -18.936631 10.697467 102.5 100 N144 -18.936631 10.697467 81.5 101 N145 -22.367107 10.246445 81.5 102 N146 22.367912 16.12798 81.5 103 N147 -18.936631 10.697467 71.5 104 N148 -22.367107 10.246445 71.5 105 N149 22.367912 16.12798 71.5 106 N150 -5.213998 12.501649 102.5 107 N151 1.785046 13.421848 102.5 108 N152 -15.506153 11.148489 71.5 109 N153 -12.075675 11.599511 71.5 110 N154 -5.213998 12.501649 71.5 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 3 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 111 N155 1.785046 13.421848 71.5 112 N156 -15.506153 11.148489 81.5 113 N157 -12.075675 11.599511 81.5 114 N158 -5.213998 12.501649 81.5 115 N159 1.785046 13.421848 81.5 116 N160 -8.645197 12.050533 81.5 117 N161 -8.645197 12.050533 71.5 118 N162 15.506954 15.225936 102.5 119 N163 12.076477 14.774914 102.5 120 N164 8.646 14.323892 102.5 121 N165 5.215523 13.87287 102.5 122 N166 12.076478 14.774914 71.5 123 N167 8.646001 14.323892 81.5 124 N168 18.937433 15.676957 71.5 125 N169 15.506955 15.225936 81.5 126 N170 12.076478 14.774914 81.5 127 N171 5.215523 13.87287 81.5 128 N172 15.506955 15.225936 71.5 129 N173 8.646001 14.323892 71.5 130 N174 5.215523 13.87287 71.5 131 N175 18.937433 15.676957 81.5 132 N176 -1.784241 12.952577 81.5 133 N177 -1.784241 12.952577 71.5 134 N178 0 0 92.25 135 N223 -22.367107 10.246445 30.75 136 N224 22.367912 16.12798 30.75 137 N225 22.367912 16.12798 61.5 138 N226 -22.367107 10.246445 61.5 139 N243 -22.367107 10.246445 92.25 140 N244 22.367912 16.12798 92.25 141 N291 1.785046 13.421848 30.75 142 N292 5.215523 13.87287 30.75 143 N293 8.646 14.323892 30.75 144 N294 12.076477 14.774914 30.75 145 N295 15.506954 15.225936 30.75 146 N296 18.937431 15.676957 30.75 147 N297 -15.506153 11.148489 30.75 148 N298 -12.075675 11.599511 30.75 149 N299 -5.213998 12.501649 30.75 150 N300 -1.784241 12.952577 30.75 151 N301 -8.645197 12.050533 30.75 152 N302 -18.936631 10.697467 30.75 153 N303 -15.506153 11.148489 61.5 154 N304 1.785046 13.421848 61.5 155 N305 -1.784241 12.952577 61.5 156 N306 -8.645197 12.050533 61.5 157 N307 -12.075675 11.599511 61.5 158 N308 5.215523 13.87287 61.5 159 N309 8.646 14.323892 61.5 160 N310 12.076477 14.774914 61.5 161 N311 15.506954 15.225936 61.5 162 N312 18.937431 15.676957 61.5 163 N313 -18.936631 10.697467 61.5 164 N314 -5.213998 12.501649 61.5 165 N315 -15.506153 11.148489 92.25 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 4 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 166 N316 -1.784241 12.952577 92.25 167 N317 -8.645197 12.050533 92.25 168 N318 -12.075675 11.599511 92.25 169 N319 -18.936631 10.697467 92.25 170 N320 -5.213998 12.501649 92.25 171 N321 8.646 14.323892 92.25 172 N322 12.076477 14.774914 92.25 173 N323 18.937431 15.676957 92.25 174 N324 5.215523 13.87287 92.25 175 N325 1.785046 13.421848 92.25 176 N326 15.506954 15.225936 92.25 177 N511 -15.506153 11.148489 20 178 N512 1.785046 13.421848 20 179 N513 -5.213998 12.501649 20 180 N514 -1.784241 12.952577 50.75 181 N515 18.937431 15.676957 20 182 N516 -12.075675 11.599511 20 183 N517 -22.367107 10.246445 20 184 N518 8.646 14.323892 20 185 N519 -18.936631 10.697467 20 186 N520 -8.645916 12.056 20 187 N521 -1.784241 12.952577 20 188 N522 12.076478 14.774914 50.75 189 N523 -18.936631 10.697467 50.75 190 N524 -22.367107 10.246445 50.75 191 N525 22.367912 16.12798 50.75 192 N526 -12.075675 11.599511 50.75 193 N527 -8.645197 12.050533 50.75 194 N528 1.785046 13.421848 50.75 195 N529 5.215523 13.87287 50.75 196 N530 5.215523 13.87287 20 197 N531 22.367912 16.12798 20 198 N532 12.076477 14.774914 20 199 N533 15.506954 15.225936 20 200 N534 -5.213998 12.501649 50.75 201 N535 15.506955 15.225936 50.75 202 N536 -15.506153 11.148489 50.75 203 N537 8.646 14.323892 50.75 204 N538 18.937433 15.676957 50.75 Node Boundary Conditions Node Label X [k/in]Y [k/in]Z [k/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N5 Reaction Reaction Reaction Reaction Reaction Reaction 3 N93 Reaction Reaction Reaction Reaction Reaction Reaction 4 N178 Reaction Reaction Reaction Reaction Reaction Reaction Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 5 Hot Rolled Steel Properties (Continued) Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 8 A529 Gr 55 29000 11154 0.3 0.65 0.49 55 1.5 70 1.2 9 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 10 HR10 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 11 A500 Gr.C Rect 29000 11154 0.3 0.65 0.527 50 1.4 61.6 1.3 12 rod bracing 29000 11154 0.3 0.65 0 36 1.5 58 1.2 Cold Formed Steel Properties Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Fu [ksi] 1 A653 SS Gr33 29500 11346 0.3 0.65 0.49 33 45 2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 3 A653 SS Gr55 29500 11346 0.3 0.65 0.49 55 70 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 HR1A W10X33 Beam None A992 Typical 9.71 36.6 171 0.583 2 Column W16X67 Column Wide Flange A572 Gr.50 Typical 19.6 119 954 2.39 3 beam W18 to 8 Beam Wide Flange A572 Gr.50 Typical 11.813 62.522 689.476 0.439 4 rod bracing 1/2" diameter VBrace BAR rod bracing Typical 0.196 0.003 0.003 0.006 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 CF1A 8CU1.25X057 Beam None A653 SS Gr33 Typical 0.581 0.057 4.41 0.00063 2 purlins 1000S350-68 Beam CS A653 SS Gr50/1 Typical 1.317 2.185 20.204 0.002 3 blocking 800S250-54 VBrace CS A653 SS Gr33 Typical 0.783 0.614 7.47 0.000836 Hot Rolled Steel Design Parameters Label Shape Length [ft] Lb y-y [ft] Lcomp top [ft] Lcomp bot [ft] L-Torque [ft] K y-y K z-z Function 1 C1 Column 13.187 2.1 2.1 Lateral 2 B1 beam 22.56 3.25 Lbyy 6.5 6.5 Gravity 3 B5 beam 22.56 3.25 Lbyy 6.5 6.5 Gravity 4 C2 Column 13.187 2.1 2.1 Lateral 5 B2 beam 22.56 3.25 Lbyy 6.5 6.5 Gravity 6 B6 beam 22.56 3.25 Lbyy 6.5 6.5 Gravity 7 C3 Column 13.187 2.1 2.1 Lateral 8 B7 beam 22.56 3.25 Lbyy 6.5 6.5 Gravity 9 B3 beam 22.56 3.25 Lbyy 6.5 6.5 Gravity 10 B8 beam 22.56 3.25 Lbyy 6.5 6.5 Gravity 11 B9 beam 22.56 3.25 Lbyy 6.5 6.5 Gravity 12 C4 Column 13.187 2.1 2.1 Lateral 13 M98 rod bracing 38.138 Lbyy Lateral 14 M99 rod bracing 38.138 Lbyy Lateral 15 M100 rod bracing 38.138 Lbyy Lateral 16 M101 rod bracing 38.138 Lbyy Lateral 17 M102 rod bracing 38.138 Lbyy Lateral 18 M103 rod bracing 38.138 Lbyy Lateral 19 M104 rod bracing 38.138 Lbyy Lateral 20 M105 rod bracing 38.138 Lbyy Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 6 Cold Formed Steel Design Parameters Label Shape Length [ft] Lb y-y [ft]Lcomp top [ft]Lcomp bot [ft] L-Torque [ft] Function 1 P21 purlins 44 3.25 Lbyy 10 10 Gravity 2 P2 purlins 44 3.25 Lbyy 10 10 Gravity 3 P22 purlins 44 3.25 Lbyy 10 10 Gravity 4 P23 purlins 44 3.25 Lbyy 10 10 Gravity 5 P24 purlins 44 3.25 Lbyy 10 10 Gravity 6 P25 purlins 44 3.25 Lbyy 10 10 Gravity 7 P26 purlins 44 3.25 Lbyy 10 10 Gravity 8 P27 purlins 44 3.25 Lbyy 10 10 Gravity 9 P28 purlins 44 3.25 Lbyy 10 10 Gravity 10 P29 purlins 44 3.25 Lbyy 10 10 Gravity 11 P30 purlins 44 3.25 Lbyy 10 10 Gravity 12 M52 blocking 3.46 Lateral 13 M53 blocking 3.46 Lateral 14 M54 blocking 3.461 Lateral 15 M55 blocking 3.6 Lateral 16 M56 blocking 3.46 Lateral 17 M57 blocking 3.46 Lateral 18 P31 purlins 44 3.25 Lbyy 10 10 Gravity 19 P32 purlins 44 3.25 Lbyy 10 10 Gravity 20 P33 purlins 44 3.25 Lbyy 10 10 Gravity 21 M42 blocking 3.46 Lateral 22 M36 blocking 3.46 Lateral 23 P34 purlins 30.75 3.25 Lbyy 10 10 Gravity 24 M44 blocking 3.46 Lateral 25 P9 purlins 30.75 3.25 Lbyy 10 10 Gravity 26 P35 purlins 30.75 3.25 Lbyy 10 10 Gravity 27 P36 purlins 30.75 3.25 Lbyy 10 10 Gravity 28 P37 purlins 30.75 3.25 Lbyy 10 10 Gravity 29 P38 purlins 30.75 3.25 Lbyy 10 10 Gravity 30 P39 purlins 30.75 3.25 Lbyy 10 10 Gravity 31 P40 purlins 30.75 3.25 Lbyy 10 10 Gravity 32 M70 blocking 3.6 Lateral 33 M71 blocking 3.46 Lateral 34 M72 blocking 3.46 Lateral 35 P10 purlins 30.75 3.25 Lbyy 10 10 Gravity 36 P41 purlins 30.75 3.25 Lbyy 10 10 Gravity 37 P42 purlins 30.75 3.25 Lbyy 10 10 Gravity 38 P43 purlins 30.75 3.25 Lbyy 10 10 Gravity 39 P4 purlins 30.75 3.25 Lbyy 10 10 Gravity 40 P7 purlins 30.75 3.25 Lbyy 10 10 Gravity 41 M79 blocking 3.461 Lateral 42 M80 blocking 3.46 Lateral 43 M84 blocking 3.46 Lateral 44 M85 blocking 3.46 Lateral 45 M86 blocking 3.46 Lateral 46 M87 blocking 3.46 Lateral 47 M88 blocking 3.46 Lateral 48 M89 blocking 3.461 Lateral 49 M90 blocking 3.6 Lateral 50 M91 blocking 3.46 Lateral 51 M92 blocking 3.461 Lateral 52 M93 blocking 3.6 Lateral 53 M94 blocking 3.46 Lateral 54 M95 blocking 3.46 Lateral 55 M96 blocking 3.46 Lateral 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 7 Cold Formed Steel Design Parameters (Continued) Label Shape Length [ft] Lb y-y [ft]Lcomp top [ft]Lcomp bot [ft] L-Torque [ft] Function 56 M97 blocking 3.46 Lateral 57 P44 purlins 38 3.25 Lbyy 10 10 Gravity 58 P45 purlins 38 3.25 Lbyy 10 10 Gravity 59 P46 purlins 38 3.25 Lbyy 10 10 Gravity 60 P47 purlins 38 3.25 Lbyy 10 10 Gravity 61 P13 purlins 38 3.25 Lbyy 10 10 Gravity 62 P12 purlins 38 3.25 Lbyy 10 10 Gravity 63 P1 purlins 38 3.25 Lbyy 10 10 Gravity 64 P15 purlins 38 3.25 Lbyy 10 10 Gravity 65 P17 purlins 38 3.25 Lbyy 10 10 Gravity 66 P48 purlins 38 3.25 Lbyy 10 10 Gravity 67 P14 purlins 38 3.25 Lbyy 10 10 Gravity 68 P49 purlins 38 3.25 Lbyy 10 10 Gravity 69 P5 purlins 38 3.25 Lbyy 10 10 Gravity 70 P50 purlins 38 3.25 Lbyy 10 10 Gravity 71 M255 blocking 3.46 Lateral 72 M256 blocking 3.46 Lateral 73 M257 blocking 3.6 Lateral 74 M258 blocking 3.46 Lateral 75 M259 blocking 3.46 Lateral 76 M260 blocking 3.46 Lateral 77 M261 blocking 3.46 Lateral 78 M262 blocking 3.461 Lateral 79 M263 blocking 3.46 Lateral 80 M264 blocking 3.46 Lateral 81 M265 blocking 3.6 Lateral 82 M266 blocking 3.461 Lateral 83 M267 blocking 3.46 Lateral 84 M268 blocking 3.46 Lateral Member Distributed Loads (BLC 1 : Solar panels) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P21 Y -8.1 -8.1 0 %100 2 P2 Y -8.1 -8.1 0 %100 3 P22 Y -8.1 -8.1 0 %100 4 P23 Y -8.1 -8.1 0 %100 5 P24 Y -8.1 -8.1 0 %100 6 P25 Y -8.1 -8.1 0 %100 7 P26 Y -8.1 -8.1 0 %100 8 P27 Y -8.1 -8.1 0 %100 9 P28 Y -8.1 -8.1 0 %100 10 P29 Y -8.1 -8.1 0 %100 11 P30 Y -8.1 -8.1 0 %100 12 P31 Y -8.1 -8.1 0 %100 13 P32 Y -8.1 -8.1 0 %100 14 P33 Y -8.1 -8.1 0 %100 15 P34 Y -8.1 -8.1 0 %100 16 P9 Y -8.1 -8.1 0 %100 17 P35 Y -8.1 -8.1 0 %100 18 P36 Y -8.1 -8.1 0 %100 19 P37 Y -8.1 -8.1 0 %100 20 P38 Y -8.1 -8.1 0 %100 21 P39 Y -8.1 -8.1 0 %100 22 P40 Y -8.1 -8.1 0 %100 23 P10 Y -8.1 -8.1 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 8 Member Distributed Loads (BLC 1 : Solar panels) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 24 P41 Y -8.1 -8.1 0 %100 25 P42 Y -8.1 -8.1 0 %100 26 P43 Y -8.1 -8.1 0 %100 27 P4 Y -8.1 -8.1 0 %100 28 P7 Y -8.1 -8.1 0 %100 29 P44 Y -8.1 -8.1 0 %100 30 P45 Y -8.1 -8.1 0 %100 31 P46 Y -8.1 -8.1 0 %100 32 P47 Y -8.1 -8.1 0 %100 33 P13 Y -8.1 -8.1 0 %100 34 P12 Y -8.1 -8.1 0 %100 35 P1 Y -8.1 -8.1 0 %100 36 P15 Y -8.1 -8.1 0 %100 37 P17 Y -8.1 -8.1 0 %100 38 P48 Y -8.1 -8.1 0 %100 39 P14 Y -8.1 -8.1 0 %100 40 P49 Y -8.1 -8.1 0 %100 41 P5 Y -8.1 -8.1 0 %100 42 P50 Y -8.1 -8.1 0 %100 Member Distributed Loads (BLC 3 : Wind A, unobstructed) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P21 y -58.1 -58.1 0 %100 2 P2 y -58.1 -58.1 0 %100 3 P22 y -58.1 -58.1 0 %100 4 P31 y -58.1 -58.1 0 %100 5 P23 y -58.1 -58.1 0 %100 6 P24 y -58.1 -58.1 0 %100 7 P25 y -14.5 -14.5 0 %100 8 P26 y -14.5 -14.5 0 %100 9 P27 y -14.5 -14.5 0 %100 10 P28 y -14.5 -14.5 0 %100 11 P29 y -14.5 -14.5 0 %100 12 P30 y -14.5 -14.5 0 %100 13 P32 y -14.5 -14.5 0 %100 14 P33 y -58.1 -58.1 0 %100 15 P34 y -58.1 -58.1 0 %100 16 P9 y -14.5 -14.5 0 %100 17 P35 y -14.5 -14.5 0 %100 18 P36 y -58.1 -58.1 0 %100 19 P37 y -58.1 -58.1 0 %100 20 P38 y -58.1 -58.1 0 %100 21 P39 y -58.1 -58.1 0 %100 22 P40 y -58.1 -58.1 0 %100 23 P10 y -58.1 -58.1 0 %100 24 P41 y -14.5 -14.5 0 %100 25 P42 y -14.5 -14.5 0 %100 26 P43 y -14.5 -14.5 0 %100 27 P4 y -14.5 -14.5 0 %100 28 P7 y -14.5 -14.5 0 %100 29 P44 y -58.1 -58.1 0 %100 30 P45 y -58.1 -58.1 0 %100 31 P46 y -58.1 -58.1 0 %100 32 P47 y -58.1 -58.1 0 %100 33 P13 y -58.1 -58.1 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 9 Member Distributed Loads (BLC 3 : Wind A, unobstructed) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 34 P12 y -58.1 -58.1 0 %100 35 P1 y -58.1 -58.1 0 %100 36 P15 y -14.5 -14.5 0 %100 37 P17 y -14.5 -14.5 0 %100 38 P48 y -14.5 -14.5 0 %100 39 P14 y -14.5 -14.5 0 %100 40 P49 y -14.5 -14.5 0 %100 41 P5 y -14.5 -14.5 0 %100 42 P50 y -14.5 -14.5 0 %100 43 P13 X 25 25 0 %100 44 P39 X 25 25 0 %100 45 P21 X 25 25 0 %100 46 C1 X 25 25 0 %100 47 C2 X 25 25 0 %100 48 C3 X 25 25 0 %100 49 C4 X 25 25 0 %100 50 P49 X 16.7 16.7 0 %100 51 P35 X 16.7 16.7 0 %100 52 P30 X 16.7 16.7 0 %100 Member Distributed Loads (BLC 4 : Live load) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P21 Y -41.4 -41.4 0 %100 2 P2 Y -41.4 -41.4 0 %100 3 P22 Y -41.4 -41.4 0 %100 4 P31 Y -41.4 -41.4 0 %100 5 P23 Y -41.4 -41.4 0 %100 6 P24 Y -41.4 -41.4 0 %100 7 P25 Y -41.4 -41.4 0 %100 8 P26 Y -41.4 -41.4 0 %100 9 P27 Y -41.4 -41.4 0 %100 10 P28 Y -41.4 -41.4 0 %100 11 P29 Y -41.4 -41.4 0 %100 12 P30 Y -41.4 -41.4 0 %100 13 P32 Y -41.4 -41.4 0 %100 14 P33 Y -41.4 -41.4 0 %100 15 P34 Y -41.4 -41.4 0 %100 16 P9 Y -41.4 -41.4 0 %100 17 P35 Y -41.4 -41.4 0 %100 18 P36 Y -41.4 -41.4 0 %100 19 P37 Y -41.4 -41.4 0 %100 20 P38 Y -41.4 -41.4 0 %100 21 P39 Y -41.4 -41.4 0 %100 22 P40 Y -41.4 -41.4 0 %100 23 P10 Y -41.4 -41.4 0 %100 24 P41 Y -41.4 -41.4 0 %100 25 P42 Y -41.4 -41.4 0 %100 26 P43 Y -41.4 -41.4 0 %100 27 P4 Y -41.4 -41.4 0 %100 28 P7 Y -41.4 -41.4 0 %100 29 P44 Y -41.4 -41.4 0 %100 30 P45 Y -41.4 -41.4 0 %100 31 P46 Y -41.4 -41.4 0 %100 32 P47 Y -41.4 -41.4 0 %100 33 P13 Y -41.4 -41.4 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 10 Member Distributed Loads (BLC 4 : Live load) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 34 P12 Y -41.4 -41.4 0 %100 35 P1 Y -41.4 -41.4 0 %100 36 P15 Y -41.4 -41.4 0 %100 37 P17 Y -41.4 -41.4 0 %100 38 P48 Y -41.4 -41.4 0 %100 39 P14 Y -41.4 -41.4 0 %100 40 P49 Y -41.4 -41.4 0 %100 41 P5 Y -41.4 -41.4 0 %100 42 P50 Y -41.4 -41.4 0 %100 Member Distributed Loads (BLC 5 : Wind B, unobstructed) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P21 y 53.3 53.3 0 %100 2 P2 y 53.3 53.3 0 %100 3 P22 y 53.3 53.3 0 %100 4 P31 y 53.3 53.3 0 %100 5 P23 y 53.3 53.3 0 %100 6 P24 y 53.3 53.3 0 %100 7 P25 y 4.8 4.8 0 %100 8 P26 y 4.8 4.8 0 %100 9 P27 y 4.8 4.8 0 %100 10 P28 y 4.8 4.8 0 %100 11 P29 y 4.8 4.8 0 %100 12 P30 y 4.8 4.8 0 %100 13 P32 y 4.8 4.8 0 %100 14 P33 y 53.3 53.3 0 %100 15 P34 y 53.3 53.3 0 %100 16 P9 y 4.8 4.8 0 %100 17 P35 y 4.8 4.8 0 %100 18 P36 y 53.3 53.3 0 %100 19 P37 y 53.3 53.3 0 %100 20 P38 y 53.3 53.3 0 %100 21 P39 y 53.3 53.3 0 %100 22 P40 y 53.3 53.3 0 %100 23 P10 y 53.3 53.3 0 %100 24 P41 y 4.8 4.8 0 %100 25 P42 y 4.8 4.8 0 %100 26 P43 y 4.8 4.8 0 %100 27 P4 y 4.8 4.8 0 %100 28 P7 y 4.8 4.8 0 %100 29 P44 y 53.3 53.3 0 %100 30 P45 y 53.3 53.3 0 %100 31 P46 y 53.3 53.3 0 %100 32 P47 y 53.3 53.3 0 %100 33 P13 y 53.3 53.3 0 %100 34 P12 y 53.3 53.3 0 %100 35 P1 y 53.3 53.3 0 %100 36 P15 y 4.8 4.8 0 %100 37 P17 y 4.8 4.8 0 %100 38 P48 y 4.8 4.8 0 %100 39 P14 y 4.8 4.8 0 %100 40 P49 y 4.8 4.8 0 %100 41 P5 y 4.8 4.8 0 %100 42 P50 y 4.8 4.8 0 %100 43 P49 X -25 -25 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 11 Member Distributed Loads (BLC 5 : Wind B, unobstructed) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 44 P35 X -25 -25 0 %100 45 P30 X -25 -25 0 %100 46 C1 X -25 -25 0 %100 47 C2 X -25 -25 0 %100 48 C3 X -25 -25 0 %100 49 C4 X -25 -25 0 %100 50 P13 X -16.7 -16.7 0 %100 51 P39 X -16.7 -16.7 0 %100 52 P21 X -16.7 -16.7 0 %100 Member Distributed Loads (BLC 6 : Wind A, obstructed) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P24 y 24.2 24.2 0 %100 2 P23 y 24.2 24.2 0 %100 3 P31 y 24.2 24.2 0 %100 4 P22 y 24.2 24.2 0 %100 5 P2 y 24.2 24.2 0 %100 6 P21 y 24.2 24.2 0 %100 7 P30 y 58.1 58.1 0 %100 8 P29 y 58.1 58.1 0 %100 9 P28 y 58.1 58.1 0 %100 10 P27 y 58.1 58.1 0 %100 11 P26 y 58.1 58.1 0 %100 12 P25 y 58.1 58.1 0 %100 13 P32 y 58.1 58.1 0 %100 14 P33 y 24.2 24.2 0 %100 15 P34 y 24.2 24.2 0 %100 16 P9 y 58.1 58.1 0 %100 17 P35 y 58.1 58.1 0 %100 18 P36 y 24.2 24.2 0 %100 19 P37 y 24.2 24.2 0 %100 20 P38 y 24.2 24.2 0 %100 21 P39 y 24.2 24.2 0 %100 22 P40 y 24.2 24.2 0 %100 23 P10 y 24.2 24.2 0 %100 24 P41 y 58.1 58.1 0 %100 25 P42 y 58.1 58.1 0 %100 26 P43 y 58.1 58.1 0 %100 27 P4 y 58.1 58.1 0 %100 28 P7 y 58.1 58.1 0 %100 29 P44 y 24.2 24.2 0 %100 30 P45 y 24.2 24.2 0 %100 31 P46 y 24.2 24.2 0 %100 32 P47 y 24.2 24.2 0 %100 33 P13 y 24.2 24.2 0 %100 34 P12 y 24.2 24.2 0 %100 35 P1 y 24.2 24.2 0 %100 36 P15 y 58.1 58.1 0 %100 37 P17 y 58.1 58.1 0 %100 38 P48 y 58.1 58.1 0 %100 39 P14 y 58.1 58.1 0 %100 40 P49 y 58.1 58.1 0 %100 41 P5 y 58.1 58.1 0 %100 42 P50 y 58.1 58.1 0 %100 43 P30 X -25 -25 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 12 Member Distributed Loads (BLC 6 : Wind A, obstructed) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 44 P35 X -25 -25 0 %100 45 P49 X -25 -25 0 %100 46 C1 X -25 -25 0 %100 47 C2 X -25 -25 0 %100 48 C3 X -25 -25 0 %100 49 C4 X -25 -25 0 %100 50 P21 X -16.7 -16.7 0 %100 51 P39 X -16.7 -16.7 0 %100 52 P13 X -16.7 -16.7 0 %100 Member Distributed Loads (BLC 7 : Wind B, obstructed) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P24 y 53.3 53.3 0 %100 2 P23 y 53.3 53.3 0 %100 3 P31 y 53.3 53.3 0 %100 4 P22 y 53.3 53.3 0 %100 5 P2 y 53.3 53.3 0 %100 6 P21 y 53.3 53.3 0 %100 7 P30 y 29.1 29.1 0 %100 8 P29 y 29.1 29.1 0 %100 9 P28 y 29.1 29.1 0 %100 10 P27 y 29.1 29.1 0 %100 11 P26 y 29.1 29.1 0 %100 12 P25 y 29.1 29.1 0 %100 13 P32 y 29.1 29.1 0 %100 14 P33 y 53.3 53.3 0 %100 15 P34 y 53.3 53.3 0 %100 16 P9 y 29.1 29.1 0 %100 17 P35 y 29.1 29.1 0 %100 18 P36 y 53.3 53.3 0 %100 19 P37 y 53.3 53.3 0 %100 20 P38 y 53.3 53.3 0 %100 21 P39 y 53.3 53.3 0 %100 22 P40 y 53.3 53.3 0 %100 23 P10 y 53.3 53.3 0 %100 24 P41 y 29.1 29.1 0 %100 25 P42 y 29.1 29.1 0 %100 26 P43 y 29.1 29.1 0 %100 27 P4 y 29.1 29.1 0 %100 28 P7 y 29.1 29.1 0 %100 29 P44 y 53.3 53.3 0 %100 30 P45 y 53.3 53.3 0 %100 31 P46 y 53.3 53.3 0 %100 32 P47 y 53.3 53.3 0 %100 33 P13 y 53.3 53.3 0 %100 34 P12 y 53.3 53.3 0 %100 35 P1 y 53.3 53.3 0 %100 36 P15 y 29.1 29.1 0 %100 37 P17 y 29.1 29.1 0 %100 38 P48 y 29.1 29.1 0 %100 39 P14 y 29.1 29.1 0 %100 40 P49 y 29.1 29.1 0 %100 41 P5 y 29.1 29.1 0 %100 42 P50 y 29.1 29.1 0 %100 43 P30 X -25 -25 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 13 Member Distributed Loads (BLC 7 : Wind B, obstructed) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 44 P35 X -25 -25 0 %100 45 P49 X -25 -25 0 %100 46 C1 X -25 -25 0 %100 47 C2 X -25 -25 0 %100 48 C3 X -25 -25 0 %100 49 C4 X -25 -25 0 %100 50 P13 X -16.7 -16.7 0 %100 51 P39 X -16.7 -16.7 0 %100 52 P21 X -16.7 -16.7 0 %100 Member Distributed Loads (BLC 8 : ELX) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P13 X 11.2 11.2 0 %100 2 P29 X 11.2 11.2 0 %100 3 P4 X 11.2 11.2 0 %100 4 P1 X 11.2 11.2 0 %100 5 P49 X 11.2 11.2 0 %100 6 P31 X 11.2 11.2 0 %100 7 P34 X 11.2 11.2 0 %100 8 P12 X 11.2 11.2 0 %100 9 P32 X 11.2 11.2 0 %100 10 P43 X 11.2 11.2 0 %100 11 P26 X 11.2 11.2 0 %100 12 P47 X 11.2 11.2 0 %100 13 P23 X 11.2 11.2 0 %100 14 P38 X 11.2 11.2 0 %100 15 P50 X 11.2 11.2 0 %100 16 P27 X 11.2 11.2 0 %100 17 P30 X 11.2 11.2 0 %100 18 P40 X 11.2 11.2 0 %100 19 P5 X 11.2 11.2 0 %100 20 P2 X 11.2 11.2 0 %100 21 P36 X 11.2 11.2 0 %100 22 P17 X 11.2 11.2 0 %100 23 P45 X 11.2 11.2 0 %100 24 P7 X 11.2 11.2 0 %100 25 P35 X 11.2 11.2 0 %100 26 P48 X 11.2 11.2 0 %100 27 P22 X 11.2 11.2 0 %100 28 P39 X 11.2 11.2 0 %100 29 P15 X 11.2 11.2 0 %100 30 P33 X 11.2 11.2 0 %100 31 P24 X 11.2 11.2 0 %100 32 P9 X 11.2 11.2 0 %100 33 P44 X 11.2 11.2 0 %100 34 P21 X 11.2 11.2 0 %100 35 P42 X 11.2 11.2 0 %100 36 P14 X 11.2 11.2 0 %100 37 P28 X 11.2 11.2 0 %100 38 P41 X 11.2 11.2 0 %100 39 P10 X 11.2 11.2 0 %100 40 P46 X 11.2 11.2 0 %100 41 P25 X 11.2 11.2 0 %100 42 P37 X 11.2 11.2 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 14 Member Distributed Loads (BLC 9 : ELZ) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P46 Z 8.64 8.64 0 %100 2 P2 Z 8.64 8.64 0 %100 3 P39 Z 8.64 8.64 0 %100 4 P33 Z 8.64 8.64 0 %100 5 P43 Z 8.64 8.64 0 %100 6 P40 Z 8.64 8.64 0 %100 7 P50 Z 8.64 8.64 0 %100 8 P48 Z 8.64 8.64 0 %100 9 P23 Z 8.64 8.64 0 %100 10 P38 Z 8.64 8.64 0 %100 11 P32 Z 8.64 8.64 0 %100 12 P4 Z 8.64 8.64 0 %100 13 P1 Z 8.64 8.64 0 %100 14 P13 Z 8.64 8.64 0 %100 15 P5 Z 8.64 8.64 0 %100 16 P31 Z 8.64 8.64 0 %100 17 P42 Z 8.64 8.64 0 %100 18 P29 Z 8.64 8.64 0 %100 19 P30 Z 8.64 8.64 0 %100 20 P9 Z 8.64 8.64 0 %100 21 P15 Z 8.64 8.64 0 %100 22 P44 Z 8.64 8.64 0 %100 23 P21 Z 8.64 8.64 0 %100 24 P36 Z 8.64 8.64 0 %100 25 P45 Z 8.64 8.64 0 %100 26 P24 Z 8.64 8.64 0 %100 27 P10 Z 8.64 8.64 0 %100 28 P17 Z 8.64 8.64 0 %100 29 P47 Z 8.64 8.64 0 %100 30 P25 Z 8.64 8.64 0 %100 31 P34 Z 8.64 8.64 0 %100 32 P28 Z 8.64 8.64 0 %100 33 P7 Z 8.64 8.64 0 %100 34 P35 Z 8.64 8.64 0 %100 35 P12 Z 8.64 8.64 0 %100 36 P49 Z 8.64 8.64 0 %100 37 P22 Z 8.64 8.64 0 %100 38 P37 Z 8.64 8.64 0 %100 39 P27 Z 8.64 8.64 0 %100 40 P41 Z 8.64 8.64 0 %100 41 P26 Z 8.64 8.64 0 %100 42 P14 Z 8.64 8.64 0 %100 Member Distributed Loads (BLC 10 : Wind Z, upward) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 P46 y 58.1 58.1 0 %100 2 P47 y 58.1 58.1 0 %100 3 P13 y 58.1 58.1 0 %100 4 P45 y 58.1 58.1 0 %100 5 P44 y 58.1 58.1 0 %100 6 P12 y 58.1 58.1 0 %100 7 P1 y 58.1 58.1 0 %100 8 P15 y 58.1 58.1 0 %100 9 P17 y 58.1 58.1 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 15 Member Distributed Loads (BLC 10 : Wind Z, upward) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 10 P48 y 58.1 58.1 0 %100 11 P14 y 58.1 58.1 0 %100 12 P49 y 58.1 58.1 0 %100 13 P5 y 58.1 58.1 0 %100 14 P50 y 58.1 58.1 0 %100 15 P36 y 43.6 43.6 0 %100 16 P40 y 43.6 43.6 0 %100 17 P34 y 43.6 43.6 0 %100 18 P9 y 43.6 43.6 0 %100 19 P35 y 43.6 43.6 0 %100 20 P37 y 43.6 43.6 0 %100 21 P38 y 43.6 43.6 0 %100 22 P39 y 43.6 43.6 0 %100 23 P10 y 43.6 43.6 0 %100 24 P41 y 43.6 43.6 0 %100 25 P42 y 43.6 43.6 0 %100 26 P43 y 43.6 43.6 0 %100 27 P4 y 43.6 43.6 0 %100 28 P7 y 43.6 43.6 0 %100 29 P22 y 29.1 29.1 0 %100 30 P21 y 29.1 29.1 0 %100 31 P2 y 29.1 29.1 0 %100 32 P23 y 29.1 29.1 0 %100 33 P24 y 29.1 29.1 0 %100 34 P25 y 29.1 29.1 0 %100 35 P26 y 29.1 29.1 0 %100 36 P27 y 29.1 29.1 0 %100 37 P28 y 29.1 29.1 0 %100 38 P29 y 29.1 29.1 0 %100 39 P30 y 29.1 29.1 0 %100 40 P31 y 29.1 29.1 0 %100 41 P32 y 29.1 29.1 0 %100 42 P33 y 29.1 29.1 0 %100 43 C1 Z -25.1 -25.1 0 %100 44 B1 Z -25.1 -25.1 0 %100 45 B5 Z -25.1 -25.1 0 %100 46 C2 Z -25.1 -25.1 0 %100 47 B2 Z -25.1 -25.1 0 %100 48 B6 Z -25.1 -25.1 0 %100 49 C3 Z -25.1 -25.1 0 %100 50 B7 Z -25.1 -25.1 0 %100 51 B3 Z -25.1 -25.1 0 %100 52 B8 Z -25.1 -25.1 0 %100 53 B9 Z -25.1 -25.1 0 %100 54 C4 Z -25.1 -25.1 0 %100 Member Distributed Loads (BLC 11 : Wind Z, downward) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 1 C1 Z -25.1 -25.1 0 %100 2 B1 Z -25.1 -25.1 0 %100 3 B5 Z -25.1 -25.1 0 %100 4 C2 Z -25.1 -25.1 0 %100 5 B2 Z -25.1 -25.1 0 %100 6 B6 Z -25.1 -25.1 0 %100 7 C3 Z -25.1 -25.1 0 %100 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 16 Member Distributed Loads (BLC 11 : Wind Z, downward) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/ft] End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] 8 B7 Z -25.1 -25.1 0 %100 9 B3 Z -25.1 -25.1 0 %100 10 B8 Z -25.1 -25.1 0 %100 11 B9 Z -25.1 -25.1 0 %100 12 C4 Z -25.1 -25.1 0 %100 13 P50 y -38.7 -38.7 0 %100 14 P5 y -38.7 -38.7 0 %100 15 P49 y -38.7 -38.7 0 %100 16 P14 y -38.7 -38.7 0 %100 17 P48 y -38.7 -38.7 0 %100 18 P17 y -38.7 -38.7 0 %100 19 P15 y -38.7 -38.7 0 %100 20 P1 y -38.7 -38.7 0 %100 21 P12 y -38.7 -38.7 0 %100 22 P44 y -38.7 -38.7 0 %100 23 P45 y -38.7 -38.7 0 %100 24 P13 y -38.7 -38.7 0 %100 25 P47 y -38.7 -38.7 0 %100 26 P46 y -38.7 -38.7 0 %100 27 P7 y -24.2 -24.2 0 %100 28 P4 y -24.2 -24.2 0 %100 29 P43 y -24.2 -24.2 0 %100 30 P42 y -24.2 -24.2 0 %100 31 P41 y -24.2 -24.2 0 %100 32 P10 y -24.2 -24.2 0 %100 33 P39 y -24.2 -24.2 0 %100 34 P38 y -24.2 -24.2 0 %100 35 P37 y -24.2 -24.2 0 %100 36 P35 y -24.2 -24.2 0 %100 37 P9 y -24.2 -24.2 0 %100 38 P34 y -24.2 -24.2 0 %100 39 P40 y -24.2 -24.2 0 %100 40 P36 y -24.2 -24.2 0 %100 41 P22 y -14.5 -14.5 0 %100 42 P21 y -14.5 -14.5 0 %100 43 P2 y -14.5 -14.5 0 %100 44 P23 y -14.5 -14.5 0 %100 45 P24 y -14.5 -14.5 0 %100 46 P25 y -14.5 -14.5 0 %100 47 P26 y -14.5 -14.5 0 %100 48 P27 y -14.5 -14.5 0 %100 49 P28 y -14.5 -14.5 0 %100 50 P29 y -14.5 -14.5 0 %100 51 P30 y -14.5 -14.5 0 %100 52 P31 y -14.5 -14.5 0 %100 53 P32 y -14.5 -14.5 0 %100 54 P33 y -14.5 -14.5 0 %100 Member Point Loads No Data to Print... 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 17 Member Area Loads No Data to Print... Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Distributed 1 Solar panels DL 42 2 Self Weight DL -1 3 Wind A, unobstructed WL 52 4 Live load RLL 42 5 Wind B, unobstructed WL 52 6 Wind A, obstructed WL 52 7 Wind B, obstructed WL 52 8 ELX ELX 1.38 42 9 ELZ ELZ 1.067 42 10 Wind Z, upward WL 54 11 Wind Z, downward WL 54 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 Deflection 1 Yes C DL 1 2 ASCE ASD 1 Yes C DL 1 3 ASCE ASD 5 (unobs) Yes C DL 1 3 0.6 4 Yes C DL 1 5 0.6 5 Yes C DL 1 6 0.6 6 ASCE ASD 5 (obs) Yes C DL 1 7 0.6 7 ASCE ASD 7 (unobst) Yes C DL 0.6 3 0.6 8 Yes C DL 0.6 5 0.6 9 Yes C DL 0.6 6 0.6 10 Yes C DL 0.6 7 0.6 11 Yes C DL 1 10 0.6 12 Yes C DL 1 11 0.6 13 Yes C DL 0.6 10 0.6 14 ASCE ASD 7 (obs) Yes C DL 0.6 11 0.6 15 ASCE ASD 5 (b) (a) Yes C DL 1 Sds*DL 0.14 ELX 0.7 16 ASCE ASD 5 (b) (d) Yes C DL 1 Sds*DL 0.14 ELZ 0.7 17 ASCE ASD 6 (b) (a) Yes C DL 1 Sds*DL 0.105 ELX 0.525 4 0.75 18 ASCE ASD 6 (b) (d) Yes C DL 1 Sds*DL 0.105 ELZ 0.525 4 0.75 19 ASCE ASD 8 (a) Yes C DL 0.6 Sds*DL -0.14 ELX 0.7 20 ASCE ASD 8 (d) Yes C DL 0.6 Sds*DL -0.14 ELZ 0.7 21 D+L Yes C DL 1 4 1 22 DL only C DL 1 23 Lr Only C 4 1 24 Wind A, un, only C 3 1 25 Wind A, ob, only C 6 1 26 Wind B, un, only C 5 1 27 Wind B, ob, only C 7 1 28 ELX C 8 1 29 ELZ C 9 1 Envelope Beam Deflection Checks Beam Design Rule Span Defl [in] Ratio LC Defl [in] Ratio LC Defl [in] Ratio LC 1 B1 Typical 1 0.000918 NC 1(DL) 0.000918 NC 2(DL) -0.006 3454 3(DL+3) 2 2 0.006 7514 1(DL) 0.006 7514 2(DL) -0.004 9703 3(DL+3) 3 3 0.005 8763 1(DL) 0.005 8763 2(DL) 0.005 9125 3(DL+3) 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 18 Envelope Beam Deflection Checks (Continued) Beam Design Rule Span Defl [in]Ratio LC Defl [in]Ratio LC Defl [in]Ratio LC 4 4 0.006 6404 1(DL) 0.006 6404 2(DL) -0.0004286 NC 3(DL+3) 5 5 0.007 5563 1(DL) 0.007 5563 2(DL) 0.000695 NC 3(DL+3) 6 6 0.005 8287 1(DL) 0.005 8287 2(DL) 0.0006295 NC 3(DL+3) 7 7 0 NC 1(DL)0 NC 2(DL)0 NC 3(DL+3) 8 B5 Typical 1 0.0009781 NC 1(DL) 0.0009781 NC 2(DL) 0.011 2007 3(DL+3) 9 2 0.006 7462 1(DL) 0.006 7462 2(DL) 0.024 1757 3(DL+3) 10 3 0.005 8738 1(DL) 0.005 8738 2(DL) 0.018 2300 3(DL+3) 11 4 0.007 6347 1(DL) 0.007 6347 2(DL) 0.029 1432 3(DL+3) 12 5 0.008 5518 1(DL) 0.008 5518 2(DL) 0.033 1275 3(DL+3) 13 6 0.005 8219 1(DL) 0.005 8219 2(DL) 0.022 1888 3(DL+3) 14 7 0 NC 1(DL)0 NC 2(DL)0.011 3838 3(DL+3) 15 B2 Typical 1 0.0007548 NC 1(DL) 0.0007548 NC 2(DL) -0.007 3099 3(DL+3) 16 2 0.006 6481 1(DL) 0.006 6481 2(DL) -0.005 8833 3(DL+3) 17 3 0.005 7595 1(DL) 0.005 7595 2(DL) 0.005 7774 3(DL+3) 18 4 0.008 5505 1(DL) 0.008 5505 2(DL) 0.004 9228 3(DL+3) 19 5 0.009 4783 1(DL) 0.009 4783 2(DL) 0.004 9400 3(DL+3) 20 6 0.006 7118 1(DL) 0.006 7118 2(DL) 0.0008352 NC 3(DL+3) 21 7 0 NC 1(DL) 0 NC 2(DL) 0 NC 3(DL+3) 22 B6 Typical 1 0.0009984 NC 1(DL) 0.0009984 NC 2(DL) 0.012 1765 3(DL+3) 23 2 0.006 6624 1(DL) 0.006 6624 2(DL) 0.027 1525 3(DL+3) 24 3 0.005 7701 1(DL) 0.005 7701 2(DL) 0.021 1988 3(DL+3) 25 4 0.007 5635 1(DL) 0.007 5635 2(DL) 0.033 1243 3(DL+3) 26 5 0.008 4889 1(DL) 0.008 4889 2(DL) 0.038 1105 3(DL+3) 27 6 0.006 7274 1(DL) 0.006 7274 2(DL) 0.025 1637 3(DL+3) 28 7 0 NC 1(DL) 0 NC 2(DL) 0.012 3329 3(DL+3) 29 P21 Typical 1 0.053 1352 1(DL) 0.053 1352 2(DL) 0.204 353 3(DL+3) 30 2 0 NC 1(DL) 0 NC 2(DL) -0.047 2754 3(DL+3) 31 3 -0.033 3608 1(DL) -0.033 3608 2(DL) -0.129 930 3(DL+3) 32 4 -0.015 7913 1(DL) -0.015 7913 2(DL) -0.059 2026 3(DL+3) 33 5 0.131 1874 1(DL) 0.131 1874 2(DL) 0.489 503 3(DL+3) 34 P2 Typical 1 0.279 1182 1(DL) 0.279 1182 2(DL) 1.024 322 3(DL+3) 35 2 -0.033 3630 1(DL) -0.033 3630 2(DL) -0.122 983 3(DL+3) 36 3 0.298 1632 1(DL) 0.298 1632 2(DL) 1.066 455 3(DL+3) 37 P22 Typical 1 0.279 1182 1(DL) 0.279 1182 2(DL) 1.024 322 3(DL+3) 38 2 -0.033 3641 1(DL) -0.033 3641 2(DL) -0.122 987 3(DL+3) 39 3 0.298 1632 1(DL) 0.298 1632 2(DL) 1.067 455 3(DL+3) 40 P23 Typical 1 0.279 1183 1(DL) 0.279 1183 2(DL) 1.023 322 3(DL+3) 41 2 -0.033 3657 1(DL) -0.033 3657 2(DL) -0.121 994 3(DL+3) 42 3 0.297 1635 1(DL) 0.297 1635 2(DL) 1.065 456 3(DL+3) 43 P24 Typical 1 0.268 1230 1(DL) 0.268 1230 2(DL) 0.984 335 3(DL+3) 44 2 -0.032 3753 1(DL) -0.032 3753 2(DL) -0.117 1022 3(DL+3) 45 3 0.28 1734 1(DL) 0.28 1734 2(DL) 1.003 484 3(DL+3) 46 P25 Typical 1 0.268 1230 1(DL) 0.268 1230 2(DL) 0.447 738 3(DL+3) 47 2 -0.032 3751 1(DL) -0.032 3751 2(DL) -0.053 2254 3(DL+3) 48 3 0.28 1735 1(DL) 0.28 1735 2(DL) 0.461 1054 3(DL+3) 49 P26 Typical 1 0.279 1183 1(DL) 0.279 1183 2(DL) 0.465 710 3(DL+3) 50 2 -0.033 3651 1(DL) -0.033 3651 2(DL) -0.054 2202 3(DL+3) 51 3 0.297 1635 1(DL) 0.297 1635 2(DL) 0.489 994 3(DL+3) 52 P27 Typical 1 0.279 1182 1(DL) 0.279 1182 2(DL) 0.465 709 3(DL+3) 53 2 -0.033 3640 1(DL) -0.033 3640 2(DL) -0.054 2202 3(DL+3) 54 3 0.298 1632 1(DL) 0.298 1632 2(DL) 0.49 992 3(DL+3) 55 P28 Typical 1 0.279 1182 1(DL) 0.279 1182 2(DL) 0.465 709 3(DL+3) 56 2 -0.033 3628 1(DL) -0.033 3628 2(DL) -0.055 2200 3(DL+3) 57 3 0.298 1632 1(DL) 0.298 1632 2(DL) 0.49 992 3(DL+3) 58 P29 Typical 1 0.279 1182 1(DL) 0.279 1182 2(DL) 0.466 708 3(DL+3) 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 19 Envelope Beam Deflection Checks (Continued) Beam Design Rule Span Defl [in] Ratio LC Defl [in] Ratio LC Defl [in] Ratio LC 59 2 -0.033 3615 1(DL) -0.033 3615 2(DL) -0.055 2196 3(DL+3) 60 3 0.298 1632 1(DL) 0.298 1632 2(DL) 0.491 990 3(DL+3) 61 P30 Typical 1 0.053 1349 1(DL) 0.053 1349 2(DL) 0.094 766 3(DL+3) 62 2 0 NC 1(DL) 0 NC 2(DL) -0.021 6149 3(DL+3) 63 3 -0.034 3581 1(DL) -0.034 3581 2(DL) -0.058 2067 3(DL+3) 64 4 -0.016 7708 1(DL) -0.016 7708 2(DL) -0.025 4777 3(DL+3) 65 5 0.132 1869 1(DL) 0.132 1869 2(DL) 0.227 1083 3(DL+3) 66 P31 Typical 1 0.279 1182 1(DL) 0.279 1182 2(DL) 1.024 322 3(DL+3) 67 2 -0.033 3649 1(DL) -0.033 3649 2(DL) -0.121 990 3(DL+3) 68 3 0.298 1632 1(DL) 0.298 1632 2(DL) 1.067 455 3(DL+3) 69 P32 Typical 1 0.279 1182 1(DL) 0.279 1182 2(DL) 0.466 707 3(DL+3) 70 2 -0.033 3600 1(DL) -0.033 3600 2(DL) -0.055 2192 3(DL+3) 71 3 0.298 1632 1(DL) 0.298 1632 2(DL) 0.492 988 3(DL+3) 72 P33 Typical 1 0.279 1182 1(DL) 0.279 1182 2(DL) 1.02 323 3(DL+3) 73 2 -0.034 3549 1(DL) -0.034 3549 2(DL) -0.126 954 3(DL+3) 74 3 0.298 1632 1(DL) 0.298 1632 2(DL) 1.059 459 3(DL+3) 75 P34 Typical 1 0.302 1094 1(DL) 0.302 1094 2(DL) 1.116 295 3(DL+3) 76 2 -0.036 3330 1(DL) -0.036 3330 2(DL) -0.133 903 3(DL+3) 77 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.511 328 3(DL+3) 78 P9 Typical 1 0.295 1118 1(DL) 0.295 1118 2(DL) 0.494 668 3(DL+3) 79 2 -0.036 3371 1(DL) -0.036 3371 2(DL) -0.06 2013 3(DL+3) 80 3 0.137 1224 1(DL) 0.137 1224 2(DL) 0.23 732 3(DL+3) 81 P35 Typical 1 0.029 2494 1(DL) 0.029 2494 2(DL) 0.051 1400 3(DL+3) 82 2 0.0006528 NC 1(DL) 0.0006528 NC 2(DL) -0.02 6583 3(DL+3) 83 3 -0.036 3354 1(DL) -0.036 3354 2(DL) -0.064 1875 3(DL+3) 84 4 0.219 768 1(DL) 0.219 768 2(DL) 0.389 432 3(DL+3) 85 P36 Typical 1 0.295 1118 1(DL) 0.295 1118 2(DL) 1.091 302 3(DL+3) 86 2 -0.036 3369 1(DL) -0.036 3369 2(DL) -0.132 911 3(DL+3) 87 3 0.137 1224 1(DL) 0.137 1224 2(DL) 0.507 331 3(DL+3) 88 P37 Typical 1 0.302 1094 1(DL) 0.302 1094 2(DL) 1.116 295 3(DL+3) 89 2 -0.036 3332 1(DL) -0.036 3332 2(DL) -0.133 902 3(DL+3) 90 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.511 328 3(DL+3) 91 P38 Typical 1 0.302 1094 1(DL) 0.302 1094 2(DL) 1.116 295 3(DL+3) 92 2 -0.036 3331 1(DL) -0.036 3331 2(DL) -0.133 902 3(DL+3) 93 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.511 328 3(DL+3) 94 P39 Typical 1 0.029 2496 1(DL) 0.029 2496 2(DL) 0.112 645 3(DL+3) 95 2 0.0001781 NC 1(DL) 0.0001781 NC 2(DL) -0.042 3067 3(DL+3) 96 3 -0.036 3329 1(DL) -0.036 3329 2(DL) -0.139 865 3(DL+3) 97 4 0.219 768 1(DL) 0.219 768 2(DL) 0.845 199 3(DL+3) 98 B7 Typical 1 0.000732 NC 1(DL) 0.000732 NC 2(DL) -0.007 3116 3(DL+3) 99 2 0.006 6616 1(DL) 0.006 6616 2(DL) -0.005 8889 3(DL+3) 100 3 0.005 7695 1(DL) 0.005 7695 2(DL) 0.005 7793 3(DL+3) 101 4 0.007 5631 1(DL) 0.007 5631 2(DL) 0.004 9239 3(DL+3) 102 5 0.008 4886 1(DL) 0.008 4886 2(DL) 0.004 9402 3(DL+3) 103 6 0.006 7270 1(DL) 0.006 7270 2(DL) 0.0008381 NC 3(DL+3) 104 7 0 NC 1(DL) 0 NC 2(DL) 0 NC 3(DL+3) 105 B3 Typical 1 0.0007491 NC 1(DL) 0.0007491 NC 2(DL) 0.012 1772 3(DL+3) 106 2 0.006 6527 1(DL) 0.006 6527 2(DL) 0.027 1531 3(DL+3) 107 3 0.005 7645 1(DL) 0.005 7645 2(DL) 0.021 1996 3(DL+3) 108 4 0.007 5541 1(DL) 0.007 5541 2(DL) 0.033 1248 3(DL+3) 109 5 0.009 4814 1(DL) 0.009 4814 2(DL) 0.037 1110 3(DL+3) 110 6 0.006 7164 1(DL) 0.006 7164 2(DL) 0.025 1643 3(DL+3) 111 7 0 NC 1(DL) 0 NC 2(DL) 0.012 3342 3(DL+3) 112 P40 Typical 1 0.302 1094 1(DL) 0.302 1094 2(DL) 1.112 296 3(DL+3) 113 2 -0.036 3330 1(DL) -0.036 3330 2(DL) -0.132 907 3(DL+3) 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 20 Envelope Beam Deflection Checks (Continued) Beam Design Rule Span Defl [in] Ratio LC Defl [in] Ratio LC Defl [in] Ratio LC 114 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.509 330 3(DL+3) 115 P10 Typical 1 0.301 1094 1(DL) 0.301 1094 2(DL) 1.116 295 3(DL+3) 116 2 -0.036 3334 1(DL) -0.036 3334 2(DL) -0.133 901 3(DL+3) 117 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.511 328 3(DL+3) 118 P41 Typical 1 0.301 1094 1(DL) 0.301 1094 2(DL) 0.505 653 3(DL+3) 119 2 -0.036 3340 1(DL) -0.036 3340 2(DL) -0.06 1992 3(DL+3) 120 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.231 726 3(DL+3) 121 P42 Typical 1 0.302 1094 1(DL) 0.302 1094 2(DL) 0.505 653 3(DL+3) 122 2 -0.036 3343 1(DL) -0.036 3343 2(DL) -0.06 1992 3(DL+3) 123 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.231 726 3(DL+3) 124 P43 Typical 1 0.302 1094 1(DL) 0.302 1094 2(DL) 0.505 653 3(DL+3) 125 2 -0.036 3346 1(DL) -0.036 3346 2(DL) -0.06 1991 3(DL+3) 126 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.231 726 3(DL+3) 127 P4 Typical 1 0.302 1094 1(DL) 0.302 1094 2(DL) 0.505 653 3(DL+3) 128 2 -0.036 3349 1(DL) -0.036 3349 2(DL) -0.06 1990 3(DL+3) 129 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.231 726 3(DL+3) 130 P7 Typical 1 0.302 1094 1(DL) 0.302 1094 2(DL) 0.506 652 3(DL+3) 131 2 -0.036 3352 1(DL) -0.036 3352 2(DL) -0.06 1989 3(DL+3) 132 3 0.138 1215 1(DL) 0.138 1215 2(DL) 0.232 725 3(DL+3) 133 P44 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 1.26 400 3(DL+3) 134 2 -0.033 3624 1(DL) -0.033 3624 2(DL) -0.121 987 3(DL+3) 135 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.483 347 3(DL+3) 136 P45 Typical 1 0.34 1482 1(DL) 0.34 1482 2(DL) 1.225 411 3(DL+3) 137 2 -0.033 3637 1(DL) -0.033 3637 2(DL) -0.121 990 3(DL+3) 138 3 0.131 1284 1(DL) 0.131 1284 2(DL) 0.48 349 3(DL+3) 139 P46 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 1.26 400 3(DL+3) 140 2 -0.033 3614 1(DL) -0.033 3614 2(DL) -0.122 984 3(DL+3) 141 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.483 347 3(DL+3) 142 P47 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 1.26 400 3(DL+3) 143 2 -0.033 3619 1(DL) -0.033 3619 2(DL) -0.122 986 3(DL+3) 144 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.483 347 3(DL+3) 145 P13 Typical 1 0.034 7180 1(DL) 0.034 7180 2(DL) 0.116 2115 3(DL+3) 146 2 0.0002507 NC 1(DL) 0.0002507 NC 2(DL) -0.032 4095 3(DL+3) 147 3 -0.033 3636 1(DL) -0.033 3636 2(DL) -0.127 948 3(DL+3) 148 4 0.203 828 1(DL) 0.203 828 2(DL) 0.777 216 3(DL+3) 149 P12 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 1.253 402 3(DL+3) 150 2 -0.033 3630 1(DL) -0.033 3630 2(DL) -0.121 993 3(DL+3) 151 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.481 349 3(DL+3) 152 P1 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 1.26 400 3(DL+3) 153 2 -0.033 3611 1(DL) -0.033 3611 2(DL) -0.122 983 3(DL+3) 154 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.483 347 3(DL+3) 155 P15 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 0.577 873 3(DL+3) 156 2 -0.033 3611 1(DL) -0.033 3611 2(DL) -0.056 2161 3(DL+3) 157 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.219 766 3(DL+3) 158 P17 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 0.577 873 3(DL+3) 159 2 -0.033 3614 1(DL) -0.033 3614 2(DL) -0.056 2161 3(DL+3) 160 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.219 766 3(DL+3) 161 P48 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 0.578 872 3(DL+3) 162 2 -0.033 3622 1(DL) -0.033 3622 2(DL) -0.055 2163 3(DL+3) 163 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.219 766 3(DL+3) 164 P14 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 0.577 873 3(DL+3) 165 2 -0.033 3609 1(DL) -0.033 3609 2(DL) -0.056 2161 3(DL+3) 166 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.219 766 3(DL+3) 167 P49 Typical 1 0.034 7165 1(DL) 0.034 7165 2(DL) 0.057 4353 3(DL+3) 168 2 0.0002299 NC 1(DL) 0.0002299 NC 2(DL) -0.015 8327 3(DL+3) 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 21 Envelope Beam Deflection Checks (Continued) Beam Design Rule Span Defl [in] Ratio LC Defl [in] Ratio LC Defl [in] Ratio LC 169 3 -0.033 3627 1(DL) -0.033 3627 2(DL) -0.059 2037 3(DL+3) 170 4 0.203 828 1(DL) 0.203 828 2(DL) 0.359 468 3(DL+3) 171 B8 Typical 1 0.0009668 NC 1(DL) 0.0009668 NC 2(DL) -0.006 3445 3(DL+3) 172 2 0.006 7460 1(DL) 0.006 7460 2(DL) -0.004 9672 3(DL+3) 173 3 0.005 8724 1(DL) 0.005 8724 2(DL) 0.005 9123 3(DL+3) 174 4 0.007 6352 1(DL) 0.007 6352 2(DL) -0.0004413 NC 3(DL+3) 175 5 0.008 5521 1(DL) 0.008 5521 2(DL) 0.0006875 NC 3(DL+3) 176 6 0.005 8225 1(DL) 0.005 8225 2(DL) 0.0006261 NC 3(DL+3) 177 7 0 NC 1(DL) 0 NC 2(DL) 0 NC 3(DL+3) 178 B9 Typical 1 0.0009305 NC 1(DL) 0.0009305 NC 2(DL) 0.011 2004 3(DL+3) 179 2 0.006 7507 1(DL) 0.006 7507 2(DL) 0.024 1754 3(DL+3) 180 3 0.005 8767 1(DL) 0.005 8767 2(DL) 0.018 2296 3(DL+3) 181 4 0.006 6391 1(DL) 0.006 6391 2(DL) 0.029 1429 3(DL+3) 182 5 0.007 5553 1(DL) 0.007 5553 2(DL) 0.033 1273 3(DL+3) 183 6 0.005 8272 1(DL) 0.005 8272 2(DL) 0.022 1885 3(DL+3) 184 7 0 NC 1(DL) 0 NC 2(DL) 0.011 3832 3(DL+3) 185 P5 Typical 1 0.34 1482 1(DL) 0.34 1482 2(DL) 0.562 897 3(DL+3) 186 2 -0.033 3636 1(DL) -0.033 3636 2(DL) -0.055 2179 3(DL+3) 187 3 0.131 1284 1(DL) 0.131 1284 2(DL) 0.218 770 3(DL+3) 188 P50 Typical 1 0.35 1441 1(DL) 0.35 1441 2(DL) 0.577 873 3(DL+3) 189 2 -0.033 3618 1(DL) -0.033 3618 2(DL) -0.055 2162 3(DL+3) 190 3 0.132 1277 1(DL) 0.132 1277 2(DL) 0.219 766 3(DL+3) Material Take-Off Material Size Pieces Length[ft]Weight[K] 1 Hot Rolled Steel 2 A572 Gr.50 W16X67 4 52.7 3.518 3 A572 Gr.50 W18 to 8 8 180.5 6.499 4 rod bracing 1/2" diameter 8 305.1 0 5 Total HR Steel 20 538.3 10.017 6 7 Cold Formed Steel 8 A653 SS Gr33 800S250-54 42 146.2 0.389 9 A653 SS Gr50/1 1000S350-68 42 1578.5 7.074 10 Total CF Steel 84 1724.7 7.463 Connection Design Results No Data to Print... Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCPnc/om [lb]Pnt/om [lb]Mnyy/om [lb-ft]Mnzz/om [lb-ft] Cb Eqn 1 C1 W16X67 0.859 0 16 0.057 0 y 19 161964.837 586826.347 88572.854 324351.297 1.72 H1-1b 2 B1 W18 to 8 0.742 0 18 0.324 0 y 16 234683.736 353667.665 36551.163 178314.754 1 H1-1b 3 B5 W18 to 8 0.748 0 18 0.324 0 y 16 239078.638 353667.665 36551.163 178314.754 1 H1-1b 4 C2 W16X67 0.862 0 16 0.055 0 y 15 161964.837 586826.347 88572.854 324351.297 1.612 H1-1b 5 B2 W18 to 8 0.905 0 18 0.452 0 y 18 234778.297 353667.665 36551.163 178314.754 1 H1-1b 6 B6 W18 to 8 0.907 0 18 0.452 0 y 18 263001.542 353667.665 36551.163 178314.754 1 H1-1b 7 C3 W16X67 0.862 0 16 0.062 0 y 19 161964.837 586826.347 88572.854 324351.297 1.698 H1-1b 8 B7 W18 to 8 0.845 0 18 0.443 0 y 18 234718.377 353667.665 36551.163 178314.754 1 H1-1b 9 B3 W18 to 8 0.851 0 18 0.442 0 y 18 239078.638 353667.665 36551.163 178314.754 1 H1-1b 10 B8 W18 to 8 0.816 0 18 0.408 0 y 18 234774.772 353667.665 36551.163 178314.754 1 H1-1b 11 B9 W18 to 8 0.818 0 18 0.409 0 y 18 237063.901 353667.665 36551.163 178314.754 1 H1-1b 12 C4 W16X67 0.854 0 16 0.055 0 y 15 161964.837 586826.347 88572.854 309533.589 1.055 H1-1b 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 22 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCPnc/om [lb]Pnt/om [lb]Mnyy/om [lb-ft]Mnzz/om [lb-ft] Cb Eqn 13 M98 1/2" diameter 0.545 38.13816 0.01 38.138 18 2.202 4232.695 35.273 35.273 1 H1-1a* 14 M99 1/2" diameter 0.535 38.13820 0.01 38.138 18 2.202 4232.695 35.273 35.273 1 H1-1a* 15 M100 1/2" diameter 0.082 38.13812 0.004 38.138 12 2.202 4232.695 35.273 35.273 1 H1-1b* 16 M101 1/2" diameter 0.069 38.13813 0.004 38.138 12 2.202 4232.695 35.273 35.273 1 H1-1b* 17 M102 1/2" diameter 0.542 38.13816 0.011 38.138 18 2.202 4232.695 35.273 35.273 1 H1-1a* 18 M103 1/2" diameter 0.538 38.13820 0.011 38.138 18 2.202 4232.695 35.273 35.273 1 H1-1a* 19 M104 1/2" diameter 0.083 38.138 11 0.006 38.138 21 2.202 4232.695 35.273 35.273 1 H1-1b* 20 M105 1/2" diameter 0.086 38.13819 0.005 38.138 17 2.202 4232.695 35.273 35.273 1 H1-1b* Envelope AISI S100-16: ASD Member Cold Formed Steel Code Checks Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]DirLC Pn/Om[lb]Tn/Om[lb]Mnyy/Om[lb-ft] Mnzz/Om[lb-ft] Vny/Om[lb] Vnz/Om[lb] Cb Eqn 1 P21 1000S350-68 0.682 33.917 3 0.249 33.458 y 216715.947 39431.138 1960.479 7392.567 3344.643 8405.201 1 H1.2-1 2 P2 1000S350-68 0.674 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6601.22 3344.643 8405.201 1 H1.2-1 3 P22 1000S350-68 0.671 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6602.8 3344.643 8405.201 1 H1.2-1 4 P23 1000S350-68 0.671 33.458 21 0.248 33.458 y 216715.947 39431.138 1891.116 6604.198 3344.643 8405.201 1 H1.2-1 5 P24 1000S350-68 0.694 33.458 21 0.248 33.458 y 216715.947 39431.138 1891.116 6612.63 3344.643 8405.201 1 H1.2-1 6 P25 1000S350-68 0.737 3.20818 0.249 33.458 y 216715.947 39431.138 1891.116 6514.292 3344.643 8405.201 1 H1.2-1 7 P26 1000S350-68 0.672 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6603.41 3344.643 8405.201 1 H1.2-1 8 P27 1000S350-68 0.67 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6602.982 3344.643 8405.201 1 H1.1-2 9 P28 1000S350-68 0.67 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6602.927 3344.643 8405.201 1 H1.1-2 10 P29 1000S350-68 0.671 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6602.159 3344.643 8405.201 1 H1.1-2 11 P30 1000S350-68 0.7 33.458 21 0.25 33.458 y 216715.947 39431.138 1891.116 6596.032 3344.643 8405.201 1 H1.2-1 12 M52 800S250-54 0.015 1.658 3 0.003 3.46 y 3 5423.09415472.455 547.622 2309.27 2090.842 3105.6841.136 H1.2-1 13 M53 800S250-54 0.008 1.73 16 0.003 3.46 y 17 5423.09415472.455 547.622 3075.225 2090.842 3105.6841.136 H1.1-1 14 M54 800S250-54 0.008 1.73 16 0.003 3.461 y 15 5423.09415472.455 488.867 2305.418 2090.842 3105.6841.136 H1.2-1 15 M55 800S250-54 0.014 1.8 16 0.009 3.6 y 4 5423.09415472.455 488.867 2285.788 2090.842 3105.6841.136 H1.2-1 16 M56 800S250-54 0.008 1.73 16 0.003 3.46 y 17 5423.09415472.455 488.867 2306.227 2090.842 3105.6841.136 H1.2-1 17 M57 800S250-54 0.008 1.73 16 0.003 3.46 y 17 5423.09415472.455 547.622 3075.225 2090.842 3105.6841.136 H1.1-1 18 P31 1000S350-68 0.67 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6602.92 3344.643 8405.201 1 H1.1-2 19 P32 1000S350-68 0.675 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6599.309 3344.643 8405.201 1 H1.2-1 20 P33 1000S350-68 0.675 33.458 21 0.249 33.458 y 216715.947 39431.138 1891.116 6600.523 3344.643 8405.201 1 H1.2-1 21 M42 800S250-54 0.015 1.658 5 0.003 3.46 y 5 5423.09415472.455 547.622 2308.412 2090.842 3105.6841.136 H1.2-1 22 M36 800S250-54 0.008 1.73 16 0.003 3.46 y 15 5423.09415472.455 488.867 2311.886 2090.842 3105.6841.136 H1.1-2 23 P34 1000S350-68 0.667 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.2-1 24 M44 800S250-54 0.008 1.73 16 0.003 3.46 y 115423.09415472.455 488.867 2312.183 2090.842 3105.6841.136 H1.1-2 25 P9 1000S350-68 0.666 3.20321 0.245 3.203 y 219810.31439431.138 1901.403 6499.69 3344.643 8405.201 1 H1.1-2 26 P35 1000S350-68 0.676 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.2-1 27 P36 1000S350-68 0.667 3.20321 0.245 3.203 y 219810.31439431.138 1901.403 6499.017 3344.643 8405.201 1 H1.1-2 28 P37 1000S350-68 0.666 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.2-1 29 P38 1000S350-68 0.666 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.2-1 30 P39 1000S350-68 0.738 18.898 3 0.244 3.203 y 219810.31439431.138 1901.403 6835.308 3344.643 8405.201 1 H1.1-2 31 P40 1000S350-68 0.678 19.219 3 0.244 3.203 y 219810.31439431.138 1901.403 6867.43 3344.643 8405.201 1 H1.1-2 32 M70 800S250-54 0.012 1.8 16 0.011 3.6 y 4 5423.09415472.455 488.867 2291.906 2090.842 3105.6841.136 H1.2-1 33 M71 800S250-54 0.015 1.658 3 0.003 3.46 y 15 5423.09415472.455 547.622 2310.987 2090.842 3105.6841.136 H1.2-1 34 M72 800S250-54 0.015 1.658 5 0.003 3.46 y 115423.09415472.455 547.622 2309.962 2090.842 3105.6841.136 H1.2-1 35 P10 1000S350-68 0.667 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.2-1 36 P41 1000S350-68 0.667 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.2-1 37 P42 1000S350-68 0.665 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.1-2 38 P43 1000S350-68 0.665 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.1-2 39 P4 1000S350-68 0.665 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.1-2 40 P7 1000S350-68 0.668 18.898 21 0.244 3.203 y 219810.31439431.138 2127.637 8533.864 3344.643 8405.201 1 H1.2-1 41 M79 800S250-54 0.008 1.73 16 0.003 3.461 y 15 5423.09415472.455 488.867 2306.294 2090.842 3105.6841.136 H1.2-1 42 M80 800S250-54 0.008 1.73 16 0.003 3.46 y 15 5423.09415472.455 488.867 2306.823 2090.842 3105.6841.136 H1.2-1 43 M84 800S250-54 0.016 1.658 3 0.003 3.46 y 3 5423.09415472.455 547.622 2305.258 2090.842 3105.6841.136 H1.2-1 44 M85 800S250-54 0.016 1.658 5 0.003 3.46 y 17 5423.09415472.455 547.622 2304.687 2090.842 3105.6841.136 H1.2-1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 23 Envelope AISI S100-16: ASD Member Cold Formed Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]DirLC Pn/Om[lb]Tn/Om[lb]Mnyy/Om[lb-ft] Mnzz/Om[lb-ft] Vny/Om[lb] Vnz/Om[lb] Cb Eqn 45 M86 800S250-54 0.015 1.658 3 0.003 3.46 y 17 5423.09415472.455 547.622 2310.862 2090.842 3105.6841.136 H1.2-1 46 M87 800S250-54 0.015 1.658 5 0.003 3.46 y 17 5423.09415472.455 547.622 2310.826 2090.842 3105.6841.136 H1.2-1 47 M88 800S250-54 0.008 1.73 16 0.003 3.46 y 17 5423.09415472.455 488.867 2312.069 2090.842 3105.6841.136 H1.1-2 48 M89 800S250-54 0.008 1.73 16 0.003 3.461 y 15 5423.09415472.455 488.867 2306.355 2090.842 3105.6841.136 H1.2-1 49 M90 800S250-54 0.012 1.8 16 0.01 3.6 y 4 5423.09415472.455 488.867 2292.144 2090.842 3105.6841.136 H1.2-1 50 M91 800S250-54 0.01 1.73 16 0.003 3.46 y 17 5423.09415472.455 488.867 2299.25 2090.842 3105.6841.136 H1.2-1 51 M92 800S250-54 0.008 1.73 16 0.003 3.461 y 15 5423.09415472.455 488.867 2306.96 2090.842 3105.6841.136 H1.1-2 52 M93 800S250-54 0.009 1.8 16 0.006 3.6 y 4 5423.09415472.455 547.622 3075.225 2090.842 3105.6841.136 H1.1-1 53 M94 800S250-54 0.008 1.73 16 0.003 3.46 y 17 5423.09415472.455 488.867 2312.372 2090.842 3105.6841.136 H1.1-2 54 M95 800S250-54 0.008 1.73 16 0.003 3.46 y 15 5423.09415472.455 488.867 2306.521 2090.842 3105.6841.136 H1.2-1 55 M96 800S250-54 0.01 1.73 16 0.003 3.46 y 17 5423.09415472.455 488.867 2298.854 2090.842 3105.6841.136 H1.2-1 56 M97 800S250-54 0.008 1.73 16 0.003 3.46 y 15 5423.09415472.455 488.867 2306.971 2090.842 3105.6841.136 H1.1-2 57 P44 1000S350-68 0.778 10.292 21 0.254 10.292 y 21 8011.91 39431.138 1901.403 6560.548 3344.643 8405.201 1 H1.2-1 58 P45 1000S350-68 0.802 10.292 21 0.254 10.292 y 21 8011.91 39431.138 1901.403 6564.421 3344.643 8405.201 1 H1.2-1 59 P46 1000S350-68 0.779 10.292 21 0.253 10.292 y 21 8011.91 39431.138 1901.403 6559.55 3344.643 8405.201 1 H1.2-1 60 P47 1000S350-68 0.779 10.292 21 0.253 10.292 y 21 8011.91 39431.138 1901.403 6559.502 3344.643 8405.201 1 H1.2-1 61 P13 1000S350-68 0.783 10.292 21 0.254 10.292 y 21 8011.91 39431.138 1901.403 6560.756 3344.643 8405.201 1 H1.2-1 62 P12 1000S350-68 0.779 10.292 21 0.254 10.292 y 21 8011.91 39431.138 1901.403 6559.39 3344.643 8405.201 1 H1.2-1 63 P1 1000S350-68 0.781 10.292 21 0.253 10.292 y 21 8011.91 39431.138 1901.403 6559.137 3344.643 8405.201 1 H1.2-1 64 P15 1000S350-68 0.778 10.292 21 0.253 10.292 y 21 8011.91 39431.138 1901.403 6559.904 3344.643 8405.201 1 H1.1-2 65 P17 1000S350-68 0.779 10.292 21 0.253 10.292 y 21 8011.91 39431.138 1901.403 6559.76 3344.643 8405.201 1 H1.1-2 66 P48 1000S350-68 0.783 10.292 21 0.253 10.292 y 21 8011.91 39431.138 1901.403 6558.577 3344.643 8405.201 1 H1.2-1 67 P14 1000S350-68 0.782 10.292 21 0.253 10.292 y 21 8011.91 39431.138 1901.403 6558.683 3344.643 8405.201 1 H1.2-1 68 P49 1000S350-68 0.787 10.292 21 0.254 10.292 y 21 8011.91 39431.138 1901.403 6559.991 3344.643 8405.201 1 H1.2-1 69 P5 1000S350-68 0.891 10.292 18 0.254 10.292 y 21 8011.91 39431.138 1901.403 6520.841 3344.643 8405.201 1 H1.2-1 70 P50 1000S350-68 0.777 10.292 21 0.253 10.292 y 21 8011.91 39431.138 1901.403 6561.063 3344.643 8405.201 1 H1.1-2 71 M255 800S250-54 0.01 1.73 16 0.003 3.46 y 17 5423.09415472.455 488.867 2299.388 2090.842 3105.6841.136 H1.2-1 72 M256 800S250-54 0.016 1.658 3 0.003 3.46 y 15 5423.09415472.455 547.622 2304.539 2090.842 3105.6841.136 H1.2-1 73 M257 800S250-54 0.009 1.8 16 0.007 3.6 y 4 5423.09415472.455 547.622 3075.225 2090.842 3105.6841.136 H1.1-1 74 M258 800S250-54 0.016 1.658 5 0.003 3.46 y 17 5423.09415472.455 547.622 2303.669 2090.842 3105.6841.136 H1.2-1 75 M259 800S250-54 0.01 1.73 16 0.003 3.46 y 115423.09415472.455 488.867 2299.04 2090.842 3105.6841.136 H1.2-1 76 M260 800S250-54 0.016 1.658 5 0.003 3.46 y 115423.09415472.455 547.622 2303.525 2090.842 3105.6841.136 H1.2-1 77 M261 800S250-54 0.008 1.73 16 0.003 3.46 y 17 5423.09415472.455 488.867 2307.064 2090.842 3105.6841.136 H1.1-2 78 M262 800S250-54 0.008 1.73 16 0.003 3.461 y 15 5423.09415472.455 488.867 2307.591 2090.842 3105.6841.136 H1.1-2 79 M263 800S250-54 0.01 1.73 16 0.003 3.46 y 17 5423.09415472.455 488.867 2298.995 2090.842 3105.6841.136 H1.2-1 80 M264 800S250-54 0.016 1.658 3 0.003 3.46 y 17 5423.09415472.455 547.622 2304.372 2090.842 3105.6841.136 H1.2-1 81 M265 800S250-54 0.009 1.8 16 0.006 3.6 y 4 5423.09415472.455 547.622 3075.225 2090.842 3105.6841.136 H1.1-1 82 M266 800S250-54 0.008 1.73 16 0.003 3.461 y 15 5423.09415472.455 488.867 2307.725 2090.842 3105.6841.136 H1.1-2 83 M267 800S250-54 0.008 1.73 16 0.003 3.46 y 15 5423.09415472.455 488.867 2307.183 2090.842 3105.6841.136 H1.1-2 84 M268 800S250-54 0.01 1.73 16 0.003 3.46 y 15 5423.09415472.455 488.867 2299.468 2090.842 3105.6841.136 H1.2-1 Envelope X-Direction Story Drift -Strength No Data to Print... Envelope Z-Direction Story Drift -Strength No Data to Print... Envelope Z-Direction Story Drift -Service No Data to Print... 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Company Designer Job Number Model Name : : : : 2021-SRS004 A0 Checked By : __________ 9/27/2021 8:46:15 PM RISA-3D Version 19 [ A0 -Santa Ana, Ground Canopies.r3d ] Page 24 Envelope X-Direction Story Drift -Service No Data to Print... Envelope Node Reactions -Overstrength or Capacity Limit No Data to Print... 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Pole Footing Embedded in Soil Applied Engineering Consultants, IncLic. # : KW-06009279 DESCRIPTION: A1 - pier lateral Applied Engineering Consultants using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Printed: 14 SEP 2021, 3:48PM Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2018 General Information Circular 30.0 800.0 0.0 No Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . . . in Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures D OnlyGoverning Load Combination : Lateral Load 7.120 Moment 99.680 k-ft Minimum Required Depth 8.50 ft k NO Ground Surface Restraint Pressures at 1/3 Depth Actual 2,235.65 psf Allowable 2,239.40 psf Controlling Values ft^2Footing Base Area 4.909 Maximum Soil Pressure 5.215 ksf k k k 25.60 k k Applied Loads k Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 7.120 14.0 k k k k k k k ft Lateral Distributed Loads (klf) TOP of Load above ground surface BOTTOM of Load above ground surface k/ft k/ft k/ft k/ft k/ft k/ft k/ft ftground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k)Moments - (ft-k)Depth - (ft) Pressure at 1/3 Depth Allow - (psf) Actual - (psf) 2,235.77.120 99.680D Only 8.50 1.0002,239.4 1,844.04.272 59.808+0.60D 7.00 1.0001,850.1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column Applied Engineering Consultants, IncLic. # : KW-06009279 DESCRIPTION: A2 - reinforcing Applied Engineering Consultants using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Printed: 14 SEP 2021, 3:53PM Project Descr: .Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2018 ASTM A615 Bars Used 3.0 ksi fy - Main Rebar 60.0 ksi Density = 150.0 pcf E - Main Rebar 29,000.0 = ksi E 0.850 ksi Min. Reinf. 0.50 % =Max. Reinf. 8.0 % 13.0 Allow. Reinforcing Limits 3,122.0 E = Overall Column Height ft= General Information = = f'c : Concrete 28 day strength End Fixity Top Free, Bottom Fixed= = = Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT X-X Axis = 13.0 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 13.0 ft, K = 1.0 Brace condition for deflection (buckling) along columns : .. 30.0in Diameter, 19.250in inside diameter, Column Edge to Rebar Edge Cover = 3.50in Column Reinforcing : Column Dimensions : 9 - #6 bars Column Cross Section . Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included : 5,607.76 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 13.0 ft above base, D = 25.60 k BENDING LOADS . . . Moment acting about X-X axisat 13.0 ft, D = 99.70 k-ft Lat. Point Load at 13.0 ft creating Mx-x, D = 7.90 k . DESIGN SUMMARY Maximum Stress Ratio = Location of max.above base 12.913 ft Pu = 43.691 k * Pn = 85.814 k Mu-x = 138.615 k-ft Load Combination +1.40D 3.473 k-ft General Section Information . . . : 10.504 Ratio = (Pu^2+Mu^2)^.5 / (PhiPn^2+PhiMn^2)^.5 * Mn-x = M -277.185 k-ft * Mn-y =Mu-y = 0.0 k-ft Maximum SERVICE Load Reactions . . Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Top along X-X 0.0 k Bottom along X-X 7.90 k Maximum SERVICE Load Deflections . . . Along Y-Y -0.04414 in at 13.0 ft above baseM for load combination : D Only Along X-X 0.0 in at 0.0 ft Column Capacities . . . above base0.0 degMu Angle = for load combination :k-ft Pn & Mn values located at Pu-Mu vector intersection with capacity curve MMu at Angle = 0.850 k-ft275.296 Mn at Angle = 138.615 0.9563 % Rebar % Ok 0.70 414.111 in^2 3.960 in^2 M Uk1,283.49 Pn, max : Usable Compressive Axial Capacity Pnmax : Nominal Max. Compressive Axial Capacity k : % Reinforcing E = T Pnmin : Nominal Min. Tension Axial Capacity 763.67 M k Pn, min : Usable Tension Axial Capacity k M Concrete Area M 0.850 Reinforcing Area = = . 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column Applied Engineering Consultants, IncLic. # : KW-06009279 DESCRIPTION: A2 - reinforcing Applied Engineering Consultants using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Printed: 14 SEP 2021, 3:53PM Project Descr: Governing Load Combination Results Load Combination Dist. from G Axial Load k k-ftMoment Governing Factored Bending Analysis Utilization G base ftY-Y Pu * Pn x * Mux MuG Alpha (deg) x G y M MX-X Mn RatioGy * Muy +1.40D 43.69 12.91 85.81 138.62 275.30 0.5040.000Actual 138.621.000 +1.20D 37.45 12.91 85.81 118.81 275.30 0.4320.000Actual 118.811.000 +0.90D 28.09 12.91 85.81 89.11 275.30 0.3240.000Actual 89.111.000 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base @ Top @ Top My - End Moments Mx - End Moments D Only 31.2087.900 3.000 +0.60D 18.7254.740 1.800 Note: Only non-zero reactions are listed. Load Combination Moment About X-X Axis Moment About Y-Y Axis @ Base @ Top@ Base @ Top Maximum Moment Reactions D Only k-ft k-ft3.000 +0.60D k-ft k-ft1.800 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 -0.044 13.000 ftftinin0.000 +0.60D 0.0000 -0.026 12.913 ftftinin0.000 .Sketches . Interaction Diagrams 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column Applied Engineering Consultants, IncLic. # : KW-06009279 DESCRIPTION: A2 - reinforcing Applied Engineering Consultants using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Printed: 14 SEP 2021, 3:53PM Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column Applied Engineering Consultants, IncLic. # : KW-06009279 DESCRIPTION: A2 - reinforcing Applied Engineering Consultants using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Printed: 14 SEP 2021, 3:53PM Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Concrete Column Applied Engineering Consultants, IncLic. # : KW-06009279 DESCRIPTION: A2 - reinforcing Applied Engineering Consultants using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Printed: 14 SEP 2021, 3:53PM Project Descr: 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3 - Beam section at column Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Final Section Properties : Ixx 689.14 in^4: r xx 2.301 in in^4: in: Total Area in^2 Calculated final C.G. distance from Datum : 11.813 Iyy 62.520 r yy : 7.638 Edge Distances from CG. : X cg Dist.0.0 in in^3 Zyy Zxx :: +X -5.0 in: Sxx : - Y 76.592 in^3 Sxx : +Y 76.592 in^3: : Y cg Dist. -X 5.0 Syy : - X 12.504 in^3 12.504 :in^3Syy : +X : in: in: in :in^319.020 84.673 :0.0 +Y in deg CCWRotation of All Components @ Angle :0.00 :-Y 8.998 -8.998 Rectangular & Circular Shapes Rectangular Shape : 1 Height =17.250 in Width = 4.313 Area = 0 Rotation = in^2 deg CCW0.250 Xcg = in 0.000 Ycg = in 0.000 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3 - Beam section at column Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Rectangular Shape : 2 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in 8.810 in Rectangular Shape : 3 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in -8.810 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3.1 - Beam section at 1/5th of beam out Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Final Section Properties : Ixx 531.44 in^4: r xx 2.351 in in^4: in: Total Area in^2 Calculated final C.G. distance from Datum : 11.313 Iyy 62.517 r yy : 6.854 Edge Distances from CG. : X cg Dist.0.0 in in^3 Zyy Zxx :: +X -5.0 in: Sxx : - Y 66.451 in^3 Sxx : +Y 66.451 in^3: : Y cg Dist. -X 5.0 Syy : - X 12.503 in^3 12.503 :in^3Syy : +X : in: in: in :in^318.988 73.110 :0.0 +Y in deg CCWRotation of All Components @ Angle :0.00 :-Y 7.998 -7.998 Rectangular & Circular Shapes Rectangular Shape : 1 Height =15.250 in Width = 3.813 Area = 0 Rotation = in^2 deg CCW0.250 Xcg = in 0.000 Ycg = in 0.000 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3.1 - Beam section at 1/5th of beam out Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Rectangular Shape : 2 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in 7.810 in Rectangular Shape : 3 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in -7.810 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3.2 - Beam section at 2/5th of beam out Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Final Section Properties : Ixx 396.369 in^4: r xx 2.405 in in^4: in: Total Area in^2 Calculated final C.G. distance from Datum : 10.813 Iyy 62.514 r yy : 6.055 Edge Distances from CG. : X cg Dist.0.0 in in^3 Zyy Zxx :: +X -5.0 in: Sxx : - Y 56.644 in^3 Sxx : +Y 56.644 in^3: : Y cg Dist. -X 5.0 Syy : - X 12.503 in^3 12.503 :in^3Syy : +X : in: in: in :in^318.957 62.048 :0.0 +Y in deg CCWRotation of All Components @ Angle :0.00 :-Y 6.998 -6.998 Rectangular & Circular Shapes Rectangular Shape : 1 Height =13.250 in Width = 3.313 Area = 0 Rotation = in^2 deg CCW0.250 Xcg = in 0.000 Ycg = in 0.000 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3.2 - Beam section at 2/5th of beam out Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Rectangular Shape : 2 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in 6.810 in Rectangular Shape : 3 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in -6.810 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3.3 - Beam section at 3/5th of beam out Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Final Section Properties : Ixx 282.920 in^4: r xx 2.462 in in^4: in: Total Area in^2 Calculated final C.G. distance from Datum : 10.313 Iyy 62.512 r yy : 5.238 Edge Distances from CG. : X cg Dist.0.0 in in^3 Zyy Zxx :: +X -5.0 in: Sxx : - Y 47.173 in^3 Sxx : +Y 47.173 in^3: : Y cg Dist. -X 5.0 Syy : - X 12.502 in^3 12.502 :in^3Syy : +X : in: in: in :in^318.926 51.485 :0.0 +Y in deg CCWRotation of All Components @ Angle :0.00 :-Y 5.998 -5.998 Rectangular & Circular Shapes Rectangular Shape : 1 Height =11.250 in Width = 2.813 Area = 0 Rotation = in^2 deg CCW0.250 Xcg = in 0.000 Ycg = in 0.000 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3.3 - Beam section at 3/5th of beam out Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Rectangular Shape : 2 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in 5.810 in Rectangular Shape : 3 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in -5.810 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3.4 - Beam section at 4/5th of beam out Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Final Section Properties : Ixx 190.096 in^4: r xx 2.524 in in^4: in: Total Area in^2 Calculated final C.G. distance from Datum : 9.813 Iyy 62.509 r yy : 4.401 Edge Distances from CG. : X cg Dist.0.0 in in^3 Zyy Zxx :: +X -5.0 in: Sxx : - Y 38.038 in^3 Sxx : +Y 38.038 in^3: : Y cg Dist. -X 5.0 Syy : - X 12.502 in^3 12.502 :in^3Syy : +X : in: in: in :in^318.895 41.423 :0.0 +Y in deg CCWRotation of All Components @ Angle :0.00 :-Y 4.998 -4.998 Rectangular & Circular Shapes Rectangular Shape : 1 Height =9.250 in Width = 2.313 Area = 0 Rotation = in^2 deg CCW0.250 Xcg = in 0.000 Ycg = in 0.000 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 General Section Property Calculator LIC# : KW-06015263, Build:20.22.7.7 Applied Engineering Consultants, Inc (c) ENERCALC INC 1983-2022 DESCRIPTION: A3.4 - Beam section at 4/5th of beam out Project File: Santa Ana, ground.ec6 Project Title: Engineer: Project ID: Project Descr: Rectangular Shape : 2 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in 4.810 in Rectangular Shape : 3 Height =0.375 in Width = 3.750 Area = 0 Rotation = in^2 deg CCW10.000 Xcg = in 0.000 Ycg = in -4.810 in 2677 N Main St - 101110159-60 & 20175958-5902/07/23 Appendix B: Supporting Information 2677 N Main St - 101110159-60 & 20175958-5902/07/23 B1 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2677 N Main St - 101110159-60 & 20175958-5902/07/23 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" 2'-71 2" 4'-35 16" 2'-71 4" 4'-35 16" PURLIN SPLICE LOCATION BETWEEN 1' AND 4' FROM BEAM, TYP. 80 0 S 3 5 0 -5 4 P U R L I N S , U . O . N . 800S35 0 -97 PU R L INS BTWN L I NES 2 & 3 80 0S 3 5 0 -6 8 PU R L I NS NO R T H OF LI NE 2 800S 3 5 0 - 9 7 PUR L I NS BTW N L I NES 2 & 3 800S350-68 PUR L I N S BTWN LINES 3 & 9 80 0 S 3 5 0-6 8 PU R L I NS SO U T H OF LINE 9 80 0 S 3 50 - 68 P U R L I N S SO U T H O F L I N E 10 800S350-68 PUR L I NSBTWN LINES 11 & 1 4 80 0 S 3 5 0 - 6 8 PU R L I NS SO U T H OF LI NE 14 800S350-68 PURLINS BTWN LINES 3 & 14 BEAM, TYP. SEE SHEET SG.1 PURLIN SPLICE PER DETAIL 5/SG.9 AT LOCATIONS SHOWN ON PLAN VIEW. MIDDLE OF SPLICE MUST LAND AT MODULE GAP. 800T200-54 END TRACK PER DETAIL 6/SG.9 800S350-97 PURLIN THIS ENTIRE LINE 800S350-97 PURLIN SOUTH OF LINE 10 800S350-97 PURLIN SOUTH OF LINE 14 600S200-54 PURLIN BLOCKING AT MIDSPAN BTWN BEAMS, TYP. U.N.O., PER DETAIL 4/SG.9 800S350-97 PURLIN FROM LINES 11 TO 15 800S350-97 PURLIN THIS ENTIRE LINE EXISTING ELEVATOR MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 10 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.2ROOF FRAMING PLAN 1 ROOF FRAMING PLAN 1" = 12' NOTES: 1. ATTACHMENT POINTS SHOULD BE THOROUGHLY SCANNED FOR REINFORCING BARS AND TENDONS IN SLAB, COLUMNS AND BEAMS PRIOR TO FABRICATING COLUMNS AND BASE PLATES TO VERIFY THAT ANCHOR BOLTS WILL NOT INTERFERE WITH REINFORCING. 2. SEE FULL FRAME LINE ELEVATION VIEWS IN LATER SHEETS. N E 1 D C A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 F B A.9 11/22/2021, 8:23:13 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 T.O.S. +204'-6" PV MODULES, TYP. W21x44, TYP. W12x40 COLUMN, TYP. REFERENCE ELEV. T.O.DRIVE SLAB +195'-6" TYP.PURLINS, TYP. MIN. 7' CLR. 5'5' 1 SG.8 1 SG.6 5 SG.6 5 SG.6 1 SG.6 3 SG.8 4 SG.8 2 SG.8 PV MODULES, TYP. TYP. W12x40 COLUMN, TYP. CONCRETE COLUMN BELOW, TYP. PURLINS, TYP. T.O.S. +204'-6" ℄ MIN. 7' CLR. W21x44, TYP. 30'-6" 30'-6" TYP. 6 SG.8 2 SG.8 6 SG.8 1 SG.8 3 SG.8 4 SG.8 4 SG.6 1 SG.7 PV MODULES, TYP. W12x40 COLUMN, TYP. W21x44, TYP. TYP. TYP. PURLINS, TYP. T.O.S. +204'-6" 15' 15' ℄ MIN. 7' CLR. 1 SG.8 2 SG.8 1 SG.7 1 SG.6 1 SG.7 3 SG.8 4 SG.8 1 SG.6 MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 1 0 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.3CROSS SECTIONS 1 CROSS SECTION @ LINE 1 1/8" = 1'-0" 3 CROSS SECTION @ LINE 3 & 4 1/8" = 1'-0" 2 CROSS SECTION @ LINE 2 1/8" = 1'-0" D A C B E F D A C B E F D A C B E F 11/22/2021, 8:23:13 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 PV MODULES, TYP. W12x40 COLUMN, TYP. TYP. W21x44, TYP. PURLINS, TYP. T.O.S. +204'-6" 15' 15' TYP. ℄ RAMP MIN. 7' CLR. 1 SG.8 2 SG.8 1 SG.7 2 SG.7 1 SG.7 3 SG.8 4 SG.8 2 SG.7 PV MODULES, TYP. W12x40 COLUMN, TYP. TYP. W21x44, TYP. PURLINS, TYP. T.O.S. +204'-6" 15' 15' TYP. ℄ RAMP MIN. 7' CLR. 1 SG.8 2 SG.8 1 SG.7 1 SG.7 3 SG.8 4 SG.8 7 SG.6 2 SG.7 ELEVATOR PV MODULES, TYP. W12x40 COLUMN, TYP. W21x44, TYP. PURLINS, TYP. T.O.S. +204'-6" 15' 15' TYP. ℄ RAMP MIN. 7' CLR. 7 SG.8 2 SG.8 1 SG.7 1 SG.7 3 SG.8 4 SG.8 2 SG.7 2 SG.7 TYP.1 SG.8 MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 1 0 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.4CROSS SECTIONS 1 CROSS SECTION @ LINE 5 1/8" = 1'-0" 3 CROSS SECTION @ LINE 9 1/8" = 1'-0" 2 CROSS SECTION @ LINE 6, 7, & 8 1/8" = 1'-0" D A C F D A C F D A C F 11/22/2021, 8:23:13 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 PV MODULES, TYP. W12x40 COLUMN, TYP. TYP. W21x44, TYP. PURLINS, TYP. T.O.S. +204'-6" 15' 15' TYP. ℄ RAMP MIN. 7' CLR. 1 SG.8 2 SG.8 1 SG.6 3 SG.8 4 SG.8 2 SG.7 2 SG.7 PV MODULES, TYP. W12x40 COLUMN, TYP. TYP. W21x44, TYP. PURLINS, TYP. T.O.S. +204'-6" 15' TYP. ℄ RAMP MIN. 7' CLR. 1 SG.8 2 SG.8 1 SG.6 3 SG.8 4 SG.8 2 SG.7 2 SG.7 PV MODULES, TYP. W12x40 COLUMN, TYP. W21x44, TYP. TYP.PURLINS, TYP. 20' T.O.S. +204'-6" TYP. MIN. 7' CLR. 1 SG.8 2 SG.8 1 SG.7 6 SG.6 3 SG.8 4 SG.8 PV MODULES, TYP. W12x40 COLUMN, TYP. W21x44, TYP. TYP. PURLINS, TYP. 20' T.O.S. +204'-6" TYP.MIN. 7' CLR. 1 SG.8 2 SG.8 1 SG.7 6 SG.6 3 SG.8 4 SG.8 PV MODULES, TYP. W12x40 COLUMN, TYP. W21x44, TYP. TYP. 20' PURLINS, TYP. T.O.S. +204'-6" TYP. TYP. MIN. 7' CLR. 1 SG.8 2 SG.8 1 SG.6 3 SG.8 4 SG.8 MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 1 0 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.5 CROSS SECTIONS 1 CROSS SECTION @ LINE 10 1/8" = 1'-0" 2 CROSS SECTION @ LINE 11 1/8" = 1'-0" 3 CROSS SECTION @ LINE 12 & 13 1/8" = 1'-0" 4 CROSS SECTION @ LINE 14 1/8" = 1'-0"5 CROSS SECTION @ LINE 15 1/8" = 1'-0" D A C F DA C A C A C A9 C 11/22/2021, 8:23:13 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 1 STEEL COLUMN TO TOP OF (E) CONC. COLUMN DTL 1" = 1'-0" COLUMN 7/8"Ø F1554 GRADE 55 GALV. THRD'D ROD SET IN HILTI HIT HY200 EPOXY. DOUBLE NUT FOR LEVELING W/ WASHERS ON TOP SIDE 3" MAX. STRUCTURAL NON-SHRINK GROUT 17-1/2" EMBED (E) CONC. COLUMN 45.0° COLUMN B.P.1/4" 4 SADDLE BRACKET CONNECTION, TYP. @ LINE A 1" = 1'-0" COLUMN (E) CONC. COLUMN 32" ~26", V.I.F. 1"Ø THRD'D ROD 8" EMBED IN HILTI HIT HY200 ⅊1/2"x20"x32" SIDE PLATES 4" MAX STRUCTURAL NON-SHRINK GROUT 4" ⅊1-1/2"x22"x28" TOP PLATE COLUMN 4" MAX STRUCTURAL NON-SHRINK GROUT COLUMN B.P. ⅊2" WELD PLATE W/ STUDS PER 3/SG.6 1-1/8"Ø HOLES FOR A.B. SADDLE SIDE PLATES 5" 5" 5" 5" 4" (E) CONC. COLUMN 4" 28" 1/4" WELD B.P. TO SADDLE COLUMN B.P. ⅊2" WELD PLATE W/ STUDS PER 3/SG.6 1/4"TYP. ⅊1-1/2"x22"x28" TOP PLATE NOTE: VERIFY CONCRETE WALL THICKNESS @ SADDLE LOCATIONS IS 10" PRIOR TO FABRICATING COLUMNS OR SADDLES 3 WELD PLATE 1" = 1'-0" 9" OR 13" 412" 1'-1" 9" 412" 412" PLAN VIEW 2" 212" TAP HOLES TO THREAD STUDS INTO 7/8"Ø F1554 GRADE 105 THRD'D ROD STUDS. STOP STUD 1/8" FROM BOTTOM OF PLATE TO ALLOW FOR FILLET WELDS ⅊2" ELEVATION VIEW 1/8"TYP. 1/8"TYP. 5 SADDLE BRACKET CONNECTION, TYP. @ COLUMNS C1 AND D1 1" = 1'-0" COLUMN (E) CONC. SHEAR WALL ~12", V.I.F. 7/8"Ø THRD'D ROD, thru-bolt ⅊1/2"x48"x32" SIDE PLATES 4" MAX STRUCTURAL NON-SHRINK GROUT 4" COLUMN B.P. ⅊1-1/2"x14"x49 TOP PLATE ⅊2" WELD PLATE W/ STUDS PER 3/SG.6 COLUMN 4" MAX STRUCTURAL NON-SHRINK GROUT COLUMN B.P. SADDLE TOP PLATE ⅊2" WELD PLATE W/ STUDS PER 3/SG.6 1"Ø HOLES FOR A.B. SADDLE SIDE PLATES 3" 1'-9" 1'-9" (E) CONC. SHEAR WALL 4" 1'-4" NOTE: VERIFY CONCRETE WALL THICKNESS @ SADDLE LOCATIONS IS 10" PRIOR TO FABRICATING COLUMNS OR SADDLES 1/4" WELD B.P. TO SADDLE 1/4" TYP. 1/4"TYP. 1' 3" 6 COLUMN - TO - BEAM DECK PLATE CONNECTION (USE @ LINE C WHERE COLUMN IS BELOW DECK 1" = 1'-0" (E) DRIVE SLAB 4" MAX STRUCTURAL NON-SHRINK GROUT 5" - 8" 24", V.I.F. 3" MAX, TYP. 6" ⅊3/8" GUSSET EA. SIDE COLUMN COLUMN B.P. ⅊2" WELD PLATE W/ STUDS PER 3/SG.6 ⅊1-1/2"x27" WIDE DECK ⅊ 2" 1" MAX STRUCTURAL NON-SHRINK GROUT EPOXY A.B. TO SLAB W/ HILTI HIT HY-200 1/4" GUSSETS TO ⅊'S (E) CONC. BEAM 1 4" COLUMN COLUMN B.P. ⅊2" WELD PLATE W/ STUDS PER 3/SG.6 ⅊1-1/2"x27" WIDE DECK ⅊ OPTIONAL NUT ON TOP OF SLAB & UNDER B.P. FOR LEVELING 212"212" (E) CONC. BEAM ⅊3/4"x5"x6" ⅊3/4"x6" WIDE 5" - 8" 4" MAX STRUCTURAL NON-SHRINK GROUT (E) DRIVE SLAB 7/8"Ø F1554 GR 55 RODS ⅊3/8" GUSSET EA. SIDE 1" MAX STRUCTURAL NON-SHRINK GROUT 1/4" 1" MAX STRUCTURAL NON-SHRINK GROUT 1/4" TYP. 12" ~12", V.I.F. 3/8"⅊ TO ⅊ ⅊1/2" (E) CONC. 1"x2" SLOTTED HOLE 3/8" GUSSETS ℄ A A A - A * CONTRACTOR TO VERIFY DECK ⅊ DIMS (E) CONC. COLUMN 2 1 ⅊1/2"X6" WIDE PLATE EA. SIDE 2 TYPICAL BASE PLATE CONNECTION DETAIL 1" = 1'-0" 4" 412" 4" 2" 412" 2" W12x40 COLUMN ⅊1"x8.5"12.5" 1-1/8"Ø HOLES FOR A.B. PLAN VIEW 1/4" ⅊1"x8.5"12.5" ELEVATION VIEW W12x40 COLUMN 7 COLUMN BRACKET @ RAMP - USE AT COLUMNS C6, C7, & C8 1" = 1'-0" 4" MAX STRUCTURAL NON-SHRINK GROUT 3" MAX, TYP. 6" COLUMN COLUMN B.P. ⅊1-1/2" x 36" x 28" TOP PLATE 212" EPOXY A.B. TO SLAB W/ HILTI HIT HY-200 BEAM SADDLE AS IN 6/SG.6 COLUMN ⅊2" WELD PLATE W/ STUDS PER 3/SG.6OPTIONAL NUT ON TOP OF SLAB & UNDER B.P. FOR LEVELING 212"212" (E) CONC. BEAM ⅊3/4"x5"x6" ⅊3/4"x6" WIDE 4" MAX STRUCTURAL NON-SHRINK GROUT 7/8"Ø F1554 GR 55 RODS ⅊3/8" GUSSET EA. SIDE 1" MAX STRUCTURAL NON-SHRINK GROUT 1" MAX STRUCTURAL NON-SHRINK GROUT 1/4" TYP. 12" ~16 @ TOP.", V.I.F. (E) SHEAR WALL 2 1 ⅊1/2"X6" WIDE PLATE EA. SIDE 2" 7/8" F1554 GR 55 THRD'D ROD EMBEDDEN IN CONC. W/ HILTI HIT HY-200 8" EMBED IN HILTI HIT HY200 4" 1-1/2"Ø F1554 GR 55 RODS BRACKET TO CONC. COLUMN AS IN 2/SG.7. ATTACH AT OF CONC. COLUMN 7/8" F1554 GR 55 THRD'D ROD W/ HILTI HIT HY-200 INTO CONC. COLUMN. DRILL HOLES IN TOP PLATE IN FIELD. 7/8"Ø F1554 GR 55 RODS ~14" @ BOTT., V.I.F. ⅊1-1/2" x 36" x 28" TOP PLATE (E) CONC. COL. 8" EMBED IN HILTI HIT HY200 ELEV @ BOTT. OF CONCRETE BEAM DOUBLE NUT WHERE SHOWN 8 TOP PLATE @ COLUMNS C6, C7, & C8 1" = 1'-0" 28" 36" 2" 2" 2" 2" ℄ 412" 412" 1-5/8" Ø HOLE FOR 1-1/2"Ø ROD 212" 1"Ø HOLES FOR A.B. FROM STEEL COLUMN, FIELD DRILLED, TYP. 0F 4 1" Ø HOLES FOR 7/8"Ø ROD TOP PLATE: ⅊1-1/2" x 36" x 28" MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 1 0 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.6CONC. ANCHORAGE DETAILS 11/22/2021, 8:23:13 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 1 DECK PLATE CONNECTION @ LINES A AND F WHERE COLUMN IS BELOW DRIVE SLAB 1" = 1'-0" * CONTRACTOR TO VERIFY DECK ⅊ DIMS 4" MAX STRUCTURAL NON-SHRINK GROUT 5" - 8" ~20", V.I.F. (E) CONC. COLUMN SIDE BRACKET 2" 8" EMBED IN HILTI HIT HY200 4" MAX STRUCTURAL NON-SHRINK GROUT 5" - 8" 14" @ BOTT. V.I.F. (E) DRIVE SLAB (E) CONC. BEAM SADDLE BRACKET 1" MAX STRUCTURAL NON-SHRINK GROUT 1/4"TYP. COLUMN COLUMN B.P. ⅊2" WELD PLATE W/ STUDS PER 3/SG.6 COLUMN COLUMN B.P. ⅊2" WELD PLATE W/ STUDS PER 3/SG.6 ⅊1-1/2"x22"x30" DECK PLATE ⅊1-1/2"x22"x30" DECK PLATE A - A 1" MAX STRUCTURAL NON-SHRINK GROUT 1/4" 21 2"21 2" ⅊3/8" GUSSET EA. SIDE 3" 1' 5" - 8" 3" MAX, TYP. 6" 2"⅊1-1/2"x22"x30" DECK PLATE ~20", V.I.F. 3" 1' A A B B B - B 1'-6" MIN. 1" MAX STRUCTURAL NON-SHRINK GROUT COLUMN COLUMN B.P. ⅊2" WELD PLATE W/ STUDS PER 3/SG.68" 11 2" 7/8"Ø F1554 GR 55 THRD'D ROD (E) DRIVE SLAB EPOXY A.B. TO SLAB W/ HILTI HIT HY-200 (E) CONC. COLUMN SIDE BRACKET AS IN 7/SG.6 (E) 6" SPANDREL BEAM SADDLE AS IN 6/SG.6 OPTIONAL NUT ON TOP OF SLAB & UNDER B.P. FOR LEVELING 2 1 16" @ TOP V.I.F. 1 4" 3" 2 COLUMN BRACKET @ RAMP 1" = 1'-0" ⅊1/2" (E) CONC. 1-5/8"x2" SLOTTED HOLE 3/8" GUSSETS ℄ A - A ⅊2"x12-1/2"x36" DECK PLATE COLUMN (E) CONC. COLUMN 1/4" 2" MAX STRUCTURAL NON-SHRINK GROUT 1"Ø HOLES FOR A.B. ⅊1/2"x8"x21" ⅊3/4"x6"x8" ⅊3/8" GUSSET EA. SIDE DECK PLATE 2" MAX STRUCTURAL NON-SHRINK GROUT 7/8" F1554 GR 55 THRD'D ROD EMBEDDEN IN CONC. W/ HILTI HIT HY-200 A A 3/8"⅊ TO ⅊ (E) CONC. COLUMN 3 1 8" EMBED IN HILTI HIT HY200 ELEV @ BOTTOM OF CONC. BEAM 3" 6" 6" 6" B BB B 8" EMBED IN HILTI HIT HY200 31" 41 2" 8" COLUMN 1"Ø HOLES FOR A.B., TYP. B - B 1-5/8"Ø HOLES FOR 1-1/2" ROD, TYP. OF 21-1/2" F1554 GR 55 THRD'D ROD ~24", V.I.F. 7/8" F1554 GR 55 THRD'D ROD W/ HILTI HIT HY-200 DECK PLATE DOUBLE NUT WHERE SHOWN DOUBLE NUT WHERE SHOWN MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 1 0 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.7CONC. ANCHORAGE DETAILS 11/22/2021, 8:23:13 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 5 L-BRACKET DETAIL 1-1/2" = 1'-0" 9 16"Ø x 1-1/4" SLOTS, TYP. MATERIAL: 10 GA, 50 KSI GALVANIZED STEEL 11 4"1 1 4" 5" 2" 3" 5" 11 4" 2 1 2" 11 4" 11 2" 11 2" 2" 3" 11 2" 11 2" 9 16"Ø x 1" SLOTS, TYP. 21 2" 1 W21x44 BEAM-TO-COLUMN CONNECTION DETAIL 1" = 1'-0" STIFFENER PLATES EACH SIDE OF WEB & FULL FLANGE WIDTH, ALIGN W/ COL. FLANGE BELOW. USE ⅊ 3/4" @ W21x44 BEAMS BEAM BEAM ⅊1"x8.5"x24" W12x40 COLUMN ⅊1"x8.5"x24" W12x40 COLUMN 7" 7" 7" 11 2"11 2" (8) A325 W/ WASHERS. USE 3/4"Ø @ W21x44 BEAMS 11 2" 1 1 2" (8) A325 W/ WASHERS. USE 3/4"Ø @ W21x44 BEAMSCJP ⅊TO POST 1/2"TYP. 6 BEAM-TO-BEAM SHEAR TAB CONNECTION DETAIL 1" = 1'-0" 1" 11 2" 4" CARRIER BEAM ⅊3/8" EA. SIDE SUPPORTED BEAM12" 1 2" (4) 13/16"Ø HOLES FOR 3/4"Ø A325N BOLTS 11 2" 11 2" EDGE OF SUPPORTED BEAM EDGE OF SHEAR TAB PLATE 4" 4" NOTE: STIFFENER PLATE ATTACHING TO BEAM MUST BUMP OUT TO 3-1/2" WIDE AT SUPPORTED BEAM WEB. 1/4"TYP. 11 2" 41 2" 1'-31116" 41 2" 11 2" BEAM ⅊1"x7"x27-11/16", TYP. OF 2. ⅊1"x7-1/2"x27-11/16", TYP. OF 2. (8) 15/16"Ø HOLES FOR BOLTS (8) 7/8"Ø A325 W/ WASHERS 2 W21x44 BEAM SPLICE DETAIL 1" = 1'-0" 11 2" 41 2" 1'-311 16" 41 2" 11 2" BEAM CJP 1 1 2" 11 2" 3 PURLIN TO RAFTER CONNECTION DETAIL 1-1/2" = 1'-0" TOP OF RAFTER AC-237 DOWNHILL PURLIN CLIP AC-235 UPHILL PURLIN CLIP 67 8" 4" 1 3 8" 1 3 8" 4" 2116" 11 2" 11 2" PURLIN PV MODULE PURLIN PV MODULE 1'-01 4"77 16" 11 2" 3" 11 2" 6" ⅊ 5/16"x6-1/2" WIDE BENT PLATE 1" 4" 1 3 4" 3" 61 2" 1" UPHILL PURLIN CLIP 9/16"Ø x 1" SLOTS (TYP.) GUSSET: 1/4" PLATE 9/16"Ø x 1-1/4" SLOTS (TYP.) GUSSET: 1/4" PLATE DOWNHILL PURLIN CLIP 1" 4" 1 3 4" 3" 61 2" 1 3 4" 9/16"Ø x 1" SLOTS (TYP.) 9/16"Ø x 1-1/4" SLOTS (TYP.) (4) 1/2"Ø A307 BOLTS W/ WASHERS EACH SIDE, CLIP TO BEAM TOP FLANGE (4) 1/2"Ø A307 BOLTS W/ WASHERS EACH SIDE (4) 1/2"Ø A307 BOLTS W/ WASHERS EACH SIDE TOP OF RAFTER (2) 1/2"Ø A307 BOLTS W/ WASHERS EACH SIDE, CLIP TO BEAM TOP FLANGE (4) 1/2"Ø A307 BOLTS W/ WASHERS EACH SIDE, CLIP TO BEAM TOP FLANGE 1 3 4" 1 3 4" 3" 11 2"3" 11 2" (2) 1/2"Ø A307 BOLTS W/ WASHERS EACH SIDE, CLIP TO BEAM TOP FLANGE 1 3 4" 1 3 4" 3" 11 2"11 2" ⅊ 5/16"x6-1/2" WIDE BENT PLATE 4 ALTERNATIVE WELDED PURLIN TO RAFTER CONNECTION DETAIL 1-1/2" = 1'-0" TOP OF RAFTER PURLIN PV MODULE PURLIN PV MODULE138" 4" 67 8" 1 3 8" 4" 61 2" UPHILL PURLIN CLIP 1/2"Ø A307 W/ WASHERS EA. SIDE ⅊5/16" 1/8"1/8" 13 8" 4" ⅊5/16" x 6-1/2 x 12-1/4" ⅊5/16" x 6-1/2 x 7-7/16" 1 3 8" 4" 61 2" DOWNHILL PURLIN CLIP 1/8" ⅊5/16" 1/2"Ø A307 W/ WASHERS EA. SIDE ⅊5/16" (4) 1/2"Ø A307 BOLTS WITH WASHERS EACH SIDE, CLIP TO PURLIN 2116" 2 1 3" 1 3 4" 1 3 4" 3" GUSSET: 1/4" PLATE 7 W21x44 BEAM-TO-COLUMN CONNECTION DETAIL @ COLUMN A9 1" = 1'-0" STIFFENER PLATES EACH SIDE OF WEB & FULL FLANGE WIDTH, ALIGN W/ COL. FLANGE BELOW. USE ⅊ 3/4" @ W21x44 BEAMS BEAM BEAM ⅊1"x8.5"x21.5" W12x40 COLUMN ⅊1"x9"x224" W12x40 COLUMN 53 4" 7" 53 4" 11 2" 11 2" (8) A325 W/ WASHERS. USE 3/4"Ø @ W21x44 BEAMS 11 2" 11 2" (8) A325 W/ WASHERS. USE 3/4"Ø @ W21x44 BEAMSCJP ⅊TO POST 1/2"TYP. MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 2 / 2 0 2 1 AH J S U B M I T T A L S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 1 0 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.8STEEL CONNECTION DETAILS 11/22/2021, 8:23:13 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 2 ROD BRACING @ BEAMS 1" = 1'-0" 3/4"Ø ROD BRACING 3" T.O.B. PLAN VIEWSECTION * INSTALL AFTER PURLINS + BRACED FRAMES, BUT BEFORE SOLAR MODULES HEX-NUT W/ FLAT WASHER 3/4"Ø ROD BRACING HILLSIDE WASHER HEX-NUT W/ FLAT WASHER HILLSIDE WASHER BEAM BEAM 6" 1 ROD BRACING @ COLUMNS N.T.S. (E) CONC. COLUMN BEAM (E) CONC. COLUMN BEAM 3/4"Ø ROD BRACING W10x19 6" 6" COLUMNCOLUMN * INSTALL AFTER PURLINS + BEFORE BEAM LEVEL ROD BRACING HEX NUT, FLAT WASHER, HILLSIDE WASHER, TYP.A A ⅊1/2"X12" TALL, FULL DEPTH WEB DOUBLER EACH SIDE OF COLUMN WEB @ BRACING LOCATION, TYP. A A 3/4"Ø ROD BRACING, TYP. A - A COLUMN ⅊1/2"X12" TALL, FULL DEPTH WEB DOUBLER EACH SIDE 3" 3" HILLSIDE WASHER, FLAT WASHER, & HEX NUT, TYP. STIFFENER PLATE SHOWN BEYOND ⅊1/2" FULL DEPTH STIFFENER PLATES EACH SIDE OF COLUMN @ BRACING LOCATION, TYP. ADJACENT BRACED BAY WHERE OCCURS 3 FLANGE BRACE 1" = 1'-0" PURLIN (3) 1 4"Ø TEK 12"Ø A307 L2x2x1/8 RAFTER 1/4" 4"45.0° ⅊5 16" STIFFENER 1 4"1 4" 3" 3" NOTE: ANGLE LOCATIONS ARE AT PURLIN LOCATIONS AS SHOWN IN THE ELEVATIONS ON SHEETS SG.3 THRU SG.5. 6 PURLIN END TRACK DETAIL 1" = 1'-0" PURLIN (2) 14" TEK SCREW, TOP & BOTTOM END TRACK 4 PURLIN BLOCKING DETAIL 1" = 1'-0" (2) 1/2"Ø x 2" LONG A307'S @ BLOCKING W/ WASHERS @ BOTH SIDES (GALV) CEE BLOCKING PURLIN (2) 1/2"Ø x 2" LONG A307'S @ PURLIN W/ WASHERS @ BOTH SIDES (GALV) L-BRACKET @ BOTH SIDES PER DETAIL 5/SG.8 1", TYP. 2" EDGE DISTANCE BOLT TO END OF BLOCKING, TYP. TYPICAL 1/2" DIA. BOLT & WASHER REQUIREMENTS (UNLESS NOTED OTHERWISE) WASHER BOLT HEAD SLOT WASHER NUT SLOT TO SLOT CONNECTIONS WASHERS ARE REQUIRED OVER ANY SLOT SLOT 7 TYPICAL WASHER REQUIREMENTS N.T.S. 5 PURLIN SPLICE DETAIL 1-1/2" = 1'-0" PURLIN PURLIN SPLICE 600S200-68, Fy = 55 PLACE AT MID-HEIGHT OF PURLIN PURLIN PURLIN SPLICE 31 2" 3" 31 2" 11 4" 4" 1 1 4" EQ. EQ. 1/2" Ø A307 BOLTS 2" 2" ℄ 1/2" 13 4"13 4" ⅊1/2" EACH SIDE GIRDER W10x19 (2) 13/16"Ø HOLES FOR 3/4"Ø A325N BOLTS WHERE ANOTHER BEAM OCCURS, THIS STIFFENER TO MATCH RIGHT SIDE 1 12" 112" MU L L E R C O M P A N Y 26 7 7 N . M A I N S T . , S A N T A A N A , C A 9 2 7 0 5 1 1 / 1 7 / 2 0 2 2 PL A N C H E C K # 4 S E T MA I N S T . T O W N C E N T E R PH O N E : ( 7 6 0 ) 5 6 5 - 7 2 8 0 20 0 H A R B O R S I D E D R I V E , S U I T E 2 0 0 SC H E N E C T A D Y , N Y 1 2 3 0 5 (5 1 8 ) 9 4 9 - 0 1 6 5 1 0 3 6 0 C A R E Y D R . GR A S S V A L L E Y , C A 9 5 9 4 5 (5 3 0 ) 8 3 8 - 5 3 5 8 SG.9STEEL CONNECTION DETAILS TYP.1/4" WEB DBLR TO COLUMN, TYP. 1/4" STIFFENER TO COLUMN 1/4" 1 1 1 2 11/18/2022, 6:51:49 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R COVER SHEET G-100 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D DRAWINGS INDEX SHEET NO. SHEET TITLE G-100 COVER SHEET G-101 LEGEND E-100 OVERALL SITE PLAN E-101 PV ARRAY PLAN E-102 EQUIPMENT SITE PLAN E-103 PHOTOMETRICS PLAN E-104 PHOTOMETRICS PLAN E-201 GROUNDING LAYOUT E-301 STRINGING LAYOUT E-400 SINGLE LINE DIAGRAM E-401 ELECTRICAL CALCULATION E-500 DETAILS E-501 DETAILS E-600 PV LABELS E-700 DATA SHEET E-701 DATA SHEET MULLER COMPANY - MAIN ST. TOWN CENTER 2677 N. MAIN STREET SANTA ANA, CA 92705 981.30 KW DC STC/ 837.40 KW AC GRID-INTERACTIVE PHOTOVOLTAIC SYSTEM REGIONAL MAP AERIAL MAP PROJECT INFORMATION NAME MULLER COMPANY- MAIN ST TOWN CENTER DESCRIPTION CANOPY SOLAR ARRAY ADDRESS 2677 N. MAIN ST CITY SANTA ANA STATE CA ZIP 92705 SIMPLE ADDRESS 2677 N. MAIN ST, SANTA ANA, CA, 92705 GEO LOCATION 33.775769°, -117.864137° UTILITY SOUTHERN CALIFORNIA EDISON (SCE) PERMITTING AUTHORITY CITY OF SANTA ANA BUILDING CODE 2019 CALIFORNIA BUILDING CODE (CBC) BASE ELECTRIC CODE 2017 NATIONAL ELECTRIC CODE (NEC) AS AMENDED BY THE 2019 CALIFORNIA ELECTRIC CODE (CEC) OCCUPANCY CLASSIFICATION CATEGORY II WIND SPEED (MPH) 95 WIND EXPOSURE CATEGORY C GROUND SNOW LOAD (PSF) 0 SEISMIC UTILIZE ASCE 7-16, CLASS D MAX HOT TEMP (°C) 37.0 MIN COLD TEMP (°C) -2 CONTACT INFORMATION DSD DEVELOPER JASON CHIANG 917.981.1381 DSD PROJECT MANAGER THOMAS REAGAN 760.305.3040 DSD PROJECT ENGINEER JOSHUA TROGLIN 518.704.5106 CUSTOMER MULLER COMPANY ELECTRICAL ENGINEER FARSHID JAVIDKIA 857.260.9448 MODULE INFORMATION MODULES MODULE A MODULE B MAKE HANWHA HANWHA MODEL Q.PEAK DUO L-G8.2 415 Q.PEAK DUO L-G8.2 430 QUANTITY 1746 597 POWER RATING (W) 415 430 Vmp (V) 40.77 41.70 Imp (A) 10.18 10.31 Voc (V) 48.59 49.33 Isc (A) 10.69 10.83 TEMP. COEFF. (%/°C) -0.27 -0.27 SUB DC RATING (KW) 725 256.71 TOT DC RATING (KW) 981.30 INVERTER INFORMATION INVERTERS INVERTER A INVERTER B INVERTER C MAKE SMA SMA SMA MODEL SUNNY TRIPOWER CORE1 62-US SUNNY TRIPOWER CORE1 50-US SUNNY TRIPOWER CORE1 33-US QUANTITY 11 1 3 POWER RATING (KW) 62.5 50.0 33.3 MAX INPUT V 1000 1000 1000 OUTPUT V 480 480 480 OUTPUT A 80 64 40 SUB AC RATING (KW) 687.50 50.00 99.90 TOT AC RATING (KW)837.40 RACKING INFORMATION RACK RACK #1 RACK #2 MAKE CANOPY CANOPY MODEL MONO SLOPE MONO SLOPE TILT 3°5° AZIMUTH 271°, 91°271° N N 2677 N. MAIN STREET 2677 N. MAIN STREET Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 A.9 CP1 9 8 7 6 5 1 15 14 13 12 11 10 4 3 2 C D A B E F SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 1 0 / 1 1 / 2 1 PE R M I T AD S AJ N 2 1 1 / 9 / 2 1 PE R M I T AD S BF A-101 ENLARGED GARAGE SITE PLAN 11/18/2021, 4:08:04 PM As design professional in responsible charge. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R LEGEND G-101 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D GENERAL NOTES LEGEND PV MODULE CIRCUIT BREAKER (E) GROUND ROD GROUND CONDUCTOR KEYED NOTE METER FUSED AC DISCONNECT UNFUSED AC DISCONNECT REFERENCE NOTE (E) EXISTING (N) NEW EGC EQUIPMENT GROUNDING CONDUCTOR GEC GROUNDING ELECTRODE CONDUCTOR TYP. TYPICAL TBD TO BE DETERMINED M X ELECTRICAL NOTES ABBREVIATIONS 1. INVERTERS ARE LISTED, IN COMPLIANCE WITH UL 1703 & UL 1741-SA AND INSTALLED PER THEIR MANUFACTURE REQUIREMENT 2. A GROUND FAULT DETECTION AND INTERRUPT (GFDI) DEVICE IS INTEGRATED WITH THE INVERTER(S) IN ACCORDANCE WITH CEC 690.35(C) FOR UNGROUNDED SYSTEMS, AND WITH CEC 690.5(A) FOR GROUNDED SYSTEMS. 3. DC ARC FAULT PROTECTION IS INTEGRATED WITH THE INVERTER(S) IN ACCORDANCE WITH CEC 690.11. 4. ELECTRICAL EQUIPMENT INSTALLED SHALL BE LISTED, LABELED OR CERTIFIED FOR ITS USE BY A NATIONALLY RECOGNIZED TESTING LABORATORY 5. ALL ELECTRICAL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED. 6. CIRCUIT BREAKERS, AC DISCONECT SWITCHES, LOAD CENTERS, PANELBOARDS AND SERVICE PANELS SHALL BE SUITABLE FOR BACKFEED. 7. ANY AC DISTRIBUTION PANEL USED TO COMBINE PV INVERTER OUTPUT CIRCUITS AND SERVE PV RELATED LOADS IS ONLY FOR THAT PURPOSE. NO ADDITIONAL LOADS MAY BE ADDED. 8. DISCONNECT SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED, THE CONDUCTORS REMAINING LIVE ARE CONNECTED TO THE TERMINALS MARKED "LINE SIDE" (TYPICALLY THE UPPER TERMINALS). 9. JUNCTION BOXES SHALL BE ADDED TO THOSE EXPLICITLY SHOWN ON THE PLANS AS REQUIRED FOR WIRING INSTALLATION. BENDS IN CONDUITS BETWEEN BOXES SHALL NOT EXCEED 360 DEGREES. 10.ALL JUNCTION BOXES SHALL BE MOUNTED IN ACCESSIBLE LOCATIONS. 11.ALL CONDUCTORS FOR THE PV SYSTEM SHALL BE COPPER UNLESS OTHERWISE NOTED. 12.ALL DC CONDUCTORS SHALL BE RATED TO 1,000VDC MINIMUM. 13.CONDUCTORS PERTAINING TO THE PV SYSTEM SHALL NOT ENTER OR EXIT UTILITY RESERVED COMPARTMENTS OF THE MAIN SERVICE PANEL. 14.ALL EXPOSED WIRING RUNNING BELOW THE PV MODULES AND/OR ALONG THE MOUNTING SYSTEM SHALL BE SUPPORTED BY STAINLESS STEEL CABLE CLIPS, UV RATED ZIP TIES OR EQUAL. WIRING SHALL BE SECURED TO PREVENT CONTACT WITH THE ROOF SURFACE, THE BACK OF THE PV MODULE AND ANY SHARP EDGES. 15.AC CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208/120VAC 3PH4W 480/277VAC 3PH 4W 240/120VAC 1PH 3W A: BLACK A: BROWN A: BLACK B: RED B: ORANGE B: RED C: BLUE C: YELLOW N: WHITE N: WHITE N: GRAY EG: GREEN EG: GREEN EG: GREEN 16.DC CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: UNGROUNDED NEG. GROUNDED POS. GROUNDED (+): RED (+): RED (+): WHITE (-): BLACK (-): WHITE (-): BLACK EG: GREEN EG: GREEN EG: GREEN 17.RACEWAY SIZES AS SPECIFIED ARE MINIMUMS AND MAY BE INCREASED IN SIZE. 18.ROUTING OF RACEWAYS AS SHOWN ON PLANS IS APPROXIMATE AND SHALL BE FIELD ADJUSTED AS NECESSARY TO ACCOMMODATE EXISTING CONDITIONS. 19.CONDUITS TERMINATED IN PV INVERTERS SHALL USE MANUFACTURER PROVIDED CONDUIT ENTRY POINTS. 20.ALL EXPOSED BUILDING MOUNTED EMT SHALL HAVE RAIN TIGHT COMPRESSION CONNECTORS AND COUPLINGS. 21.RACEWAYS CROSSING STRUCTURAL SEPARATIONS SHALL BE CONSTRUCTED WITH A FLEXIBLE CONNECTION AND ABLE TO ACCOMMODATE THE CALCULATED DIFFERENTIAL MOTION DURING EARTHQUAKES PER SHEET S301 DETAIL 6. 22.CONDUIT BENDS SHALL NOT SIGNIFICANTLY CHANGE THE INTERIOR DIAMETER OF THE RACEWAY. 23.FIELD CUT CONDUITS SHALL BE CUT SQUARE AND DEBURRED. 24.CONDUIT STUBS FOR DC SOURCE CIRCUIT CONDUCTORS SHALL BE STUBBED UNDER THE ARRAY AND INCORPORATE SEALED END FITTINGS. 25.ANY DC PV CONDUCTORS LOCATED INSIDE A BUILDING SHALL BE INSTALLED IN METAL RACEWAYS AND ENCLOSURES. 26.ANY RACEWAYS INSTALLED INSIDE AND PARALLEL TO THE ROOF DECK SHALL HAVE 18" MINIMUM CLEARANCE BELOW THE ROOF DECK. 27.EXPOSED NON-CURRENT CARRYING METAL PARTS OF PV MODULE FRAMES, EQUIPMENT AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136(A) REGARDLESS OF VOLTAGE. 28.PV MODULES SHALL BE GROUNDED PER THE MANUFACTURER'S INSTRUCTIONS. 29.EQUIPMENT GROUNDING & BONDING CONDUCTORS SHALL BE COPPER, MINIMUM #10 AWG. EXPOSED GROUNDING AND BONDING CONDUCTORS SHALL BE UNINSULATED. IF SUBJECT TO DAMAGE, MINIMUM #6 AWG. 30.ANY METALLIC RACEWAYS CONTAINING A GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT BOTH ENDS VIA A LISTED BOND BUSHING PER CEC 250.64(E). 31.ANY GROUNDING ELECTRODE CONDUCTORS SHALL BE INSTALLED PER CEC 250.64. 32.ANY CONDUITS BELOW 8' FROM FLOOR LEVEL SHALL BE RMC PER CODE. 33.EXPANSION FITTING IS REQUIRED EVERY 100'. 34.COLD SHRINK SPLICES ONLY ALLOWED IF APPROVED BY ENGINEER. 35.USE LISTED RAIN TIGHT CONNECTORS ,SEAL ALL OTHER ELECTRICAL CONNECTION WITH WATER RESISTANT CAULKING , MYERS HUBS FOR ALL ENCLOSURE PENETRATION. 36.ALL DC WIRES HOMERUN FOR CARPORT AND GROUND MOUNT SHALL BE RUN IN WEATHER HEAD , ALL WEATHER HEAD SHALL BE PROPERLY SEALED. (+) POSITIVE (-) NEGATIVE A AMPS, AMPERES AC ALTERNATING CURRENT ADA AMERICANS WITH DISABILITIES ACT AF AMP FRAME, AMP FUSE AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING RATING AL ALUMINUM APPROX APPROXIMATE AS AMP SWITCH ASSOC ASSOCIATION AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AVG AVERAGE AWG AMERICAN WIRE GAUGE BKR CIRCUIT BREAKER BLDG BUILDING CONC CONCRETE C CONDUIT CB CIRCUIT BREAKER CBC CALIFORNIA BUILDING CODE CEC CALIFORNIA ELECTRIC CODE CFC CALIFORNIA FIRE CODE CKT CIRCUIT CL CENTER LINE CMU CONCRETE MASONRY UNIT COMM COMMUNICATION(S) CONC CONCRETE CSFM CALIFORNIA STATE FIRE MARSHAL CT CURRENT TRANSFORMER CTR CENTER CU COPPER DISCO DISCONNECT DAS DATA ACQUISITION SYSTEM DC DIRECT CURRENT DET DETAIL DIA DIAMETER DIM DIMENSION DISCO DISCONNECT DWG DRAWING (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR EG EQUIPMENT GROUND EGC EQUIPMENT GROUNDING CONDUCTOR ELEC ELECTRIC, ELECTRICAL ELEV ELEVATION EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NON-METALLIC TUBING EXT EXTERIOR F FUSE, FUSED FIN FINISH FL FLOOR FR FRAME FT FEET G GROUND GALV GALVANIZED GC GENERAL CONTRACTOR GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTION HDG HOT DIP GALVANIZED HH HANDHOLE HZ HERTZ IMC INTERMEDIATE METAL CONDUIT IMP MAX POWER OPERATING CURRENT IN INCHES ISC SHORT CIRCUIT CURRENT J/JB JUNCTION BOX JST JOIST kAIC KILOAMPERE INTERRUPTING RATING kCMIL THOUSAND CIRCULAR MILS kV KILOVOLTS kVA KILOVOLT-AMPERES kW KILOWATTS kWh KILOWATTS-HOURS LBS POUNDS LF LINEAR FEET LV LOW VOLTAGE M METERS MAX MAXIMUM MCB MAIN CIRCUIT BREAKER MFR MANUFACTURER MIN MINIMUM MLO MAIN LUGS ONLY MSB MAIN SERVICE BOARD MV MEDIUM VOLTAGE NEU NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEG NEGATIVE NEM NET ENERGY METER NEMA NATIONAL ELECTRICAL MFR ASSOC NF NON-FUSED NFPA NATIONAL FIRE PROTECTION ASSOC NO NORMALLY OPEN, NUMBER NRTL NATIONALLY RECOGNIZED TESTING LAB NTS NOT TO SCALE OC ON CENTER OCPD OVERCURRENT PROTECTION DEVICE OH OVERHEAD (P) PROPOSED P POLE PB PULLBOX PH PHASE POCC POINT OF COMMON CONNECTION POS POSITIVE PT POTENTIAL TRANSFORMER PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE QTY QUANTITY REQD REQUIRED RGM REVENUE GRADE METER RGS RIGID GALVANIZED STEEL CONDUIT RM ROOM RMC RIGID METAL CONDUIT RMS ROOT MEAN SQUARE RSD RAPID SHUTDOWN SCC SHORT CIRCUIT CURRENT SCH40 SCHEDULE 40 SCH80 SCHEDULE 80 SLD SINGLE LINE DIAGRAM SCHED SCHEDULE SS STAINLESS STEEL SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR REQD REQUIRED TEMP TEMPERATURE, TEMPORARY TYP TYPICAL UGPS UNDERGROUND PULL SECTION UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE V VOLTS VA VOLT-AMERES VAC VOLTS-AC VDC VOLTS-DC VMP MAX POWER VOLTAGE VOC OPEN CIRCUIT VOLTAGE W WATTS WP WEATHERPROOF WW WIREWAY XFMR TRANSFORMER 1. WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2019 CBC, 2019 CEC, 2019 CFC AND ANY ADDITIONAL CODES BEING ENFORCED BY THE AHJ (SUCH AS THE SAN DIEGO AREA ELECTRICAL NEWSLETTERS IF APPLICABLE). 2. WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING ELECTRIC UTILITY. 3. ALL PV MODULES AND INVERTERS ARE LISTED IN COMPLIANCE WITH UL 1703 & UL 1741-SA AND INSTALLED PER THEIR LISTINGS. 4. EXISTING CONDITIONS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 5. NEW EQUIPMENT INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR BUILDING ROOF VENTS. 6. DO NOT SCALE FROM PLANS - USE GIVEN OR CALCULATED DIMENSIONS ONLY. WHEN IN DOUBT, CALL THE DESIGNER. 7. ALL WALL, FLOOR AND CEILING PENETRATIONS SHALL BE SEALED WITH FIRE RETARDANT PER 2019 CBC. 8. ALL ROOF PENETRATIONS SHALL BE SEALED AND WATERPROOFED TO MAINTAIN THE EXISTING FIRE RATING, AND SHALL BE PERFORMED BY A LICENSED ROOFING CONTRACTOR. ANY FLASHING DETAILS SHOWN ARE EXAMPLES ONLY. 9. CONTRACTOR SHALL PROTECT ALL EXISTING SURFACES. 10.PV MODULES, ASSOCIATED EQUIPMENT AND WIRING MATERIAL SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. 11.ALL EFFORTS SHALL BE TAKEN TO PREVENT GALVANIC CORROSION DUE TO DIRECT CONTACT OF DISSIMILAR METALS. 12.PROPER ACCESS AND WORKING CLEARANCE SHALL BE MAINTAINED PER CEC 110.26. 13.MARKING OF THE PV SYSTEM SHALL BE IN ACCORDANCE WITH 2019 CEC, 2019 CFC AND THE SERVING ELECTRIC UTILITY - SEE MARKING DETAILS ON SUBSEQUENT SHEET(S). 14.CONTRACTOR SHALL OBTAIN APPROVAL FROM THE SERVING ELECTRIC UTILITY PRIOR TO ACTIVATING THE PV SYSTEM. 15.REMOTE MONITORING OF ANY PV SYSTEM REQUIRES AN ALWAYS-ON NETWORK INTERFACE CONNECTION. Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 TLV TLV TLV TLV TLV TLV TLV TLV TLV TL V TLV TLV TL V TL V TL V TL V TLV TLV TLV TLV TLV PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R OVERALL SITE PLAN E-100 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D 0 25 50 100 50 1INCH = 50 FEET SCALE: 1 OVERALL SITE PLAN 1"=50' LEGEND EXISTING BUILDING LOCATION PROPOSED CARPORT SOLAR PV ARRAY PROPERTY LINE TLV TRENCH PATH N ELECTRICALROOM INTERIOR AREA (E) CUSTOMER SERVICE ENTRANCE (E) 3000A MAIN ELECTRICAL SERVICE (E) UTILITY SCE METER #SCE V349N-001896 (N) POI: SUPPLY-SIDE TAP INTO EXISTING EQUIPMENT (E) UTILITY XFMR # P5331000 PV EQUIPMENT PAD LOCATION (N) ACSW-1 (N) SWBD-1 (N) DAS CPY-1 (1312) 415W MODULES (597) 430W MODULES (11) 62KW SMA INVERTERS 801.19 KW DC CPY-2 (231) 415W MODULES (1) 50KW SMA INVERTER (1) 33KW SMA INVERTER 95.87 KW DC COLUMN MOUNTED (N) PNL-2 (N) INV-12 COLUMN MOUNTED (N) INV-13 COLUMN MOUNTED (N) INV-14 (N) LV DIRECTIONAL BORING FROM SWBD-1 TO POI APPROX. 75' N M A I N S T R E E T MAIN PLACE DR E MEM O R Y L N E102 1 COLUMN MOUNTED (N) INV-1 TO INV-10 (N) LV DIRECTIONAL BORING FROM PNL-2 TO SWBD-1 APPROX. 240' (N) CONDUIT FROM PNL-1 TO SWBD-1 PV EQUIPMENT WALL MOUNTED LOCATION (N) PNL-1 COLUMN MOUNTED (N) INV-11 COLUMN MOUNTED (N) INV-14 (N) INV-15 CPY-3 (203) 415W MODULES (2) 33KW SMA INVERTERS 84.25 KW DC 2 E102 Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 TLV TLV TLV TLV TLV TLV TLV TLV TLV TL V TLV TLV TL V TL V TL V TL V TLV TLV TLV TLV TLV PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R PV ARRAY PLAN E-101 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D 0 25 50 100 50 1INCH = 50 FEET SCALE: 1 PROPOSED PV ARRAY PLAN 1"=50' N ELECTRICALROOM INTERIOR AREA (E) CUSTOMER SERVICE ENTRANCE (E) 3000A MAIN ELECTRICAL SERVICE (E) UTILITY SCE METER #SCE V349N-001896 (N) POI: SUPPLY-SIDE TAP INTO EXISTING EQUIPMENT (E) UTILITY XFMR # P5331000 PV EQUIPMENT PAD LOCATION (N) ACSW-1 (N) SWBD-1 (N) DAS COLUMN MOUNTED (N) PNL-2 (N) INV-12 COLUMN MOUNTED (N) INV-13 COLUMN MOUNTED (N) INV-14 (N) INV-15 (N) LV DIRECTIONAL BORING FROM PNL-2 TO SWBD-1 APPROX. 240' (N) LV DIRECTIONAL BORING FROM SWBD-1 TO POI APPROX. 75' N M A I N S T R E E T MAIN PLACE DR E MEM O R Y L N 1 E102 CPY-2 (231) 415W MODULES (1) 50KW SMA INVERTER (1) 33KW SMA INVERTER 95.87 KW DC CPY-3 (203) 415W MODULES (2) 33KW SMA INVERTERS 84.25 KW DC CPY-1 (1312) 415W MODULES (597) 430W MODULES (11) 62KW SMA INVERTERS 801.19 KW DC (N) CONDUIT FROM PNL-1 TO SWBD-1 PV EQUIPMENT WALL MOUNTED LOCATION (N) PNL-1 COLUMN MOUNTED (N) INV-1 TO INV-10 COLUMN MOUNTED (N) INV-11 E102 2 Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 PNL-1 DAS ACSW-1 SWBD-1 12' 7' PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R EQUIPMENT SITE PLAN E-102 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D SCALE: 1 EQUIPMENT SITE PLAN 1"=5' N 0 2.5 5 105 1INCH = 5 FEET SCALE: 2 EQUIPMENT SITE PLAN - (PNL-1) 1"=5' N 0 2.5 5 105 1INCH = 5 FEET E501 2 (N) SWBD-1 (N) ACSW-1 (N) DAS (N) PNL-1 E501 4 Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 1.6 1.9 1.5 1.2 1.5 2.0 1.8 1.2 0.9 1.2 1.8 2.0 1.4 1.1 1.8 2.1 1.6 1.2 1.5 2.0 1.7 1.5 2.8 3.2 2.7 1.9 2.6 3.3 3.1 2.0 1.3 2.0 3.0 3.2 2.4 1.4 1.9 3.0 3.3 2.7 1.9 2.6 3.2 2.9 1.7 1.7 3.1 3.5 3.0 2.2 2.8 3.5 3.3 2.2 1.4 2.2 3.2 3.4 2.6 1.6 2.0 3.1 3.4 2.9 2.1 2.8 3.4 3.1 1.9 1.3 2.5 3.0 2.4 1.7 2.1 2.7 2.5 1.6 1.1 1.6 2.5 2.6 1.9 1.2 1.5 2.3 2.6 2.0 1.5 2.0 2.6 2.3 1.3 1.0 1.8 2.2 1.8 1.3 1.3 1.4 1.3 1.0 0.9 1.1 1.4 1.3 1.1 0.9 1.0 1.3 1.3 1.1 1.0 1.2 1.4 1.3 1.3 2.6 3.2 2.5 1.6 1.4 1.5 0.9 1.2 1.6 1.5 1.7 3.3 3.8 3.3 2.3 2.7 3.0 1.2 2.2 3.3 3.0 1.6 2.9 3.5 3.0 2.7 3.8 4.1 1.4 2.9 3.9 3.7 2.1 1.9 1.7 2.1 3.6 4.0 1.2 2.3 3.4 3.1 1.6 1.2 2.2 2.8 0.9 1.2 1.7 1.5 1.4 2.6 3.4 2.8 1.8 1.6 1.5 1.2 1.1 1.4 1.2 0.9 0.8 1.1 1.5 1.2 1.4 3.2 4.1 3.7 2.5 2.7 3.2 2.3 1.2 1.0 1.8 2.9 2.6 1.4 1.2 2.2 3.3 2.6 1.1 2.7 3.7 3.5 2.7 4.0 4.7 3.7 1.6 1.3 3.0 4.5 4.1 2.2 1.6 3.4 4.6 3.9 1.6 2.0 1.8 1.9 3.5 4.4 3.4 1.4 1.2 2.7 4.2 3.9 2.0 1.4 2.9 4.1 3.3 1.3 0.7 0.9 1.6 2.2 1.5 1.3 2.1 1.8 1.0 0.9 1.2 1.8 1.4 1.7 1.9 1.7 1.4 1.3 1.6 1.8 1.7 1.4 0.9 2.0 2.0 1.7 1.4 1.5 1.8 1.9 1.7 1.3 1.0 2.1 2.1 1.7 1.4 1.5 2.0 2.0 1.7 1.4 1.1 2.0 2.0 1.7 1.4 1.5 1.9 2.0 1.7 1.3 1.0 2.0 2.0 1.7 1.4 1.3 1.8 1.9 1.7 1.3 0.9 1.2 1.2 1.3 1.3 1.1 1.0 3 X #10 AWG WIRES TO BECONNECTED TO EXISTING LIGHTING CIRCUIT 1.5 2.7 3.0 3.1 2.5 1.0 1.3 1.5 1.5 1.5 1.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R PHOTOMETRICS PLAN E-103 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1 . 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D SCALE: 1 GARAGE CARPORT PHOTOMETRICS PLAN 1:15 NOTES: 1. CONTRACTOR TO TRACE EXISTING LIGHTING CIRCUIT AND TIE NEW LIGHTS TO EXISTING CIRCUIT. 2. CONTRACTOR TO KEEP EXISTING LEDS, AND LIGHT FIXTURES AS POSSIBLE. N Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 1.0 1.3 1.3 1.2 1.5 1.6 1.4 1.3 1.4 1.4 1.0 2.2 2.7 2.6 2.4 2.8 3.0 2.6 2.4 2.8 2.7 2.0 1.0 2.9 3.4 3.5 3.4 3.6 3.7 3.5 3.4 3.6 3.4 2.7 1.4 0.9 3.1 3.8 3.7 3.5 3.9 4.1 3.7 3.5 3.9 3.8 2.9 1.5 0.9 0.9 3.1 4.0 3.7 3.4 4.0 4.3 3.8 3.6 4.2 4.2 3.0 1.8 1.0 0.9 3.2 4.0 4.2 4.2 4.7 4.9 4.7 4.5 4.8 4.7 3.9 2.5 1.7 1.2 3.1 4.0 4.8 5.3 5.7 5.8 5.8 5.7 5.7 5.8 5.3 4.1 3.2 2.3 2.4 3.6 4.7 5.3 6.0 6.1 6.1 5.9 6.1 6.1 6.0 5.5 4.4 3.3 1.4 2.4 3.7 4.6 5.1 5.5 5.3 5.3 5.6 5.5 5.6 5.7 4.7 3.6 0.9 1.5 2.7 3.9 4.3 4.3 4.5 4.6 4.5 4.7 5.0 5.1 4.5 3.4 1.2 2.3 3.6 4.1 4.2 4.3 4.4 4.1 4.4 4.9 5.1 4.6 3.5 1.1 2.4 3.5 4.1 4.6 4.5 4.4 4.4 4.5 5.0 5.4 4.7 3.5 1.0 2.0 3.1 3.6 4.1 4.0 3.9 3.9 4.0 4.4 4.8 4.2 3.1 1.2 2.0 2.4 2.4 2.6 2.6 2.4 2.6 2.9 2.9 2.6 1.9 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.1 1.0 REET SSMH 152.99 RE SDMH 152.91 RE 3 X #10 AWG WIRES TO BECONNECTED TO EXISTING LIGHTING CIRCUIT 3 X #10 AWG WIRES TO BECONNECTED TO EXISTING LIGHTING CIRCUIT 1.0 1.1 1.2 1.2 1.3 1.4 1.3 1.1 1.1 0.9 0.9 0.9 0.9 0.9 0.9 0.9 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - M A I N ST . T O W N C E N T E R PHOTOMETRICS PLAN E-104 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1 . 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D SCALE: 1 LOT CARPORT PHOTOMETRICS PLAN 1:8 NOTES: 1. CONTRACTOR TO TRACE EXISTING LIGHTING CIRCUIT AND TIE NEW LIGHTS TO EXISTING CIRCUIT. 2. CONTRACTOR TO KEEP EXISTING LEDS, AND LIGHT FIXTURES AS POSSIBLE. N Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 MALE CONNECTOR CONNECTORS MUST BE: 1. OF SAME MANUFACTURE (AMPHENOL) 2. LOCKING TYPE, RATED TO 1000VDC. 3. COMPATIBLE WITH MANUFACTURER'S SUPPLIED CONNECTORS. 4. CRIMPED ONTO THE SOURCE CIRCUIT WIRE USING PROCEDURE AND TOOLS RECOMMENDED BY MANUFACTURER. 5. SECURED SUCH THAT THEY ARE NOT SUBJECTED TO RAIN, SUCH AS BENEATH MODULE GAPS FEMALE CONNECTOR AC N G N G G INVERTER COMBINER N G MAIN SERVICE ENTRANCE MODULE WIRING TO BE SUPPORTED EVERY 12" OF EVERY J-BOX AND MC CONNECTOR, OR EVERY 4.5', WHICHEVER IS LESS. TIE WRAPS ARE NOT TO BE USED AS SOLE MEANS OF SUPPORT FOR STRING WIRING TO A STRUCTURE. NOTES: 1. GROUNDING WEEBS SHALL BE USED BETWEEN THE MODULE FRAME AND THE PURLINS, ONE WASHER WEEB PER MODULE 2. REFER TO SHEET E-401 FOR GROUNDING WIRES SIZE. 3. EACH CANOPY SHALL HAVE MINIMUM ONE GROUND ELECTRODE CONDUCTOR #4 CU BARE 20 FT LONG ENCASE IF THE COLUMN FOUNDATION AND THERMO WELDING TO THE COLUMN ABOVE GROUND LEVEL SIZED PER CEC 250.122 AND 690.47 C.3, COMBINED DC GEC AND AC EGC-REFER CABLES SCHEDULE RACKING AND MODULES GROUNDED BY INTEGRATED RACK GROUNDING PER CEC 690.43 EXISTING ELECTRODE SYSTEM GROUND BAR CONDUIT TO PANELBOARD GROUNDING BUSHINGS ENCLOSURE CONDUIT COMPRESSION FITTING ENCLOSURE WALL LOCK NUT GROUND BUSHING WITH LAY-IN LUG REPRESENTATIVE CONDUCTORS CONTINUOUS GROUND STRIP INSULATION AT LUG AC PANELBOARD PNL-1, PNL-2 SMA 62/50/33 KW TYPICAL FOR ALL INVERTERS ARRAY GEC #4 CU ABRE PER CEC 250.52(A)(3)., SEE NOTE#3 ARRAY EGC FROM COLUMN OR PURLING TO THE INVERTERS GROUND TERMINAL, MINIUM #6 AWG CU WIRE SIZED PER CEC 250.122 AND 690.47 C.3, COMBINED DC GEC AND AC EGC-REFER TO CABLE SCHEDULES DC AC BONDING JUMPER 2/0 CU N G AC DISCONNECT SWITCH ACSW-1 #4 CU EXOTHERMICALLY BONDED TO COLUMN AND REBAR CAGE IF CAGE IS CONTINUOUS TO BOTTOM OF THE FOOTINGS OTHERWISE 20FT #4 CU BARE WIRE SHALL BE USED GRADE REBAR CAGE VERTICAL REINFORCEMENT CANOPY STRUCTURAL COLUMN REFER TO STRUCTURAL DRAWINGS TIE WIRE FOR REBAR CAGE ASSEMBLY ( TYP.) N G AC SWITCHBOARD SWBD-1 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R GROUNDING LAYOUT E-201 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1 . 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D SCALE: E201 GROUNDING DIAGRAM N.T.S. 1 SCALE: E201 CONDUIT GROUNDING N.T.S. 2 SCALE: E201 ENCLOSURE GROUNDING N.T.S. 3 SCALE: E201 RACKING GROUNDING N.T.S. 4 SCALE: E201 MODULE CONNETOR DETAILS N.T.S. 5 SCALE: E201 SOURCE CIRCUIT CONNECTIONS N.T.S. 6 Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 1 3 - 1 1 3 - 2 1 3 - 3 1 3 - 4 1 3 - 5 1 3 - 6 1 3 - 7 1 3 - 8 1 4 - 1 1 4 - 2 1 4 - 3 1 4 - 4 1 4 - 5 1 4 - 6 1 5 - 1 1 5 - 2 1 5 - 3 1 5 - 4 1 5 - 5 1 5 - 6 1 2 - 1 1 2 - 2 1 2 - 3 1 2 - 4 1 2 - 5 1 - 1 1 - 2 1 - 3 1 1 - 2 1 1 - 4 1 1 - 3 9- 3 1 0 - 2 1 0 - 4 1 1 - 1 1 0 - 1 9- 4 1 1 - 6 1 1 - 8 1 1 - 7 1 1 - 5 1 0 - 1 0 1 0 - 5 1 0 - 9 1 0 - 6 1 1 - 1 0 1 1 - 9 1 0 - 8 1 0 - 7 9- 8 9- 9 9- 1 0 9- 2 9- 5 9- 6 9- 7 9- 1 1 - 4 1 - 5 1 - 6 1 - 7 1 - 8 1 - 92- 1 2- 2 2- 3 2- 4 2- 5 2- 6 2- 7 2- 8 2- 9 3- 1 3- 2 3- 3 3- 4 3- 5 3- 6 3- 7 3- 8 3- 9 4- 1 4- 2 4- 3 4- 4 4- 5 4- 6 4- 7 4- 8 4- 9 4- 1 0 5- 1 5- 2 5- 3 5- 4 5- 5 5- 6 5- 7 5- 8 5- 9 5- 1 0 6- 9 6- 7 6- 5 6- 6 6- 8 6- 1 0 6- 3 6- 1 6- 2 6- 4 7- 4 7- 3 7- 2 7- 1 7- 5 7- 6 7- 7 7- 8 7- 9 7- 1 0 8- 1 8- 2 8- 3 8- 4 8- 5 8- 6 8- 7 8- 8 8- 9 8- 1 0 1 0 - 3 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R STRINGING LAYOUT E-301 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1 . 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D SCALE: 1 STRINGING LAYOUT N.T.S. STRING NAME : INV # - # ASSOCIATED INVERTER STRING NUMBER NOTE: 1. REFER TO SHEET E-401 FOR ARRAY AND INVERTER STRINGING CONFIGURATION 2. NO SHARE STRINGS BETWEEN CANOPIES N PV ARRAY # OF MODULES INV-#INVERTER TYPE INVERTER SIZE (kW) STRINGS A / INVERTER STRINGS B / INVERTER STRINGS C / INVERTER MODULES TYPE DC/AC RATO TILT AZIMUTH CPY-1 162 INV-1 SMA 62.50 9 Hanwha 430W 1.11 3° 271°, 91° 162 INV-2 SMA 62.50 9 Hanwha 430W 1.11 3° 271°, 91° 162 INV-3 SMA 62.50 9 Hanwha 430W 1.11 3° 271°, 91° 180 INV-4 SMA 62.50 10 Hanwha 430W & 415W 1.22 3° 271°, 91° 180 INV-5 SMA 62.50 10 Hanwha 415W 1.20 3° 271°, 91° 180 INV-6 SMA 62.50 10 Hanwha 415W 1.20 3° 271°, 91° 176 INV-7 SMA 62.50 6 4 Hanwha 415W 1.17 3° 271°, 91° 180 INV-8 SMA 62.50 10 Hanwha 415W 1.20 3° 271°, 91° 175 INV-9 SMA 62.50 5 5 Hanwha 415W 1.16 3° 271°, 91° 179 INV-10 SMA 62.50 9 1 Hanwha 415W 1.19 3° 271°, 91° 173 INV-11 SMA 62.50 3 7 Hanwha 415W 1.15 3° 271°, 91° CPY-2 87 INV-12 SMA 33.30 2 3 Hanwha 415W 1.08 5°271° 144 INV-13 SMA 50.00 8 Hanwha 415W 1.20 5°271° CPY-3 101 INV-14 SMA 33.30 6 Hanwha 415W 1.27 5°271° 102 INV-15 SMA 33.30 5 1 Hanwha 415W 1.26 5°271° TOTAL HANWHA 430W MODULES = 597 TOTAL HANWHA 415W MODULES = 1746 TOTAL KW DC= 981.30 TOTAL KW AC= 837.40 CANOPY-1 CANOPY-2 CANOPY-3 MODULE B ( 430W) MODULE A ( 415W) Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 100A 3P AC PANELBOARD PNL-1 1200A, 480Y/277V, 3P4W 65 KAIC, NEMA 3R, MLO INV-2 100A 3P B1 20A 2P B12 FULL WEATHER STATION AT CANOPY DAS RS485 WIRE 1" RMC CONDUIT COMM 3/4" CONDUIT C1 C2 TOP OF PARKING GARAGE (EXTERIOR) COMM A ● ● ● COMM A ● ● ● 1 1 2 2 IMT REFERENCE CELL PARKING CANOPY TOTAL SYSTEM SIZE 981.26 KW DC / 820.00 KW AC INVERTERS: (2) CHINT CPS SCA50KTL-DO/US-480 (50 KW) (ON CANOPY) (12) CHINT CPS SCA60KTL-DO/US-480 (60 KW) (ON CANOPY) MODULES: (1749) HANWHA Q.PEAK DUO L-G8.2 MODEL 415W (594) HANWHA Q.PEAK DUO L-G8.2 MODEL 430W (18) MODULES PER STRING A (17) MODULES PER STRING B (16) MODULES PER STRING C (132) STRINGS TOTAL 100A 3P AC PANELBOARD PNL-2 400A, 480Y/277V, 3P4W 65 KAIC, NEMA 3R, MLO 90A 3P 20A 2P AC SWITCHBOARD SWBD-1 1600A, 480Y/277V, 3P4W 65 KAIC, NEMA 3R, MLO 20A 2P 1200A 3P 250A 3P 20A 2P (E) SCE METER #V349N-001896 TO BE RELOCATED TO THE NEW SWITCHBOARD M (E) MAIN SERVICE ENTRANCE MS-A 480Y/277V, 3000A, 3P4W 65KAIC (E) LOADS 2500A (E) LOADS (E) ELECTRICAL ROOM (INTERIOR, GROUND LEVEL) (N) PV PAD AREA (EXTERIOR, GROUND LEVEL) 6 INV-1 CHINT 60KW 60KW OUTPUT 1000VDC INV-3 100A 3P INV-14 CHINT 60KW 60KW OUTPUT 1000VDC B13 COMM A ● ● ● INV-12 CHINT 50KW 50KW OUTPUT 1000VDC 1 2 COMM 3/4" CONDUIT B14 COMM A ● ● ● 1 2 INV-13 CHINT 50KW 50KW OUTPUT 1000VDC 1 KEY NOTES: REFER TO ARRAY CONFIGURATION TABLE ON E-401 FOR SYSTEM SUMMARY. REFER TO INVERTER CONFIGURATION TABLE ON E-401 FOR INVERTER AND STRINGING DETAILS. REFER TO DATA SHEETS ON E-700 FOR MORE SPECIFIC INVERTER OR MODULE CHARACTERISTICS. CONTRACTOR TO ENSURE THAT NO WORK IS TO BE DONE WITHIN THE UTILITY METER AND UTILITY SEALED SECTIONS. CABLE LIMITER IS REQUIRED WHERE THE POINT OF INTERCONNECTION (POI) CABLE IS LONGER THAN 10FT IN ACCORDANCE TO NEC 705.31. SOLAR AC DISCONNECT SWITCH TO BE INSTALLED IN AN ACCESSIBLE LOCATION ON GROUND LEVEL ALLOWING FOR 24/7 ACCESS BY UTILITY AND EMERGENCY CREWS. DISCONNECT SHALL PROVIDE METHOD FOR LOCKING IN OFF (OPEN) POSITION BLADES SHALL BE VIEWABLE WHEN IN THE OFF(OPEN) POSITION. REFER TO ALSOENERGY DAS DRAWING SET FOR DAS CONFIGURATION AND DETAILS BUS TAP SHALL BE IN ACCORDANCE TO 2019 CEC 240.21(B). ALL BUS MODIFICATIONS SHALL BE TESTED AND RECERTIFIED BY UL OR NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). A NEW LABEL NOTING THE RECERTIFICATION SHALL BE AFFIXED TO THE SWITCHBOARD BY THE NRTL AND A COPY OF THE TEST REPORT SHALL BE SUMITTED TO THE AHJ FOR APPROVAL. LINE SIDE TAP TO BE INSTALLED IN POSITION THAT DOES NOT INTERFERE WITH GROUND FAULT PROTECTION OF SERVICE MAIN BREAKER. 2 3 4 5 6 7 INV-4 100A 3P 100A 3P 100A 3P 100A 3P 100A 3P 100A 3P 100A 3P 100A 3P INV-5 INV-6 INV-8 INV-10 INV-7 INV-9 INV-11 PARKING LOT (EXTERIOR) 90A 3P XFMR SINGLE PHASE 5KVA 277V-120/240V M (E) UTILITY XFMR #P5331000 SCE UTILITY FEEDER AC DISCONNECT SWITCH ACSW-B 2500A, 480Y/277V, 3P4W 100 KAIC AC DISCONNECT SWITCH ACSW-MAIN 4000A, 480Y/277V, 3P4W 100 KAIC WITH GFI AND SHUNT TRIP. BOLTSWITCH SLB3413G6 OR UTILITY APPROVED EQUIVALENT (N) METER SOCKET WITH (E) SCE METER #V349N-001896 USE (E) 7 SETS OF CONDUITS TO PULL NEW WIRES FROM MS-A TO (N) ACSW-B PER WIRE SCHEDULE ON SHEET E-401 1200A 300A 1600A 3P AC DISCONNECT SWITCH ACSW-PV 1600A, 480Y/277V, 3P4W 100 KAIC (N) SERVICE ENTRANCE WIRES TO BE SIZED AND INSTALLED BY UTILITY D PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R SINGLE LINE DIAGRAM E-400 16 SHOWN 966.06 981.26 820.00 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1 . 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D 3. 5 0 3 / 1 7 / 2 2 I S S U E F O R P E R M I T R E V # 1 FJ PE D D 4. 0 0 6 / 1 6 / 2 2 I S S U E F O R P E R M I T R E V # 2 FJ PE D D 4 Digitally signed by Farshid Javidkia P.E. DN: cn=Farshid Javidkia P.E., c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2022.06.15 16:52:56 -07'00' Farshid Javidkia P.E. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R ELECTRICAL CALCULATION E-401 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D CIRCUIT SCHEDULE NOTES: ·ALL GROUND AND NEUTRAL CONDUCTORS ARE CU NOT AL ·DC WIRES COLORS ARE RED AND BLACK ·AC WIRES COLOR TAPING SHALL BE PER DESIGN SPECIFICATIONS ·ALL ABOVE GROUND CONDUITS SHALL BE RMC AND BELOW GROUND SHALL BE PVC SCH40 OR AS PER DETAILS · CIRCUIT SCHEDULE SHOWS MINIMUM CONDUIT SIZES FOR A SPECIFIED CONDUIT TYPE. WHEN TRANSITIONING TO A DIFFERENT CONDUIT TYPE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING APPROPRIATE CONDUIT SIZE. Results ID Tag Source Destination CKT Type CKT Voltage (V) OPER Current (A) CONT Current (A) CKT Ampacity (A) OCPD (A)# Sets Conductor Type Line Conductors Neutral (CU) EGC (CU)Conduit Conduit Fill (%) Distance (ft) Vdrop Ckt Leg (%) Vdrop Total (%) 1 A PV-SOURCE INVERTER-DC DC - PV Source / Output 952.74 10.83 16.9 40.0 20 1 CU, PV 2kV (POS / NEG) #10 -- #6 CU Along Racking Along Racking 150 0.42% 0.42% 2 B1 INV-1 PNL-1 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 120 0.87% 1.54% 3 B2 INV-2 PNL-1 3P 4W 480 80.00 100.0 115.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 150 1.08% 1.75% 4 B3 INV-3 PNL-1 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 110 0.79% 1.46% 5 B4 INV-4 PNL-1 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 130 0.94% 1.61% 6 B5 INV-5 PNL-2 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 90 0.65% 2.07% 7 B6 INV-6 PNL-2 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 120 0.87% 2.29% 8 B7 INV-7 PNL-2 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 80 0.58% 2.00% 9 B8 INV-8 PNL-1 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 110 0.79% 1.46% 10 B9 INV-9 PNL-1 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 70 0.51% 1.18% 11 B10 INV-10 PNL-1 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 100 0.72% 1.39% 12 B11 INV-11 PNL-1 3P 4W 480 80.00 100.0 100.0 100 1 AL, XHHW-2 (3) #1 #6 #6 1-1⁄4" EMT 39% 60 0.43% 1.10% 13 B12 INV-12 PNL-2 3P 4W 480 40.00 50.0 75.0 50 1 AL, XHHW-2 (3) #3 #8 #8 1-1⁄4" SCH 40 PVC 26% 10 0.06% 1.48% 14 B13 INV-13 PNL-2 3P 4W 480 64.00 80.0 120.0 80 1 AL, XHHW-2 (3) 1/0 #6 #6 1-1⁄2" SCH 40 PVC 34% 75 0.35% 1.77% 15 B14 INV-14 PNL-2 3P 4W 480 40.00 50.0 75.0 50 1 AL, XHHW-2 (3) #3 #8 #8 1-1⁄4" SCH 40 PVC 26% 75 0.43% 1.86% 16 B15 INV-15 PNL-2 3P 4W 480 40.00 50.0 75.0 50 1 AL, XHHW-2 (3) #3 #8 #8 1-1⁄4" SCH 40 PVC 26% 150 0.87% 2.29% 17 C1 PNL-1 SWBD-1 3P 4W 480 880.00 1100.0 1240.0 1200 4 AL, XHHW-2 (3) 500 250 250 3" SCH 40 PVC 40% 100 0.34% 0.67% 18 C2 PNL-2 SWBD-1 3P 4W 480 184.00 230.0 280.0 250 1 AL, XHHW-2 (3) 350 #1 #1 2-1⁄2" SCH 40 PVC 40% 270 1.09% 1.42% 19 D SWBD-1 ACSW-1 3P 4W 480 1064.00 1330.0 1620.0 1600 6 AL, XHHW-2 (3) 400 350 350 3" RMC 37% 10 0.04% 0.33% 20 E ACSW-1 POI 3P 4W 480 1064 1330.0 1620.0 1600 6 AL, XHHW-2 (3) 400 350 350 3" SCH 40 PVC 38% 85 0.29% 0.29% AGGREGATE AVERAGE VD% AC SYSTEM 1.68% DC SYSTEM 0.42% TYPE, INV ARRAY QUANTITY OF STRINGS (A) QUANTITY OF STRINGS (B) QUANTITY OF STRINGS (C) QUANTITY OF MODULES DC SIZE (kW DC) AC SIZE (kW AC) DC:AC RATIO A, INV-1 CPY-1 9 162 69.66 62.50 1.11 A, INV-2 CPY-1 9 162 69.66 62.50 1.11 A, INV-3 CPY-1 9 162 69.66 62.50 1.11 A, INV-4 CPY-1 10 180 76.37 62.50 1.22 A, INV-5 CPY-1 10 180 74.70 62.50 1.20 A, INV-6 CPY-1 10 180 74.70 62.50 1.20 A, INV-7 CPY-1 6 4 176 73.04 62.50 1.17 A, INV-8 CPY-1 10 180 74.70 62.50 1.20 A, INV-9 CPY-1 5 5 175 72.63 62.50 1.16 A, INV-10 CPY-1 9 1 179 74.29 62.50 1.19 A, INV-11 CPY-1 3 7 173 71.80 62.50 1.15 C, INV-12 CPY-2 2 3 87 36.11 33.30 1.08 B, INV-13 CPY-2 8 144 59.76 50.00 1.20 C, INV-14 CPY-3 6 102 42.33 33.30 1.27 C, INV-15 CPY-3 5 1 101 41.92 33.30 1.26 TOTAL: 100 31 1 2343 981.30 837.40 1.17 STRING A (18) MODULE/STRING STRING B (17) MODULE/STRING STRING C (16) MODULE/STRING INVERTER CONFIGURATION CANOPY ARRAY ARRAY TILT AZIMUTH QUANTITY OF MODULES SYSTEM SIZE (kW DC) CPY-1 3° 271°, 91° 1909 801.19 CPY-2 5°271°231 95.87 CPY-3 5°271°203 84.25 TOTAL:2343 981.30 INVERTER A (11)SMA STP CORE1 62-US INVERTER B (1)SMA STP CORE1 50-US INVERTER C (3)SMA STP CORE1 33-US MODULE A (1746)HANWHA Q.PEAK DUO L-G8.2 415 MODULE B (597)HANWHA Q.PEAK DUO L-G8.2 430 DC SYSTEM SIZE (kW DC):981.30 AC SYSTEM SIZE (kW AC):837.40 DC/AC RATIO:1.17 ARRAY CONFIGURATION DC CALCULATIONS: MODULE PARAMETERS: OPERATING VOLTAGE = 41.70V OPERATING CURRENT= 10.31A SHORT CIRCUIT CURRENT = 10.83A OPEN CIRCUIT VOLTAGE = 49.33 TEMPERATURE COEFFICIENT OF Voc = -0.26 %/°C MODULE MAX OPEN CIRCUIT DC VOLTAGE = 49.33 + 49.33 * (25-(-2)) * (-0.27%) = 52.93V MODULE MAX OPERATING DC VOLTAGE = 41.70 + 41.70 * (25-(-2)) * (-0.27%) = 44.74V MAX STRING VOLTAGE: STRING OF 16 MODULES: 16 * 52.93 = 846.88V STRING OF 17 MODULES: 17 * 52.93 = 899.81V STRING OF 18 MODULES: 18 * 52.93 = 952.74V PARAMETERS AT INVERTER DC DISCONNECT: MAX OPERATING CURRENT = 9 * 10.83* 1.25 = 121.84A MAX SHORT CIRCUIT CURRENT = 9 * 10.31 * 1.25 = 116.0A MAX OPERATING VOLTAGE = 44.74 * 18 = 805.32V MAX OPEN CIRCUIT VOLTAGE = 52.93 * 18 = 952.74V SHORT CIRCUIT CALCULATION SHORT CIRCUIT CALCULATION SHORT CIRCUIT CALCULATION PROJECT NAME - MULLER-MSTC Starting Point - SWBD-1 Ending Point - PNL-1 STEP 1 Available Fault Current at Starting Point (( 54,210 AFC x 1.00 UA ) + 0 MC ) = 54,210 AFC STEP 2 Conductor Factor CF - Formula ( 1.732 x 100 L x 54,210 AFC ) ÷ ( 18,756 C x 4 N x 480 SV ) = 0.261 CF Conductor Multiplier CM - Formula ( 1 ) ÷ ( 1 + 0.261 CF ) = 0.793 CM Conductor Let-Through Current CLC - Formula ( 54,210 AFC x 0.793 CM ) = 42,989 CLC Start > < 54,210 AFC < Length 100' Steel Conduit 4 Conductor(s) Per Phase 500 MCM Cable AL End > < 42,989 CLC KEY AFC - Available Fault Current CF - Conductor Factor C - Conductor Constant N - Number of Conductors Per Phase SV - Secondary Voltage CM - Conductor Multiplier CLC - Conductor Let-Through Current PROJECT NAME - MULLER-MSTC Starting Point - SWBD-1 Ending Point - PNL-2 STEP 1 Available Fault Current at Starting Point (( 54,210 AFC x 1.00 UA ) + 0 MC ) = 54,210 AFC STEP 2 Conductor Factor CF - Formula ( 1.732 x 270 L x 54,210 AFC ) ÷ ( 15,484 C x 1 N x 480 SV ) = 3.411 CF Conductor Multiplier CM - Formula ( 1 ) ÷ ( 1 + 3.411 CF ) = 0.227 CM Conductor Let-Through Current CLC - Formula ( 54,210 AFC x 0.227 CM ) = 12,306 CLC Start > < 54,210 AFC < Length 270' Steel Conduit 1 Conductor(s) Per Phase 350 MCM Cable AL End > < 12,306 CLC KEY AFC - Available Fault Current CF - Conductor Factor C - Conductor Constant N - Number of Conductors Per Phase SV - Secondary Voltage CM - Conductor Multiplier CLC - Conductor Let-Through Current PROJECT NAME - MULLER-MCTC Starting Point - POI Ending Point - SWBD-1 STEP 1 Available Fault Current at Starting Point (( 65,000 AFC x 1.00 UA ) + 0 MC ) = 65,000 AFC STEP 2 Conductor Factor CF - Formula ( 1.732 x 85 L x 65,000 AFC ) ÷ ( 16,671 C x 6 N x 480 SV ) = 0.199 CF Conductor Multiplier CM - Formula ( 1 ) ÷ ( 1 + 0.199 CF ) = 0.834 CM Conductor Let-Through Current CLC - Formula ( 65,000 AFC x 0.834 CM ) = 54,210 CLC Start > < 65,000 AFC < Length 85' Steel Conduit 6 Conductor(s) Per Phase 400 MCM Cable AL End > < 54,210 CLC KEY AFC - Available Fault Current CF - Conductor Factor C - Conductor Constant N - Number of Conductors Per Phase SV - Secondary Voltage CM - Conductor Multiplier CLC - Conductor Let-Through Current Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 CP 3 CP 2 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 10 / 1 1 / 2 1 PE R M I T AD S AJ N 2 1 1 / 9 / 2 1 PE R M I T AD S BF A-102 ENLARGED GROUND CANOPY SITE PLAN As design professional in responsible charge. 11/18/2021, 1:43:20 PM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 FRONT VIEW PV SYSTEM NEUTRAL CONNECTION SHALL BE MADE ON SUPPLY-SIDE OF NEUTRAL DISCONNECT LINK. ALL CRIMPING TOOLS, DIES AND LUGS SHALL BE SUBMITTED FOR APPROVAL. 1 2" SS NUT 1 2" SS BELLEVILLE WASHER 1 2" SS WASHER BUS BAR TERMINAL 1 2" SS FLAT WASHER 1 2" SS BOLT EXPLODED VIEW USE EXISTING HOLES IN BUS (NO DRILLING OF EXISTING BUS WITHOUT APPROVAL). BOLTS USED SHALL BE COMPATIBLE WITH EXISTING HOLES (STAINLESS STEEL FASTENERS ONLY). COAT BOLT THREADS WITH ANTI-SEIZE COMPOUND AND TORQUE TO MANUFACTURER'S SPECIFICATIONS. TERMINAL SHALL BE TWO HOLE LONG BARREL TYPE COMPATIBLE WITH BUSSING AND CONDUCTOR MATERIALS. ANY SUBSTITUTIONS MUST BE APPROVED . UL LISTED CRIMP RATED FOR 600 VOLTS. USE MANUFACTURER'S APPROVED CRIMPING DEVICE ONLY, AND CRIMP PER MANUFACTURER'S INSTRUCTIONS. USE 12 ” LENGTH OF COLD SHRINK TO COVER THE CONNECTION BETWEEN CRIMP AND CONDUCTOR BEGINNING AT THE STRAIGHT SECTION OF THE CRIMP. SIDE VIEW (1 4") BOLLARD COVER SEE BOLLARD COVER NOTE 6" DIA. STEEL POST FILLED WITH CONCRETE 1 4" WASH, FLUSH WITH FINISH GRADE FINISH GRADE MIN. 18" DIA. CONCRETE BASE BOLLARD COVER NOTE: MANUFACTURE: IDEALSHIELD ADDRESS: 2525 CLARK STREET, DETROIT, MI 48209 PHONE: 1-866-825-8659 MODULE: (1 4") 6" BOLLARD COVER COLOR: AS APPROVED BY OWNER HEIGHT: 42" OR APPROVED EQUAL LAYOUT NOTE: SPACE BOLLARDS 4' O.C., OFFSET 2' O.C. FROM EDGE OF CONCRETE PADS. SECTION VIEW 3" 3' - 6 " 4' - 0 " 6" 3' 3 4" PVC CONDUIT (COMMUNICATION) (1) 2" SPARE CONDUITS FOR CCTV CAMERA UNDISTURBED SOIL GRADE AC CONDUITS, PLEASE REFER TO CABLE SCHEDULE FOR SIZE AND QUANTITY (1) 4" SPARE CONDUITS FOR CCTV CAMERA DC STRINGS COLLECTED IN A CONDUIT WITH WEATHERHEAD AND ROUTED TO INVENTER HOMERUNS TO BE MOUNTED ON CANOPY PURLINS (WHERE NECESSARY) STRINGS TO ENTER BOTTOM OF INVERTER AC OUTPUT FROM INVERTER TO ENTER THE PANELBOARD INVERTER COMMUNICATION WIRES TO/FROM OTHER CANOPY AC FEEDER FROM INVERTER TO PANELBAORD CONDUITS RUN THROUGH COLUMN FOUNDATION. RGS ELBOW, TRNSTION TO PVC 18" BELOW GRADE 80" MIN. CLR IN P.O.T. ROUTE 98" MIN. CLR AT PARKING SPACES, ACCESS AISLES & VEHICULAR ROUTES SERVING THEM NOTE: ALL CONDUITS ABOVE THE GROUND SHALL BE RIGID INVENTERS MOUNTED HIGH ON CARPORT COLUMN FACING NORTH OR WEST STRINGS TO ENTER BOTTOM OF INVERTER AC OUTPUT FROM INVERTER TO ENTER THE PANELBOARD INVERTER COMMUNICATION WIRES TO/FROM OTHER CANOPY AC FEEDER FROM INVERTER TO PANELBAORD CONDUITS RUN THROUGH COLUMN FOUNDATION. RGS ELBOW, TRNSTION TO PVC 18" BELOW GRADE NOTE: 1- ALL CONDUITS ABOVE THE GROUND SHALL BE RIGID 2- ALL PANELBOARDS SHALL BE PROTECTED BY LOCKED FENCE AND BOLLARDS 6'-7" ( MAX HEIGHT OF OCPD) 6' 2'-10" SOLAR AC PANELBOARD MOUNTED TO STEEL COLUMN W/4" MAX. PROJECTION FROM FACE OF COLUMN IN ALL DIRECTIONS DC STRINGS COLLECTED IN A CONDUIT WITH WEATHERHEAD AND ROUTED TO INVENTER HOMERUNS TO BE MOUNTED ON CANOPY PURLINS (WHERE NECESSARY) INVERTER INVERTER PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R DETAILS E-500 16 SHOWN 966.06 981.26 820.00 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1 . 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D 3. 5 0 3 / 1 7 / 2 2 I S S U E F O R P E R M I T R E V # 1 FJ PE D D 4. 0 0 6 / 1 6 / 2 2 I S S U E F O R P E R M I T R E V # 2 FJ PE D D SCALE: E500 BOLLARD AT CONCRETE PADS DETAIL N.T.S. 2 SCALE: E500 LINE TAP DETAIL N.T.S. 3 SCALE: E500 TYPICAL DIRECTIONAL BORING DETAIL N.T.S. 1 SCALE: E500 INVERTER MOUNTING ELEVATION N.T.S. 5 SCALE: E500 INVERTER / PANELBOARD MOUNTING ELEVATION N.T.S. 4 Digitally signed by Farshid Javidkia P.E. DN: cn=Farshid Javidkia P.E., c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2022.06.15 16:52:56 -07'00' Farshid Javidkia P.E. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 DAS 7. 8 5 " 15.7" 45" 39" 30 " 1 3 " 48 " 2. 5 " 3" 3" ACSW-1 DASACSW-1 12" 12'-10" 7' - 1 " 1 3 5 7 9 P 2 4 6 8 10 11 13 15 17 21 19 MAIN LUGS 12 14 16 18 20 SWBD-1 45" 39" 1 2 " 1 3 " 36 " 2. 5 " 3" 3" SWBD-1 12" CONCRETE PAD REFER TO THE STRUCTURAL DRAWINGS FOR MORE DETAILS ANCHOR CONNECTIONS REFER TO THE STRUCTURAL DRAWINGS FOR MORE DETAILS CONCRETE PAD REFER TO THE STRUCTURAL DRAWINGS FOR MORE DETAILS ANCHOR CONNECTIONS REFER TO THE STRUCTURAL DRAWINGS FOR MORE DETAILS PV PANELBOARD PNL-1 NOTE: 1-TYPICAL DETAIL THE DESIGN AND CONSTRUCTION WILL BE FINALIZED TO COMPLY WITH BOTH AHJ ZONING REQUIREMENTS AND NEC NOTE: 1-TYPICAL DETAIL THE DESIGN AND CONSTRUCTION WILL BE FINALIZED TO COMPLY WITH BOTH AHJ ZONING REQUIREMENTS AND NEC DECK LEVEL TO SWBD-1 2'-6" 4' - 0 " 11" PNL-1 DC STRINGS COLLECTED IN A CONDUIT WITH WEATHERHEAD AND ROUTED TO INVERTER HOMERUNS TO BE MOUNTED ON CANOPY PURLINS (WHERE NECESSARY) 80 " M I N . C L R I N P . O . T . R O U T E 98 " M I N . C L R A T P A R K I N G S P A C E S , AC C E S S A I S L E S & V E H I C U L A R RO U T E S S E R V I N G T H E M SMA SUNNY TRIPOWER INVERTERS MOUNTED HIGH ON CARPORT COLUMN CONCRETE PIER STRINGS TO ENTER BOTTOM OF INVERTER INVERTER PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R DETAILS E-501 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1 . 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D SCALE: E501 EQUIPMENT ELEVATION DETAIL NEAR POI N.T.S. 1 SCALE: E501 EQUIPMENT PLAN DETAIL NEAR POI N.T.S. 2 SCALE: E501 INVERTER MOUNTING ELEVATION N.T.S. 3 SCALE: E501 EQUIPMENT ELEVATION DETAIL-PNL-1 N.T.S. 4 Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 (N) POINT OF CONNECTION PV DISCONNECT PV EQUIPMENT (N) INV-1 TO INV-11 (N) PNL-2 (N) INV-12 (N) INV-13 (N) INV-14 PARKING GARAGE ARRAY CPY-1 CPY-3 CPY-2 POWER TO THIS SERVICE IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN CAUTION PARKING CANOPY ARRAY CPY-2 AND CPY-3 A INVERTER 1 INVERTER 2 INVERTER 3 INVERTER 4 INVERTER 5 INVERTER 6 INVERTER 7 INVERTER 8 INVERTER 9 INVERTER 10 INVERTER 11 INVERTER 12 INVERTER 13 INVERTER 14 REVENUE GRADE METER DAS WEATHER STATION DAS MAIN UTILITY AC DISCCONECT PHOTOVOLTAIC AC PANELBOARD B PHOTOVOLTAIC SYSTEM AC PANELBOARD-1 AC DISCONNECT RATINGS: OPERATING CURRENT : 1100 AMPS PNL-1 OPERATING VOLTAGE : 480 VOLTS AC MAXIMUM CURRENT : 1200 AMPS MAXIMUM VOLTAGE : 480 VOLTS AC PHOTOVOLTAIC SYSTEM AC PANELBOARD-1 AC DISCONNECT RATINGS: OPERATING CURRENT : 266 AMPS PNL-2 OPERATING VOLTAGE : 480 VOLTS AC MAXIMUM CURRENT : 400 AMPS MAXIMUM VOLTAGE : 480 VOLTS AC PHOTOVOLTAIC SYSTEM AC DISCONNECT SWITCH AC DISCONNECT RATINGS: OPERATING CURRENT : 1450 AMPS SWBD-1 OPERATING VOLTAGE : 480 VOLTS AC MAXIMUM CURRENT : 1600 AMPS MAXIMUM VOLTAGE : 480 VOLTS AC PHOTOVOLTAIC SYSTEM AC DISCONNECT SWITCH AC DISCONNECT RATINGS: OPERATING CURRENT : 1450 AMPS ACSW-PV OPERATING VOLTAGE : 480 VOLTS AC MAXIMUM CURRENT : 1600 AMPS MAXIMUM VOLTAGE : 480 VOLTS AC C C C D PHOTOVOLTAIC INVERTER MAINTENANCE DC DISCONNECT RATINGS: OPERATING CURRENT : <116.0 AMPS DC DISCONNECT SWITCH OPERATING VOLTAGE : <805.32 VOLTS DC MAXIMUM VOLTAGE : <952.74 VOLTS DC SHORT-CIRCUIT CURRENT : <121.84 AMPS E INVERTER 1 TO 11 AND 14 PHOTOVOLTAIC INVERTER MAINTENANCE DC DISCONNECT RATINGS: OPERATING CURRENT : <77.03 AMPS DC DISCONNECT SWITCH OPERATING VOLTAGE : <805.32 VOLTS DC MAXIMUM VOLTAGE : <952.74 VOLTS DC SHORT-CIRCUIT CURRENT : <81.23 AMPS E PHOTOVOLTAIC INVERTER MAINTENANCE AC DISCONNECT RATINGS: OPERATING CURRENT : 80 AMPS AC DISCONNECT SWITCH OPERATING VOLTAGE : 480 VOLTS AC MAXIMUM CURRENT : 100 AMPS MAXIMUM VOLTAGE : 480 VOLTS AC F PHOTOVOLTAIC INVERTER MAINTENANCE AC DISCONNECT RATINGS: OPERATING CURRENT : 64 AMPS AC DISCONNECT SWITCH OPERATING VOLTAGE : 480 VOLTS AC MAXIMUM CURRENT : 80 AMPS MAXIMUM VOLTAGE : 480 VOLTS AC F INVERTER 12 AND 13 ELECTRIC SHOCK HAZARD WARNING THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED G ELECTRIC SHOCK HAZARD WARNINGG LABEL AND MARKINGS LEGEND: PROVIDES THE LOCATION OF THE SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC DISCONNECTING MEANS. THIS PLAQUE SHALL BE APPLIED TO THE MAIN SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC ARRAYS DISCONNECTING MEANS AND MAIN SERVICE ENTRANCE LABEL FOR UTILITY AC DISCONNECT; 1 PER AC DISCONNECT AC SUBPANEL WARNING LABEL WITH SYSTEM SPECIFICATIONS, APPLIED TO ALL PHOTOVOLTAIC SUBPANEL; 1 PER AC SUBPANEL. UTILITY AC DISCONNECT WARNING LABEL WITH SYSTEM SPECIFICATIONS, APPLIED TO ALL PHOTOVOLTAIC DISCONNECTS; 1 PER AC DISCONNECT PHOTOVOLTAIC INVERTER MAINTENANCE DC DISCONNECT OPERATING SPECIFICATIONS LABEL APPLIED TO SPECIFIED INVERTERS; 1 PER INV1 PHOTOVOLTAIC INVERTER MAINTENANCE AC DISCONNECT OPERATING SPECIFICATIONS LABEL APPLIED TO SPECIFIED INVERTERS; 1 PER INV LABEL AC DISCONNECT AS REQUIRED BY NEC 2017 GENERAL NOTES FOR LABELS AND MARKINGS: 1. LABELS AND MARKINGS SHALL BE APPLIED TO THE APPROPRIATE COMPONENTS IN ACCORDANCE WITH THE NEC. 2. SOLAR MODULES ARE SUPPLIED FROM THE MANUFACTURER WITH MARKINGS PRE-APPLIED TO MEET THE REQUIREMENTS OF THE NEC. 3. TEXT LABELS WILL BE ETCHED WITH WHITE GRAPHICS ONTO 1/16" RED PLASTIC PLACARDS. THE LABEL WILL BE ATTACHED TO THE APPROPRIATE COMPONENT ENCLOSURES IN CONSPICUOUS PLACES USING 3M DOUBLE SIDED TAPE. 4. LABEL "A" WILL BE ETCHED WITH WHITE GRAPHICS ONTO 1/16" RED PLASTIC PLACARD. THE LABEL WILL BE EFFECTIVELY BONDED TO THE EXISTING FACILITY SWITCHBOARD AND THE NEW PHOTOVOLTAIC SYSTEM DISCONNECT. DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNINGG ARC FLASH HAZARD. APPROPRIATE PPE REQUIRED. FAILURE TO COMPLY CAN RESULT IN DEATH OR INJURY. REFER TO NFPA 70 E. A B C D E F G CAUTION SOLAR ELECTRIC SYSTEM CONNECTED WARNING PHOTOVOLTAIC POWER SOURCE G G PV EQUIPMENT (N) PNL-1 INVERTER 1 TO 11 AND 14 INVERTER 12 AND 13 NOTE: THIS PLAQUE SHALL BE APPLIED TO THE MAIN SERVICE DISCONNECTING MEANS (SWBD-1) AND THE PHOTOVOLTAIC ARRAYS DISCONNECTING MEANS (PNL-1 AND PNL-2) AND MAIN SERVICE ENTRANCE (MS-A) PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R PV LABELS E-600 16 SHOWN 966.06 981.26 820.00 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D 3. 5 0 3 / 1 7 / 2 2 I S S U E F O R P E R M I T R E V # 1 FJ PE D D 4. 0 0 6 / 1 6 / 2 2 I S S U E F O R P E R M I T R E V # 2 FJ PE D D 4 Digitally signed by Farshid Javidkia P.E. DN: cn=Farshid Javidkia P.E., c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2022.06.15 16:52:56 -07'00' Farshid Javidkia P.E. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R DATA SHEET E-700 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 PR O J E C T N A M E : SEAL & SIGNATURE: DR A W N B Y : CH E C K B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: TOTAL NUMBER OF SHEETS: CEC KW: SCALE: AC KW: DC KW: PR O J E C T A D D R E S S : PROJECT NO.: 200 HARBORSIDE DR. SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT MU L L E R C O M P A N Y - MA I N S T . T O W N C E N T E R DATA SHEET E-701 15 SHOWN 905.55 981.30 837.40 26 7 7 N . M A I N S T R E E T SA N T A A N A , CA 9 2 7 0 5 1. 0 0 9 / 1 7 / 2 1 IS S U E F O R P E R M I T FJ PE D D Digitally signed by Farshid Javidkia DN: cn=Farshid Javidkia, c=US, o=Frontier Engineering Services LLC, email=farshid@frontierengineeringservices.com Date: 2021.11.15 17:22:10 -08'00' Farshid Javidkia 2677 N Main St - 101110159-60 & 20175958-5902/07/23 CP 2 4'-0" 4'- 0"4' - 8 " 7'-9" 7'-10" 5'-0" 9'-0" 9'-1" 9'-1" 9'-10" 9'-5" 7'-8" 11'-5" 9 8 7 611 10 9'-0" 9'-9" 20'-5" SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 10 / 1 1 / 2 1 PE R M I T AD S AJ N 2 11 / 9 / 2 1 PE R M I T AD S BF 3 06 / 2 1 / 2 2 PL A N C H E C K R E S P O N S E AD S BF 1 A-103 ACCESSIBILITY PLAN SCALE: 1 ENLARGED SITE PLAN - CP2 1/8"=1'-0" SCALE: 3 ACCESSIBLE PARKING SYMBOL N.T.S. EMBLEM MUST BE LOCATED SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE 3'-8" 3'-0" 3'-8" 3'-0" BORDER AND IMAGE TO BE PAINTED WITH WHITE TRAFFIC PAINT BACKGROUND TO BE BLUE TO MATCH FEDERAL BLUE 15090 PER FEDERAL STANDARDS 595c. 4" 4" 4" EXISTING PARKING STRIPING TO REMAIN NEW STEEL COLUMN & CONCRETE PIER (TYP) SEE DET. 3/SC.1 WHEEL STOP (TYP.) SCALE: 5 ACCESSIBLE PARKING SIGNAGE - COLUMN MOUNT N.T.S. WALKWAY OR FINISHED GRADE CONCRETE FOOTING I-BEAM GALVANIZED STEEL POST 30" CONCRETE PIER ABOVE GRADE SCALE: 4 TYPICAL VAN/ACCESSIBLE PARKING SIGNAGE N.T.S. 1'-0" 1' - 6 " 2" 2" VAN ACCESSIBLE MINIMUM FINE $250 WALKWAY OR FINISHED GRADE CONCRETE FOOTING 80 " M I N . F O R F R E E S T A N D I N G 60 " M I N . F O R W A L L M O U N T E D 80 " M I N . F O R F R E E S T A N D I N G 60 " M I N . F O R W A L L M O U N T E D 1'-0" 2-1/2" DIA. GALVANIZED STEEL POST 0.80 ALUMINUM 12"x9" SIGN "MINIMUM FINE $250" CBC 11B502.6.2 0.80 ALUMINUM 12"x9" SIGN DESIGNATED FOR "VAN ACCESSIBLE" WHERE OCCURS 0.80 ALUMINUM REFLECTORIZED SIGN TEXT WHERE OCCURS WHITE 1/2" RADIUS BLUE TO MATCH FEDERAL BLUE 15090 PER FEDERAL STANDARDS 595C VAN ACCESSIBLE MINIMUM FINE $250 80 " M I N . F O R F R E E S T A N D I N G 60 " M I N . F O R W A L L M O U N T E D 80 " M I N . F O R F R E E S T A N D I N G 60 " M I N . F O R W A L L M O U N T E D 0.80 ALUMINUM 12"x9" SIGN DESIGNATED FOR "VAN ACCESSIBLE" WHERE OCCURS 0.80 ALUMINUM REFLECTORIZED SIGN TEXT WHERE OCCURS WHITE 1/2" RADIUSBLUE TO MATCH FEDERAL BLUE 15090 PER FEDERAL STANDARDS 595C ACCESSIBLE PARKING STALL SIGN TO REMAIN (TYP. 6, 1 PER PARKING SPOT) 4" WIDE PAINTED BORDER STRIPES, BLUE (TYP) SCALE: 0 1/8" = 1'-0" 8' 16'32' ACCESSIBLE PARKING SUMMARY: ·TOTAL EXISTING PARKING SPACES:1,040 ·TOTAL GROUND LEVEL SPACES:112 ·TOTAL GARAGE LEVEL SPACES:148 ·TOTAL ACCESSIBLE SPACES: 16 ·COVERED PARKING SPACES: 200 (19% OF TOTAL SPACES COVERED) ·COVERED ACCESSIBLE SPACES: 6 (38% OF TOTAL SPACES COVERED SCALE: 2 ENLARGED SITE PLAN - CP3 1/8"=1'-0" NEW STEEL COLUMN ALIGNS TO EXISTING CONCRETE COLUMNPIER (TYP) NO IMPACT TO EXISTING STRIPING SEE SG.3 - SG.5 EXISTING PARKING STRIPING TO REMAIN EL E V A T O R TO BUILDING ENTRANCE TO BUILDING ENTRANCE CANOPY OUTLINE CANOPY OUTLINE 1 1 1 NOT U S E D 12" DIA. X 3' DEEP PIER FOOTING 6/22/2022, 8:07:20 PM As design professional in responsible charge. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 AB E F C D 2 3 4 5 6 8 7 9 10 11 12 13 14 151 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 1 0 / 1 1 / 2 1 PE R M I T AD S AJ N 2 1 1 / 9 / 2 1 PE R M I T AD S BF A-200 GARAGE ELEVATIONS (SHEET 1 OF 2) As design professional in responsible charge. 11/18/2021, 1:43:20 PM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 8"6" 6" MIN. 1 3/8" DIA X 2" EMBEDMENT SIMPSON STRONG BOLT 2, STAINLESS STEEL, TYPICAL AT 4 ANCHOR BOLT HOLES PER CABINET (8 TOTAL) THICKENED EDGE AT PERIMETER OF CONCRETE PAD 7'-0" LONG X 5'-0" WIDE X MINIMUM 6" MINIMUM THICK PAD W/ #4 BAR AT 18" OC EACH WAY AT MIDDEPTH. PLACE CONCRETE O/ COMPETENT NATIVE SOIL, COMPACTED FILL, ASPHALT OR 4'' CRUSHED ROCK SLOPE TOP OF SLAB 2% DESIGN CRITERIA: 2019 CBC, ASCE7-16, ACI 318-14 WIND SPEED = 95 MPH, EXP C SEISMIC DESIGN CATEGORY D SDS = 1.067 SOIL CAPACITY PER CBC CH 18: BEARING = 1500 PSF, LATERAL BEARING = 100 PSF SIMPSON STRONG BOLT INSTALLATION REQUIRES PERIODIC SPECIAL INSPECTION. #4 CONTINUOUS REBAR AT PERIMETER THICKENED EDGE W/ 3" CLEAR COVER T.O.S. TO BE 6" ABOVE GRADE GRADE LEVEL 6" THICK CONCRETE PAD POURED ON GRADE W/ fc'=2500 pci CONCRETE AND #4 REBAR @ 18" O.C. EACH WAY AT MID-DEPTH 2 5' - 0 " CO N C R E T E P A D 7'-0" CONCRETE PAD TWO CABINET SWITCH GEAR, MAX WEIGHT = 2600 LBS 7' - 8 " 6" MIN. 6' ' M I N . 3 8" GRADE LEVEL 6" 6" THICK CONCRETE PAD POURED ON GRADE @ W/ fc'=2500 pci CONCRETE 6" #4 CONTINUOUS REBAR IN THICKENED EDGE 6" 3" CLEAR TYP. 3" C L E A R T Y P . 2" CLEAR TYP. #4 MANDATORY AT PERIMETER 3" 3" #4 @ 18 O.C. EW MID DEPTH #4 @ 18 O.C. EW MID DEPTH EQUIPMENT PAD PLAN & ELEVATION C-101 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 1 0 / 1 1 / 2 1 PE R M I T AD S AJ N 2 1 1 / 9 / 2 1 PE R M I T AD S BF 3 0 6 / 2 1 / 2 2 PL A N C H E C K R E S P O N S E AD S BF 1 6/22/2022, 8:49:47 AM 2677 N Main St - 101110159-60 & 20175958-5902/07/23 (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) X X X X X X X X X X X X X X (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate" will be valid. Call (2) working days before you dig. 1-800-227-2600 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 1 / 0 9 / 2 1 PE R M I T S U B M I T T A L FG B JC B 11.09.2021 10.31.2023 PROTECTION LEGEND SYMBOL DESCRIPTION Tree Protection Zone per Tree Protection Notes and Details; L1.2 PLAN REFERENCES 1 EXISTING DRIVE 2 EXISTING WALKWAY 3 EXISTING PARKING LOT 4 SOLAR CANOPY; REFER TO ENGINEERING DRAWINGS 5 EXISTING HEDGE 6 EXISTING METAL FENCE 7 EXISTING RETAINING WALL 8 EXISTING WATER FEATURE Existing tree count at parking stalls to show conformance with City of Santa Ana's parking requirement of one (1) tree per (10) stalls Notes: 1. Protect all existing trees on site that are not shown to be removed. If construction activity gets close to any trees not shown with a Tree Protection Zone, follow the procedures outlined in the Tree Protection Notes and setup a Tree Protection Zone. Ex SAN T I A G O C R E E K NO R T H M A I N S T R E E T L1.1 TREE PROTECTION PLAN 2677 NORTH MAIN STREET PARKING STRUCTURE EXISTING TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME EXISTING TREE PALETTE EUCALYPTUS SIDEROXYLON 'ROSEA' PINK IRONBARK GLEDITSIA TRIACANTHOS 'SUNBURST' SUNBURST LOCUST JACARANDA MIMOSIFOLIA JACARANDA LOPHOSTEMON CONFERTUS BRISBANE BOX SYAGRUS ROMANZOFFIANA QUEEN PALM REMOVE EXISTING TREE PER ENGINEERS DRAWINGS (E) (E) (E) (E) (E) X Remove turf and top layer of soil to set finish grade 4-5" below top of adjacent curb; take care not to over excavate and damage roots from trees that are protected; protect existing signage in place TURF REMOVAL LEGEND SYMBOL DESCRIPTION 1 1 1 2 2 2 2 2 3 3 3 3 3 4 5 8 7 7 6 6 6 5 5 5 5 N TREE PROTECTION PLAN 00 20' 40'10' E1 E2 E3 E6 E7 E8 E4 E5 26 Parking Stalls 26 Parking Stalls 2677 N Main St - 101110159-60 & 20175958-5902/07/23 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 11 / 0 9 / 2 1 PE R M I T S U B M I T T A L FG B JC B 11.09.2021 10.31.2023 L1.2 TREE PROTECTION DETAIL AND NOTES e Tree Protection Zone per Tree Protection Notes SeeTree Preservation Plan for fence alignment. 5' - 0 " Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 2 3/8" OD line posts and 2 7/8" OD corner and pull posts Tree Protection fence and gate: chain-link per Tree Protection Notes, ASTM F 567, and manufacturer’s written instructions. set steel posts in sturdy fence panel foot stands; care shall be taken to avoid any root damage SECTION VIEW 8 1/2" x 11" minimum Tree protection signage that reads: “WARNING - Tree Protection Zone - This fence shall not be removed and is subject to penalty." Install signs at a maximum of twenty foot spacing on protection zone fencing, but no fewer than four signs with each facing a different direction See Tree Protection Notes for additional tree protection requirements, including maintenance during the construction period. Scale: 1/2" = 1'-0"1. TREE PROTECTION FENCE TREE AND PLANT PROTECTION NOTES: 1. PROTECT ALL TREES WITHIN THE PRIVATE PROPERTY UNLESS NOTED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF PROTECTED TREE ROOT SYSTEMS SHALL BE WITHIN THE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). 2. PROTECT ALL EXISTING SHRUBS WITHIN AND AROUND THE LANDSCAPE SCOPE OF WORK; REPLACE IN KIND PLANTS DAMAGED DURING CONSTRUCTION; REVIEW WITH LANDSCAPE ARCHITECT REPLACEMENT SPECIES. 3. CONTRACTOR SHALL PROTECT THE TREE AND PLANT PROTECTION AREA AT ALL TIMES FROM COMPACTION OF THE SOIL; DAMAGE OF ANY KIND TO TRUNKS, BARK, BRANCHES, LEAVES AND ROOTS OF ALL PLANTS; AND CONTAMINATION OF THE SOIL, BARK OR LEAVES WITH CONSTRUCTION MATERIALS, DEBRIS, SILT, FUELS, OILS, AND ANY CHEMICALS SUBSTANCE. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY SPILLS, COMPACTION OR DAMAGE AND TAKE CORRECTIVE ACTION IMMEDIATELY USING METHODS APPROVED BY THE OWNER'S REPRESENTATIVE. 4. CONTRACTOR SHALL NOT ENGAGE IN ANY CONSTRUCTION ACTIVITY WITHIN THE TREE AND PLANT PROTECTION AREA OTHER THAN REPLANTING AS SHOWN IN THESE CONSTRUCTION DOCUMENTS WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE INCLUDING: OPERATING, MOVING OR STORING EQUIPMENT; STORING SUPPLIES OR MATERIALS; LOCATING TEMPORARY FACILITIES INCLUDING TRAILERS OR PORTABLE TOILETS AND SHALL NOT PERMIT EMPLOYEES TO TRAVERSE THE AREA TO ACCESS ADJACENT AREAS OF THE PROJECT OR USE THE AREA FOR LUNCH OR ANY OTHER WORK BREAKS. THE TREE PROTECTION ZONE SHALL NOT BE SUBJECTED TO FLOODING INCIDENTAL TO THE CONSTRUCTION WORK. 5. IN THE EVENT THAT CONSTRUCTION ACTIVITY IS UNAVOIDABLE WITHIN THE TREE AND PLANT PROTECTION AREA, NOTIFY THE OWNER'S REPRESENTATIVE AND SUBMIT A DETAILED WRITTEN PLAN OF ACTION FOR APPROVAL. THE PLAN SHALL INCLUDE: A STATEMENT DETAILING THE REASON FOR THE ACTIVITY INCLUDING WHY OTHER AREAS ARE NOT SUITED; A DESCRIPTION OF THE PROPOSED ACTIVITY; THE TIME PERIOD FOR THE ACTIVITY, AND A LIST OF REMEDIAL ACTIONS THAT WILL REDUCE THE IMPACT ON THE TREE AND PLANT PROTECTION AREA FROM THE ACTIVITY. 6. CONTRACTOR SHALL SCHEDULE A PRE - CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AT LEAST SEVEN (7) DAYS BEFORE BEGINNING WORK TO REVIEW ANY QUESTIONS THE CONTRACTOR MAY HAVE REGARDING THE WORK, ADMINISTRATIVE PROCEDURES DURING CONSTRUCTION AND PROJECT WORK SCHEDULE FOR TREE PROTECTION AND REMOVAL OF ANY ON-SITE PLANT MATERIAL. PRIOR TO THE PRECONSTRUCTION MEETING, CONTRACTOR SHALL LAYOUT THE LIMITS OF THE TREE AND PLANT PROTECTION AREA AS INDICATED IN THE PLANS AND THEN ALIGNMENTS OF REQUIRED TREE AND PLANT PROTECTION FENCING AND ANY ROOT PRUNING. OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF THE LIMITS OF THE PROTECTION AREA AND THE ALIGNMENT OF ALL FENCING AND ROOT PRUNING. 7. FLAG ALL TREES AND SHRUBS TO BE REMOVED BY WRAPPING ORANGE PLASTIC RIBBON AROUND THE TRUNK AND OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF ALL TREES AND SHRUBS TO BE REMOVED PRIOR TO THE START OF TREE AND SHRUB REMOVAL. AFTER APPROVAL, MARK ALL TREES AND SHRUBS TO BE REMOVED WITH ORANGE PAINT IN A BAND COMPLETELY AROUND THE BASE OF THE TREE OR SHRUB 4.5 FEET ABOVE THE GROUND. 8. FLAG ALL TREES AND SHRUBS TO REMAIN WITHIN THE AREA OF WORK WITH WHITE PLASTIC RIBBON TIED COMPLETELY AROUND THE TRUNK OR EACH TREE AND ON A PROMINENT BRANCH FOR EACH SHRUB. OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF ALL TREES AND SHRUBS TO BE REMAIN PRIOR TO THE START OF TREE AND SHRUB REMOVAL. 9. ROOT PRUNING a. ROOTS SMALLER THAN 1-INCH IN DIAMETER ARE NOT CONSIDERED TO BE SIGNIFICANT AND MAY BE REMOVED BY THE MOST EFFICIENT MEANS. b.IF LARGER ROOTS (GREATER THAN AN INCH IN DIAMETER) ARE EXPOSED, ROOT PRUNING SHALL NOT BE ATTEMPTED BY UNTRAINED CONSTRUCTION PERSONNEL, BUT SHALL BE PERFORMED BY QUALIFIED TREE CARE PROFESSIONALS OR CERTIFIED TREE CARE WORKERS APPROVED BY THE LOCAL JURISDICTION. ROOTS SHALL BE CLEANLY SAW-CUT; DO NOT BREAK, TEAR, CHOP, OR SLANT THE CUTS. ROOTS MUST BE CUT CLEAN TO SOUND WOOD AND FLUSH WITH THE TRENCH SIDE. DO NOT USE A BACKHOE OR OTHER EQUIPMENT THAT RIPS, TEARS, OR PULLS ROOTS. A PNEUMATIC AIR SPADE IS THE PREFERRED TOOL FOR EXCAVATION WITHIN THE TREE PROTECTION ZONE AND ROOT EXPOSURE. c.ROOTS OF ANY DIAMETER FARTHER THAN 8-FEET FROM THE TREE TRUNK, WHICH ARE IN CONFLICT WITH THE PROPOSED WORK MAY BE GROUND A MAXIMUM OF ONE-HALF OF THEIR DIAMETER. WORK OF THIS NATURE SHALL ONLY BE PERFORMED USING A MECHANICAL STUMP GRINDER AND ONLY BY PERSONNEL FAMILIAR WITH ITS OPERATION. d.ONCE ROOTS ARE CUT, THEY SHOULD BE COVERED WITH SOIL WITHIN 15-MINUTES. BACKFILL AND ADD WATER TO SOAK. DO NOT ALLOW EXPOSED ROOTS TO DRY-OUT. IF THE TRENCH CANNOT BE BACKFILLED IMMEDIATELY, PROVIDE TEMPORARY EARTH-COVER OR WRAP WITH MOIST BURLAP. WATER AND MAINTAIN A MOIST CONDITION. BACKFILL TRENCH AS SOON AS POSSIBLE. AFTER BACKFILLING, EXCESS SOIL ABOVE ORIGINAL GRADE SHALL BE REMOVED FROM THE SITE. 10. CANOPY PRUNING SHALL BE CONDUCTED BY A CERTIFIED ARBORIST FAMILIAR WITH THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) PRUNING GUIDELINES AND SHALL COMPLY WITH THE GUIDELINES ESTABLISHED BY THE ISA, TREE PRUNING GUIDELINES, CURRENT EDITION, TO MAINTAIN THE HEALTH OF THE TREES. 11. ANY REQUIRED TRENCHING SHOULD BE ROUTED IN A MANNER TO MINIMIZE ROOT DAMAGE. RADIAL TRENCHING (RADIAL TO THE TREE TRUNK) IS PREFERRED AS IT IS LESS HARMFUL THAN TANGENTIAL TRENCHING. CUTTING OF ROOTS SHOULD BE AVOIDED IF POSSIBLE (I.E. PLACE PIPES AND CABLES BELOW UNCUT ROOTS). WHEREVER POSSIBLE, AND IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS, THE SAME TRENCH SHOULD BE USED FOR MULTIPLE UTILITIES. 12. WHERE UTILITY TRENCHES ARE REQUIRED OUTSIDE PROTECTION ZONES, CUT ONLY SMALLER ROOTS (LESS THAN ONE INCH IN DIAMETER) THAT INTERFERE WITH INSTALLATION OF UTILITIES. CUTTING OF ROOTS SHOULD BE AVOIDED (I.E. PLACE PIPES AND CABLES BELOW UNCUT ROOTS). WHEREVER POSSIBLE AND IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS, THE SAME TRENCH SHOULD BE USED FOR MULTIPLE UTILITIES. 13. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION ABOUT EXISTING AND PROPOSED SITE ELEMENTS AND IMPROVEMENTS. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E MEMORY LANE N M A I N S T R E E T 8' SO. CAL. EDISON ESMT REC:1/20/1987 INST:87-030635 O.R. CITY OF SANTA ANA SD ESMT REC:6/10/1987 INST:87-328196 O.R. CITY OF SANTA ANA WTR ESMT REC:1/14/1988 INST:88-018704 O.R. FOUND LEAD AND DISK STAMPED "SANTA ANA SURVEY" FOUND LEAD AND DISK STAMPED "SANTA ANA SURVEY" FOUND LEAD AND DISK STAMPED "SANTA ANA SURVEY" FOUND SPIKE & WASHER STAMPED "SANTA ANA SURVEY" FOUND SPIKE & WASHER STAMPED "SANTA ANA SURVEY" FOUND SPIKE & WASHER STAMPED "SANTA ANA SURVEY" 3 4 30 ' - 9 7 / 8 " 30 ' - 9 7 / 8 " 2 1 3 4 30 ' - 9 7 / 8 " 27 ' - 4 3 / 4 " 2 1 30 ' - 9 7 / 8 " 27 ' - 4 3 / 4 " CP3 CP2 11 2 ' - 1 1 3 / 4 " 10 ' - 3 " 10 ' - 3 " 99 ' - 3 3 / 8 " 6' - 1 0 " 6'- 1 0 " 29 4 ' - 1 7 / 8 " 1' - 5 5 / 8 " 17 ' - 2 " 24 ' - 8 " 20 ' - 6 " 20 ' - 6 " 20 ' - 6 " 20 ' - 6 " 20 ' - 6 " 20 ' - 6 " 20 ' - 6 " 20 ' - 6 " 20 ' - 6 " 20 ' - 6 " 25 ' - 0 " 16 ' - 2 " 4' - 1 0 1 / 4 " 183'-0 15'-6 1/8"43'-8"60'-11"43'-0"17'-11" 1' - 4 3 / 8 " 5' - 3 7 / 8 " 6" 3'-1 1/4" 4'-0 3/4"7'-3 5/8" A.9 2'-6" 3'-1 1/4" CP1 48'-0 1/4" 48'-0 1/4" 9 8 7 6 5 1 15 14 13 12 11 10 4 3 2 C DAB E F 20 ' - 3 " 2" 1'-0" 10'-4 " 61'-5" 17'-1" 71'-2" 64'32'0'32' 11 3 ' - 0 " 48'-0" 48'-0" 99 ' - 3 " DET. 2/A-103 DET. 1/A-103 (E) PARKING GARAGE (E) PARKING LOT 1 SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 10 / 1 1 / 2 1 PE R M I T AD S AJ N 2 11 / 9 / 2 1 PE R M I T AD S BF 3 06 / 2 1 / 2 2 PL A N C H E C K R E S P O N S E AD S BF 1 4 09 / 0 9 / 2 4 ST R I P I N G R E V I S I O N AD S DP B 2 5 03 / 2 6 / 2 5 BO L L A R D R E V I S I O N AD S DP B 3 6 09 / 2 3 / 2 5 AD A TT RA 4 A-100 OVERALL SITE PLAN GROUND CANOPY SCHEDULE HANWHA Q.PEAK DUO L-G8.2 (415W) CANOPY NUMBER PANELS COLUMNS POWER (KWSTC)ARRAY TILT (°)AZIMUTH CP2 231 4 95.86 5°271° CP3 203 4 84.25 5°271° TOTALS 434 8 180.11 GARAGE CANOPY SCHEDULE HANWHA Q.PEAK DUO L-G8.2 (415 & 430W) CANOPY NUMBER PANELS POWER (KWSTC)ARRAY TILT (°)AZIMUTH CP1 1909 801.19 5°271°/ 91° TOTALS 1909 801.19 LEGEND ACCESSIBLE ROUTE 4 10/6/2025, 8:53:27 AM 4'-0" 4'- 0 " 4' - 0 " M I N 5'-0" MIN 5'-0" MIN5'-0" MIN 9'-0" MIN 9'-0" MIN 9'-0" MIN 9'-0" MIN9'-0" MIN5'-0" MIN12'-0" MIN NO PARKING NO PARKING NO PARKING NO PARKING VAN 4'-0 " M I N 18 ' - 0 " M I N 18 ' - 0 " M I N 18 ' - 0 " M I N 9'-0" MIN 18 ' - 0 " M I N T O C O L U M N 18 ' - 0 " M I N T O C O L U M N 9'-0" MIN 5'-0" MIN NO PARKING 8'-0" MIN VAN NO PARKING NO PARKING SEAL & SIGNATURE: 200 HARBORSIDE DRIVE SUITE 200 SCHENECTADY, NY 12305 © COPYRIGHT DISTRIBUTED SOLAR DEVELOPMENT PR O J E C T N A M E : DR A W N B Y : CH E C K E D B Y : RE V I S I O N D E S C R I P T I O N DA T E : NO . SHEET TITLE: SHEET NO.: PR O J E C T A D D R E S S : MU L L E R C O M P A N Y MA I N S T R E E T T O W N C E N T E R 26 7 7 N . M A I N S T R E E T SA N T A A N A , C A 92 7 0 5 1 10 / 1 1 / 2 1 PE R M I T AD S AJ N 2 11 / 9 / 2 1 PE R M I T AD S BF 3 06 / 2 1 / 2 2 PL A N C H E C K R E S P O N S E AD S BF 1 4 09 / 0 9 / 2 4 ST R I P I N G R E V I S I O N AD S DP B 2 5 03 / 2 6 / 2 5 BO L L A R D R E V I S I O N AD S DP B 3 6 05 / 2 9 / 2 5 AD A DP B 7 09 / 2 2 / 2 5 AD A TT 4 RA A-103 ACCESSIBILITY PLAN LEGEND ACCESSIBLE ROUTE SCALE:1 ENLARGED SITE PLAN - CP2 1/8"=1'-0" SCALE:3 ACCESSIBLE PARKING SYMBOL N.T.S. EMBLEM MUST BE LOCATED SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE 3'-8" 3'-0" 3'-8"3'-0" BORDER AND IMAGE TO BE PAINTED WITH WHITE TRAFFIC PAINT BACKGROUND TO BE BLUE TO MATCH FEDERAL BLUE 15090 PER FEDERAL STANDARDS 595c. 4" 4" 4" 4" (E) PARKING STRIPING (N) STEEL COLUMN & CONCRETE PIER (TYP.) DET. 3/SC.1 (E) WHEEL STOP (TYP.) SCALE:5 TYPICAL STRIPING DETAIL N.T.S.SCALE:4 TYPICAL VAN/ACCESSIBLE PARKING SIGNAGE N.T.S. 1'-0" 1' - 6 " 2" 2" VAN ACCESSIBLE MINIMUM FINE $250 WALKWAY OR FINISHED GRADE CONCRETE FOOTING 80 " M I N . F O R F R E E S T A N D I N G 60 " M I N . F O R W A L L M O U N T E D 80 " M I N . F O R F R E E S T A N D I N G 60 " M I N . F O R W A L L M O U N T E D 1'-0" 2-1/2" DIA. GALVANIZED STEEL POST 0.80 ALUMINUM 12"x9" SIGN "MINIMUM FINE $250" CBC 11B502.6.2 0.80 ALUMINUM 12"x9" SIGN DESIGNATED FOR "VAN ACCESSIBLE" WHERE OCCURS 0.80 ALUMINUM REFLECTORIZED SIGN TEXT WHERE OCCURS WHITE 1/2" RADIUSBLUE TO MATCH FEDERAL BLUE 15090 PER FEDERAL STANDARDS 595C (E) ACCESSIBLE PARKING STALL SIGN (TYP. OF 6, 1 PER PARKING SPOT) (E) 4" WIDE PAINTED BORDER STRIPES, BLUE (TYP.) SCALE:2 ENLARGED SITE PLAN - CP3 1/8"=1'-0" (N) STEEL COLUMN ALIGNS TO EXISTING CONCRETE COLUMN PIER (TYP.) NO IMPACT TO (E) STRIPING SEE SG.3 - SG.5 EL E V A T O R TO BUILDING ENTRANCE TO BUILDING ENTRANCE OUTLINE OF (N) SHADE STRUCTURE ABOVE (N) CANOPY OUTLINE ABOVE 12" DIA. X 3' DEEP PIER FOOTING (E) VAN ACCESSIBLE PARKING STALL (N) PANEL BOARD PNL-2 4 (E) TRUNCATED DOME 4 (N) ACCESSIBLE PARKING STALL SIGN (TYP.) SEE 4/A103 (E) ACCESSIBLE PARKING ACCESS AISLE SCALE: 0 1/8" = 1'-0" 8'16'32' SCALE: 0 1/8" = 1'-0" 8'16'32' (N) BOLLARDS (TYP.) (E) WHEEL STOP (TYP.) (E) ACCESSIBLE ROUTE (N) ACCESSIBLE PARKING ACCESS AISLE TO BE PAINTED OVER 1 (E) ACCESSIBLE PARKING STALL AND 1 (E) STANDARD PARKING STALL (E) ACCESSIBLE PARKING STALL (TYP.) (N) ACCESSIBLE PARKING STALL TO BE PAINTED OVER 1 (E) STANDARD PARKING STALL 2 (E) ACCESSIBLE STALLS AT GRADE - NOT IN SCOPE INTERNATIONAL SYMBOL OF ACCESSIBILITY, 3' x 3' MIN, PER 3/- ALIGNED WITH END (BACK) OF STALL 4" WIDE BORDER AROUND ACCESSIBLE PARKING STALL AND ACCESS AISLE, BLUE COLOR #15090 FED STD 595C 48" x 6" WHEEL STOP 4 4 4 CROSS WALK, WHITE BORDER WITH DIAGONAL HATCHING, 36" O.C. ACCESSIBLE PARKING SIGN, PER 4/- 4" WIDE WHITE DIAGONAL STRIPING, 36" O.C. WHITE LETTERING 12" MIN HIGH (NO STRIPE OVER TEXT) 8" 2' - 6 " 1'-0" 18 ' - 0 " M I N 9'-0" MIN 3'-0"EQEQ 5' MIN STD 5' MIN VAN W/ 12' STALL 8' MIN W/ 9' STALL 10/6/2025, 8:53:27 AM CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 Civic Center Plaza ● M-22 Santa Ana, California 92702 www.santa-ana.org (714) 647-5659 May 2022 Page 1 of 2 PARKING LOT DEVELOPMENT PROJECTS WATER QUALITY MANAGEMENT PLAN (WQMP) REQUIREMENTS The purpose of this document is to assist property owners, developers, and project engineers with determining whether a parking lot project is subject to WQMP requirements. All parking lot projects are required to complete the WQMP checklist on page 2 of this document and submit it to the Public Works Agency prior to issuance of any permits. The City of Santa Ana owns and operates a Municipal Separate Storm Sewer System (MS4) and is subject to the requirements of the North Orange County Municipal NPDES Permit (Order No. R8-2009- 0030, as amended by Order No. R8-2010-0062). The NPDES Permit is issued to the City by the Regional Water Quality Control Board and contains various programs designed to protect water quality standards and reduce pollutants discharged in urban stormwater runoff. One such program is the New Development/Significant Redevelopment program, which requires the City to ensure that WQMPs are prepared for priority development projects, such as:  Parking lots 5,000 square feet or more including associated drive aisle, and potentially exposed to urban stormwater runoff. A parking lot is defined as a land area or facility for the temporary parking or storage of motor vehicles used personally, for business, or for commerce.  All significant redevelopment projects, where significant redevelopment is defined as the addition or replacement of 5,000 or more square feet of impervious surface on an already developed site. Redevelopment does not include routine maintenance activities that are conducted to maintain original line and grade, hydraulic capacity, original purpose of the facility, or emergency redevelopment activity required to protect public health and safety. Additional WQMP resources can be found below: Model WQMP and Technical Guidance Document (TGD): https://ocerws.ocpublicworks.com/service-areas/oc-environmental-resources/oc-watersheds/watershed- programs/water-quality City of Santa Ana Water Quality Ordinance (Chapter 18, Article IV of SAMC): https://library.municode.com/ca/santa_ana/codes/code_of_ordinances?nodeId=PTIITHCO_CH18HESA_A RTIVWAPO City of Santa Ana Stormwater Program: https://www.santa-ana.org/stormwater-management/ Orange County Stormwater Program: https://h2oc.org/ For additional information, please contact the City’s NPDES Manager at (714) 647-5659. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 Civic Center Plaza ● M-22 Santa Ana, California 92702 www.santa-ana.org (714) 647-5659 May 2022 Page 2 of 2 WATER QUALITY MANAGEMENT PLAN (WQMP) CHECKLIST Project Title and Address: Select the type of construction that applies to your parking lot project then follow the arrows to determine if the project is subject to WQMP requirements. Submit the completed checklist to the Public Works Agency. Construction of a new parking lot Addition or Redevelopment to an existing parking lot Enter surface area (square-feet) of new parking lot, including drive aisles, exposed to stormwater runoff in Box 1 below. sq-ft Does the project result in the addition of new impervious surface1 to the existing parking lot area (i.e. increased parking area)? Enter surface area (square-feet) of parking lot addition, including drive aisles, exposed to stormwater runoff in Box 2 below. Does the project consist of a “grind and overlay” and/or “slurry seal” treatment to the existing parking lot surface? sq-ft Is native soil2 being exposed, surface material changing (i.e. asphalt to concrete), or grade/drainage patterns changing? No WQMP Required3 No WQMP Required3 1 2 Enter surface area (square-feet) of redeveloped parking lot, including drive aisles, exposed to stormwater runoff in Box 3 below. sq-ft 3 1Impervious surface is a surface that prohibits stormwater infiltration into the ground 2Native soil is the soil below any existing engineered fill or base material 3Project is considered routine maintenance If the sum of the values entered into Box 1, 2, and 3 is greater than or equal to 5,000 square-feet, the project is subject to WQMP requirements and will require a grading permit. Public Works Agency – Development Engineering staff review and approve WQMPs and grading plans. Grading permits may also be required for routine maintenance projects, subject to the discretion of the Public Works Agency. I certify that the above information is true and accurate to the best of my knowledge. I am aware that City staff may conduct inspections of the project during construction and if staff determine the project is in fact subject to WQMP requirements, a Stop Work Order and/or Administrative Citation(s) with Administrative Fine(s) may be issued to the contractor and property owner, and a WQMP will be required for the project. Yes No Yes No Yes No Checkbox Checkbox Signature: Print Name: Date: Yes 2677 N Main St - 101110159-60 & 20175958-5902/07/23 CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 Civic Center Plaza ● M-22 Santa Ana, California 92702 www.santa-ana.org (714) 647-5659 May 2022 Page 1 of 2 PARKING LOT DEVELOPMENT PROJECTS WATER QUALITY MANAGEMENT PLAN (WQMP) REQUIREMENTS The purpose of this document is to assist property owners, developers, and project engineers with determining whether a parking lot project is subject to WQMP requirements. All parking lot projects are required to complete the WQMP checklist on page 2 of this document and submit it to the Public Works Agency prior to issuance of any permits. The City of Santa Ana owns and operates a Municipal Separate Storm Sewer System (MS4) and is subject to the requirements of the North Orange County Municipal NPDES Permit (Order No. R8-2009- 0030, as amended by Order No. R8-2010-0062). The NPDES Permit is issued to the City by the Regional Water Quality Control Board and contains various programs designed to protect water quality standards and reduce pollutants discharged in urban stormwater runoff. One such program is the New Development/Significant Redevelopment program, which requires the City to ensure that WQMPs are prepared for priority development projects, such as:  Parking lots 5,000 square feet or more including associated drive aisle, and potentially exposed to urban stormwater runoff. A parking lot is defined as a land area or facility for the temporary parking or storage of motor vehicles used personally, for business, or for commerce.  All significant redevelopment projects, where significant redevelopment is defined as the addition or replacement of 5,000 or more square feet of impervious surface on an already developed site. Redevelopment does not include routine maintenance activities that are conducted to maintain original line and grade, hydraulic capacity, original purpose of the facility, or emergency redevelopment activity required to protect public health and safety. Additional WQMP resources can be found below: Model WQMP and Technical Guidance Document (TGD): https://ocerws.ocpublicworks.com/service-areas/oc-environmental-resources/oc-watersheds/watershed- programs/water-quality City of Santa Ana Water Quality Ordinance (Chapter 18, Article IV of SAMC): https://library.municode.com/ca/santa_ana/codes/code_of_ordinances?nodeId=PTIITHCO_CH18HESA_A RTIVWAPO City of Santa Ana Stormwater Program: https://www.santa-ana.org/stormwater-management/ Orange County Stormwater Program: https://h2oc.org/ For additional information, please contact the City’s NPDES Manager at (714) 647-5659. 2677 N Main St - 101110159-60 & 20175958-5902/07/23 CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 Civic Center Plaza ● M-22 Santa Ana, California 92702 www.santa-ana.org (714) 647-5659 May 2022 Page 2 of 2 WATER QUALITY MANAGEMENT PLAN (WQMP) CHECKLIST Project Title and Address: Select the type of construction that applies to your parking lot project then follow the arrows to determine if the project is subject to WQMP requirements. Submit the completed checklist to the Public Works Agency. Construction of a new parking lot Addition or Redevelopment to an existing parking lot Enter surface area (square-feet) of new parking lot, including drive aisles, exposed to stormwater runoff in Box 1 below. sq-ft Does the project result in the addition of new impervious surface1 to the existing parking lot area (i.e. increased parking area)? Enter surface area (square-feet) of parking lot addition, including drive aisles, exposed to stormwater runoff in Box 2 below. Does the project consist of a “grind and overlay” and/or “slurry seal” treatment to the existing parking lot surface? sq-ft Is native soil2 being exposed, surface material changing (i.e. asphalt to concrete), or grade/drainage patterns changing? No WQMP Required3 No WQMP Required3 1 2 Enter surface area (square-feet) of redeveloped parking lot, including drive aisles, exposed to stormwater runoff in Box 3 below. sq-ft 3 1Impervious surface is a surface that prohibits stormwater infiltration into the ground 2Native soil is the soil below any existing engineered fill or base material 3Project is considered routine maintenance If the sum of the values entered into Box 1, 2, and 3 is greater than or equal to 5,000 square-feet, the project is subject to WQMP requirements and will require a grading permit. Public Works Agency – Development Engineering staff review and approve WQMPs and grading plans. Grading permits may also be required for routine maintenance projects, subject to the discretion of the Public Works Agency. I certify that the above information is true and accurate to the best of my knowledge. I am aware that City staff may conduct inspections of the project during construction and if staff determine the project is in fact subject to WQMP requirements, a Stop Work Order and/or Administrative Citation(s) with Administrative Fine(s) may be issued to the contractor and property owner, and a WQMP will be required for the project. Yes No Yes No Yes No Checkbox Checkbox Signature: Print Name: Date: Yes Muller Santa Ana Complex - Solar Canopy site x Christian Inzunza Christian Inzunza 8/17/22 2677 N Main St - 101110159-60 & 20175958-5902/07/23 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments ·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. ·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2.Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5.Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6.Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7.Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8.Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9.Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10.Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12.Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM Christia n Inzunza Digitally signed by Christian Inzunza Date: 2022.03.01 08:46:30 -08'00' Christia n Inzunza Digitally signed by Christian Inzunza Date: 2022.03.01 08:46:39 -08'00' Christian Inzunza Digitally signed by Christian Inzunza Date: 2022.03.01 08:45:30 -08'00' Christian Inzunza Digitally signed by Christian Inzunza Date: 2022.03.01 08:46:18 -08'00' 2677 N Main St - 101110159-60 & 20175958-5902/07/23 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 2677 N Main St - 101110159-60 & 20175958-5902/07/23 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments ·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. ·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2.Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5.Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6.Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7.Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8.Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9.Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10.Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12.Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM Christia n Inzunza Digitally signed by Christian Inzunza Date: 2022.03.01 08:46:30 -08'00' Christia n Inzunza Digitally signed by Christian Inzunza Date: 2022.03.01 08:46:39 -08'00' Christian Inzunza Digitally signed by Christian Inzunza Date: 2022.03.01 08:45:30 -08'00' Christian Inzunza Digitally signed by Christian Inzunza Date: 2022.03.01 08:46:18 -08'00' 2677 N Main St - 101110159-60 & 20175958-5902/07/23 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 2677 N Main St - 101110159-60 & 20175958-5902/07/23