The URL can be used to link to this page

Home My WebLink AboutEXPIRED-1417 S Broadway - Plan76 North Meadowbrook Drive Scott E. Wyssling, PE Alpine, UT 84004 Jon P. Ward, SE, PE office (201) 874-3483 Gregory T. Elvestad, PE swyssling@wysslingconsulting.com March 21, 2022 Current Insight 2852 W. Amini Way South Jordan, UT 84095 Re: Engineering Services Devereaux Residence 1417 S Broadway, Santa Ana CA 8.760 kW System To Whom It May Concern: We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system. A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system. B. Description of Structure: Roof Framing: 2 x 8 dimensional lumber spaced at 24” on center Roof Material: Roof Slope: Attic Access: Foundation: Permanent C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 4.85 psf o TOTAL = 11.85 PSF • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o TOTAL = 10 psf • Live Load = 20 psf (reducible) – 0 psf at locations of solar panels • Ground Snow Load = 0 psf • Wind Load based on ASCE 7-16 o Ultimate Wind Speed = 95 mph (based on Risk Category II) o Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2019 California Building Code, including provisions allowing existing structures to not require strengthening if the new loads do not exceed existing design loads by 105% for gravity elements and 110% for seismic elements. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. Rolled Roofing 0 degrees Accessible 1417 S Broadway - 101110019 & 2017587207/18/22 Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted to the ballast system in accordance with the most recent “Unirac Installation Manual”, which can be found on the Unirac website (http://unirac.com/roofmount/). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Ballast system shall be placed on the roof in accordance with Unirac recommended layout and per their installation instructions. 3. To avoid overloading the existing structure during staging and installation, materials to be installed on the roof shall not be stacked in one area on the roof. Components shall be stored on the ground and placed on the roof in their final position. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the 2019 California Building Code, current industry standards, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. Very truly yours, Scott E. Wyssling, PE California License No. 83664 1417 S Broadway - 101110019 & 2017587207/18/22 Wyssling Consulting 76 N. Meadowbrook Drive Alpine, UT 84004 (201) 874-3483 swyssling@wysslingconsulting.com Existing Devereaux Residence Roof Dead Load 1417 S Broadway 2 psf Rolled Asphalt Santa Ana, CA 1 psf 7/16" Plywood Sheathing 2 psf 2x8 @ 24 in. o.c. 0 psf Ceiling, Mechanical, Electrical 3 psf Miscellaneous 8 psf TOTAL Second Floor Dead Load 0 psf Floor Finishes 0 psf 1 1/8" Subfloor Sheathing 0 psf Joists @ 16' o.c. 0 psf Partitions 0 psf Ceiling, Mechanical, Electrical 0 psf Miscellaneous 0 psf TOTAL Roof Live Load Floor Live Load 20 psf 0 psf Roof Snow Load Ground SnowLoad= 0 psf (to be divided by cosine of roof angle for horizontal projection ASCE 7 Sec. 7.4) pf = 0.7 Ce Ct I pg = 0 psf Ce = 1, Ct = 1.1 Flat Roof Snow Load (ASCE 7-16 Eq. 7.3-1) Cs = 1.00 ASCE 7-16 Figure 7.4-1 Additional Roof Dead Load - New Solar Panels 5 psf Roof Live Load at Solar Panels 0 psf Roof Snow Load at Solar Panels 0 psf Sloped Roof Snow Load (ASCE 7-16 Eq. 7.4-1) Total Total Existing Roof Load = (DLROOF + Max(LLROOF or S)) AreaRAFTER 42148.5 plf Total New Roof Load = (DLROOF + DLADD + Max(LLROOF or S)) AreaRAFTER 35011.0 plf Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load -16.93% 2018 IEBC Section 807.4 states: "Existing structural elements supporting any additional gravity loads as a result of the alterations, including the effects of snow drift , shall comply with the International Building Code. EXCEPTION: 1. Structural elements whose stress is not increased by more than 5%." Gravity Loads Total New Gravity Loads are less than Existing Loads. OK Signed 6-1-22 1417 S Broadway - 101110019 & 2017587207/18/22 Wyssling Consulting 76 N. Meadowbrook Drive Alpine, UT 84004 (201) 874-3483 swyssling@wysslingconsulting.com V = 95 Basic Wind Speed Devereaux Residence Exposure C ASCE 7-16, Section 26.7 1417 S Broadway Kz = 0.85 Velocity Pressure Coefficient, ASCE 7-16, Figure 26.10-1 Santa Ana, CA Kzt = 1 Topographic Factor, ASCE 7-16, Section 26.8.2 Kd = 0.85 Directionality Factor, ASCE 7-16, Section 26.6 Ke = 0.824 Ground Elevation Factor, ASCE 7-16, Section 26.9 qh = 13.8 psf qh = 0.00256KzKztKdKeV2 (ASCE 7-16 Eq. 26.10-1) Roof Angle = 0 deg Roof Type Gable sanchor = 48 in Horizontal spacing of roof anchors Atrib = 6.56 sf Panel Area tributary to each roof anchor GCp External Pressure Coefficient, ASCE 7-16, Figure 30.3-2 Roof Zone Zone 1 1'Zone 2 Zone 3 -1.70 -0.90 -2.30 -3.20 ga = 0.80 Pressure Equalization Factor, ASCE 7-16 Figure 29.4.-8 gE = 1.00 Edge Array Factor, ASCE 29.4.3 edges < 0.5*building height, and panel spacing < 4ft. pnet = qhGCpgEga = Design Wind Pressure, ASCE 7-16, Equation 29.4-7 Roof Zone 1 1' Zone 2 Zone 3 -19 psf -10 psf -25 psf -35 psf Min Pressure = -16 psf Use 19 psf Use 16 psf Use 25 psf Use 35 psf ULTIMATE x 0.6 = 16 psf 16 psf 16 psf 21 psf ALLOWABLE Connection to Existing Roof Framing F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired Atrib = 6.6 ft2 DLpanel = 5 psf Roof Zone 1 1'Zone 2 Zone 3 Wuplift = 19 psf 16 psf 25 psf 35 psf Plag = F.S. x Atrib x (0.6D - 0.6W) = Withdrawl force for each roof anchor Roof Zone 1 1' Zone 2 Zone 3 -54.6 lbs -43.9 lbs -80.6 lbs -119.6 lbs Connection Capacity db = 5/16 in Lag Screw diameter Dpen = 2 1/2 in Lag Screw penetration into existing framing member No. of Screws 1 Screws per Connection Species of wood framing CD = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2 Ct = 0.7 Temperature Factor, NDS Table 10.3.4 W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1 W' = CD x Ct x W = 298 lb/in Adjusted withdrawl value Pallow = Dpen x W' = 745 lbs Roof Zone 1 1' Zone 2 Zone 3 DEMAND = 55 lbs 44 lbs 81 lbs 120 lbs CAPACITY = 745 lbs 745 lbs 745 lbs 745 lbs up to72in ok up to72in ok up to72in ok up to72in ok Douglas Fir-Larch Wind Uplift Rooftop Solar Panels Parallel to Roof Surface ASCE 7-16, Section 29.4.4 This analysis calculates the capacity of the lag screws only. For capacity of the complete mounting system, please see manufacturer's recommendations. Signed 6-1-22 1417 S Broadway - 101110019 & 2017587207/18/22 U-BUILDER PROJECT REPORT VERSION: 3.1.6 PROJECT TITLE ROOFMOUNT RM10 PROJECT ID 093EC6F0 CREATED March 21, 2022, 10:30 a.m. NAME ADDRESS Santa Ana, CA 92707, USA CITY, STATE Santa Ana, CA MODULE CertainTeed CT365HC11-06 Designed by jobs@currentinsight.net ROOFMOUNT RM10 CertainTeed 24 - CT365HC11-06 470.30 ft 8.76 KW 2 Signed 3-21-22 1417 S Broadway - 101110019 & 2017587207/18/22 ENGINEERING REPORT AVERAGE PSF 4.85psf Plan review TOTAL NUMBER OF MODULES 24 TOTAL KW 8.76 KW TOTAL MODULE AREA ~875 ft TOTAL WEIGHT ON ROOF 4246 lbs RACKING WEIGHT 186 lbs MODULE WEIGHT 1085 lbs BALLAST WEIGHT 2976 lbs MAX BAY LOAD (DEAD)145 lbs ATTACHMENT COUNT 0 TOTAL SEISMIC ATTACHMENTS REQUIRED 0 Loads Used for Design BUILDING CODE ASCE 7-10 BASIC WIND SPEED 110.00 mph GROUND SNOW LOAD 0.00 psf SEISMIC (SS)1.46 ELEVATION 45.00 ft WIND EXPOSURE B MRI 25 RISK CATEGORY II VELOCITY PRESSURE, QZ 12.96 psf 2 Inspection PRODUCT ROOFMOUNT RM10 MODULE MANUFACTURER CertainTeed MODEL CT365HC11-06 MODULE WATTS 365 watts MODULE LENGTH 69.06" MODULE WIDTH 40.86" MODULE THICKNESS 1.38" MODULE WEIGHT 45.19 lbs BALLAST BLOCK (CMU) WEIGHT 32.0 lbs MAX BLOCKS PER NORTH BAY 6 MAX BLOCKS PER NON NORTH BAY 4 BUILDING HEIGHT 15.00 ft ROOF TYPE EPDM PARAPET HEIGHT <= 1/2 Array Height (<= 6 inches) RISK CATEGORY II ATTACHMENTS OPTIMIZATION CRITERIA Maximize Ballast ATTACHMENT TYPE UNIRAC FLASHLOC RM ATTACHMENT CAPACITY UPLIFT 620.0 lbs ATTACHMENT CAPACITY SHEAR 523.0 lbs CONTROLLING COMPONENT UPLIFT CAPACITY RACKING CONTROLLING COMPONENT SHEAR CAPACITY RACKING 92707Loads Determined by Zip CITY, STATE Santa Ana, CA BASIC WIND SPEED 110.00 mph GROUND SNOW LOAD 0.00 psf 1417 S Broadway - 101110019 & 2017587207/18/22 Roof Area 1 - Array 1 Roof Area 1 - Array 2 AVERAGE PSF 4.01 psf TOTAL NUMBER OF MODULES:12 TOTAL KW:4.38 KW TOTAL AREA:419 ft TOTAL WEIGHT ON ROOF:1679 lbs RACKING WEIGHT:81 lbs MODULE WEIGHT:542 lbs BALLAST WEIGHT:1056 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:20 MAX NUMBER OF EAST-WEST COLUMNS:43 *In jurisdictions that follow SEAOC PV-1 methodology. AVERAGE PSF 5.40 psf TOTAL NUMBER OF MODULES:8 TOTAL KW:2.92 KW TOTAL AREA:304 ft TOTAL WEIGHT ON ROOF:1641 lbs RACKING WEIGHT:63 lbs MODULE WEIGHT:362 lbs BALLAST WEIGHT:1216 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:13 MAX NUMBER OF EAST-WEST COLUMNS:29 *In jurisdictions that follow SEAOC PV-1 methodology. 1417 S Broadway - 101110019 & 2017587207/18/22 Roof Area 1 - Array 3 Roof Area 1 - Array 4 AVERAGE PSF 6.10 psf TOTAL NUMBER OF MODULES:2 TOTAL KW:0.73 KW TOTAL AREA:76 ft TOTAL WEIGHT ON ROOF:463 lbs RACKING WEIGHT:21 lbs MODULE WEIGHT:90 lbs BALLAST WEIGHT:352 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:12 MAX NUMBER OF EAST-WEST COLUMNS:26 *In jurisdictions that follow SEAOC PV-1 methodology. AVERAGE PSF 6.10 psf TOTAL NUMBER OF MODULES:2 TOTAL KW:0.73 KW TOTAL AREA:76 ft TOTAL WEIGHT ON ROOF:463 lbs RACKING WEIGHT:21 lbs MODULE WEIGHT:90 lbs BALLAST WEIGHT:352 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:12 MAX NUMBER OF EAST-WEST COLUMNS:26 *In jurisdictions that follow SEAOC PV-1 methodology. 1417 S Broadway - 101110019 & 2017587207/18/22 RM10 U-BUILDER PRODUCT ASSUMPTIONS RM10 – Ballasted Flat Roof Systems Limitations of Responsibility: It is the user’s responsibility to ensure that inputs are correct for your speciﬁc project. Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or building design for this project. Building Assumptions 1. Risk Category III 2. Building Height ≤ 50 ft 3. Building Height > 50 ft: only where (longest length of building x building height)^0.5 ≤ 100 ft 4. Roof Slope ≥ 0° (0:12) and ≤ 3° (5/8:12) for Seismic Design Category C, D, E and F. For low seismic regions Seismic Design Category A and B (provided Array Importance factor = 1.0), Roof Slope ≥ 0° (0:12) and ≤ 7° (1 1/2:12). 5. Rooﬁng Material Types: EDPM, PVC, TPO, or Mineral Cap 6. Surrounding Building Grade: Level Ballast Blocks The installer is responsible for procuring the ballast blocks (Concrete Masonry Units – CMU) and verifying the required minimum weight needed for this design. CMU should comply with ASM standard speciﬁcation for concrete roof pavers designation (C1491 or C90 with an integral water repellent suitable for the climate it is placed. It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal dimensions of 4”x8”x16”. The actual block dimensions are 3/8” less than the nominal dimensions. Ballast blocks should have a weight as speciﬁed for the project in the “Inspection” section of this report. Design Parameters 1. Risk Category I to III 2. Wind Design a. Basic Wind Speed: 85-120 mph (ASCE 7-05)/110-150 mph (ASCE 7-10)/90-180 mph (ASCE 7-16) b. Exposure: B, C or D (ASCE 7-05/ASCE 7-10) c. 25 year Design Life/50 year Design Life for ASCE 7-16 d. Elevation: Insertion of the project at - grade elevation can result in a reduction of wind pressure. If your project is in a special case study region or in an area where wind studies have been performed, please verify with your jurisdiction to ensure that elevation eﬀects have not already been factored into the wind speed. If elevation eﬀects have been included in your wind speed, please select 0 ft as the project site elevation. e. Wind Tunnel Testing: Wind tunnel testing coeﬃcients have been utilized for design of the system. 3. Snow Design a. Ground Snow Load: 0-80 psf (ASCE 7-10/ASCE 7-16) b. Exposure Factor: 0.9 c. Thermal Factor: 1.2 d. Roof Snow Load: Calculation per Section 7.3 (ASCE 7-05/ASCE 7-10/ASCE 7-16) e. Unbalanced/Drifting/Sliding: Results are based on the uniform snow loading and do not consider unbalanced, drifting, and sliding conditions 4. Seismic Design a. Report SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 – Structural Seismic Requirements and Commentary for Rooftop Solar Photovoltaic Arrays b. Seismic Site Class: A, B, C, or D (ASCE 7-05/ASCE 7-10/ASCE 7-16) c. Importance Factor Array (lp): 1.0 d. Importance Factor Building (le): 1.0 e. Site Class: D Properties 1. Bay Weight: ~3.5 lbs 2. Module Gaps (E/W) = 0.25 in 3. Bays: North row bays overhang the module by ~19.5 inches. Module Properties 1. Module return ﬂange: Minimum of 0.9in (when using 1-3/4 in. clip bolts) is required. 2. Module return ﬂange: Minimum of 0.65in (when using 2 in. clip bolts) is required. 1417 S Broadway - 101110019 & 2017587207/18/22 Testing 1. Coeﬃcient of Friction 2. Wind Tunnel 3. UL 2703 4. Component Testing (Bay and Clamp) Setbacks For the wind tunnel recommendations in U-Builder to apply, the following setbacks should be observed/followed for U-Builder wind design: 1. Modules should be placed a minimum of 3 feet from the edge of the building in any direction. 2. If the array is located near an obstruction that is 3.5 feet wide and 3.5 feet high or larger, the nearest module of the array must be located a distance from the obstruction that is greater than or equal to the height of the obstruction. Exception: When using ASCE 7-16 Building Code and using the obstruction feature in the module editor to accurately model the size and location of obstruction. 3. Installations within the setbacks listed above require site speciﬁc engineering 4. The setbacks above are for wind. High seismic areas, ﬁre access isles, mechanical equipment, etc., may require larger setbacks than listed above for wind. Site Speciﬁc Engineering Conditions listed below are beyond the current capabilities of U-Builder. Site speciﬁc engineering is required. 1. Wind designs for a project design life exceeding 25 years 2. Building assumptions and design parameters outside of U-Builder assumptions 3. Attachments 4. Risk Category III or IV projects (U-Builder can be adjusted for the correct wind, but not the seismic or snow design) 5. Wind tunnel testing reduction factors are not permitted by the Authority Having Jurisdiction (AHJ) 6. Seismic designs that fall outside SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 recommendations (>3% roof slope, or AHJ’s that require shake table testing or non-linear site-speciﬁc response history analysis) 7. Signed and sealed site-speciﬁc calculations, layouts, and drawings Notes: Please contact info@unirac.com. Please contact EngineeringServices@unirac.com for more information. Please contact Theresa Allen with PZSE Structural Engineers at theresa@pzse.com. These items will require direct coordination with PZSE to complete the requested services. 2 1/ASCE 7-16 2 2 2 3 3 3 1 2 3 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 COVER SHEET VICINITY MAP: AERIAL VIEW: SHEET INDEX:GENERAL NOTES: 1. ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY 2. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED 3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED 4. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER. 5. CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED. 6. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY AND COMPLY WITH ALL UTILITY COMPANIES REQUIREMENTS. IF THE SOLAR BACK FED BREAKER IS VOER THE BUSS SIZE 20% LIMIT, CONTRACTOR SHALL INCLUDE THE COST TO REPLACE MAIN BREAKER OR ENLARGE MAIN CAPACITY. 7. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. 8. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WEIGHT. 9. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE SIRE SIZE. FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE. 10. WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS. 11. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF WORK GOVERNING CODES: 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA BUILDING CODE (VOL 1 & 2) 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA MECHANICAL CODE ALL OTHER ORDINANCE ADOPTED BY THE LOCAL GOVERNING AGENCIES SITE SPECIFICATIONS: ZONING: OCCUPANCY GROUP: CONSTRUCTION TYPE: NUMBER OF STORIES: ROOF LAYERS: FIRE SPRINKLERS PRESENT: THE INSTALLATION OF SOLAR ARRAY AND PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY WITH THE FOLLOWING CODES: AHJ: SANTA ANA SCOPE OF WORK: SYSTEM INFORMATION: EQUIPMENT INFORMATION: DATE:May 24, 2022 PV ROOF MOUNT INSTALLATION OF 24 CERTAINTEED - CT365HC11-06 MODULES, 24 ENPHASE IQ7PLUS-72-2-US INVERTER(S), EXISTING 200A MAIN SERVICE PANEL WITH 200A MAIN (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM - DC SYSTEM SIZE: 8.76 MAX CONTINUOUS AC SYSTEM SIZE: 7.08R-3 COMMERCIAL V-B 1 1 N PV-1.0 COMPLETE SOLAR PV-1.0 COVER SHEET PV-2.0 PV LAYOUT PV-3.0 ROOF PLAN PV-4.0 ROOF ATTACHMENTS PV-5.0 MOUNTING DETAIL PV-6.0 SINGLE LINE DIAGRAM PV-7.0 LABELS PV-8.0 PLACARD PV-9.0 SITE PHOTOS REVIEWED BY: CT METER CONNECTION: OVERHEAD NO TRENCHING Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN CONCRETE DRIVEWAY CONCRETE DRIVEWAY MSP M AC C JB SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 PV LAYOUT MOUNTING PLANE #1 AZIMUTH:0° PITCH:20° FR O N T O F P R O P E R T Y S B R O A D W A Y (N) 60A AC DISCO (N) 7.1KW COMBINER BOX FIRE ACCESS PATHWAY EQUIPMENT LEGEND:SYSTEM RATING: STC = 8.76 PTC = 0 CEC = 7.08INVERTERAC DISCONNECT METER SOCKET (FOR UTILITY PV METER) UTILITY METER MAIN SERVICE PANEL JB JUNCTION BOX FIRE SETBACK (3' TYP) INV PV AC MSP M COMBINER BOXC SUBPANEL SUB B BATTERY DATE:May 24, 2022 CONDUIT PROPERTY LINE STANDOFF RAFTERS RACKING RAIL EXISTING SOLAR (E) 200A MAIN SERVICE PANEL PV-2.0 COMPLETE SOLAR Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN MSP M AC C JB SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 ROOF PLAN PERCENTAGE OF COVERED AREA: 13% MOUNTING PLANE #1 AZIMUTH:0° PITCH:20° ASCE 7-16 WIND SPEED:102 mph SNOW LOAD:0 psf DATE:May 24, 2022 EQUIPMENT LEGEND: INVERTERAC DISCONNECT METER SOCKET (FOR UTILITY PV METER) UTILITY METER MAIN SERVICE PANEL JB JUNCTION BOX FIRE SETBACK (3' TYP) INV PV AC MSP M COMBINER BOXC SUBPANEL SUB B BATTERY STANDOFF RACKING RAIL ROOF AREA CALCULATIONS TOTAL ROOF AREA (SQ. FT): 3577 SOLAR AREA (SQ. FT): 471.12 CONDUIT PROPERTY LINE RAFTERS EXISTING SOLAR FR O N T O F P R O P E R T Y PV-3.0 COMPLETE SOLAR FIRE ACCESS PATHWAY 4'-0" 4'-0" Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 PHOTOVOLTAIC ARRAY STRUCTURAL CRITERIA:MOUNTING EQUIPMENT:ROOF & FRAMING INFORMATION: BALLAST BLOCK COUNT:49 BALLAST BLOCK COUNT:49 ROOF TYPE:EPDM PV MODULE COUNT:24 PV MODULE COUNT:24 FRAMING TYPE:Rafters ARRAY AREA:MODULE COUNT * 19.63 = 471.12 BALLAST BAY COUNT:38 RAFTER SIZE:2x8 ROOF AREA:3577 ft²MODULE CLIP COUNT:38 RAFTER SPACING:24" PERCENT OF ROOF COVERED:13%RM HEX BOLT COUNT:20 ARRAY WEIGHT:MODULE COUNT * 45.19lbs = 1084.56 DISTRIBUTED LOAD:ARRAY LBS/ATTACHMENTS = 28.54 POINT LOAD: (lbs/ ft²)(ARRAY) WEIGHT/AREA = 2.3 lbs/ ft² COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN AC C JB SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 DATE:May 24, 2022 RAFTERS @ 24" O.C. BALLAST BLOCK PV MODULE PV-4.0 COMPLETE SOLAR ROOF ATTACHMENTS 2 BLOCKS WILL BE NEEDED PER BASKET Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN FRONT VIEW SIDE VIEW ASSEMBLY 2 BLOCK BAY 1 BLOCK BAY 4 BLOCK BAY 3 BLOCK BAY NOTE: ARRAY DIMENSIONS WILL VARY BASED ON MODULE WIDTH, LENGTH AND RETURN FLANGE TOP VIEW 155" 77" 39" Nominal Module Dimensions Example 133" SIDE VIEW 13" 6" 18" 19" FOOT PAD DETAIL FRONT VIEW SIDE VIEW 218" 7 16" 21116" 1 8"2" 138"258" FLASHLOC RM KIT DETAIL Elastocon 2870 or Unisoft TPE ST-70A BK-2-01. Color: Black TOP VIEW SIDE VIEW 278" (.139") 1038" NOTES: 1. ATTACHMENT CAN ACCOMMODATE ROOFING SCREW SIZES #12 - #15. FASTENER SIZE, LENGTH, AND QUANTITY TO BE SELECTED BY STRUCTURAL ENGINEER OF RECORD WHEN DESIGNING FOR THE SPECIFIC PROJECT CONSTRUCTION AND CAPACITY. 2. REFER TO THE UNIRAC INSTALLATION GUIDE FOR PROPER USE OF CHEM LINK M1 AND ONE-PART SEALANTS FOR WATER TIGHT INSTALLATION. O 3/8" HARDWARE (PRE-ASSEMBLED) 71 4" COVER TOP VIEW 6 1/16" 1 3/8" BASE 15/16" ULTIMATE TEST LOAD (WITH 8 ROOF FASTENERS) 6,670 lbs. 5,760 lbs. UPLIFT ULTIMATE CAPACITY SHEAR ULTIMATE CAPACITY CLIP AND BOLT DETAIL PHOTOVOLTAIC ARRAY STRUCTURAL CRITERIA:MOUNTING EQUIPMENT:ROOF & FRAMING INFORMATION: BALLAST BLOCK COUNT:49 BALLAST BLOCK COUNT:49 ROOF TYPE:EPDM PV MODULE COUNT:24 PV MODULE COUNT:24 FRAMING TYPE:Rafters ARRAY AREA:MODULE COUNT * 19.63 = 471.12 BALLAST BAY COUNT:38 RAFTER SIZE:2x8 ROOF AREA:3577 ft²MODULE CLIP COUNT:38 RAFTER SPACING:24" PERCENT OF ROOF COVERED:13%RM HEX BOLT COUNT:20 ARRAY WEIGHT:MODULE COUNT * 45.19lbs = 1084.56 DISTRIBUTED LOAD:ARRAY LBS/ATTACHMENTS = 28.54 POINT LOAD: (lbs/ ft²)(ARRAY) WEIGHT/AREA = 2.3 lbs/ ft² SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 MOUNTING DETAIL DATE:May 24, 2022 PV-5.0 COMPLETE SOLAR Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 G EXISTING GROUNDING ELECTRODE SYSTEM N (E) 200A-2P (N) 40A-2P (E) 200A MAIN SERVICE PANEL (E) 200A / 2P MAIN BREAKER (E) LOADS 4 INTERCONNECTION NOTES: 1. INTERCONNECTION SIZING, LIMITATIONS AND COMPLIANCE DETERMINED IN ACCORDANCE WITH [CEC 705.12], AND [CEC 690.64]. 3. GROUND FAULT PROTECTION IN ACCORDANCE WITH [CEC 215.9], [CEC 230.95] AND [CEC 690.5] 4. ALL EQUIPMENT TO BE RATED FOR BACKFEEDING. 5. PV BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUSBAR RELATIVE TO THE MAIN BREAKER. DISCONNECT NOTES 1. DISCONNECTING 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) 2. AC DISCONNECT MUST BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH N G BRANCH CIRCUIT (1): 12 MODULES NEMA 3 JUNCTION BOX BRANCH CIRCUIT (2): 12 MODULES DC AC DC AC DC AC DC AC DC AC DC AC 1 2 1 2 3 JUNCTION BOX JUNCTION BOX (N) ENVOY BREAKER ENPHASE IQ7PLUS-72-2-US MICROINVERTER(S) THIS BREAKER MAY BE 10A OR 15A AS PER MANUFACTURER, THIS BREAKER ENERGIZES THE ENVOY INSTALLED BY MANUFACTURER (N) 125A PV COMBINER (2) 20A-2P 4 PV AC DISCONNECT VISIBLE, LOCKABLE, LABELED, OPEN 60A, 240V, 2-POLE M (E) UTILITY METER COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 SINGLE LINE DIAGRAM VISIBLE, LOCKABLE, LABELED AC DISCONNECT LOCATED WITHIN 10' OF THE UTILITY METER CALCULATIONS: PER CEC 690.80, "WHERE A SINGLE OVERCURRENT DEVICE IS USED TO PROTECT A SET OF TWO OR MORE PARALLEL-CONNECTED MODULE CIRCUITS, THE AMPACITY OF EACH OF THE MODULE INTERCONNECTION CONDUCTORS SHALL NOT BE LESS THAN THE SUM OF THE RATING OF THE SINGLE FUSE PLUS 125 PERCENT OF THE SHORT-CIRCUIT CURRENT FORM THE OTHER PARALLEL-CONNECTED MODULES." MODULE COUNT(24) * MICROINVERTER MAX OUTPUT CURRENT(1.21) * (1.25) = 36.30A < 40A DATE:May 24, 2022 Wire Tag # 1 (1) 12 - 2 TC - ER, THWN-2, COPPER,(OR CODE APPROVED EQUIVALENT), (1) 6 AWG BARE, COPPER (GROUND) 2 (1) 10 AWG THWN - 2, OR THHN, COPPER - (POSITIVE),(1) 10 AWG THWN - 2, OR THHN, COPPER - (NEGATIVE),(1) 10 AWG THHN/THWN, COPPER - (GROUND),(1) 3/4"EMT (OR CODE APPROVED EQUIVALENT) 3 (2)10 AWG THHN/THWN-2,COPPER -(L1), (2)10 AWG THHN/THWN-2,COPPER -(L2), (1) 10 AWG THHN/THWN-2 (GROUND), CONDUIT: 3/4" EMT (OR CODE APPROVED EQUIVALENT) 4 (1) 8 AWG THWN-2 COPPER - (L1), (1) 8 AWG THWN-2 COPPER - (L2), (1) 8 AWG THWN-2 COPPER - (NEUTRAL), (1) 10 AWG THWN-2 COPPER - (GROUND),(1) CONDUIT: 3/4" EMT (OR CODE APPROVED EQUIVALENT) String1:12 String2:12 String3: String4: String5: String6: Scope of Work: (24) CERTAINTEED - CT365HC11-06 (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) PV-6.0 COMPLETE SOLAR REVIEWED BY: CT 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 LABELS DATE:May 24, 2022 THE EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVERCURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR LABELING NOTES: 1. LABELING REQUIREMENTS BASED ON THE 2020 CALIFORNIA ELECTRIC CODE, OSHA STANDARD 19010.145, ANSI Z535. 2. MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 3. LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED [CEC 110.21] 4. LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8", WHITE ON RED BACKGROUND; REFLECTIVE, AND PERMANENTLY AFFIXED [IFC 605.11.1.1] PERMANENT WARNING LABELS SHALL BE APPLIED TO DISTRIBUTION EQUIPMENT FOR PV SYSTEMS THAT SHUT DOWN THE ARRAY AND CONDUCTORS LEAVING THE ARRAY: THE TITLE “SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN” SHALL UTILIZE CAPITALIZED CHARACTERS WITH A MINIMUM HEIGHT OF 3/8 IN. IN BLACK ON YELLOW BACKGROUND, AND THE REMAINING CHARACTERS SHALL BE CAPITALIZED WITH A MINIMUM HEIGHT OF 3/16 IN. IN BLACK ON WHITE BACKGROUND. [CEC 690.56(C)(1)(A)] A PERMANENT WARNING LABEL SHALL BE APPLIED TO THE DISTRIBUTION EQUIPMENT ADJACENT TO THE BACK-FED BREAKER FROM THE INVERTER. [CEC 705.12(D)(2)(3)(b)] RAPID SHUTDOWN SWITCH FOR SOLAR PV A RAPID SHUTDOWN SWITCH SHALL HAVE A LABEL LOCATED ON OR NO MORE THAN 3 FT FROM THE SWITCH THAT INCLUDES THIS WORDING. THE LABEL SHALL BE REFLECTIVE, WITH ALL LETTERS CAPITALIZED AND HAVING A MINIMUM HEIGHT OF 3/8 IN., IN WHITE ON RED BACKGROUND.[CEC 690.56(C)(2)] AT POINT OF INTERCONNECTION, MARKED AT DISCONNECTING MEANS [CEC 690.54] SECOND SOURCE IS PHTOVOLTAIC SYSTEM AT POINT OF INTERCONNECTION. [CEC 705.12(D)(3)] MAXIMUM AC OPERATING CURRENT: PHOTOVOLTAIC AT EACH DC DISCONNECTING MEANS [CEC 690.13(B)] AT EACH AC DISCONNECTING MEANS [CEC 690.13(B)] AT EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WIRING METHODS; SPACED AT MAXIMUM 10FT SECTION OR WHERE SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS [CEC 690.31(G)(3)] WARNING: PHOTOVOLTAIC POWER SOURCE PHOTOVOLTAIC AC DISCONNECT DUAL POWER SOURCE NOMINAL OPERATING AC VOLTAGE: DC DISCONNECT EACH PV SYSTEM DISCONNECTING MEANS SHALL PLAINLY INDICATE WHETHER IN THE OPEN (OFF) OR CLOSED (ON) POSITION AND BE PERMANENTLY MARKED [CEC. 690.13(B)] MAIN PHOTOVOLTAIC SYSTEM DISCONNECT AT BUILDING OR STRUCTURE MAIN DISCONNECTING MEANS. [CEC 690.12(E), CEC 690.15]WARNING ELECTRICAL SHOCK HAZARD DO NO TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING ! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE WARNING! TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS ! WARNING! 29.04 240 PHOTOVOLTAIC AC DISCONNECT !! PV-7.0 COMPLETE SOLAR 1417 S Broadway - 101110019 & 2017587207/18/22 MSP M AC C JB COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 PLACARD CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: PV DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY AVAILABE LOCATION EITHER OUTSIDE OF A BUILDING OR STRUCTURE OR INSIDE THE NEAREST POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS PER THE REQUIREMENTS OF CEC ARTICLE 690.14 FR O N T O F P R O P E R T Y SYSTEM UTILIZES MICROINVERTERS LOCATED UNDER EACH SOLAR MODULE SOLAR ARRAY ON ROOFTOP MAIN SERVICE PANEL AC DISCONNECT UTILITY METER COMBINER BOX DATE:May 24, 2022 PV-8.0 COMPLETE SOLAR 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 SITE PHOTOS ELECTRICAL PHOTOS: DATE:May 24, 2022 STRUCTURAL PHOTOS: PV-9.0 COMPLETE SOLAR 1417 S Broadway - 101110019 & 2017587207/18/22 CertainTeed Solar CT SERIES 120 SPLIT-CELL SOLAR MODULES )HDWXUHVDQG%HQH´WV High Quality / High Power Up to 370W with black backsheet UL listed (UL 61730) Positive power output tolerance Half-Cell Monocrystalline Type CT360HC11-06 CT365HC11-06 CT370HC11-06 Limited Warranty* 25-year linear power output warranty *See CertainTeeds limited warranty for details See reverse for SURGXFWVSHFL´FDWLRQV Power Output Warranty LLL 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 01231456178911 231 1 !" #$%&'()#$*+,&$-!$"./&"-0#123 45 5 6+-67!$458--+$5, !"()9+6:!$/;91 #<=4+$'+5!-&"'!$"/4+$$4"!+$>8!%6$" !$"+&'!$.5 $45+'8/&$-'"/&65!$'?@&$- '"+/&.!$'"&5 5&"!+$':,%/+*!-!$.&4+$'!'"$"A %/1 !/-'+58"!+$B+//'!-$"!&5&%%5!4&"!+$'C ("+BB/'8%"+B+8/D1%+5 !$%8"4!/48!"'&$- #&"+$EF'/!':8':&/&''6:5,C 231 1 01231456 1789 11 01231456 1789 11 GHIJKLMNHLJKOHPQRMSTKUJHVVJLWMXUYZWUWQ[\]^_`[abcd e&"&<" fghij kNKLQ lmMnIPoJUmpRMZHqVHLnHNNPMWnKQWHMKMonHMQLHI lmMnIPoJUrGRstu nJIINHoJNvWMnIPoJoHMIqwWQT mpxHNOWMJLyxsRkz lmMnIPoJUUHIKLUTWJIoQHNKQnTRMUJNOIJJUQTJQWnUKMo {|}|~| lIJWOIJMJQwHLWMXUPSSHLQUWsWY RQTJLMJQYHLnJIIPIKL lSQWHMKIxLJnJSQKnIJKZKWIKOIJVHLrxOLWo XJ lLHZWo JUSLHoPnQWHMNJQJLWMXKMonHMUPNSQWHM NHMWQHLWMX kWNSIJ lJo PnJoUWJVLHNmpxHNOWMJLvsmp stu ssz lxJMQJLJoNHPMQWMXOLKnJQUUPSSHLQUWMXIJ UQPoNHPMQWMX lkPSSHLQUOKnKMoUWoJnHMoPWQJMQLq lSQHVHPLsSHIJOLKMnTnWLnPWQUVHLx SIPX sWMOLJKJLUvMHQWMnIPoJo z lQHQKIHLUQHLKXJOLKMnTnWLnPWQU JIWKOIJ |~||{ ¡¢£¤|¥|¦~§¨| lWZJsqJKLIWNWQJowKLLKMQq lGwHqJKLUIKOHLLJWNOPLUJNJMQSLHXLKNnHZJLKXJ WMnIPoJo lrIWUQJo 01231456178911 GHIJKLMNHLJKOHPQRMSTKUJHVVJLWMXUYZWUWQ[\]^_`[abcd ©DªDª#$%&'#$/.,C«55/!."'/'/*-C#$%&'A"#$%&'5+.+A()9+6:!$/;91#<A&$-+"/"/&-6&/¬'+/'/*!4$&6' &/"/&-6&/¬'+B#$%&'#$/.,A($4Ce&"&'8:4""+4&$.CDªDª13 ª1ª3 ®¯°±²³´®µ±¶ mpxHNOWMJLysRkvsmp stu ssy sRkz mpxHNOWMJLysRkwWQTRMSTKUJmpRMZHqSLWMQJonWLnPWQOHKLoVHLWMQJXLKQJoLJZJMPJXLKoJ SLHoPnQWHMNJQJLWMXv·kmxu¸¹s¸º»zKMonHMUPNSQWHMNHMWQHLWMXv¹s¸º»z¸mMnIPoJUKUWIZJL ¨§¨|{§¼~| ¦~½|¨§½|¨£¨|¼¦{ ¦¤§¾|¨¼¨¾~¦{§{|}|~|¿ mpxHNOWMJLyxsRkvsmpstu ssyxsRkz mpxHNOWMJLyxsRkwWQTRMSTKUJmpRMZHqSLWMQJonWLnPWQOHKLoVHLWMQJXLKQJoLJZJMPJXLKoJ SLHoPnQWHMNJQJLWMXv·kmxu¸¹s¸º»zKMonHMUPNSQWHMNHMWQHLWMXv¹s¸º»z¸mMnIPoJU RMSTKUJtHOWIJxHMMJnQrGRstu vxRrrtÀRtstu zYKSIPXsKMosSIKqWMoPUQLWKIsXLKoJnJIINHoJN VHLUqUQJNUPSQHÁNWnLHWMZJLQJLU¸vZKWIKOIJWMQTJkYxKMKoKYtJWnHYPJLQHWnHYKMoQTJk WLXWMmUIKMoUYwTJLJQTJLJWUKoJÂPKQJnJIIPIKLUJLZWnJWMQTJWMUQKIIKQWHMKLJK¸zmMnIPoJUKUWIZJLUHIKL ¨|{§¼~| ¦~½|¨§½|¨£¨|¼¦{ ¦¤§¾|¨¼¨¾~¦{§{|}|~|¿ ÃÄ Ä ±Å Å ¯¶Æ ±ÅKMo¶±Ç ²ÃÄ ±®±³ÈÇÃ¶ÈÅ vMHQWMnIPoJo YHLo JLUJSKLKQJIqz RMUJNOIJxHNNPMWnKQWHMUÉWQ vxttksxRrrtÀRtstu z mMnIPo JUxttksÉmGsu KMoxRrrtÀRtstu wWQTºsqJKLoKQKSIKMVHLRMUJNOIJUWQJU xWLnPWQÊLJKJLU ÊÉsu ss ÊÉsu ºss ÊÉsss kPSSHLQURKQHMÊu YÊu ºYÊYÊyYÊYÊºYKMoÊÁnWLnPWQOLJKJLU¸ xWLnPWQOLJKJLYSHIJYu YRKQHMÊu xWLnPWQOLJKJLYSHIJYu ºYRKQHMÊu º xWLnPWQOLJKJLYSHIJYYRKQHMÊ Rrxsu HwJLIWMJnKLLWJLvnHNNPMWnKQWHMOLWoXJSKWLzYÂPKMQWQqsHMJSKWL skrkËmRrÀsRk JSIKnJNJMQUHIKLUTWJIoVHLxHNOWMJLysRk¹yxsRk srÌ su sy nnJUUHLqLJnJSQKnIJVHLHwJLrWMJxKLLWJLWMmpxHNOWMJLysRk¹yxsRkvLJÂPWLJoVHLRrxsu z sR·sxÊsy JSIKnJNJMQmpRMZHqSLWMQJonWLnPWQOHKLovxÊzVHLxHNOWMJLysRk¹yxsRk ±²±Ä È¶Æ ÄÃ ²Å Ç±Ä Æ ÍÆ Ä ÃÈÆ ¯³Å KQWMX xHMQWMPHPUoPQq kqUQJNZHIQKX J u ¹xYÁË RKQHMÊUJLWJUOPUOKLLKQWMX u º tK¸nHMQWMPHPUnPLLJMQLKQWMX Áº tK¸nHMQWMPHPUnPLLJMQLKQWMXvWMSPQVLHN¹UQHLKXJz Á tK¸VPUJ¹nWLnPWQLKQWMXvHPQSPQz Î ÊLKMnTnWLnPWQUvUHIKLKMo ¹HLUQHLKX Jz SQHVHPLsSHIJRKQHMÊUJLWJUÀWUQLWOPQJoÌJMJLKQWHMvÀÌzOLJKJLUHMIqvMHQWMnIPoJoz tK¸QHQKIOLKMnTnWLnPWQOLJKJLLKQWMXvWMSPQz HVoWUQLWOPQJoXJMJLKQWHM¹ÎwWQTmpRMZHqOLJKJLWMnIPoJo LHo PnQWHMNJQJLWMXxG UHIWonHLJSLJsWMUQKIIJoKMowWLJoQHmpRMZHq xHMUPNSQWHMNHMWQHLWMXxGvxGsskrmGz SKWLHVUSIWQnHLJnPLLJMQQLKMUVHLNJLU ®±Ä Ï Ã ³Æ Ä Ã²°ÃÈÃ ÀWNJMUWHMUvËÀz yÐ¸ºÎ¸ºu Á¸nNvu ¸ÐºÑu Î¸ºÑÁ¸Áy Ñz¸ËJWXTQWUu ¸ÁÒvºy¸ºnNzwWQTNHPMQWMXOLKnJQU¸ JWXTQ Ð¸ºXvu Á¸ºIOUz NOWJMQQJNSJLKQPLJLKMXJ sÓxQHÁÓxvsÓQHu u ºÓz xHHIWMX ·KQPLKInHMZJnQWHMYSIPUTJKQUTWJIo RMnIHUPLJJMZWLHMNJMQKILKQWMX Ô{§§Õ~||{Õ ¡¢£¤|¥Õ¤§£~§¦|~§¦¨~§¦ WLJUWJU lQHºOLJKJLWMSPQUÖu QHÌnHSSJLnHMoPnQHLU lÁOLJKJLOLKMnTWMSPQÖQHu ¹ÌnHSSJLnHMo PnQHLU ltKWMIPXnHNOWMJoHPQSPQÖu QH¹ÌnHSSJLnHMoPnQHLU l·JPQLKIKMoX LHPMoÖu QHu ¹nHSSJLnHMoPnQHLU IwKqUVHIIHwIHnKInHoJLJÂ PWLJNJMQUVHLnHMoPnQHLUWWMX¸ IQWQPo J GHNJQJLUvÁYºÁVJJQz Æ ³È ±¶³±ÈÄ ¯³³±Ä ÈÆ ¯³¯Ç ÈÆ ¯³Å mMQJXLKQJoWsW ¸uu O¹X¹M xJIIPIKL xRrrtÀRtstu ÌOKUJorGRstu nJIIPIKLNHoJNvWMnIPoJoHMIqwWQTmpxHNOWMJLyxsRkz¸·HQJ QTKQKMRMSTKUJtHOWIJxHMMJnQnJIIPIKLNHoJNWULJÂPWLJoVHLKIIRMUJNOIJWMUQKIIKQWHMU¸ RQTJLMJQ SQWHMKIY¸yYxKQºRvHLxKQÁzGRQTJLMJQnKOIJvMHQWMnIPoJoz Ä ¯®Ç ²Æ Ã³Ä ± xHNSIWKMnJYxHNOWMJL ru Ðu Yx·¹xkx¸·H¸u Ð¸u YÐxYKLQu ºYxIKUUÊYmxRky LHo PnQWHMNJQJLWMXÖ·kmxu ¸KnnPLKnqnIKUU¸ºvSLHoPnQWHMz xHMUPNSQWHMNJQJLWMXÖKnnPLKnqnIKUU¸º xHNSIWKMnJYmpRMZHq rÁÁu su ¹x·xk¸·H¸Áu u su 231 1 1417 S Broadway - 101110019 & 2017587207/18/22 01123145689 888 89 98 9 ! 99"8988#89$8 9 %9898 988$9 9 " 9 98!9 9 &''()*+, -.3 /01 2 1 -.3 5 4 25-6.5 -65 0 0 56.1 5 67 8 9:;<;67 =>?@A@7 :@B 7 :7 C D?<;67 =>C'':6?E F @:7 CD9&'A7 <;& 45.05GG4-61310-10H.G13155-6I1I.3I1-601H1012/0124G6-4//106 153.5110.5 3 1JG10015G1 45356GI12 1J/10.15G1 /103.6 21G4315656.15 21-.35 6110- G106.2.12 K450.6L M55N5M01 O500556L /0161G6L14001/4656.15O.6IK450.6L05GN.53-1046.15-M5GN12ML153.5110.531JG10015G15525-4/10.10-4//0LGI5.5 PQRSTUVUPQWX CY'8 @Z'&['89'>;>C6\'>;C'': ]) ^ _`$8 998 98 9 ! 99a998b 8* 9$898c8 %89$d " b889$+efg`h8c$ 989$ "8!9 9])8 i8 8c898 99"88$9 9b989 % 8 j89$9 k989 "9i89" 8 b8 i 8 9 8 9 5H5.05M.0.6L >@C7'>Y7<;>;CY'&l +988989$9 % %89$88 %89$ 8 9 mnopqorstouvqwtx y urysznyuvtxrv tyo{twt{|}~n ur|tounpp |orqwqy{qy{y rqsx bb" b889$8$b b8 +98 9 9 9 98b !9^8 8 +98 8 88 .56130561221-.356110- <;67=>6@A;@><6@&;D'F&@&&@DA76F@::D +i88 898 $9 989$ ! 9$8 8 9 $"+i8 989 89 8 $989$ 89 989$ ts t}yruq{{||nr|ny~{p{qsp o|t ~ruy rtuqsq{txtuy zsxt~yuy |suqsxuyp{y } % 89! 88 !8 9 9 8999 88 "!8%9 61GI5.G50-4//106 syoq~¡urt~vsy~q{unpp|orrtqyuxtxy~qrtxr|qsutoysz ¢8 9£89$8898k9 989 {yoqo|}x|~ntsruys~{nxysztszysttoyszotp|oru urqptx{trrtouqsxrt~vsy~q{xqrquvttruzotqr{ 88c 889$9 !9989$ G106.2.12K450.6L/01H.210 +988 9^ 989$b9 8*8c8 9 ¤``_¥f``¦"_§``_¥f``§9*k_¦``_¥f``g" 898b8$9 c" "998 9 8c8 9 9 d99 89 c898 M55N5M01O500556L ¨|s¡r{tqwt|nopo|t~rr|~vqs~t syoq~vqurvt}ysqs~yq{ 9$ % 9 8% ©qwtptq~t|}ysxs|ysz|nqotot~tywyszpo|xn~ru d8 9¢8]**ª)*+, 8 b f`i989$9 9« &''()*+, F:¬®¯*,°,±£±]*+,°,± )²k,kee*k°,± ²)ª]²ekªk *,³´µ¶·¸ 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 Bldg #101110019 Elect #20175872 Permits issued on 7/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 76 North Meadowbrook Drive Scott E. Wyssling, PE Alpine, UT 84004 Jon P. Ward, SE, PE office (201) 874-3483 Gregory T. Elvestad, PE swyssling@wysslingconsulting.com March 21, 2022 Current Insight 2852 W. Amini Way South Jordan, UT 84095 Re: Engineering Services Devereaux Residence 1417 S Broadway, Santa Ana CA 8.760 kW System To Whom It May Concern: We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system. A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system. B. Description of Structure: Roof Framing: 2 x 8 dimensional lumber spaced at 24” on center Roof Material: Roof Slope: Attic Access: Foundation: Permanent C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 4.85 psf o TOTAL = 11.85 PSF • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o TOTAL = 10 psf • Live Load = 20 psf (reducible) – 0 psf at locations of solar panels • Ground Snow Load = 0 psf • Wind Load based on ASCE 7-16 o Ultimate Wind Speed = 95 mph (based on Risk Category II) o Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2019 California Building Code, including provisions allowing existing structures to not require strengthening if the new loads do not exceed existing design loads by 105% for gravity elements and 110% for seismic elements. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. Rolled Roofing 0 degrees Accessible 1417 S Broadway - 101110019 & 2017587207/18/22 Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted to the ballast system in accordance with the most recent “Unirac Installation Manual”, which can be found on the Unirac website (http://unirac.com/roofmount/). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Ballast system shall be placed on the roof in accordance with Unirac recommended layout and per their installation instructions. 3. To avoid overloading the existing structure during staging and installation, materials to be installed on the roof shall not be stacked in one area on the roof. Components shall be stored on the ground and placed on the roof in their final position. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the 2019 California Building Code, current industry standards, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. Very truly yours, Scott E. Wyssling, PE California License No. 83664 1417 S Broadway - 101110019 & 2017587207/18/22 Wyssling Consulting 76 N. Meadowbrook Drive Alpine, UT 84004 (201) 874-3483 swyssling@wysslingconsulting.com Existing Devereaux Residence Roof Dead Load 1417 S Broadway 2 psf Rolled Asphalt Santa Ana, CA 1 psf 7/16" Plywood Sheathing 2 psf 2x8 @ 24 in. o.c. 0 psf Ceiling, Mechanical, Electrical 3 psf Miscellaneous 8 psf TOTAL Second Floor Dead Load 0 psf Floor Finishes 0 psf 1 1/8" Subfloor Sheathing 0 psf Joists @ 16' o.c. 0 psf Partitions 0 psf Ceiling, Mechanical, Electrical 0 psf Miscellaneous 0 psf TOTAL Roof Live Load Floor Live Load 20 psf 0 psf Roof Snow Load Ground SnowLoad= 0 psf (to be divided by cosine of roof angle for horizontal projection ASCE 7 Sec. 7.4) pf = 0.7 Ce Ct I pg = 0 psf Ce = 1, Ct = 1.1 Flat Roof Snow Load (ASCE 7-16 Eq. 7.3-1) Cs = 1.00 ASCE 7-16 Figure 7.4-1 Additional Roof Dead Load - New Solar Panels 5 psf Roof Live Load at Solar Panels 0 psf Roof Snow Load at Solar Panels 0 psf Sloped Roof Snow Load (ASCE 7-16 Eq. 7.4-1) Total Total Existing Roof Load = (DLROOF + Max(LLROOF or S)) AreaRAFTER 42148.5 plf Total New Roof Load = (DLROOF + DLADD + Max(LLROOF or S)) AreaRAFTER 35011.0 plf Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load -16.93% 2018 IEBC Section 807.4 states: "Existing structural elements supporting any additional gravity loads as a result of the alterations, including the effects of snow drift , shall comply with the International Building Code. EXCEPTION: 1. Structural elements whose stress is not increased by more than 5%." Gravity Loads Total New Gravity Loads are less than Existing Loads. OK Signed 6-1-22 1417 S Broadway - 101110019 & 2017587207/18/22 Wyssling Consulting 76 N. Meadowbrook Drive Alpine, UT 84004 (201) 874-3483 swyssling@wysslingconsulting.com V = 95 Basic Wind Speed Devereaux Residence Exposure C ASCE 7-16, Section 26.7 1417 S Broadway Kz = 0.85 Velocity Pressure Coefficient, ASCE 7-16, Figure 26.10-1 Santa Ana, CA Kzt = 1 Topographic Factor, ASCE 7-16, Section 26.8.2 Kd = 0.85 Directionality Factor, ASCE 7-16, Section 26.6 Ke = 0.824 Ground Elevation Factor, ASCE 7-16, Section 26.9 qh = 13.8 psf qh = 0.00256KzKztKdKeV2 (ASCE 7-16 Eq. 26.10-1) Roof Angle = 0 deg Roof Type Gable sanchor = 48 in Horizontal spacing of roof anchors Atrib = 6.56 sf Panel Area tributary to each roof anchor GCp External Pressure Coefficient, ASCE 7-16, Figure 30.3-2 Roof Zone Zone 1 1'Zone 2 Zone 3 -1.70 -0.90 -2.30 -3.20 ga = 0.80 Pressure Equalization Factor, ASCE 7-16 Figure 29.4.-8 gE = 1.00 Edge Array Factor, ASCE 29.4.3 edges < 0.5*building height, and panel spacing < 4ft. pnet = qhGCpgEga = Design Wind Pressure, ASCE 7-16, Equation 29.4-7 Roof Zone 1 1' Zone 2 Zone 3 -19 psf -10 psf -25 psf -35 psf Min Pressure = -16 psf Use 19 psf Use 16 psf Use 25 psf Use 35 psf ULTIMATE x 0.6 = 16 psf 16 psf 16 psf 21 psf ALLOWABLE Connection to Existing Roof Framing F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired Atrib = 6.6 ft2 DLpanel = 5 psf Roof Zone 1 1'Zone 2 Zone 3 Wuplift = 19 psf 16 psf 25 psf 35 psf Plag = F.S. x Atrib x (0.6D - 0.6W) = Withdrawl force for each roof anchor Roof Zone 1 1' Zone 2 Zone 3 -54.6 lbs -43.9 lbs -80.6 lbs -119.6 lbs Connection Capacity db = 5/16 in Lag Screw diameter Dpen = 2 1/2 in Lag Screw penetration into existing framing member No. of Screws 1 Screws per Connection Species of wood framing CD = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2 Ct = 0.7 Temperature Factor, NDS Table 10.3.4 W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1 W' = CD x Ct x W = 298 lb/in Adjusted withdrawl value Pallow = Dpen x W' = 745 lbs Roof Zone 1 1' Zone 2 Zone 3 DEMAND = 55 lbs 44 lbs 81 lbs 120 lbs CAPACITY = 745 lbs 745 lbs 745 lbs 745 lbs up to72in ok up to72in ok up to72in ok up to72in ok Douglas Fir-Larch Wind Uplift Rooftop Solar Panels Parallel to Roof Surface ASCE 7-16, Section 29.4.4 This analysis calculates the capacity of the lag screws only. For capacity of the complete mounting system, please see manufacturer's recommendations. Signed 6-1-22 1417 S Broadway - 101110019 & 2017587207/18/22 U-BUILDER PROJECT REPORT VERSION: 3.1.6 PROJECT TITLE ROOFMOUNT RM10 PROJECT ID 093EC6F0 CREATED March 21, 2022, 10:30 a.m. NAME ADDRESS Santa Ana, CA 92707, USA CITY, STATE Santa Ana, CA MODULE CertainTeed CT365HC11-06 Designed by jobs@currentinsight.net ROOFMOUNT RM10 CertainTeed 24 - CT365HC11-06 470.30 ft 8.76 KW 2 Signed 3-21-22 1417 S Broadway - 101110019 & 2017587207/18/22 ENGINEERING REPORT AVERAGE PSF 4.85psf Plan review TOTAL NUMBER OF MODULES 24 TOTAL KW 8.76 KW TOTAL MODULE AREA ~875 ft TOTAL WEIGHT ON ROOF 4246 lbs RACKING WEIGHT 186 lbs MODULE WEIGHT 1085 lbs BALLAST WEIGHT 2976 lbs MAX BAY LOAD (DEAD)145 lbs ATTACHMENT COUNT 0 TOTAL SEISMIC ATTACHMENTS REQUIRED 0 Loads Used for Design BUILDING CODE ASCE 7-10 BASIC WIND SPEED 110.00 mph GROUND SNOW LOAD 0.00 psf SEISMIC (SS)1.46 ELEVATION 45.00 ft WIND EXPOSURE B MRI 25 RISK CATEGORY II VELOCITY PRESSURE, QZ 12.96 psf 2 Inspection PRODUCT ROOFMOUNT RM10 MODULE MANUFACTURER CertainTeed MODEL CT365HC11-06 MODULE WATTS 365 watts MODULE LENGTH 69.06" MODULE WIDTH 40.86" MODULE THICKNESS 1.38" MODULE WEIGHT 45.19 lbs BALLAST BLOCK (CMU) WEIGHT 32.0 lbs MAX BLOCKS PER NORTH BAY 6 MAX BLOCKS PER NON NORTH BAY 4 BUILDING HEIGHT 15.00 ft ROOF TYPE EPDM PARAPET HEIGHT <= 1/2 Array Height (<= 6 inches) RISK CATEGORY II ATTACHMENTS OPTIMIZATION CRITERIA Maximize Ballast ATTACHMENT TYPE UNIRAC FLASHLOC RM ATTACHMENT CAPACITY UPLIFT 620.0 lbs ATTACHMENT CAPACITY SHEAR 523.0 lbs CONTROLLING COMPONENT UPLIFT CAPACITY RACKING CONTROLLING COMPONENT SHEAR CAPACITY RACKING 92707Loads Determined by Zip CITY, STATE Santa Ana, CA BASIC WIND SPEED 110.00 mph GROUND SNOW LOAD 0.00 psf 1417 S Broadway - 101110019 & 2017587207/18/22 Roof Area 1 - Array 1 Roof Area 1 - Array 2 AVERAGE PSF 4.01 psf TOTAL NUMBER OF MODULES:12 TOTAL KW:4.38 KW TOTAL AREA:419 ft TOTAL WEIGHT ON ROOF:1679 lbs RACKING WEIGHT:81 lbs MODULE WEIGHT:542 lbs BALLAST WEIGHT:1056 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:20 MAX NUMBER OF EAST-WEST COLUMNS:43 *In jurisdictions that follow SEAOC PV-1 methodology. AVERAGE PSF 5.40 psf TOTAL NUMBER OF MODULES:8 TOTAL KW:2.92 KW TOTAL AREA:304 ft TOTAL WEIGHT ON ROOF:1641 lbs RACKING WEIGHT:63 lbs MODULE WEIGHT:362 lbs BALLAST WEIGHT:1216 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:13 MAX NUMBER OF EAST-WEST COLUMNS:29 *In jurisdictions that follow SEAOC PV-1 methodology. 1417 S Broadway - 101110019 & 2017587207/18/22 Roof Area 1 - Array 3 Roof Area 1 - Array 4 AVERAGE PSF 6.10 psf TOTAL NUMBER OF MODULES:2 TOTAL KW:0.73 KW TOTAL AREA:76 ft TOTAL WEIGHT ON ROOF:463 lbs RACKING WEIGHT:21 lbs MODULE WEIGHT:90 lbs BALLAST WEIGHT:352 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:12 MAX NUMBER OF EAST-WEST COLUMNS:26 *In jurisdictions that follow SEAOC PV-1 methodology. AVERAGE PSF 6.10 psf TOTAL NUMBER OF MODULES:2 TOTAL KW:0.73 KW TOTAL AREA:76 ft TOTAL WEIGHT ON ROOF:463 lbs RACKING WEIGHT:21 lbs MODULE WEIGHT:90 lbs BALLAST WEIGHT:352 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:12 MAX NUMBER OF EAST-WEST COLUMNS:26 *In jurisdictions that follow SEAOC PV-1 methodology. 1417 S Broadway - 101110019 & 2017587207/18/22 RM10 U-BUILDER PRODUCT ASSUMPTIONS RM10 – Ballasted Flat Roof Systems Limitations of Responsibility: It is the user’s responsibility to ensure that inputs are correct for your speciﬁc project. Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or building design for this project. Building Assumptions 1. Risk Category III 2. Building Height ≤ 50 ft 3. Building Height > 50 ft: only where (longest length of building x building height)^0.5 ≤ 100 ft 4. Roof Slope ≥ 0° (0:12) and ≤ 3° (5/8:12) for Seismic Design Category C, D, E and F. For low seismic regions Seismic Design Category A and B (provided Array Importance factor = 1.0), Roof Slope ≥ 0° (0:12) and ≤ 7° (1 1/2:12). 5. Rooﬁng Material Types: EDPM, PVC, TPO, or Mineral Cap 6. Surrounding Building Grade: Level Ballast Blocks The installer is responsible for procuring the ballast blocks (Concrete Masonry Units – CMU) and verifying the required minimum weight needed for this design. CMU should comply with ASM standard speciﬁcation for concrete roof pavers designation (C1491 or C90 with an integral water repellent suitable for the climate it is placed. It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal dimensions of 4”x8”x16”. The actual block dimensions are 3/8” less than the nominal dimensions. Ballast blocks should have a weight as speciﬁed for the project in the “Inspection” section of this report. Design Parameters 1. Risk Category I to III 2. Wind Design a. Basic Wind Speed: 85-120 mph (ASCE 7-05)/110-150 mph (ASCE 7-10)/90-180 mph (ASCE 7-16) b. Exposure: B, C or D (ASCE 7-05/ASCE 7-10) c. 25 year Design Life/50 year Design Life for ASCE 7-16 d. Elevation: Insertion of the project at - grade elevation can result in a reduction of wind pressure. If your project is in a special case study region or in an area where wind studies have been performed, please verify with your jurisdiction to ensure that elevation eﬀects have not already been factored into the wind speed. If elevation eﬀects have been included in your wind speed, please select 0 ft as the project site elevation. e. Wind Tunnel Testing: Wind tunnel testing coeﬃcients have been utilized for design of the system. 3. Snow Design a. Ground Snow Load: 0-80 psf (ASCE 7-10/ASCE 7-16) b. Exposure Factor: 0.9 c. Thermal Factor: 1.2 d. Roof Snow Load: Calculation per Section 7.3 (ASCE 7-05/ASCE 7-10/ASCE 7-16) e. Unbalanced/Drifting/Sliding: Results are based on the uniform snow loading and do not consider unbalanced, drifting, and sliding conditions 4. Seismic Design a. Report SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 – Structural Seismic Requirements and Commentary for Rooftop Solar Photovoltaic Arrays b. Seismic Site Class: A, B, C, or D (ASCE 7-05/ASCE 7-10/ASCE 7-16) c. Importance Factor Array (lp): 1.0 d. Importance Factor Building (le): 1.0 e. Site Class: D Properties 1. Bay Weight: ~3.5 lbs 2. Module Gaps (E/W) = 0.25 in 3. Bays: North row bays overhang the module by ~19.5 inches. Module Properties 1. Module return ﬂange: Minimum of 0.9in (when using 1-3/4 in. clip bolts) is required. 2. Module return ﬂange: Minimum of 0.65in (when using 2 in. clip bolts) is required. 1417 S Broadway - 101110019 & 2017587207/18/22 Testing 1. Coeﬃcient of Friction 2. Wind Tunnel 3. UL 2703 4. Component Testing (Bay and Clamp) Setbacks For the wind tunnel recommendations in U-Builder to apply, the following setbacks should be observed/followed for U-Builder wind design: 1. Modules should be placed a minimum of 3 feet from the edge of the building in any direction. 2. If the array is located near an obstruction that is 3.5 feet wide and 3.5 feet high or larger, the nearest module of the array must be located a distance from the obstruction that is greater than or equal to the height of the obstruction. Exception: When using ASCE 7-16 Building Code and using the obstruction feature in the module editor to accurately model the size and location of obstruction. 3. Installations within the setbacks listed above require site speciﬁc engineering 4. The setbacks above are for wind. High seismic areas, ﬁre access isles, mechanical equipment, etc., may require larger setbacks than listed above for wind. Site Speciﬁc Engineering Conditions listed below are beyond the current capabilities of U-Builder. Site speciﬁc engineering is required. 1. Wind designs for a project design life exceeding 25 years 2. Building assumptions and design parameters outside of U-Builder assumptions 3. Attachments 4. Risk Category III or IV projects (U-Builder can be adjusted for the correct wind, but not the seismic or snow design) 5. Wind tunnel testing reduction factors are not permitted by the Authority Having Jurisdiction (AHJ) 6. Seismic designs that fall outside SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 recommendations (>3% roof slope, or AHJ’s that require shake table testing or non-linear site-speciﬁc response history analysis) 7. Signed and sealed site-speciﬁc calculations, layouts, and drawings Notes: Please contact info@unirac.com. Please contact EngineeringServices@unirac.com for more information. Please contact Theresa Allen with PZSE Structural Engineers at theresa@pzse.com. These items will require direct coordination with PZSE to complete the requested services. 2 1/ASCE 7-16 2 2 2 3 3 3 1 2 3 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 COVER SHEET VICINITY MAP: AERIAL VIEW: SHEET INDEX:GENERAL NOTES: 1. ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY 2. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED 3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED 4. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER. 5. CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED. 6. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY AND COMPLY WITH ALL UTILITY COMPANIES REQUIREMENTS. IF THE SOLAR BACK FED BREAKER IS VOER THE BUSS SIZE 20% LIMIT, CONTRACTOR SHALL INCLUDE THE COST TO REPLACE MAIN BREAKER OR ENLARGE MAIN CAPACITY. 7. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. 8. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WEIGHT. 9. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE SIRE SIZE. FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE. 10. WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS. 11. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF WORK GOVERNING CODES: 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA BUILDING CODE (VOL 1 & 2) 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA MECHANICAL CODE ALL OTHER ORDINANCE ADOPTED BY THE LOCAL GOVERNING AGENCIES SITE SPECIFICATIONS: ZONING: OCCUPANCY GROUP: CONSTRUCTION TYPE: NUMBER OF STORIES: ROOF LAYERS: FIRE SPRINKLERS PRESENT: THE INSTALLATION OF SOLAR ARRAY AND PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY WITH THE FOLLOWING CODES: AHJ: SANTA ANA SCOPE OF WORK: SYSTEM INFORMATION: EQUIPMENT INFORMATION: DATE:May 24, 2022 PV ROOF MOUNT INSTALLATION OF 24 CERTAINTEED - CT365HC11-06 MODULES, 24 ENPHASE IQ7PLUS-72-2-US INVERTER(S), EXISTING 200A MAIN SERVICE PANEL WITH 200A MAIN (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM - DC SYSTEM SIZE: 8.76 MAX CONTINUOUS AC SYSTEM SIZE: 7.08R-3 COMMERCIAL V-B 1 1 N PV-1.0 COMPLETE SOLAR PV-1.0 COVER SHEET PV-2.0 PV LAYOUT PV-3.0 ROOF PLAN PV-4.0 ROOF ATTACHMENTS PV-5.0 MOUNTING DETAIL PV-6.0 SINGLE LINE DIAGRAM PV-7.0 LABELS PV-8.0 PLACARD PV-9.0 SITE PHOTOS REVIEWED BY: CT METER CONNECTION: OVERHEAD NO TRENCHING Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN CONCRETE DRIVEWAY CONCRETE DRIVEWAY MSP M AC C JB SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 PV LAYOUT MOUNTING PLANE #1 AZIMUTH:0° PITCH:20° FR O N T O F P R O P E R T Y S B R O A D W A Y (N) 60A AC DISCO (N) 7.1KW COMBINER BOX FIRE ACCESS PATHWAY EQUIPMENT LEGEND:SYSTEM RATING: STC = 8.76 PTC = 0 CEC = 7.08INVERTERAC DISCONNECT METER SOCKET (FOR UTILITY PV METER) UTILITY METER MAIN SERVICE PANEL JB JUNCTION BOX FIRE SETBACK (3' TYP) INV PV AC MSP M COMBINER BOXC SUBPANEL SUB B BATTERY DATE:May 24, 2022 CONDUIT PROPERTY LINE STANDOFF RAFTERS RACKING RAIL EXISTING SOLAR (E) 200A MAIN SERVICE PANEL PV-2.0 COMPLETE SOLAR Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN MSP M AC C JB SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 ROOF PLAN PERCENTAGE OF COVERED AREA: 13% MOUNTING PLANE #1 AZIMUTH:0° PITCH:20° ASCE 7-16 WIND SPEED:102 mph SNOW LOAD:0 psf DATE:May 24, 2022 EQUIPMENT LEGEND: INVERTERAC DISCONNECT METER SOCKET (FOR UTILITY PV METER) UTILITY METER MAIN SERVICE PANEL JB JUNCTION BOX FIRE SETBACK (3' TYP) INV PV AC MSP M COMBINER BOXC SUBPANEL SUB B BATTERY STANDOFF RACKING RAIL ROOF AREA CALCULATIONS TOTAL ROOF AREA (SQ. FT): 3577 SOLAR AREA (SQ. FT): 471.12 CONDUIT PROPERTY LINE RAFTERS EXISTING SOLAR FR O N T O F P R O P E R T Y PV-3.0 COMPLETE SOLAR FIRE ACCESS PATHWAY 4'-0" 4'-0" Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 PHOTOVOLTAIC ARRAY STRUCTURAL CRITERIA:MOUNTING EQUIPMENT:ROOF & FRAMING INFORMATION: BALLAST BLOCK COUNT:49 BALLAST BLOCK COUNT:49 ROOF TYPE:EPDM PV MODULE COUNT:24 PV MODULE COUNT:24 FRAMING TYPE:Rafters ARRAY AREA:MODULE COUNT * 19.63 = 471.12 BALLAST BAY COUNT:38 RAFTER SIZE:2x8 ROOF AREA:3577 ft²MODULE CLIP COUNT:38 RAFTER SPACING:24" PERCENT OF ROOF COVERED:13%RM HEX BOLT COUNT:20 ARRAY WEIGHT:MODULE COUNT * 45.19lbs = 1084.56 DISTRIBUTED LOAD:ARRAY LBS/ATTACHMENTS = 28.54 POINT LOAD: (lbs/ ft²)(ARRAY) WEIGHT/AREA = 2.3 lbs/ ft² COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN AC C JB SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 DATE:May 24, 2022 RAFTERS @ 24" O.C. BALLAST BLOCK PV MODULE PV-4.0 COMPLETE SOLAR ROOF ATTACHMENTS 2 BLOCKS WILL BE NEEDED PER BASKET Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN FRONT VIEW SIDE VIEW ASSEMBLY 2 BLOCK BAY 1 BLOCK BAY 4 BLOCK BAY 3 BLOCK BAY NOTE: ARRAY DIMENSIONS WILL VARY BASED ON MODULE WIDTH, LENGTH AND RETURN FLANGE TOP VIEW 155" 77" 39" Nominal Module Dimensions Example 133" SIDE VIEW 13" 6" 18" 19" FOOT PAD DETAIL FRONT VIEW SIDE VIEW 218" 7 16" 21116" 1 8"2" 138"258" FLASHLOC RM KIT DETAIL Elastocon 2870 or Unisoft TPE ST-70A BK-2-01. Color: Black TOP VIEW SIDE VIEW 278" (.139") 1038" NOTES: 1. ATTACHMENT CAN ACCOMMODATE ROOFING SCREW SIZES #12 - #15. FASTENER SIZE, LENGTH, AND QUANTITY TO BE SELECTED BY STRUCTURAL ENGINEER OF RECORD WHEN DESIGNING FOR THE SPECIFIC PROJECT CONSTRUCTION AND CAPACITY. 2. REFER TO THE UNIRAC INSTALLATION GUIDE FOR PROPER USE OF CHEM LINK M1 AND ONE-PART SEALANTS FOR WATER TIGHT INSTALLATION. O 3/8" HARDWARE (PRE-ASSEMBLED) 71 4" COVER TOP VIEW 6 1/16" 1 3/8" BASE 15/16" ULTIMATE TEST LOAD (WITH 8 ROOF FASTENERS) 6,670 lbs. 5,760 lbs. UPLIFT ULTIMATE CAPACITY SHEAR ULTIMATE CAPACITY CLIP AND BOLT DETAIL PHOTOVOLTAIC ARRAY STRUCTURAL CRITERIA:MOUNTING EQUIPMENT:ROOF & FRAMING INFORMATION: BALLAST BLOCK COUNT:49 BALLAST BLOCK COUNT:49 ROOF TYPE:EPDM PV MODULE COUNT:24 PV MODULE COUNT:24 FRAMING TYPE:Rafters ARRAY AREA:MODULE COUNT * 19.63 = 471.12 BALLAST BAY COUNT:38 RAFTER SIZE:2x8 ROOF AREA:3577 ft²MODULE CLIP COUNT:38 RAFTER SPACING:24" PERCENT OF ROOF COVERED:13%RM HEX BOLT COUNT:20 ARRAY WEIGHT:MODULE COUNT * 45.19lbs = 1084.56 DISTRIBUTED LOAD:ARRAY LBS/ATTACHMENTS = 28.54 POINT LOAD: (lbs/ ft²)(ARRAY) WEIGHT/AREA = 2.3 lbs/ ft² SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 MOUNTING DETAIL DATE:May 24, 2022 PV-5.0 COMPLETE SOLAR Signed 5-24-22 1417 S Broadway - 101110019 & 2017587207/18/22 G EXISTING GROUNDING ELECTRODE SYSTEM N (E) 200A-2P (N) 40A-2P (E) 200A MAIN SERVICE PANEL (E) 200A / 2P MAIN BREAKER (E) LOADS 4 INTERCONNECTION NOTES: 1. INTERCONNECTION SIZING, LIMITATIONS AND COMPLIANCE DETERMINED IN ACCORDANCE WITH [CEC 705.12], AND [CEC 690.64]. 3. GROUND FAULT PROTECTION IN ACCORDANCE WITH [CEC 215.9], [CEC 230.95] AND [CEC 690.5] 4. ALL EQUIPMENT TO BE RATED FOR BACKFEEDING. 5. PV BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUSBAR RELATIVE TO THE MAIN BREAKER. DISCONNECT NOTES 1. DISCONNECTING 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) 2. AC DISCONNECT MUST BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH N G BRANCH CIRCUIT (1): 12 MODULES NEMA 3 JUNCTION BOX BRANCH CIRCUIT (2): 12 MODULES DC AC DC AC DC AC DC AC DC AC DC AC 1 2 1 2 3 JUNCTION BOX JUNCTION BOX (N) ENVOY BREAKER ENPHASE IQ7PLUS-72-2-US MICROINVERTER(S) THIS BREAKER MAY BE 10A OR 15A AS PER MANUFACTURER, THIS BREAKER ENERGIZES THE ENVOY INSTALLED BY MANUFACTURER (N) 125A PV COMBINER (2) 20A-2P 4 PV AC DISCONNECT VISIBLE, LOCKABLE, LABELED, OPEN 60A, 240V, 2-POLE M (E) UTILITY METER COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 SINGLE LINE DIAGRAM VISIBLE, LOCKABLE, LABELED AC DISCONNECT LOCATED WITHIN 10' OF THE UTILITY METER CALCULATIONS: PER CEC 690.80, "WHERE A SINGLE OVERCURRENT DEVICE IS USED TO PROTECT A SET OF TWO OR MORE PARALLEL-CONNECTED MODULE CIRCUITS, THE AMPACITY OF EACH OF THE MODULE INTERCONNECTION CONDUCTORS SHALL NOT BE LESS THAN THE SUM OF THE RATING OF THE SINGLE FUSE PLUS 125 PERCENT OF THE SHORT-CIRCUIT CURRENT FORM THE OTHER PARALLEL-CONNECTED MODULES." MODULE COUNT(24) * MICROINVERTER MAX OUTPUT CURRENT(1.21) * (1.25) = 36.30A < 40A DATE:May 24, 2022 Wire Tag # 1 (1) 12 - 2 TC - ER, THWN-2, COPPER,(OR CODE APPROVED EQUIVALENT), (1) 6 AWG BARE, COPPER (GROUND) 2 (1) 10 AWG THWN - 2, OR THHN, COPPER - (POSITIVE),(1) 10 AWG THWN - 2, OR THHN, COPPER - (NEGATIVE),(1) 10 AWG THHN/THWN, COPPER - (GROUND),(1) 3/4"EMT (OR CODE APPROVED EQUIVALENT) 3 (2)10 AWG THHN/THWN-2,COPPER -(L1), (2)10 AWG THHN/THWN-2,COPPER -(L2), (1) 10 AWG THHN/THWN-2 (GROUND), CONDUIT: 3/4" EMT (OR CODE APPROVED EQUIVALENT) 4 (1) 8 AWG THWN-2 COPPER - (L1), (1) 8 AWG THWN-2 COPPER - (L2), (1) 8 AWG THWN-2 COPPER - (NEUTRAL), (1) 10 AWG THWN-2 COPPER - (GROUND),(1) CONDUIT: 3/4" EMT (OR CODE APPROVED EQUIVALENT) String1:12 String2:12 String3: String4: String5: String6: Scope of Work: (24) CERTAINTEED - CT365HC11-06 (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) PV-6.0 COMPLETE SOLAR REVIEWED BY: CT 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 LABELS DATE:May 24, 2022 THE EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVERCURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR LABELING NOTES: 1. LABELING REQUIREMENTS BASED ON THE 2020 CALIFORNIA ELECTRIC CODE, OSHA STANDARD 19010.145, ANSI Z535. 2. MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 3. LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED [CEC 110.21] 4. LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8", WHITE ON RED BACKGROUND; REFLECTIVE, AND PERMANENTLY AFFIXED [IFC 605.11.1.1] PERMANENT WARNING LABELS SHALL BE APPLIED TO DISTRIBUTION EQUIPMENT FOR PV SYSTEMS THAT SHUT DOWN THE ARRAY AND CONDUCTORS LEAVING THE ARRAY: THE TITLE “SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN” SHALL UTILIZE CAPITALIZED CHARACTERS WITH A MINIMUM HEIGHT OF 3/8 IN. IN BLACK ON YELLOW BACKGROUND, AND THE REMAINING CHARACTERS SHALL BE CAPITALIZED WITH A MINIMUM HEIGHT OF 3/16 IN. IN BLACK ON WHITE BACKGROUND. [CEC 690.56(C)(1)(A)] A PERMANENT WARNING LABEL SHALL BE APPLIED TO THE DISTRIBUTION EQUIPMENT ADJACENT TO THE BACK-FED BREAKER FROM THE INVERTER. [CEC 705.12(D)(2)(3)(b)] RAPID SHUTDOWN SWITCH FOR SOLAR PV A RAPID SHUTDOWN SWITCH SHALL HAVE A LABEL LOCATED ON OR NO MORE THAN 3 FT FROM THE SWITCH THAT INCLUDES THIS WORDING. THE LABEL SHALL BE REFLECTIVE, WITH ALL LETTERS CAPITALIZED AND HAVING A MINIMUM HEIGHT OF 3/8 IN., IN WHITE ON RED BACKGROUND.[CEC 690.56(C)(2)] AT POINT OF INTERCONNECTION, MARKED AT DISCONNECTING MEANS [CEC 690.54] SECOND SOURCE IS PHTOVOLTAIC SYSTEM AT POINT OF INTERCONNECTION. [CEC 705.12(D)(3)] MAXIMUM AC OPERATING CURRENT: PHOTOVOLTAIC AT EACH DC DISCONNECTING MEANS [CEC 690.13(B)] AT EACH AC DISCONNECTING MEANS [CEC 690.13(B)] AT EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WIRING METHODS; SPACED AT MAXIMUM 10FT SECTION OR WHERE SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS [CEC 690.31(G)(3)] WARNING: PHOTOVOLTAIC POWER SOURCE PHOTOVOLTAIC AC DISCONNECT DUAL POWER SOURCE NOMINAL OPERATING AC VOLTAGE: DC DISCONNECT EACH PV SYSTEM DISCONNECTING MEANS SHALL PLAINLY INDICATE WHETHER IN THE OPEN (OFF) OR CLOSED (ON) POSITION AND BE PERMANENTLY MARKED [CEC. 690.13(B)] MAIN PHOTOVOLTAIC SYSTEM DISCONNECT AT BUILDING OR STRUCTURE MAIN DISCONNECTING MEANS. [CEC 690.12(E), CEC 690.15]WARNING ELECTRICAL SHOCK HAZARD DO NO TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING ! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE WARNING! TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS ! WARNING! 29.04 240 PHOTOVOLTAIC AC DISCONNECT !! PV-7.0 COMPLETE SOLAR 1417 S Broadway - 101110019 & 2017587207/18/22 MSP M AC C JB COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 PLACARD CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: PV DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY AVAILABE LOCATION EITHER OUTSIDE OF A BUILDING OR STRUCTURE OR INSIDE THE NEAREST POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS PER THE REQUIREMENTS OF CEC ARTICLE 690.14 FR O N T O F P R O P E R T Y SYSTEM UTILIZES MICROINVERTERS LOCATED UNDER EACH SOLAR MODULE SOLAR ARRAY ON ROOFTOP MAIN SERVICE PANEL AC DISCONNECT UTILITY METER COMBINER BOX DATE:May 24, 2022 PV-8.0 COMPLETE SOLAR 1417 S Broadway - 101110019 & 2017587207/18/22 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 SITE PHOTOS ELECTRICAL PHOTOS: DATE:May 24, 2022 STRUCTURAL PHOTOS: PV-9.0 COMPLETE SOLAR 1417 S Broadway - 101110019 & 2017587207/18/22 CertainTeed Solar CT SERIES 120 SPLIT-CELL SOLAR MODULES )HDWXUHVDQG%HQH´WV High Quality / High Power Up to 370W with black backsheet UL listed (UL 61730) Positive power output tolerance Half-Cell Monocrystalline Type CT360HC11-06 CT365HC11-06 CT370HC11-06 Limited Warranty* 25-year linear power output warranty *See CertainTeeds limited warranty for details See reverse for SURGXFWVSHFL´FDWLRQV Power Output Warranty LLL 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 01231456178911 231 1 !" #$%&'()#$*+,&$-!$"./&"-0#123 45 5 6+-67!$458--+$5, !"()9+6:!$/;91 #<=4+$'+5!-&"'!$"/4+$$4"!+$>8!%6$" !$"+&'!$.5 $45+'8/&$-'"/&65!$'?@&$- '"+/&.!$'"&5 5&"!+$':,%/+*!-!$.&4+$'!'"$"A %/1 !/-'+58"!+$B+//'!-$"!&5&%%5!4&"!+$'C ("+BB/'8%"+B+8/D1%+5 !$%8"4!/48!"'&$- #&"+$EF'/!':8':&/&''6:5,C 231 1 01231456 1789 11 01231456 1789 11 GHIJKLMNHLJKOHPQRMSTKUJHVVJLWMXUYZWUWQ[\]^_`[abcd e&"&<" fghij kNKLQ lmMnIPoJUmpRMZHqVHLnHNNPMWnKQWHMKMonHMQLHI lmMnIPoJUrGRstu nJIINHoJNvWMnIPoJoHMIqwWQT mpxHNOWMJLyxsRkz lmMnIPoJUUHIKLUTWJIoQHNKQnTRMUJNOIJJUQTJQWnUKMo {|}|~| lIJWOIJMJQwHLWMXUPSSHLQUWsWY RQTJLMJQYHLnJIIPIKL lSQWHMKIxLJnJSQKnIJKZKWIKOIJVHLrxOLWo XJ lLHZWo JUSLHoPnQWHMNJQJLWMXKMonHMUPNSQWHM NHMWQHLWMX kWNSIJ lJo PnJoUWJVLHNmpxHNOWMJLvsmp stu ssz lxJMQJLJoNHPMQWMXOLKnJQUUPSSHLQUWMXIJ UQPoNHPMQWMX lkPSSHLQUOKnKMoUWoJnHMoPWQJMQLq lSQHVHPLsSHIJOLKMnTnWLnPWQUVHLx SIPX sWMOLJKJLUvMHQWMnIPoJo z lQHQKIHLUQHLKXJOLKMnTnWLnPWQU JIWKOIJ |~||{ ¡¢£¤|¥|¦~§¨| lWZJsqJKLIWNWQJowKLLKMQq lGwHqJKLUIKOHLLJWNOPLUJNJMQSLHXLKNnHZJLKXJ WMnIPoJo lrIWUQJo 01231456178911 GHIJKLMNHLJKOHPQRMSTKUJHVVJLWMXUYZWUWQ[\]^_`[abcd ©DªDª#$%&'#$/.,C«55/!."'/'/*-C#$%&'A"#$%&'5+.+A()9+6:!$/;91#<A&$-+"/"/&-6&/¬'+/'/*!4$&6' &/"/&-6&/¬'+B#$%&'#$/.,A($4Ce&"&'8:4""+4&$.CDªDª13 ª1ª3 ®¯°±²³´®µ±¶ mpxHNOWMJLysRkvsmp stu ssy sRkz mpxHNOWMJLysRkwWQTRMSTKUJmpRMZHqSLWMQJonWLnPWQOHKLoVHLWMQJXLKQJoLJZJMPJXLKoJ SLHoPnQWHMNJQJLWMXv·kmxu¸¹s¸º»zKMonHMUPNSQWHMNHMWQHLWMXv¹s¸º»z¸mMnIPoJUKUWIZJL ¨§¨|{§¼~| ¦~½|¨§½|¨£¨|¼¦{ ¦¤§¾|¨¼¨¾~¦{§{|}|~|¿ mpxHNOWMJLyxsRkvsmpstu ssyxsRkz mpxHNOWMJLyxsRkwWQTRMSTKUJmpRMZHqSLWMQJonWLnPWQOHKLoVHLWMQJXLKQJoLJZJMPJXLKoJ SLHoPnQWHMNJQJLWMXv·kmxu¸¹s¸º»zKMonHMUPNSQWHMNHMWQHLWMXv¹s¸º»z¸mMnIPoJU RMSTKUJtHOWIJxHMMJnQrGRstu vxRrrtÀRtstu zYKSIPXsKMosSIKqWMoPUQLWKIsXLKoJnJIINHoJN VHLUqUQJNUPSQHÁNWnLHWMZJLQJLU¸vZKWIKOIJWMQTJkYxKMKoKYtJWnHYPJLQHWnHYKMoQTJk WLXWMmUIKMoUYwTJLJQTJLJWUKoJÂPKQJnJIIPIKLUJLZWnJWMQTJWMUQKIIKQWHMKLJK¸zmMnIPoJUKUWIZJLUHIKL ¨|{§¼~| ¦~½|¨§½|¨£¨|¼¦{ ¦¤§¾|¨¼¨¾~¦{§{|}|~|¿ ÃÄ Ä ±Å Å ¯¶Æ ±ÅKMo¶±Ç ²ÃÄ ±®±³ÈÇÃ¶ÈÅ vMHQWMnIPoJo YHLo JLUJSKLKQJIqz RMUJNOIJxHNNPMWnKQWHMUÉWQ vxttksxRrrtÀRtstu z mMnIPo JUxttksÉmGsu KMoxRrrtÀRtstu wWQTºsqJKLoKQKSIKMVHLRMUJNOIJUWQJU xWLnPWQÊLJKJLU ÊÉsu ss ÊÉsu ºss ÊÉsss kPSSHLQURKQHMÊu YÊu ºYÊYÊyYÊYÊºYKMoÊÁnWLnPWQOLJKJLU¸ xWLnPWQOLJKJLYSHIJYu YRKQHMÊu xWLnPWQOLJKJLYSHIJYu ºYRKQHMÊu º xWLnPWQOLJKJLYSHIJYYRKQHMÊ Rrxsu HwJLIWMJnKLLWJLvnHNNPMWnKQWHMOLWoXJSKWLzYÂPKMQWQqsHMJSKWL skrkËmRrÀsRk JSIKnJNJMQUHIKLUTWJIoVHLxHNOWMJLysRk¹yxsRk srÌ su sy nnJUUHLqLJnJSQKnIJVHLHwJLrWMJxKLLWJLWMmpxHNOWMJLysRk¹yxsRkvLJÂPWLJoVHLRrxsu z sR·sxÊsy JSIKnJNJMQmpRMZHqSLWMQJonWLnPWQOHKLovxÊzVHLxHNOWMJLysRk¹yxsRk ±²±Ä È¶Æ ÄÃ ²Å Ç±Ä Æ ÍÆ Ä ÃÈÆ ¯³Å KQWMX xHMQWMPHPUoPQq kqUQJNZHIQKX J u ¹xYÁË RKQHMÊUJLWJUOPUOKLLKQWMX u º tK¸nHMQWMPHPUnPLLJMQLKQWMX Áº tK¸nHMQWMPHPUnPLLJMQLKQWMXvWMSPQVLHN¹UQHLKXJz Á tK¸VPUJ¹nWLnPWQLKQWMXvHPQSPQz Î ÊLKMnTnWLnPWQUvUHIKLKMo ¹HLUQHLKX Jz SQHVHPLsSHIJRKQHMÊUJLWJUÀWUQLWOPQJoÌJMJLKQWHMvÀÌzOLJKJLUHMIqvMHQWMnIPoJoz tK¸QHQKIOLKMnTnWLnPWQOLJKJLLKQWMXvWMSPQz HVoWUQLWOPQJoXJMJLKQWHM¹ÎwWQTmpRMZHqOLJKJLWMnIPoJo LHo PnQWHMNJQJLWMXxG UHIWonHLJSLJsWMUQKIIJoKMowWLJoQHmpRMZHq xHMUPNSQWHMNHMWQHLWMXxGvxGsskrmGz SKWLHVUSIWQnHLJnPLLJMQQLKMUVHLNJLU ®±Ä Ï Ã ³Æ Ä Ã²°ÃÈÃ ÀWNJMUWHMUvËÀz yÐ¸ºÎ¸ºu Á¸nNvu ¸ÐºÑu Î¸ºÑÁ¸Áy Ñz¸ËJWXTQWUu ¸ÁÒvºy¸ºnNzwWQTNHPMQWMXOLKnJQU¸ JWXTQ Ð¸ºXvu Á¸ºIOUz NOWJMQQJNSJLKQPLJLKMXJ sÓxQHÁÓxvsÓQHu u ºÓz xHHIWMX ·KQPLKInHMZJnQWHMYSIPUTJKQUTWJIo RMnIHUPLJJMZWLHMNJMQKILKQWMX Ô{§§Õ~||{Õ ¡¢£¤|¥Õ¤§£~§¦|~§¦¨~§¦ WLJUWJU lQHºOLJKJLWMSPQUÖu QHÌnHSSJLnHMoPnQHLU lÁOLJKJLOLKMnTWMSPQÖQHu ¹ÌnHSSJLnHMo PnQHLU ltKWMIPXnHNOWMJoHPQSPQÖu QH¹ÌnHSSJLnHMoPnQHLU l·JPQLKIKMoX LHPMoÖu QHu ¹nHSSJLnHMoPnQHLU IwKqUVHIIHwIHnKInHoJLJÂ PWLJNJMQUVHLnHMoPnQHLUWWMX¸ IQWQPo J GHNJQJLUvÁYºÁVJJQz Æ ³È ±¶³±ÈÄ ¯³³±Ä ÈÆ ¯³¯Ç ÈÆ ¯³Å mMQJXLKQJoWsW ¸uu O¹X¹M xJIIPIKL xRrrtÀRtstu ÌOKUJorGRstu nJIIPIKLNHoJNvWMnIPoJoHMIqwWQTmpxHNOWMJLyxsRkz¸·HQJ QTKQKMRMSTKUJtHOWIJxHMMJnQnJIIPIKLNHoJNWULJÂPWLJoVHLKIIRMUJNOIJWMUQKIIKQWHMU¸ RQTJLMJQ SQWHMKIY¸yYxKQºRvHLxKQÁzGRQTJLMJQnKOIJvMHQWMnIPoJoz Ä ¯®Ç ²Æ Ã³Ä ± xHNSIWKMnJYxHNOWMJL ru Ðu Yx·¹xkx¸·H¸u Ð¸u YÐxYKLQu ºYxIKUUÊYmxRky LHo PnQWHMNJQJLWMXÖ·kmxu ¸KnnPLKnqnIKUU¸ºvSLHoPnQWHMz xHMUPNSQWHMNJQJLWMXÖKnnPLKnqnIKUU¸º xHNSIWKMnJYmpRMZHq rÁÁu su ¹x·xk¸·H¸Áu u su 231 1 1417 S Broadway - 101110019 & 2017587207/18/22 01123145689 888 89 98 9 ! 99"8988#89$8 9 %9898 988$9 9 " 9 98!9 9 &''()*+, -.3 /01 2 1 -.3 5 4 25-6.5 -65 0 0 56.1 5 67 8 9:;<;67 =>?@A@7 :@B 7 :7 C D?<;67 =>C'':6?E F @:7 CD9&'A7 <;& 45.05GG4-61310-10H.G13155-6I1I.3I1-601H1012/0124G6-4//106 153.5110.5 3 1JG10015G1 45356GI12 1J/10.15G1 /103.6 21G4315656.15 21-.35 6110- G106.2.12 K450.6L M55N5M01 O500556L /0161G6L14001/4656.15O.6IK450.6L05GN.53-1046.15-M5GN12ML153.5110.531JG10015G15525-4/10.10-4//0LGI5.5 PQRSTUVUPQWX CY'8 @Z'&['89'>;>C6\'>;C'': ]) ^ _`$8 998 98 9 ! 99a998b 8* 9$898c8 %89$d " b889$+efg`h8c$ 989$ "8!9 9])8 i8 8c898 99"88$9 9b989 % 8 j89$9 k989 "9i89" 8 b8 i 8 9 8 9 5H5.05M.0.6L >@C7'>Y7<;>;CY'&l +988989$9 % %89$88 %89$ 8 9 mnopqorstouvqwtx y urysznyuvtxrv tyo{twt{|}~n ur|tounpp |orqwqy{qy{y rqsx bb" b889$8$b b8 +98 9 9 9 98b !9^8 8 +98 8 88 .56130561221-.356110- <;67=>6@A;@><6@&;D'F&@&&@DA76F@::D +i88 898 $9 989$ ! 9$8 8 9 $"+i8 989 89 8 $989$ 89 989$ ts t}yruq{{||nr|ny~{p{qsp o|t ~ruy rtuqsq{txtuy zsxt~yuy |suqsxuyp{y } % 89! 88 !8 9 9 8999 88 "!8%9 61GI5.G50-4//106 syoq~¡urt~vsy~q{unpp|orrtqyuxtxy~qrtxr|qsutoysz ¢8 9£89$8898k9 989 {yoqo|}x|~ntsruys~{nxysztszysttoyszotp|oru urqptx{trrtouqsxrt~vsy~q{xqrquvttruzotqr{ 88c 889$9 !9989$ G106.2.12K450.6L/01H.210 +988 9^ 989$b9 8*8c8 9 ¤``_¥f``¦"_§``_¥f``§9*k_¦``_¥f``g" 898b8$9 c" "998 9 8c8 9 9 d99 89 c898 M55N5M01O500556L ¨|s¡r{tqwt|nopo|t~rr|~vqs~t syoq~vqurvt}ysqs~yq{ 9$ % 9 8% ©qwtptq~t|}ysxs|ysz|nqotot~tywyszpo|xn~ru d8 9¢8]**ª)*+, 8 b f`i989$9 9« &''()*+, F:¬®¯*,°,±£±]*+,°,± )²k,kee*k°,± ²)ª]²ekªk *,³´µ¶·¸ 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22 1417 S Broadway - 101110019 & 2017587207/18/22