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1202 W Edinger Ave - Plan
SIGNED 01/02/2024 Bldg# 101116627 Elec# 20180981 Mech# 40138401 APPROVALS: PLNG - PGomez BLDG - WLee POLICE - BMartin ELEC - MSmith MECH - TLuka 1202 W Edinger Ave10/3/2024 SIGNED 01/02/2024 1202 W Edinger Ave10/3/2024 SIGNED 01/02/2024 1202 W Edinger Ave10/3/2024 SIGNED 01/02/2024 1202 W Edinger Ave10/3/2024 ST O P ST O P ST O P ST O P ST O P ST O P ST O P ST O P ST O P ST O P STOP PO M O N A S T R E E T ST A N F O R D S T R E E T PO M O N A S T R E E T ST A N F O R D S T R E E T (4) VAN+(17) ACCESSIBLE +(985) STANDARD = 1,006 SPACES SH A M R O C K P L A Z A HE I S M A N L A N E W S t . A N D R E W P l (E) CHAPEL EXISTING PARKING STRUCTURE (E) STUDENT SERVICES (LE VECKE CENTER) W E D I N G E R A V E . W S t . A N D R E W P l (E) ATHLETIC COMPLEX (MERUELO ATHLETIC CENTER) FUTURE CENTER FOR ARTS & INNOVATION ROD DEDEAUX STADIUM FOOTBALL/ TRACK/ SOCCER/ LACROSSE STADIUM OUTDOOR SWIMMING POOL AQUATICS BLDG MAINTENANCE BLDG S BRISTOL ST. FIELD HOUSE CONCESSION (E) ACADEMIC SERVICES BUILDING S BAKER ST. GYMNASIUM BLDG MONARCH PAVILION PARKING LOT 8 STALLS 1 AS-2 (E) ACADEMIC SERVICES BLDG 300 (E) ACADEMIC SERVICES BLDG 500 (E) ACADEMIC SERVICES BLDG 600 (E) ACADEMIC SERVICES BLDG 200 (E) BLDG 100 (E) PARKING (E) PARKING 50 ' - 0 " 50'-0" 170'-3" DANCE STUDIO E (ASSEMBLY) NON-SPRINKLERED TYPE V-B 2,000 SF (E) CLASSROOM BLDG E-OCCUPANCY NON-SPRINKERED TYPE V-B (E) STORAGE BLDG S-1-OCCUPANCY NON-SPRINKLERED TYPE V-B 2.0% MAX. SLOPE TYP. 42'-0" 17 0 ' - 0 " 50'-0" 36 ' - 0 " 2.0% MAX. SLOPE TYP. 2.0% MAX. SLOPE TYP. 11 0 ' - 0 " 25 ' - 0 " 17 ' - 0 " 41'-0" OVERALL CAMPUS SITE PLAN 0AS-1 OVERALL CAMPUS SITE PLAN SCALE: 1"=40'-0"1 0 20'40'80' NO R T H 1 15 ' - 0 " B U I L D I N G S E T B A C K 15'-0" BUILDING SET BACK ALIGN THE FACE OF NEW DANCE BUILDING AND THE FACE OF THE EXISTING MONARCH PAVILION file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O HUNG L . CHENG REN. 4 -30-25 NO. C-34187 LICENSED ARCHITECT STATE OF CA L IFORNIA LEGEND EXISTING FIRE HYDRANT NOTE:THE PATH OF TRAVEL (P.O.T.) AS INDICATED IS A COMMON BARRIER FREE ACCESS ROUTE AT LEAST 48" WIDE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1 2" BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL. THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. PASSING SPACES AT LEAST 60"X60" ARE LOCATED NOT MORE THAN 200' APART. CONTINUOUS GRADIENT HAVE 60" LEVEL AREAS NOT MORE THAN 400' APART. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED AS A RAMP. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM,AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL OR EDGE AND 27" ABOVE FINISH GRADE. ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL. DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT. ACCESSIBLE PATH OF TRAVEL PROPERTY LINE (E) CHAIN LINK FENCE KEYNOTES 1 (E) TRASH COMPACTOR 1 BUILDING USE CONSTRUCTION HEIGHT SQUARE FT.BASIC ALLOWABLE SQUARE FT. SPRINKLERED FOR AREA INCREASE SQUARE FT. TOTAL ALLOWABLE AREA SQUARE FT. 100 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'28,915 9,500 + 9,500*3 =38,000 COMPLIES 200 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'20,275 9,500 + 9,500*3 =38,000 COMPLIES 300 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'11,724 9,500 + 9,500*3 =38,000 COMPLIES 400_ACADEMICS/ SCIENCE (EXISTING)CLASSROOM, LIBRARY, E-1 TYPE II-1 HR 44'53,426 26,500 + 26,500*2 =79,500 COMPLIES 500 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'9,525 9,500 + 9,500*3 =38,000 COMPLIES 600 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'8,200 9,500 + 9,500*3 =38,000 COMPLIES CHAPEL (EXISTING)ASSEMBLY, A-3 TYPE V-B 16'5,000 5,000 + 6,000*3 =24,000 COMPLIES STUDENT SERVICES (EXISTING)MULTI-PURPOSE ROOM, A-2 TYPE II-1 HR 24'13,681 15,500 + 15,500*3 =62,000 COMPLIES ATHLETIC CENTER (EXISTING)SPORTS ACTIVITIES, A-2 TYPE II-N 50'8,624 9,500 + 9,500*2 =28,500 COMPLIES A-3 36,628 9,500 + 9,500*2 + 9,500(1.5) OPEN YARD INCREASE MULTI-STORY INCREASE =29,688/ FLR COMPLIES B 7,469 23,000 + 23,000*2 =69,000 COMPLIES FIELD HOUSE (EXISTING)RECREATION, A3 TYPE II-1 HR 16'-10"1,182 9,500 + 9,500*3 =38,000 COMPLIES MAINTENANCE BUILDING (EXISTING)STORAGE, SHOP, OFFICE, S-1, ?-3, B TYPE III-N 21'-4"2,879 9,000 + 9,000*3 =36,000 COMPLIES AQUATICS BUILDING (EXISTING)CLASSROOM, E-1 TYPE II-1 HR 32'3,807 26,500 + 26,500*2 =79,500 COMPLIES DANCE STUDIO (EXISTING)CLASSROOM, E TYPE I-B 27'-2"2,000 UNLIMITED =2,000 COMPLIES TOTAL 213,335 BUILDING AREA TABULATION AND DESCRIPTION LEGAL DESCRIPTION ASSESSORS PARCEL NO.:013-040-29 IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, BEING THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 10 WEST, SAN BERNARDINO MERIDIAN, IN THE LAND ALLOTTED TO F.W. KOLL IN DECREE OF PARTITION OF THE RANCHO SANTIAGO DE SANTA ANA, RECORDED IN BOOK B OF JUDGEMENTS OF THE 17TH JUDICIAL DISTRICT COURT OF LOS ANGELES COUNTY, CALIFORNIA PROJECT INFORMATION 2 (E) EV CHARGING STATIONS 2 2 2 2 3 (E) HI-LO DRINKING FOUNTAIN, SEE 16/A11.01 4 (E) BOYS RESTROOM, SEE 17/A11.01 5 (E) GIRLS RESTROOM, SEE 17/A11.01 6 (E) GENDER NEUTRAL RESTROOM 391 6 2 383 EXISTING PARKING TOTAL NUMBER OF PARKING SPACES NUMBER OF STANDARD SPACES NUMBER OF VAN ACCESSIBLE SPACES NUMBER OF STANDARD ACCESSIBLE SPACES 7 (E) PHOTOVOLTAIC ABOVE PARKING 7 7 PATH OF TRAVEL REQUIREMENT PATH OF TRAVEL TO TRASH COMPACTOR NOT REQUIRED AS PER 11B-206.2.2. SCHOOL IS SERVED BY A TRASH COMPACTOR LOADED AND OPERATED BY AUTHORIZED PERSONNEL ONLY--NO PUBLIC ACCESS. SEE KEYNOTE #1. 8 (E) SLIDING GATE 9 AREA OF SAFE DISPERSAL 7 PATH OF TRAVEL TO SAFE DISPERSAL AREA SAFE DISPERSAL AREA BUILDING MAXIMUM OCCUPANT LOAD BLDG 100 = 1,446 BLDG 200 = 1,014 BLDG 300 = 587 BLDG 400 = 2,672 BLDG 500 = 477 BLDG 600 = 410 ATHLETIC COMPLEX = 4,865 CHAPEL = 250 STUDENT SERVICES = 1,544 GYM BLDG = 1,066 TOTAL:14,331 OCCUPANTS 14,331 OCCUPANTS / 5 SF PER OCCUPANT = 2,866 SF SAFE DISPERSAL AREA AREA OF SAFE DISPERSAL 10 (E) PROPERTY ADDRESS MONUMENT 10 9 4 5 3 TOTAL TRAVEL DISTANCE TO PLUMBING FACILITIES: 491'-0" FROM DANCE STUDIO <500'-0" PER CPC 422.4 11 ACCESSIBLE ENTRANCE 11 ACCESSIBLE PATH OF TRAVEL NOTE: ACCESSIBLE ROUTES FROM DANCE STUDIO TO THE EXISTING ACCESSIBLE RESTROOMS HAVE BEEN VERIFIED TO FULLY COMPLY WITH CBC 11B-402 INCLUDING SLOPE, CROSS-SLOPE, AND WIDTH. ACCESSIBILE RESTROOM COMPLIANCE NOTE THE EXISTING ACCESSIBLE RESTROOMS (17/11.01) HAVE BEEN VERIFIED TO BE IN COMPLIANCE WITH 2022 CBC CHAPTER 11B. 1202 W Edinger Ave10/3/2024 SIGNED 01/02/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 8" THK MAT SLAB ON GRADE W/ #5 @ 12" O.C. E.W. OVER 15 MIL VAPOR BARRIER OVER COMPACT FILL 12 " TY P 3 - TYP @ COLUMNS 6" 6" 18" 6" 6" 6" 6" 6" 6" 18" 6" TYP 6" 18 " TY P 18 " TY P 18" 6" 6" 6" 6" 18" 18 " 18" COLUMNS & A.B. PER MFR 2 -TYP 18 " 18" SCALE: 1/4" = 1'-0" FOUNDATION PLAN1 SCALE: NTS TYPICAL FOUNDATION DETAIL AT FRAME ANCHORAGE 3 SCALE: NTS TYPICAL FOUNDATION DETAIL 2 SLAB ON GRADE PER PLAN 1 1 / 2 " CL R FLOOR FINISH PER ARCHT'L 0" M I N 8" M A X 3" C L R TY P 12" TYP 18 " M I N T.O. SLAB EXTERIOR WALL PER MFR SLAB ON GRADE PER PLAN 1 1 / 2 " CL R FLOOR FINISH PER ARCHT'L 0" M I N 8" M A X 3" C L R TY P 18" 18 " M I N T.O. SLAB EXTERIOR WALL PER MFR 6" MIN 6" MIN COL W/ BASE PL PER MFR ANCHOR BOLT PER MFR EDGE OF FTG PER DET 2 - MAT SLAB THICKNESS PER PLAN (2) #5 CONT T & B #4 @ 12" O.C. EDGE OF FTG PER DET 2 - (2) #5 ADDT'L W/ STD HOOK ENDS @ COLUMNS #4 @ 12" O.C. @ COLUMNS 5/8" DIA HEAVY HEX HEAD W/ 9" EMBED BASE PL PER MANUFACTURER ON RHINO SHEET F1 OF 2 AND MANUFACTURER TO VERIFY/PROVIDE ANCHOR BOLT LAYOUT file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 XX/XX/2023 ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O E N G I N E E R S I N C 2151 Michelson Dr. #240 Irvine, CA 92612 Tel. 949.679.0870 Fax. 949.679.9370 Project No.: J898 V C A C I V I LQuality Service Commitment S T R U C T U R A L DBEMBE SBE GENERAL NOTES, PLAN AND DETAILS S-1 1.DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. REFER TO THE TYPICAL DETAIL SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE. WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONSTRUCTION. 2.CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC DETAILS SHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER THESE NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS. 3.ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT (ARCH) OR STRUCTURAL ENGINEER OF RECORD (SEOR). ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS ARE TO THE FACE OF STUDS, AND TO CENTERLINE OF COLUMNS UNO. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE SEOR OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS; OR EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES. 5.THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR SEOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS. 6.SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE SEOR SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE STRUCTURAL DOCUMENTS. 7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ARCHITECT, SEOR, AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 8.ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E). 9.CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE STRUCTURE SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION. GENERAL NOTES: 1.CODES: ALL WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE (CBC) 2022 EDITION, INCLUDING ALL AMENDMENTS. ALL STANDARDS USED SHALL BE THE LATEST VERSION APPROVED BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE. 2.DESIGN LIVE LOAD 3.WIND DESIGN INFORMATION 4.SEISMIC DESIGN INFORMATION STRUCTURAL DESIGN CRITERIA: RISK CATEGORY = II Kz = 0.96 Kd =0.85 Kzt = 1.0 BASIC WIND SPEED V = 95 MPH (3 SEC GUST)EXPOSURE = C INTERNAL PRESSURE COEFF. = +/- 0.18 I = 1.0 RISK CATEGORY = II SITE CLASS = D SS = 1.29 S1 = 0.46 SDS = 0.86 SD1 = 0.56 SEISMIC DESIGN CATEGORY = D LOAD ROOF 20 PSF 1.REINFORCING GRADES FOR CONCRETE OR MASONRY: 2.MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF ALL REINFORCEMENT AS FOLLOWS (U.N.O.): (SEE PLAN/ SECTION FOR CONCRETE W/ FIRE RATING.) PROVIDE THE LARGEST COVER REQUIRED FOR ALL APPLICABLE CONDITIONS. WHERE #3 STIRRUPS OR TIES ARE USED, ENSURE THAT THE COVER FOR LONGITUDINAL BARS IS ADEQUATE. 3.REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE". EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM SPACING OF 24" O.C. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN POSITIONS SHOWN ON THE PLANS. 4.SPLICES IN CONTINUOUS REINFORCEMENT AS USED IN WALLS, FOOTINGS, SLABS, ETC., SHALL HAVE A CLASS "B" LAP (1' - 6" MIN) AND THE SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5' - 0" APART. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINFORCING OF BEAMS AND SLABS OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. 5.ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED DURING PLACEMENT OF CONCRETE. 6.BEND REINFORCING BARS COLD. 7.STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. 8.DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE MAIN REINFORCING U.N.O. 9.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE. 10.CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC COATED WHEN RESTING ON EXPOSED SURFACES. REINFORCING STEEL NOTES: ALL BARS EXCEPT THOSE TO BE WELDED ALL BARS TO BE WELDED ASTM A615, GRADE 60 ASTM A706, GRADE 60 CONDITION CONCRETE POURED AGAINST EARTH CONCRETE POURED IN FORMS AND EXPOSED TO WEATHER OR EARTH -#6 BARS AND LARGER -#5 BARS AND SMALLER STRUCTURAL SLABS ON GRADE -FROM BOTTOM OF SLAB -FROM TOP OF SLAB OTHER CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR #11 BARS AND SMALLER COVER 3" 2" 1 1/2" 1" 2" 1 1/2" 1.SEE SOIL REPORT BY: REPORT NO.: DATED: SOILS REPORT SHALL BE CONSIDER A PART OF THESE CONSTRUCTION DOCUMENTS. 2. 3.THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS INDICATED IN THE SOIL REPORT. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE. 4.SUBSURFACE SOIL PREPARATION: A. ALL EXISTING UNDOCUMENTED FILL SHALL BE REMOVED AND RECOMPACTED. ALL TOPSOILS SHALL BE REMOVED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. B. GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING THE OVEREXCAVATION PROCESS. THE ACTUAL DEPTH OF REMOVAL WILL BE DETERMINED DURING GRADING OPERATIONS. C. OFFSITE FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 5.SPREAD FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS, UNO. 6.FOOTING ELEVATIONS ARE NOTED ON THE PLANS AND DETAILS . IN ANY CASE, FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILL OR BEDROCK , IN ACCORDANCE WITH THE SOIL REPORT AND DETAILS SHOWN. 7.CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING. 8.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS WITH THE APPROVAL OF THE GEOTECHNICAL ENGINEER. FLOODING IS NOT PERMITTED. 9.ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS. 10.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED WITH NON-EXPANSIVE SOIL BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN STRENGTH. 11.SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS, CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL PLANS. 12.ALL GRADING, FOUNDATION FOOTINGS, AND DRAINAGE PLANS SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER UPON SUBMITTAL. A CERTIFIED LETTER BY THE GEOTECHNICAL ENGINEER IS REQUESTED STATING THAT THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT HAVE BEEN INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS PRIOR TO CONSTRUCTION. FOUNDATION AND SLAB ON GRADE NOTES: ALLOWABLE FTG VERTICAL BEARING PRESSURE DEAD LOAD + LIVE LOAD = ......................................................................1500 PSF DEAD LOAD + LIVE LOAD + LATERAL LOAD = .......................................2000 PSF ALLOWABLE FTG LATERAL BEARING PRESSURE IS 250 PSF PER FT OF DEPTH ALLOWABLE FTG COEFFICIENT OF FRICTION FOR SLIDING: 0.30 GPI GEOTECHNICAL PROFESSIONAL INC 3204.I 10/20/2023 1.CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI 318, 2019 EDITION, AND PROJECT SPECIFICATIONS. 2.CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT LEVEL AT ALL TIMES. 3.CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN THE MORTAR MATRIX. SLUSH WITH A COAT OF NEAT CEMENT BEFORE PLACING CONCRETE. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL BY THE EOR PRIOR TO PLACING ANY CONCRETE. 4.STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA: a.MAXIMUM DRY WEIGHT OF LIGHTWEIGHT CONCRETE SHALL BE 110 PCF . b.SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS. 5.CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LAB STAMPED AND SEALED BY A LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE SEOR FOR REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES SHALL CONSIST OF 5 SACK MINIMUM U.N.O. 6.AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33 (HARDROCK). 7.COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE SEOR. 8.PORTLAND CEMENT SHALL BE AS NOTED ABOVE FOR ALL CONCRETE CONFORMING TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED. 9.FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 15% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX DESIGN IS PROPORTIONED PER ACI 318, SECTION 26.4.3. 10.CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94. 11.LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 12.DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2 TIMES THE SUPPORTING CONCRETE STRENGTH, AND SHALL BE OF FIVE STAR GROUT, SIKA GROUT 212, OR APPROVED EQUAL WITH VALID CODE REPORT (LARR,ICC,ESR,IAPMO ER). FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF PEA GRAVEL. 13.DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE. 14.PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION, CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000 PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS. 15.FOR INTERIOR SLABS-ON-GRADE AND ALL OTHER SLABS RECEIVING ADHERED FLOORING FINISHES (I.E., GLUED, ETC.), THE MAXIMUM W/C RATIO SHALL NOT EXCEED 0.45. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECIEVE FINISHES SHALL BE COMPATIBLE WITH TILE AND ADHESIVES OR GROUTS IN ACCORDANCE WITH MANUFACTURER'S DATA AND BE APPROVED BEFORE USE. 16.MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE ACCEPTED BY SEOR. 17.SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS, CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL PLANS. 18.EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4" CHAMFER, U.N.O. STRUCTURAL CONCRETE NOTES: LOCATION MIN 28-DAY COMP STRENGTH FOUNDATIONS STEM WALLS, PILASTER 4000 PSI NWC 1 1/2"0.45 4"II / V CONC TYPEa MAX AGGR. SIZE MAX W/C RATIO MAX SLUMPb CEMENT TYPE 4000 PSI NWC 1"0.50 6"II / VALL OTHER STRUCTURAL CONCRETE NO NOTED.. 1.THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2.SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC. 3.ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS. JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL INSPECTOR. 4.ALL INSPECTION REPORTS SHALL BE SUBMITTED TO BUILDING OFFICIAL AND SEOR. THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND SPECIFICATIONS. 5.IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE INSPECTIONS ARE PERFORMED. 6.WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND AT THE COMPLETION OF WORK. CONTINUOUS INSPECTION CONSISTS OF FULL-TIME INSPECTION; PERIODIC INSPECTION CONSISTS OF PART-TIME OR INTERMITTENT INSPECTION. 7.THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE. FOR SI: 1 INCH = 25.4 MM a. WHERE APPLICABLE, SEE ALSO SECTION 1705A.11, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTIONS SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK. c. INSTALLATION OFF ALL ADHESIVE ANCHORS IN THE HORIZONTAL AND UPWARDS INCLINED POSITIONS SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIED ANCHOR INSTALLER STATEMENT OF SPECIAL INSPECTIONS: TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTI- NUOUS PERI- ODIC REFERENCED STANDARDa CBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT -X ACI 318: 3.5, 7.1-7.7 - ---AWS D1.4; ACI 318: 3.5.2 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705A.2.1, ITEM 5B. 3.INSPECTION OF ANCHORS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. X -ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1 4.INSPECTION OF ANCHORS POST- INSTALLED IN HARDENED CONCRETE.b -X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX.-X ACI 318: CH 4, 5.2-5.4 1904.2, 1910.2, 1910.3 6.AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X - ASTM C172 ASTM C31; ACI 318: 5.6, 5.8 1910.10 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES -X ACI 318: 5.11-5.13 1910.9 -X ACI 318: 6.1.1 - 8. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.c TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED -X -X -X X - -X 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 3.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 5.PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEE N PREPARED PROPERLY. Signed 11/9/2023 1202 W Edinger Ave10/3/2024 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- TITLE 24- INTERIOR E3-2 TITLE 24 GENERAL NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH FINAL INSPECTION AND APPLICABLE ACCEPTANCE REQUIREMENT PROCEDURES. INCLUDE ALL COSTS IN THE BASE BID. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, CONSTRUCTION INSPECTION, MEASUREMENTS, MONITORING, FUNCTIONAL TESTING, CALIBRATING, ETC. CONTRACTOR SHALL ASSUME THE ROLE OF "FIELD TECHNICIAN" AND "RESPONSIBLE PERSON" AS DEFINED IN STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS NONRESIDENTIAL COMPLIANCE MANUAL SECTION 14.1.2. SEE STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS SECTIONS 10-103(a)3A AND 10-103(a)3B AND SECTION 130.4 FOR MORE INFORMATION. SEE STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS NONRESIDENTIAL COMPLIANCE MANUAL CHAPTER 14 FOR MORE DETAILED REQUIREMENTS / INFORMATION. SEE STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS RESIDENTIAL COMPLIANCE MANUAL CHAPTER 2 FOR MORE DETAILED REQUIREMENTS / INFORMATION. PROVIDE COMPLETED INSTALLATION CERTIFICATE(S) AND CERTIFICATE(S) OF ACCEPTANCE AS REQUIRED TO THE SATISFACTION OF THE ENFORCEMENT AGENCY. TITLE 24 PROCEDURES FOR TESTING AND ADJUSTING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH FINAL INSPECTION AND APPLICABLE ACCEPTANCE REQUIREMENT PROCEDURES. INCLUDE ALL COSTS IN THE BASE BID. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, CONSTRUCTION INSPECTION, MEASUREMENTS, MONITORING, FUNCTIONAL TESTING, CALIBRATING, ETC. CONTRACTOR SHALL ASSUME THE ROLE OF "FIELD TECHNICIAN" AND "RESPONSIBLE PERSON" AS DEFINED IN STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS NONRESIDENTIAL COMPLIANCE MANUAL SECTIONS 13.1.2.2 AND 13.1.2.3. LIGHTING CONTROL ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTI-02-A DOCUMENTS. AUTOMATIC DAYLIGHT CONTROL ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTI-03-A DOCUMENTS. DEMAND RESPONSE LIGHTING CONTROL ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTI-04-A DOCUMENTS. INSTITUTIONAL TUNING PAF ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTI-05-A DOCUMENTS. OUTDOOR LIGHTING CONTROL ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTO-02-A DOCUMENTS. ALL LIGHTING CONTROLS TESTING AND ADJUSTING DOCUMENTS NOTED ABOVE ARE AVAILABLE FROM THE CALIFORNIA ENERGY COMMISSION WEB SITE AT: https://www.energy.ca.gov/programs-and-topics/programs/building-energy-efficiency-standards/2022-building-energy-efficiency-5 21159.00 1202 W Edinger Ave10/3/2024 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- TITLE 24 - EXTERIOR E3-3 TITLE 24 GENERAL NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH FINAL INSPECTION AND APPLICABLE ACCEPTANCE REQUIREMENT PROCEDURES. INCLUDE ALL COSTS IN THE BASE BID. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, CONSTRUCTION INSPECTION, MEASUREMENTS, MONITORING, FUNCTIONAL TESTING, CALIBRATING, ETC. CONTRACTOR SHALL ASSUME THE ROLE OF "FIELD TECHNICIAN" AND "RESPONSIBLE PERSON" AS DEFINED IN STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS NONRESIDENTIAL COMPLIANCE MANUAL SECTION 14.1.2. SEE STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS SECTIONS 10-103(a)3A AND 10-103(a)3B AND SECTION 130.4 FOR MORE INFORMATION. SEE STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS NONRESIDENTIAL COMPLIANCE MANUAL CHAPTER 14 FOR MORE DETAILED REQUIREMENTS / INFORMATION. SEE STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS RESIDENTIAL COMPLIANCE MANUAL CHAPTER 2 FOR MORE DETAILED REQUIREMENTS / INFORMATION. PROVIDE COMPLETED INSTALLATION CERTIFICATE(S) AND CERTIFICATE(S) OF ACCEPTANCE AS REQUIRED TO THE SATISFACTION OF THE ENFORCEMENT AGENCY. TITLE 24 PROCEDURES FOR TESTING AND ADJUSTING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH FINAL INSPECTION AND APPLICABLE ACCEPTANCE REQUIREMENT PROCEDURES. INCLUDE ALL COSTS IN THE BASE BID. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, CONSTRUCTION INSPECTION, MEASUREMENTS, MONITORING, FUNCTIONAL TESTING, CALIBRATING, ETC. CONTRACTOR SHALL ASSUME THE ROLE OF "FIELD TECHNICIAN" AND "RESPONSIBLE PERSON" AS DEFINED IN STATE OF CALIFORNIA 2022 BUILDING ENERGY EFFICIENCY STANDARDS NONRESIDENTIAL COMPLIANCE MANUAL SECTIONS 13.1.2.2 AND 13.1.2.3. LIGHTING CONTROL ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTI-02-A DOCUMENTS. AUTOMATIC DAYLIGHT CONTROL ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTI-03-A DOCUMENTS. DEMAND RESPONSE LIGHTING CONTROL ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTI-04-A DOCUMENTS. INSTITUTIONAL TUNING PAF ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTI-05-A DOCUMENTS. OUTDOOR LIGHTING CONTROL ACCEPTANCE TESTING AND ADJUSTING PROCEDURES - REFER TO NRCA-LTO-02-A DOCUMENTS. ALL LIGHTING CONTROLS TESTING AND ADJUSTING DOCUMENTS NOTED ABOVE ARE AVAILABLE FROM THE CALIFORNIA ENERGY COMMISSION WEB SITE AT: https://www.energy.ca.gov/programs-and-topics/programs/building-energy-efficiency-standards/2022-building-energy-efficiency-5 21159.00 1202 W Edinger Ave10/3/2024 TITLE-24 MANDATORY MEASURES EQUIPMENT AND SYSTEMS EFFICIENCY 1.ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY STANDARDS MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED TO THE COMMISSION, AS SPECIFIED IN THOSE REGULATIONS, THAT THE APPLIANCE COMPLIES WITH THE APPLICABLE STANDARD FOR THAT APPLIANCE. 2.PIPING AND DUCTING SYSTEMS SHALL BE INSULATED IN ACCORDANCE WITH THE SECTIONS 120.3, 120.4, 120.7 OF TITLE 24 ENERGY EFFICIENCY STANDARDS, CHAPTER 6 OF THE 2022 CMC, AND ALL CODES HAVING JURISDICTION. 3.ALL HVAC SYSTEMS SHALL MEET THE EFFICIENCY AND CONTROL REQUIREMENTS PER SECTION 110.2 AND 120.2 E.E.S. 4.ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTION 110.1-110.3, 110.5, 120.1-120.4 TITLE-24 ENERGY STANDARDS. 5.EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH AN AUTOMATIC TIME SWITCH WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOW OPERATION OF THE SYSTEM DURING OFF-HOURS FOR UP TO 4 HOURS. THE TIME SWITCH SHALL BE CAPABLE OF PROGRAMMING DIFFERENT SCHEDULES FOR WEEKDAYS AND WEEKENDS, INCORPORATE AN AUTOMATIC HOLIDAY "SHUT-OFF" FEATURE THAT TURNS OFF ALL LOADS FOR AT LEAST 24 HOURS, THEN RESUMES THE NORMALLY SCHEDULED OPERATION, AND HAS PROGRAM BACKUP CAPABILITIES THAT PREVENT THE LOSS OF THE DEVICE'S PROGRAM AND TIME SETTING FOR AT LEAST 10 HOURS IF POWER IS INTERRUPTED. 6.EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT TEMPORARILY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO MAINTAIN A SETBACK HEATING AND COOLING THERMOSTAT SETPOINT. 7.EACH SPACE CONDITIONING ZONE SHALL BE CONTROLLED BY AN INDIVIDUAL THERMOSTATIC CONTROL THAT RESPONDS TO TEMPERATURE WITHIN THE ZONE. WHERE USED TO CONTROL HEATING, THE CONTROL SHALL BE ADJUSTABLE DOWN TO 55°F OR LOWER. FOR COOLING, THE CONTROL SHALL BE ADJUSTABLE UP TO 85°F OR HIGHER. WHERE USED TO CONTROL BOTH HEATING AND COOLING, THE CONTROL SHALL BE CAPABLE OF PROVIDING A DEAD BAND OR AT LEAST 5°F WITHIN WHICH THE SUPPLY OR HEATING AND COOLING IS SHUT OFF OF REDUCED TO A MINIMUM. 8.THERMOSTATS SHALL HAVE NUMERIC SETPOINTS IN °F. 9.THERMOSTATS SHALL HAVE ADJUSTABLE SETPOINT STOPS ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL. 10.HEAT PUMPS SHALL BE INSTALLED WITH CONTROLS TO PREVENT ELECTRIC RESISTANCE SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE. ELECTRIC RESISTANCE SUPPLEMENTARY HEATING OPERATION IS PERMITTED DURING TRANSIENT PERIODS, SUCH AS START-UPS AND FOLLOWING ROOM THERMOSTAT SETPOINT ADVANCE, WHEN CONTROLS ARE PROVIDED WHICH USE PREFERENTIAL RATE CONTROL, INTELLIGENT RECOVERY, STAGING, RAMPING, OR SIMILAR CONTROL MECHANISMS DESIGNED TO PRECLUDE THE UNNECESSARY OPERATION OF SUPPLEMENTARY HEATING DURING THE RECOVERY PERIOD. SUPPLEMENTARY HEATER OPERATION IS ALSO PERMITTED DURING DEFROST. 11.GRAVITY OR AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED ON THE OUTSIDE AIR INTAKES AND DISCHARGES OF ALL SPACE CONDITIONING AND EXHAUST SYSTEMS. 12.ALL GRAVITY VENTILATING SYSTEMS SHALL BE PROVIDED WITH AUTOMATIC OR READILY ACCESSIBLE MANUALLY OPERATED DAMPERS IN ALL OPENINGS TO THE OUTSIDE, EXCEPT FOR COMBUSTION AIR OPENINGS. 13.ALL BALANCING: ALL SPACE CONDITIONING AND VENTILATION SYSTEMS SHALL BE BALANCED TO THE QUANTITIES SPECIFIED IN THESE PLANS, IN ACCORDANCE WITH AND PERFORMED BY A COMPANY CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) PROCEDURAL STANDARDS (1983), OR ASSOCIATED AIR BALANCE COUNCIL (AABC) NATIONAL STANDARDS (1986). 14.OUTSIDE AIR CERTIFICATION: THE SYSTEM SHALL PROVIDE THE MINIMUM OUTSIDE AIR AS SHOWN ON THE MECHANICAL DRAWINGS, AND SHALL BE MEASURED AND CERTIFIED BY THE INSTALLING LICENSED C-20 MECHANICAL CONTRACTOR. 15.THE AIR CONDITIONING SYSTEM SHALL BE ENERGIZED 1 HOUR IMMEDIATELY PRIOR TO OCCUPANCY TO PROVIDE THE MINIMUM REQUIRED VENTILATION RATE. CALGREEN MANDATORY MEASURE NOTES 1.FOR NEW BUILDING 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONING SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES OF THE BUILDING PROJECT TO VERIFY THAT THE BUILDING SYSTEMS AND COMPONENTS MEET THE OWNER'S OR OWNER REPRESENTATIVE'S PROJECT REQUIREMENTS. THE COMMISSIONING REQUIREMENTS SHALL INCLUDE OWNER'S PROJECT REQUIREMENTS (OPR), BASIS OF DESIGN (BOD), COMMISSIONING MEASURES, COMMISSIONING PLAN, FUNCTIONAL PERFORMANCE TESTING, DOCUMENTATION AND TRAINING AND A FINAL COMMISSIONING REPORT. (CALGREEN SECTION 5.410.2) 2.PROVIDE TESTING AND ADJUSTING OF SYSTEMS IN ACCORDANCE WITH CALGREEN SECTION 5.410.4. 3.THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF ADDITION OR ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION. (CALGREEN SECTION 5.504.1) 4.AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM. (CALGREEN SECTION 4.501 OR 5.504.3) 5.ALL PAINTS, ADHESIVES, SEALANTS AND CAULKS SHALL MEET THE REQUIREMENTS OF CALGREEN SECTION 4.504.2 OR 5.504.4. 6.IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL. (CALGREEN SECTION 5.504.5.3) 7.FOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA ENERGY CODE. (CALGREEN SECTION 5.506.2) 8.HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN ANY CHLOROFLUOROCARBONS (CFCs). (CALGREEN SECTION 5.508.1.1) 9.HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN ANY HALONS. (CALGREEN SECTION 5.508.1.2) 10.LOW-RISE RESIDENTIAL: EACH BATHROOM SHALL BE MECHANICALLY VENTILATED. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50% TO A MAXIMUM OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. (CALGREEN SECTION 4.506) tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Mechanical Lead - Joe Millham City Submittal 09/06/23- TITLE 24 COMPLIANCE FORMS M0-2 21159.00 1202 W Edinger Ave10/3/2024 file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O GENERAL CONSTRUCTION NOTES PAVING, GRADING AND DRAINAGE NOTESEROSION CONTROL NOTES DEMOLITION NOTES MAINTENANCE RECORD DRAWINGS BUILDING AND SAFETY DIVISION NOTES PROJECT CLOSEOUT DESIGN ENGINEER'S NOTES “” “” ” “ “” GENERAL NOTES C000 SHEET INDEX Sheet Number Sheet Title C000 GENERAL NOTES C100 EROSION CONTROL PLAN C200 SITE IMPROVEMENT PLAN C300 GRADING AND DRAINAGE BENCHMARK NOTE 21159.00 1202 W Edinger Ave10/3/2024 X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 58 59 PROPOSED DANCE STUDIO file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O NO R T H EROSION CONTROL PLAN C100 GENERAL EROSION CONTROL NOTES MAINTENANCE NOTES BMP NOTES 0000000000 EROSION CONTROL NOTES X 000000000000000 LEGEND 2CONSTRUCTION FENCE DETAIL1WEIGHTED WATTLE DETAIL 21159.00 1202 W Edinger Ave10/3/2024 FFE = 59.04 N: 2211478.33 E: 6064633.03 N: 2211518.32 E: 6064634.09 N: 2211517.04 E: 6064684.08 N: 2211477.05 E: 6064683.02 PROPOSED DANCE STUDIO Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ZZZZ ZZZ Z Z Z Z Z Z Z Z Z Z Z Z (E) BUILDING TO REMAIN (E) PORTABLE TO REMAIN (E) TENT TO REMAIN file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O LEGEND C200 SITE IMPROVEMENT PLAN PAVEMENT LEGEND NO R T H GENERAL DEMOLITION NOTES DEMOLITION NOTES 1 2 Z Z Z PROTECTION NOTES SITE IMPROVEMENT NOTES SITE IMPROVEMENT PLANDEMOLITION PLAN NO R T H NO R T H 1REINFORCED CONCRETE RETAINING CURB 21159.00 1202 W Edinger Ave10/3/2024 58 . 1 9 58 . 0 8 57 . 9 5 58 . 1 8 58 . 1 9 58 . 0 9 58 . 1 2 58 . 2 6 58 . 4 1 58 . 2 3 59 . 4 4 59 . 1 3 59 . 1 5 59 . 4 3 59 . 4 6 59 . 4 5 59 . 1 2 59 . 1 1 59 . 1 8 59 . 2 0 59 . 1 5 58 . 3 1 58 . 2 9 58 . 2 8 58 . 3 0 58 . 4 5 58 . 5 1 58 . 5 8 58 . 7 8 58 . 6 5 58 . 9 8 59 . 2 3 59 . 3 1 59 . 2 8 59 . 2 6 59 . 2 5 59 . 3 7 59 . 4 2 59 . 3 0 59 . 2 9 59 . 5 8 59 . 8 9 59 . 8 7 59 . 5 3 59 . 6 0 59 . 5 2 59 . 3 6 59 . 4 4 59 . 3 8 59 . 5 4 59 . 3 0 58 . 3 1 58 . 0 0 58 . 0 8 58 . 4 8 58 . 2 2 58 . 3 0 58 . 1 6 58 . 2 2 58 . 2 1 58 . 2 4 58 . 3 2 58 . 2 6 58 . 4 0 58 . 4 3 58 . 2 8 58 . 2 7 58 . 2 8 58 . 4 2 58 . 4 8 58 . 4 0 58 . 3 6 58 . 5 4 58 . 5 6 58 . 6 2 58 . 6 6 58 . 4 5 58 . 4 0 58 . 3 8 58 . 3 7 58 . 2 9 58 . 4 5 58 . 4 9 58 . 2 4 58 . 3 5 58 . 1 4 58 . 2 7 58 . 0 6 58 . 2 2 58 . 0 8 58 . 1 5 58 . 0 7 57 . 9 3 57 . 8 7 57 . 6 5 57 . 7 8 57 . 6 4 57 . 5 6 57 . 6 0 57 . 3 9 57 . 4 1 57 . 3 9 57 . 4 6 57 . 4 8 57 . 5 0 57 . 6 5 57 . 8 2 57 . 7 7 57 . 8 7 57 . 5 9 57 . 6 2 57 . 2 4 57 . 2 9 58 . 0 1 57 . 8 8 58 . 1 3 58 . 1 2 58 . 2 1 58 . 2 2 58 . 2 8 58 . 2 8 58 . 2 9 58 . 3 3 58 . 3 8 58 . 3 7 58 . 4 8 58 . 4 9 58 . 5 4 58 . 5 9 58 . 6 3 58 . 6 4 58 . 7 0 58 . 6 1 58 . 5 2 58 . 5 3 58 . 4 9 58 . 6 8 58 . 7 4 58 . 6 0 58 . 5 7 58 . 6 0 58 . 6 0 58 . 4 2 58 . 4 0 59 . 0 0 58 . 8 9 58 . 3 7 58 . 2 2 58 . 3 6 58 . 4 1 58 . 7 6 58 . 9 2 58 . 3 6 58 . 6 7 58 . 4 4 58 . 2 2 58 . 2 3 58 . 1 4 58 . 0 9 57 . 9 6 57 . 8 8 58 . 0 9 58 . 1 6 58 . 2 0 58 . 3 7 58 . 7 3 58 . 6 2 58 . 3 6 58 . 4 3 58 . 2 7 58 . 6 2 58 . 4 9 58 . 2 0 58 . 2 6 58 . 6 2 58 . 2 0 57 . 5 8 57 . 5 6 57 . 5 5 57 . 5 9 57 . 5 2 57 . 6 6 57 . 7 2 57 . 7 7 57 . 7 5 57 . 8 0 57 . 8 4 58 . 0 6 57 . 8 4 57 . 8 9 58 . 1 6 57 . 9 4 58 . 1 9 58 . 0 9 58 . 0 5 58 . 0 0 57 . 7 9 57 . 9 5 58 . 6 6 58 . 6 8 58 . 6 4 58 . 6 4 58 . 6 3 58 . 4 6 58 . 4 2 58 . 4 6 58 . 4 2 58 . 1 8 58 . 2 8 58 . 3 0 58 . 3 2 58 . 4 4 58 . 4 6 58 . 5 2 58 . 5 9 58 . 6 5 58 . 7 0 58 . 6 9 58 . 6 2 58 . 5 8 58 . 7 0 58 . 8 6 58 . 8 0 58 . 9 7 58 . 9 2 59 . 5 8 59 . 5 5 59 . 5 0 59 . 1 1 59 . 1 5 59 . 2 1 58 . 9 8 58 . 7 8 58 . 7 9 58 . 8 1 58 . 6 8 58 . 7 7 59 . 6 3 59 . 5 4 59 . 5 6 59 . 0 6 59 . 1 2 59 . 2 2 58 . 8 8 58 . 8 2 58 . 8 6 58 . 8 0 58 . 7 4 58 . 4 9 58 . 3 4 58 . 2 7 58 . 4 8 58 . 3 8 58 . 3 4 58 . 2 4 58 . 1 9 58 . 2 6 58 . 3 3 58 . 3 7 58 . 4 7 58 . 5 7 58 . 6 4 59 . 2 2 58 . 9 2 58 . 9 1 58 . 6 4 58 . 9 2 58 . 9 1 58 . 6 8 58 . 6 5 58 . 8 6 58 . 7 4 PROPOSED DANCE STUDIO file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O LEGEND C300 GRADING AND DRAINAGE PLAN NO R T H 21159.00 1202 W Edinger Ave10/3/2024 FUTURE CLASSROOM 3 FUTURE CLASSROOM 2 FUTURE CLASSROOM1/ ADMIN (4) VAN+(17) ACCESSIBLE +(985) REGULAR = 1,006 STALLS 21,320 SF SH A M R O C K P L A Z A HE I S M A N L A N E (E) CHAPEL EXISTING PARKING STRUCTURE (E) STUDENT SERVICES (LE VECKE CENTER) W E D I N G E R A V E . (E) ATHLETIC COMPLEX (MERUELO ATHLETIC CENTER) FUTURE CENTER FOR ARTS & INNOVATION ROD DEDEAUX STADIUM FOOTBALL/ TRACK/ SOCCER/ LACROSSE STADIUM OUTDOOR SWIMMING POOL AQUATICS BLDG MAINTENANCE BLDG S BRISTOL ST. FILED HOUSE CONCESSION (E) ACADEMIC SERVICES BUILDING S BAKER ST. DANCE STUDIO 2,000 SF GYMNASIUM BLDG MONARCH PAVILION NEW PARKING LOT PARKING LOT 8 STALLS NEW PROPOSED BUS PARKING PROPOSED NEW DROP-OFF 56 PARKING STALLS 24 PARKING STALLS (1 ACCESSIBLE & 23 REGULAR) PROPOSED NEW DROP-OFF AREA NEW PARKING LOT PROPOSED NEW DROP-OFF AREA 1 E1-1 1 E1-2 T MSB3 EXISTING SWITCHBOARD 3000A 480/277V, 3Ø, 4W MSB2N EXISTING SWITCHBOARD 2000A 208/120V, 3Ø, 4W EXISTING SCE UTILITY CO. TRANSFORMER 2500KVA 12.47KV-480/277V, 3Ø, 4W T EXISTING TRANSFORMER "MSB2N-T" 500KVA - 480-208Y/120V, 3Ø, 4W CBD1 CBD1 1 FACPVECP 24 3 NEW FIRE ALARM VOICE EVACUATION PANEL EXISTING FIRE ALARM CONTROL PANEL4 5 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- 1" = 40'-0" SITE ELECTRICAL PLAN 1 SITE ELECTRICAL PLAN E0-1 ALL ELECTRICAL EQUIPMENT MOUNTED OUTDOORS SHALL BE WEATHERPROOF (NEMA #3R). 7.ALL CONDUIT ONLY SHALL BE PROVIDED WITH A NYLON PULL STRING. PLAN NOTES: SITE PLAN GENERAL NOTES: 3. 5. 6. 4. 2. 1. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. - U.O.N. MINIMUM CONDUIT SIZE SHALL BE 3/4" - U.O.N. ALL SITE BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUND CONDUCTOR THAT, AT MINIMUM, MATCHES THE SIZE OF THE ASSOCIATED BRANCH CIRCUIT CONDUCTOR. WHERE MULTIPLE BRANCH CIRCUITS ARE ROUTED/GROUPED TOGETHER, THE EQUIPMENT GROUNDING CONDUCTOR SHALL MATCH THE SIZE OF THE LARGEST BRANCH CIRCUIT CONDUCTOR IN THE GROUP. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. 8.SEE ARCHITECTURAL/LANDSCAPE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. CALL UNDERGROUND SERVICE ALERT (USA) AT 1 (800) 422-4133 OR APPLICABLE STATE AND LOCAL DIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START. PROVIDE 2' X 3' CONCRETE PULLBOX WITH BOLT-DOWN TRAFFIC-RATED COVER, ENGRAVED "POWER". UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 9. 1 PROVIDE 11" X 17" CONCRETE PULLBOX WITH BOLT-DOWN TRAFFIC-RATED COVER, ENGRAVED "FIRE ALARM". 2 EXISTING FIRE ALARM CONTROL PANEL TO REMAIN PROTECTED IN PLACE. VERIFY EXACT LOCATION IN FIELD. MODIFY EXISTING FIRE ALARM PANEL AS REQUIRED. PROVIDE ADDITIONAL HARDWARE, PROGRAMMING, CONNECTIONS, ETC. AS NEEDED FOR A COMPLETE AND OPERABLE SYSTEM. PROVIDE THE FOLLOWING SIGNAL SYSTEM CONDUITS WITH CONDUCTORS AS SPECIFIED: 2"C. FIRE ALARM 3 4 INTERCONNECT NEW FIRE ALARM VOICE EVACUATION PANEL TO EXISTING FIRE ALARM CONTROL PANEL ON CAMPUS FOR SYSTEM INTERFACE. LOCATE NEW PANEL ADJACENT TO EXISTING, VERIFY EXACT LOCATION IN FIELD. PROVIDE ALL NECESSARY RELAYS, MODULES, CABINETS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. PER CFC 907.17, NFPA 10.4.1.2-10.4.1.2.2: "RE-ACCEPTANCE TESTING TO BE PERFORMED ON EXISTING PANEL TO VERIFY COMPLIANCE AND OPERATION". 5 21159.00 1202 W Edinger Ave10/3/2024 A-1&3&5 A-1,3,5 A-1+3+5 P, ORPB a,b C B A FLEXIBLE CONNECTION AS REQUIRED. NUMBER OF CONDUCTORS AS REQUIRED. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN. UTILITY COMPANY METER. PROVIDE "CT's" AND "PT's" AS REQUIRED, REFER TO SINGLE LINE DIAGRAM. NON-FUSED DISCONNECT SWITCH, HP RATED AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT SIZES. FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION MOTOR STARTER/DISCONNECT SWITCH WITH FUSES PER EQUIPMENT MANUFACTURER AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT AND STARTER SIZES. S - PROJECTION SCREEN RL - ROTARY LOCK KEY TYPE BRANCH CIRCUIT SYMBOLS P - PILOT LIGHT M - MOTOR STARTING LV - LOW VOLTAGE a, b, c, ETC. - DESIGNATES QUANTITY OF SWITCHES AT EACH LOCATION. R - REMOTE CONTROL 2 - DOUBLE POLE K - KEY OPERATED 3 - THREE WAY 4 - FOUR WAY PB - PUSHBUTTON SS= PROVIDE SOLID STATE CIRCUIT BREAKER CLCB= CURRENT LIMITING CIRCUIT BREAKER SHUNT= PROVIDE SHUNT TRIP MECHANISM GFP= GROUND FAULT PROTECTION JUNCTION BOX, 4S MINIMUM OR AS REQUIRED BY N.E.C., OR CEC, WHERE ADOPTED. MOUNTED IN ACCESSIBLE CEILING SPACE PER PLAN FOR FLEXIBLE CONNECTION TO PRE-WIRED FURNITURE SYSTEM. MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. WHEN SHOWN WITH A DIAGONAL SLASH, THE LAST GENERAL RECEPTACLE CIRCUIT ON THE HOME-RUN CALL OUT SHALL BE CONTROLLED BY THE OCCUPANCY SENSOR. COORDINATE CONTROLLED CIRCUIT CONNECTION REQUIREMENTS WITH FURNITURE SYSTEM MANUFACTURER PRIOR TO ROUGH-IN. SEE DISTRIBUTED LIGHTING CONTROLS FOR ADDITIONAL REQUIREMENTS. POWER SYMBOLS SHUNT= PROVIDE SHUNT TRIP MECHANISM CLF= CURRENT LIMITING FUSE GFP= GROUND FAULT PROTECTION JUNCTION BOX, WALL MOUNTED AT +18-INCHES A.F.F. OR AS NOTED. 4S/DP MINIMUM OR AS REQUIRED BY N.E.C. OR CEC, WHERE ADOPTED. JUNCTION BOX, MOUNTED IN ACCESSIBLE CEILING FOR APPLICATION DENOTED ON PLAN. 4S/DP MINIMUM OR AS REQUIRED BY N.E.C. OR CEC, WHERE ADOPTED. JUNCTION BOX, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. 4S/DP MINIMUM OR AS REQUIRED BY N.E.C., OR CEC, WHERE ADOPTED. JUNCTION BOX, WALL MOUNTED AT +18-INCHES A.F.F., 4S/DP MINIMUM OR AS REQUIRED BY N.E.C., OR CEC, WHERE ADOPTED, FOR FLEXIBLE CONNECTION TO PREWIRED FURNITURE SYSTEM. WHEN SHOWN WITH A DIAGONAL SLASH, THE LAST GENERAL RECEPTACLE CIRCUIT ON THE HOME-RUN CALLOUT SHALL BE CONTROLLED BY THE OCCUPANCY SENSOR. COORDINATE CONTROLLED CIRCUIT CONNECTION REQUIREMENTS WITH FURNITURE SYSTEM MANUFACTURER PRIOR TO ROUGH-IN. SEE DISTRIBUTED LIGHTING CONTROLS FOR ADDITIONAL REQUIREMENTS. SURFACE MOUNTED MULTI-OUTLET ASSEMBLY. REFER TO GENERAL PRODUCT SPECIFICATIONS. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. THERMOSTAT OUTLET BOX, PROVIDE 1/2" C.O. TO RESPECTIVE MECHANICAL UNIT. EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL, PLUMBING OR KITCHEN DRAWINGS FOR SPECIFIC LOAD REQUIREMENTS OR AS NOTED. FLUSH MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. SURFACE MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM. TRANSFORMER, REFER TO SINGLE LINE DIAGRAM. HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS. HASH MARKS INDICATE NUMBER OF CONDUCTORS IN CONDUIT RUN, #12 AWG MINIMUM UNLESS OTHERWISE NOTED. HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS WITH SEPARATE NEUTRALS. "&" INDICATES SEPARATE NEUTRALS. HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS. "+" INDICATES SEPARATE #10 NEUTRAL THROUGHOUT BRANCH CIRCUIT. HASH MARK " " INDICATES AN ISOLATED GROUND CONDUCTOR. CONCEALED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG CONDUCTORS MINIMUM. CONDUIT OR BRANCH CIRCUIT CONCEALED BELOW GRADE, 3/4" CONDUIT MINIMUM WITH (2) 12 AWG CONDUCTORS MINIMUM AND A CODE SIZED EQUIPMENT GROUND. SURFACE-MOUNTED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG CONDUCTORS MINIMUM. INDICATES FINAL CONNECTION TO A LIGHTING FIXTURE, NUMBER OF CONDUCTORS AS REQUIRED. SITE LIGHTING FIXTURE SYMBOLS DEPICTED WITH CAPITAL LETTER(S) ADJACENT TO RESPECTIVE SYMBOL(S) INDICATE(S) LIGHT FIXTURE MOUNTING BASE DETAIL(S). SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE SYMBOL INFORMATION. LIGHTING FIXTURE CALL OUT, NUMBER(S) AND/OR UPPER CASE LETTER(S) (i.e. "1") INDICATES FIXTURE TYPE (REFER TO LIGHTING FIXTURE SCHEDULE). LOWER CASE LETTER (i.e. "a") ADJACENT TO FIXTURE TYPE INDICATES BALLAST OPTION (SEE GENERAL LIGHTING FIXTURE SCHEDULE NOTES). CIRCUIT BREAKER: "A" REPRESENTS CIRCUIT BREAKER AMPERE RATING, "B" REPRESENTS NUMBER OF POLES AND "C" REPRESENTS MISCELLANEOUS BREAKER FEATURES. FUSIBLE SWITCH: "A" REPRESENTS SWITCH/FRAME AMPERE RATING, "B" REPRESENTS THE FUSE AMPERE RATING, "C" INDICATES NUMBER OF POLES AND "D" REPRESENTS MISCELLANEOUS FUSE/SWITCH FEATURES. SINGLE POLE SWITCHES, WALL MOUNTED. SUBSCRIPTS AT SYMBOL INDICATE THE FOLLOWING: NOTE: ALL WALL SWITCHES CONTROLLING EMERGENCY CIRCUITS SHALL BE ENGRAVED WITH "EMERGENCY". EMERGENCY POWER OFF STATION, WALL MOUNTED PER EPO SYSTEM DETAIL. PULLBOX, SIZED PER N.E.C. OR AS NOTED. GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED. TANDEM WIRING CONNECTION. CONDUIT STUB OUT, CAP, MARK AND RECORD ON AS-BUILT DRAWINGS CONDUIT CONTINUATION. CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION DOWN WALL TO FLOOR BELOW CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION UP WALL TO FLOOR ABOVE ALL WALL-MOUNTED EQUIPMENT MOUNTING HEIGHTS SHALL BE VERIFIED PRIOR TO ROUGH-IN PER REQUIREMENTS OF THE DEVICE ALIGNMENT AND MOUNTING HEIGHT DETAILS AND SPECIFICATIONS. WALL MOUNTED DEVICE MOUNTING HEIGHT NOTE: WET LOCATION-LISTED (RAINTITE-IN-USE) RECEPTACLE - SEE ELECTRICAL SPECIFICATION FOR ADDITIONAL INFORMATION.WP-B J J J T T 1a J A B C D S M F LO= PROVIDE PERMANENT LOCK-OPEN (OFF) HARDWARE LC= PROVIDE PERMANENT LOCK-CLOSED (ON) HARDWARE ALL RECEPTACLE OUTLETS SHOWN WITH A DIAGONAL SLASH SHALL BE CONTROLLED BY OCCUPANCY SENSOR OR LIGHTING CONTROL PANEL. SEE DISTRIBUTED LIGHTING CONTROLS FOR ADDITIONAL REQUIREMENTS. WHERE DOUBLE DUPLEX RECEPTACLE OUTLETS ARE INDICATED AS CONTROLLED, ONLY A SINGLE DUPLEX RECEPTACLE OUTLET (NON-IG, NON-GCFI TYPE) SHALL BE CONTROLLED. WITHIN ANY CONTROLLED DUPLEX RECEPTACLE OUTLET, ONLY ONE RECEPTACLE SHALL BE CONTROLLED. NOTE THAT FOR FLOOR BOXES OR POKE-THRU DEVICES, THE ASSOCIATED CONTROL RELAY MAY NEED TO BE LOCATED WITHIN THE ELECTRICAL ROOM WHERE THE CONTROLLED CIRCUIT ORIGINATES. J JJ J DUPLEX RECEPTACLES WITH TWO 5V, 3.6A USB CHARGING PORTS. PROVIDE COLOR AS REQUIRED IN 15A OR 20A CONFIGURATION AND/OR TAMPER RESISTANT AND/OR HOSPITAL GRADE AS REQUIRED BY PLANS AND THE WIRING DEVICES SECTION OF THE GENERAL ELECTRICAL SPECIFICATIONS. (PASS & SEYMOUR OR EQUAL BY HUBBELL OR LEVITON.) QUAD RECEPTACLES WITH TWO 5V, 3.6A USB CHARGING PORTS. PROVIDE COLOR AS REQUIRED IN 15A OR 20A CONFIGURATION AND/OR TAMPER RESISTANT AND/OR HOSPITAL GRADE AS REQUIRED BY PLANS AND THE WIRING DEVICES SECTION OF THE GENERAL ELECTRICAL SPECIFICATIONS. (PASS & SEYMOUR OR EQUAL BY HUBBELL OR LEVITON.) DUPLEX RECEPTACLE, ONE HALF SWITCHED, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. SIMPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. SPECIAL RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DUPLEX, ISOLATED GROUND RECEPTACLE, FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DOUBLE DUPLEX RECEPTACLE FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DUPLEX RECEPTACLE, WALL MOUNTED. DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED. DUPLEX, GFCI RECEPTACLE, WALL MOUNTED. WP INDICATES WEATHERPROOF, A, B OR C INDICATES THE TYPE OF COVER, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, WALL MOUNTED, WITH (1) GFCI RECEPTACLE AND (1) DUPLEX RECEPTACLE CONNECTED ON LOAD SIDE OF GFCI. WP INDICATES WEATHERPROOF, A, B OR C INDICATES THE TYPE OF COVER, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DUPLEX RECEPTACLE, ONE HALF SWITCHED, WALL MOUNTED. DUPLEX, ISOLATED GROUND RECEPTACLE, WALL MOUNTED. SIMPLEX RECEPTACLE, WALL MOUNTED. SPECIAL RECEPTACLE, WALL MOUNTED. REFER TO PLAN NOTES. COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE DUPLEX RECEPTACLE, WALL MOUNTED. COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE DUPLEX RECEPTACLE, MOUNTED FLUSH IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN FLOOR BOX SYMBOL. DUPLEX RECEPTACLE, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. DUPLEX, GFCI RECEPTACLE, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. WP INDICATES WEATHERPROOF, A, B OR C INDICATES THE TYPE OF COVER, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, WALL MOUNTED 6-INCHES ABOVE COUNTER OR SPLASH, WITH (1) GFCI RECEPTACLE AND (1) DUPLEX RECEPTACLE CONNECTED ON LOAD SIDE OF GFCI. WP INDICATES WEATHERPROOF, A, B OR C INDICATES THE TYPE OF COVER, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DUPLEX RECEPTACLE, BOTTOM HALF SWITCHED, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. DUPLEX, ISOLATED GROUND RECEPTACLE, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. COMBINATION DOUBLE DUPLEX: ONE ISOLATED GROUND DUPLEX RECEPTACLE AND ONE DUPLEX RECEPTACLE, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. SIMPLEX RECEPTACLE, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. SPECIAL RECEPTACLE, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. REFER TO PLAN NOTES. 1,3a 1,3a 1,3a COMBINATION DOUBLE DUPLEX: TWO ISOLATED GROUND RECEPTACLES, WALL MOUNTED. COMBINATION DOUBLE DUPLEX FLUSH IN CEILING: TWO ISOLATED GROUND RECEPTACLES - MOUNT FLUSH IN FLOOR WHEN INDICATED IN FLOOR BOX SYMBOL. COMBINATION DOUBLE DUPLEX: TWO ISOLATED GROUND DUPLEX RECEPTACLES, WALL MOUNTED AT 6-INCHES ABOVE COUNTER OR SPLASH. FIRE ALARM SYSTEM SYMBOLS SIGNAL SYSTEM SYMBOLS PROJECT SPECIFIC SYMBOLS CCTV SYSTEM SYMBOLS GROUNDGRD PA PUBLIC ADDRESS UNDERGROUND PULL SECTION VOLTAGE DROP UNINTERRUPTABLE POWER SYSTEM TRANSFORMER VARIABLE AIR VOLUME SHORT CIRCUIT CURRENT TRANSIENT VOLTAGE SURGE STRUCTURED CABLING SYSTEM ROOT MEAN SQUARE RECEPTACLE WEATHERPROOF UNLESS OTHERWISE NOTED VOLT AMPERES RIGID GALVANIZED STEEL 600 VOLTS AND LESS TELEPHONE AND DATA REFRIGERATOR VD U.P.S. or UPS XFMR VAV VA V W WP VOLTS WIRE U.G.P.S. SCC T.V.S.S. SCS RMS REF RGS SQ. TV TC TEL/DATA U.O.N. TYP REC, RECEPT SECONDARY SQUARE TYPICAL TELEVISION TIMECLOCK MERCURY VAPOR POWER DISTRIBUTION UNIT POLY VINYL CHLORIDE PLUMBING CONTRACTOR PERCENT IMPEDANCE NOT TO SCALE NATIONAL ELECTRICAL MINIMUM CIRCUIT AMPS MOTOR CIRCUIT PROTECTOR NON AUTOMATIC DISCONNECT MANUFACTURER THOUSAND CIRCULAR MILS MOTOR CONTROL CENTER METAL HALIDE POTENTIAL TRANSFORMER FURNISH, INSTALL AND CONNECT OVER 600 VOLTS NORMALLY OPENED NORMALLY CLOSED NOT IN CONTRACT OWNER FURNISHED, PDU PVC P.C. %Z N.T.S. OFCI NL NO. or # PC PH. or ø PRIMARY PT PROVIDE P POLE NUMBER PHASE PHOTOCELL NIGHT LIGHT NEMA MCA MIN. MCP MCC MCM NEC MTD MW MFR. MH NO NC NF NIC MOUNTED MICROWAVE NON-FUSED MINIMUM MECHANICAL CONTRACTOR MAXIMUM OVERCURRENT PROTECTION KILOWATT HOUR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION GROUNDING ELECTRODE CONDUCTOR HEATING AIR CONDITIONING LONG CONTINUOUS LOAD KILOVOLT AMPERES HIGH PRESSURE SODIUM ISOLATED GROUND JUNCTION BOX DEGREE KELVIN HIGH INTENSITY DISCHARGE HEIGHT, WIDTH, DEPTH, LENGTH HAND-OFF-AUTO HORSEPOWER LOW PRESSURE SODIUM MAIN CIRCUIT BREAKER MAIN LUGS ONLY HEATING, VENTILATING AND AIR M.C. MOCP M/M M KWH LCL KW KVA LPS MAX. MCB MV MLO MAXIMUM METER MAIN METER KILOWATT GFCI GFP GE or GEC HACR HOA HVAC H.,W.,D.,L. HPS HP HID I/G JBOX K IN. or ''INCHES ANNOTATIONS S V V M TV AVERAGEAVG CURRENT TRANSFORMER CURRENT LIMITING FUSE CONTROL POWER TRANSFORMER CONDUIT ONLY, COMPLETE WITH CIRCUIT BREAKER COMBINATION SMOKE FIRE DAMPER CURRENT LIMITING CIRCUIT BREAKER DISTRIBUTION ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING ELECTRIC WATER COOLER ELECTRICAL NON-METALLIC TUBING ELECTRICAL CONTRACTOR EMERGENCY POWER OFF END-OF-LINE CIRCUIT TERMINATOR EQUIPMENT GROUND (GREEN) EXISTING DEVICE TO REMAIN EXPLOSION PROOF FULL LOAD AMPS EXHAUST FAN DIST EMS EMT ENT EWC E.C. E.P.O. E-O-L (E) EGC or EG or E/G EP FA or F.A. FLA FT or ' EF FEET FIRE ALARM C C.O. BR BLDG CB CIRC., CKT. CSFD DIA CT CLF CPT CLCB DISC CONN CONNECTED DIAMETER DISCONNECT CONDUIT BUILDING CIRCUIT BRANCH AMERICAN WITH DISABILITIES ACT 4" SQUARE BY 2-1/8" DEEP BOX ABOVE FINISH FLOOR AMPERES INTERRUPTING CAPACITY AMERICAN WIRE GAUGE AMP FRAME, AMP TRIP AMP SWITCH, AMP FUSE AUTOMATIC TRANSFER SWITCH ABOVE FINISH GRADE ABBREVIATIONS A.F.F. 4S/DP ADA AS/AF AF/AT A.I.C. or AIC AMP, A AWG ATS A.F.G. AMPERE C B SECURITY ALARM SYSTEM SYMBOLS TELEPHONE OUTLET BOX, FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. COMBINATION TELEPHONE AND DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. COMBINATION TELEPHONE AND DATA OUTLET BOX MOUNTED IN ACCESSIBLE CEILING SPACE OR IN FLOOR BOX PER PLAN FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. TELEPHONE/DATA SYMBOLS CONCEALED TELEPHONE/DATA CONDUIT RUN, 1-INCH CONDUIT ONLY (MIN). SEE TABLE FOR CONDUIT SIZE VARIATIONS. IN A RATED WALL, PROVIDE (1) 4S/DP BOX WITH (2) 1-1/4" C.O. AND (1) 4S/DP BOX WITH (1) 1-1/4" C.O. WITH PULL STRINGS IN EACH CONDUIT TO ACCESSIBLE CEILING. PROVIDE 1-1/4" BUSHINGS AT CONDUIT ENDS. UTILIZE CADDY #RBS SERIES BOX MOUNTING BRACKET TO MAINTAIN BOX ALIGNMENT (EQUAL BY B-LINE OR RAYCO). UTILIZE FIRESTOPPING SYSTEM PADS RATED FOR USE ON THE INSIDE OR OUTSIDE OF THE BOX (STI OR EQUAL) AS REQUIRED TO MAINTAIN RATING OF WALL OR MEMBRANE. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE AND CEILING CONDITIONS. IN A NON-RATED INSULATED WALL, OR NON-RATED UNINSULATED WALL, PROVIDE A 2-GANG MUD RING OR CADDY #RBS SERIES BOX MOUNTING BRACKET (EQUAL BY B-LINE OR RAYCO) WITH (2) 1-1/2"C.O. WITH PULL STRING TO ACCESSIBLE CEILING. PROVIDE 1-1/2" BUSHINGS AT CONDUIT ENDS. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE AND CEILING CONDITIONS. - - T4 = 2" C.O.T3 = 1-1/2" C.O.T2 = 1-1/4" C.O. COMBINATION TELEPHONE AND DATA OUTLET, WALL MOUNTED AT +18-INCHES A.F.F. FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. PROVIDE THE FOLLOWING: SEE FIRE ALARM OR CENTRAL MONITORING SYSTEM DRAWINGS FOR FIRE ALARM SYMBOLS. SFD SMOKE FIRE DAMPER NATS NATIONAL ELECTRICAL CODE AUTHORITY HAVING JURISDICTIONAHJ CEC CALIFORNIA ELECTRICAL CODE INTERMEDIATE DISTRIBUTION FRAMEIDF MAIN DISTRIBUTION FRAMEMDF BDF BUILDING DISTRIBUTION FRAME SHEET METAL AND AIR COND.SMACNA THOUSAND CIRCULAR MILSKCMIL REQUIRED SPECIFICATION DEVIATIONS THE FOLLOWING ITEM(S) ARE REQUIRED DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS AND SHOULD BE INCLUDED AS PART OF THE BASE BID. THESE DEVIATIONS ARE AT THE DIRECTION OF THE OWNER: THE FOLLOWING ITEM(S) ARE ALLOWED DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS. THESE DEVIATIONS ARE AT THE DIRECTION OF THE OWNER: ALLOWED SPECIFICATION DEVIATIONS DEDUCTIVE/ADDITIVE ALTERNATE PRICING IN ADDITION TO ANY DEDUCTIVE OR ADDITIVE LINE ITEM PRICING CALLED FOR ON THE DRAWING OR IN THE SPECIFICATIONS, CONTRACTOR SHALL PROVIDE SEPARATE LINE ITEM DEDUCTIVE/ADDITIVE ALTERNATE PRICING FOR EACH OF THE FOLLOWING ITEM(S): NONE NONE NONE CONTRACTOR'S NAT'L ASSOC. (SYMMETRICAL)CONDITIONING MANUFACTURER'S ASSOCIATION CONTRACTOR INSTALLED SUPPRESSION PULLSTRING REFRIGERATION SA WALL MOUNTED CLOCK. FIELD VERIFY MOUNTING HEIGHT PRIOR TO INSTALLATION. "B" INDICATES BATTERY OPERATED CLOCK. "D" INDICATES DIGITAL CLOCK, "NO LETTER" INDICATES ANALOG CLOCK. REFER TO SPECIFICATIONS. CONCEALED CLOCK CONDUIT RUN 1/2" CONDUIT, OR AS NOTED, WITH CONDUCTORS PER SPECIFICATIONS. TV OUTLET, WALL MOUNTED. STUB A 3/4" C.O. UP 6" ABOVE THE ACCESSIBLE CEILING AND PROVIDE BUSHING. TV OUTLET FLUSH CEILING MOUNTED. CONCEALED TELEVISION CONDUIT RUN, 3/4" CONDUIT, OR AS NOTED, WITH CONDUCTORS - REFER TO SPECIFICATIONS. MICROPHONE OUTLET, WALL MOUNTED. PROVIDE 3/4" C.O. (WITH PULL ROPE) UP TO 6" ABOVE ACCESSIBLE CEILING SPACE. PROVIDE BUSHING AT EACH END. MICROPHONE OUTLET, FLUSH CEILING MOUNTED. CONCEALED MICROPHONE CONDUIT RUN, 3/4" CONDUIT, OR AS NOTED, WITH CONDUCTORS - REFER TO SPECIFICATIONS. SURFACE WALL MOUNTED SPEAKER, "V" INDICATES VOLUME CONTROL. SURFACE MOUNTED SPEAKER , "V" INDICATES VOLUME CONTROL. FLUSH WALL MOUNTED SPEAKER , "V" INDICATES VOLUME CONTROL. CEILING FLUSH MOUNTED SPEAKER , "V" INDICATES VOLUME CONTROL. VOLUME CONTROL, WALL MOUNTED. CONCEALED SPEAKER CONDUIT RUN 3/4" CONDUIT, OR AS NOTED, WITH CONDUCTORS - REFER TO SPECIFICATIONS. V V PANEL CALLOUT, "A" INDICATES PANELBOARD OR EQUIPMENT DESIGNATION. MECHANICAL EQUIPMENT CALLOUT, "AC" INDICATES UNIT TYPE AND "2" INDICATES UNIT NUMBER. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS. DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET NUMBER. PLAN NOTE REFERENCE, REFER TO NOTES ON SHEET, OR AS DIRECTED. REVISION REFERENCE. WYE CONFIGURATION DELTA CONFIGURATION GROUND VIDEO MANAGEMENT SYSTEM - CCTV HEADEND - SEE SPECIFICATIONS. CCTV WORKSTATION AND MONITOR - SEE SPECIFICATIONS. CCTV FIXED POSITION CAMERA - SEE SPECIFICATIONS. CCTV PAN/TILT CAMERA - SEE SPECIFICATIONS. CCTV SYSTEM BRANCH CIRCUIT PER CCTV SYSTEM RISER DIAGRAM AND/OR SPECIFICATIONS. "W" = "P" = TELEPHONE OUTLET BOX, WALL MOUNTED. STUB A 1" C.O. UP 6" ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. WALL MOUNTED PHONE PUBLIC (PAY) PHONE. VERIFY ALL REQUIREMENTS WITH THE TELEPHONE UTILITY COMPANY. PROVIDE 1" C.O. (MIN) TO THE MAIN TELEPHONE BACKBOARD. MOUNTING HEIGHT AS REQUIRED. DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C.O. UP 6-INCHES ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C.O. UP 6-INCHES ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. TELEPHONE OUTLET BOX, WALL MOUNTED 6-INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C.O. UP 6-INCHES ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. DATA OUTLET BOX, WALL MOUNTED 6-INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C.O. UP 6-INCHES ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED 6-INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C.O. UP 6-INCHES ABOVE THE ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. T1 FLUSH MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS AS REQUIRED. SURFACE MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS AS REQUIRED. TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO SYSTEM GROUND DETAIL. SECURITY ALARM CONTROL PANEL - SEE SPECIFICATIONS. SECURITY SYSTEM POWER SUPPLY - SEE SPECIFICATIONS. SECURITY ALARM PASSIVE INFRARED MOTION SENSOR - SEE SPECIFICATIONS. SECURITY ALARM DUAL TECHNOLOGY MOTION SENSOR - SEE SPECIFICATIONS. SECURITY ALARM ULTRASONIC MOTION SENSOR - SEE SPECIFICATIONS. SECURITY ALARM DOOR CONTACT - SEE SPECIFICATIONS. SECURITY ALARM PANIC BUTTON - SEE SPECIFICATIONS. SECURITY ALARM KEY PAD - SEE SPECIFICATIONS. SECURITY ALARM GLASS BREAK INDICATOR - SEE SPECIFICATIONS. SECURITY ALARM SYSTEM BRANCH CIRCUIT PER SECURITY ALARM RISER DIAGRAM AND/OR SPECIFICATIONS. (R) (ER) DENOTES RELOCATED DEVICE EXISTING DEVICE TO BE RELOCATED (D)EXISTING DEVICE TO BE DEMOLISHED CBC CALIFORNIA BUILDING CODE LIGHTINGLTG, LTS LINEAR FEETLF, L.F. INTERNATIONAL BUILDING CODEIBC TV TV M 2 4 3 E-1 AC 2 A CC CCVMS CCWS SACP SPS ID DT UD DC PB KP GB M S S V S S BJ BONDING JUMPER SSBJ SUPPLY SIDE BONDING JUMPER SBJ SYSTEM BONDING JUMPER MAIN BONDING JUMPERMBJ LOCATION. OCCUPANCY SENSOR/LIGHTING CONTROL SYSTEM CONTROLLED RECEPTACLE RELAY. WHERE LETTER DESIGNATION "a" REPRESENTS OCCUPANCY SENSOR/LIGHTING CONTROL SYSTEM CONTROL ZONE. SEE THE DISTRIBUTED LIGHTING CONTROL SPECIFICATION FOR MORE INFORMATION. R a LIGHTING SYMBOLS 1,3 1,3 1,3 DIMMING PANEL CONTROL STATIOND.P.C.S. INTEGRATED DIMMING CONTROL PANELI.D.C.S. SHORT CIRCUIT CURRENT RATINGSCCR AVAILABLE FAULT CURRENTA.F.C. or AFC ABOVE CEILING MOUNTED SPEAKER , "V" INDICATES VOLUME CONTROL.VSM DAMP LOCATION-LISTED (NOT-RAINTITE-IN-USE) RECEPTACLE - SEE ELECTRICAL SPECIFICATION FOR ADDITIONAL INFORMATION. WP-D DISTRIBUTED ANTENNA SYSTEMDAS LIGHTING CONTROL SYMBOLS y+ y+ WALL MOUNTED SYSTEM-BASED OCCUPANCY SENSOR. AUTOMATIC SWITCHING/STEP-DIMMING DAYLIGHTING CONTROLLER USED TO SWITCH OFF LIGHTS WHEN SUFFICIENT NATURAL LIGHT IS PRESENT. REFER TO THE DLCS SOO FOR TARGET ILLUMINATION VALUE. AUTOMATIC CONTINUOUS DIMMING DAYLIGHTING CONTROLLER USED TO DIM LIGHTS WHEN SUFFICIENT NATURAL LIGHT IS PRESENT. REFER TO THE DLCS SOO FOR TARGET ILLUMINATION VALUE. LOW VOLTAGE MOMENTARY SWITCHES, WALL MOUNTED, FOR MANUAL ON/OFF SWITCHING, DIMMING, AND OVERRIDE CONTROL OF LIGHTING. WALL MOUNTED DIMMER. SEE SINGE POLE SWITCH SYMBOL FOR RELATED SUBSCRIPTS. QUANTITY OF ADJACENT LOWER CASE LETTERS INDICATES QUANTITY OF DIMMERS REQUIRED. PROVIDE DIMMER TYPE TO MATCH INDICATED BALLAST TYPE AND CONTROL REQUIREMENTS. H,AV,DM,P LIGHTING CONTROL SYMBOL SUPERSCRIPT & SUBSCRIPT KEY: 1-WAY DIRECTIONAL CEILING MOUNTED, SYSTEM-BASED OCCUPANCY SENSOR. H y WALL MOUNTED STAND ALONE OCCUPANCY SENSOR. y y "y" INDICATES THAT SWITCH LEG "y" TO BE CONFIGURED PER THE SOO. ADJACENT LOWER CASE LETTERS INDICATES QUANTITY OF SWITCHLEGS TO BE CONTROLLED. EXACT CONTROL FUNCTION IS DETERMINED BY THE BALLAST/DRIVER/FIXTURE TYPE. 1. H,AV,DM,P y D S D L X SEE THE DISTRIBUTED LIGHTING CONTROL (DLCS) SPECIFICATIONS AND SEQUENCE OF OPERATIONS (SOO) FOR MORE INFORMATION. 2. ADJACENT LOWER CASE LETTER(S) INDICATE SWITCH LEG(S) CONTROLLED EXCEPT WHERE "DM" INDICATES DUAL MODE CONTROL SWITCH. ADJACENT "+, ++ AND *" INDICATES PORTION OF SWITCHLEG CONTROLLED BY SENSOR WHERE "+" INDICATES PRIMARY SIDELIT DAYLIT ZONE, "++" INDICATES SECONDARY SIDELIT DAYLIT ZONE, AND "*" INDICATES SKYLIT DAYLIT ZONE. 3. K,V y 2-WAY DIRECTIONAL CEILING MOUNTED, SYSTEM-BASED OCCUPANCY SENSOR. ADJACENT UPPER CASE LETTER(S) INDICATE THE FOLLOWING: K INDICATES LOCKING SWITCH FOR THE SUBSEQUENT LOWER CASE LETTER. V INDICATES VANDAL RESISTANT SWITCH. P INDICATES CONNECTION TO MOVEABLE PARTITION INTERFACE, SENSOR AND STATUS INDICATOR. H INDICATES CONNECTION TO HVAC SYSTEM CONTROLS VIA CONTROLLED DRY-CONTACT CLOSURE. AV INDICATES CONNECTION TO A/V CONTROL SYSTEM. DM INDICATES DUAL MODE CONTROL AT CORRIDORS, STAIRWELLS AND WAREHOUSE AISLEWAYS 4. LOW VOLTAGE WIRING INTERCONNECTING DLCS COMPONENTS AS REQUIRED. SEE DLCS SPECIFICATIONS FOR MORE INFORMATION. tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- SYMBOL LIST E0-1 21159.00 1202 W Edinger Ave10/3/2024 1 (TYPICAL) X (TYPICAL) 2 (TYPICAL) L L ab ab ab ab DP1-25,27 25a/25EB25a25a/25EB 25a 25a25a 27b 27b27b 27b 27b/27EB27b/27EB 27EB 27EB 25EB 25EB DP1-29 DP1-29 /29EB DP1-29 /29EB DP1-29 /29EB DP1-29 /29EB 8. 7. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. LIGHTING PLAN GENERAL NOTES: PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY. 10. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. REFER TO GENERAL POWER PLAN NOTES AND COMMUNICATIONS PATHWAYS GENERAL NOTE FOR ADDITIONAL REQUIREMENTS WHEN POWER AND/OR DATA DEVICES ARE SHOWN ON THIS PLAN. 6. 5. ALL LINE VOLTAGE DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. 4. 3. 2. 1.REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND SPECS. PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING HARDWARE. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL STRUCTURAL SUPPORTS AS REQUIRED BY THE IBC, OR CBC WHERE ADOPTED, IN ADDITION TO ANY LOCAL CODES. 9. a. b. c. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: ALL BRANCH CIRCUITS SHALL BE EMT. ALL BRANCH CIRCUITS SHALL BE ROUTED ORTHOGONALLY, NEATLY TRAINED, IN PARALLEL TO STRUCTURES OR DUCTWORK. THE TERM "TRAINED" MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. ALL BRANCH CIRCUITS, FIRE ALARM CIRCUITS, LIGHTING CONTROL CONDUCTORS, AND CONDUITS/SLEEVES FOR AV/TEL/DATA/SECURITY AND OTHER TECHNOLOGY SYSTEMS INFRASTRUCTURE SHALL BE ROUTED IN EMT WITHIN SUCH AREA. OPEN CONDUCTORS AND MC CABLES SHALL NOT BE UTILIZED IN THESE AREAS. ALL CONDUITS/SLEEVES IN THESE SPACES SHALL BE EXTENDED INTO/ABOVE CONCEALED ACCESSIBLE CEILING SPACES - TERMINATING A MINIMUM OF 5FT HORIZONTALLY FROM THE OPEN OR EXPOSED CEILING CONDITION. REVIEW PROPOSED ROUTING OF CONDUIT WITH ARCHITECT PRIOR TO INSTALLATION. VISUALLY OBJECTIONABLE BRANCH CIRCUITS/CONDUIT SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. IN AREAS WITH "OPEN" CEILINGS, "EXPOSED" CEILINGS, OR OPEN GRID (NO TILES INSERTED) OR GRID CEILINGS WITH MORE THAN 25% OPEN OR TRANSPARENT AREA ALLOWING BEAMS AND OTHER STRUCTURAL ELEMENTS, HVAC DUCT WORK, ETC., TO BE VIEWABLE BY THE OCCUPANTS. THE ELECTRICAL CONTRACTOR SHALL TAKE EXTRA CARE WITH INSTALLATION OF CONDUIT TO INCLUDE MEETING THE FOLLOWING ADDITIONAL INSTALLATION CRITERIA: - CONDUIT FOR ALL BRANCH CIRCUITS, FIRE ALARM CIRCUITS, LIGHTING CONTROL CONDUCTORS AV/TEL/DATA INFRASTRUCTURE SHALL BE ROUTED NEATLY, TIGHT TO THE DECK ABOVE AND PARALLEL TO STRUCTURAL BEAMS/FRAMING, DUCT WORK AND PLUMBING RELATED PIPING. - - OPEN CEILING COORDINATION NOTES: tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- 1/8" = 1'-0" LIGHTING PLAN 1 LIGHTING PLAN E1-1 21159.00 1202 W Edinger Ave10/3/2024 HVLS 1 2 J 3 F ERC 2 J 2 3 F ERC 3 J 2 3 F ERC 1 J 2 3 F ERC 4 J2 3 F DP1-49,51 DP1-49 DP1-51DP1-49 DP1-49 DP1-51 DP1-51 DP1-53,55 DP1-53 DP1-55 DP1-53 DP1-53 DP1-55 DP1-55 W.P. 1 DP1 W.P.TD1 W.P.CBD1 SEE OVERALL ELECTRICAL SITE PLAN CBD1 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- POWER & COMMUNICATIONS PLAN 1 POWER & COMMUNICATION PLAN E1-2 1/8" = 1'-0" 8. 7. 6. 5. 4. 3. 2. 1. GENERAL NOTES: COMMUNICATIONS PATHWAYS PLAN NOTES: POWER PLAN GENERAL NOTES: 3. 2. 1.ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24-INCHES MINIMUM. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHES TO 3-INCHES ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. 4.WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO NEC, OR CEC WHERE ADOPTED, ARTICLE 300.22(C). 5. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: 9. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 10. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. 11. 6.PROVIDE G.F.C.I. TYPE RECEPTACLE(S) OR RECEPTACLE(S) PROTECTED BY A GFCI CIRCUIT BREAKER(S) WHEN RECEPTACLES ARE 50A OR LESS, 150V TO GROUND OR LESS AND ARE LOCATED WITHIN 6-FEET OF ANY SINK OR THERAPEUTIC TUB, LAUNDRY AREA, SERVING ANY DRINKING FOUNTAIN OR VENDING MACHINE, WITHIN ANY KITCHEN SPACE, LOCKER ROOM AREA, GARAGE AND BATHROOM SPACE AND/OR LOCATED OUTDOORS. WHERE RECEPTACLES ARE NOT READILY ACCESSIBLE, PROVIDE GFCI CIRCUIT BREAKER(S) TO PROTECT THE RESPECTIVE BRANCH CIRCUIT AND PROVIDE ADDITIONAL NEUTRAL CONDUCTORS IN THE BRANCH CIRCUITING AS REQUIRED TO ENSURE PROPER GFCI FUNCTION. 8.UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 1 PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY.7. a. b. c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dinger Ave10/3/2024 SEE POWER SYSTEMS STUDY SPECIFICATION FOR ADDITIONAL REQUIREMENTS. ALL REQUIRED POWER SYSTEMS STUDIES MUST BE COMPLETED AND SUBMITTED WITH ELECTRICAL POWER DISTRIBUTION EQUIPMENT SUBMITTAL. FAILURE TO DO SO WILL PREVENT THE ENGINEER FROM EFFECTIVELY EVALUATING THE SUBMITTAL AND SHALL RESULT IN REJECTION OF THE ELECTRICAL POWER DISTRIBUTION EQUIPMENT SUBMITTAL AS INCOMPLETE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE SPECIFICATIONS FOR SWITCHBOARDS, DISTRIBUTION BOARDS, TRANSFORMERS, PANEL BOARDS, AND ALL OTHER DEVICES SHOWN ON THE SINGLE LINE, PRIOR TO FABRICATION. CONTRACTOR SHALL SUBMIT SWITCHBOARD SHOP DRAWINGS TO THE SERVING UTILITY FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL SECURE CONFIRMATION THAT THE PROPOSED SWITCHBOARD COMPLIES WITH ELECTRIC UTILITY COMPANY REGULATIONS. LUGS SUITABLE FOR USE WITH COPPER OR ALUMINUM CONDUCTORS LISTED FOR USE WITH 75 DEGREE CELSIUS AMPACITY CONDUCTORS. TIN-PLATED ALUMINUM BUSSING WITH RECTANGULAR CROSS SECTION. HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH AND SHALL HAVE PROVISIONS FOR FUTURE EXTENSIONS. ALL BUSSING SHALL HAVE MINIMUM WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT CURRENT INDICATED. ALL VERTICAL AND HORIZONTAL BUSSING SHALL BE RATED AT FULL CAPACITY IN ALL SWITCHBOARD AND DISTRIBUTION BOARD SECTIONS. PROVIDE 100% NEUTRAL BUSSING MINIMUM UNLESS OTHERWISE NOTED. PROVIDE FULL LENGTH GROUND BUS AND, WHERE INDICATED ON PLANS, ISOLATED GROUND BUSSING. PROVIDE REAR WIRE WAY IN ALL SWITCHBOARD SECTIONS. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 DEGREE CELSIUS CONDUCTORS. SERIES RATED DEVICES SHALL HAVE BEEN INVESTIGATED BY U.L. IN COMBINATION WITH THE END USE EQUIPMENT AND IN THE EQUIPMENT IN WHICH THESE DEVICES ARE USED AND SHALL BE MARKED WITH A SERIES RATING. ALL EQUIPMENT SHALL BE MARKED IN ACCORDANCE WITH NEC (OR CEC-WHERE ADOPTED) REQUIREMENTS. SEE SPECIFICATIONS FOR MORE INFORMATION. WHERE SERIES RATINGS ARE ALLOWED, THE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE A SERIES COMBINATION RATING WHICH SHALL BE READILY VISIBLE. ALL OVERCURRENT DEVICES IN AN INDIVIDUAL PIECE OF EQUIPMENT SHALL HAVE AN AIC RATING EQUAL TO THE OVERALL RATING OF THE EQUIPMENT. SERIES-RATING OF DEVICES WITHIN A PIECE OF EQUIPMENT IS NOT ALLOWED. SEE SPECIFICATIONS FOR MORE INFORMATION. ALL ITEMS DEPICTED ON THE SINGLE LINE DRAWINGS SHALL BE ASSUMED AS NEW U.O.N. ALL SWITCHGEAR SHALL BE SQUARE D OR EQUAL BY CUTLER-HAMMER, G.E., SIEMENS, IEM, OR Z-POWER AND DISTRIBUTION. PROVIDE GROUNDING PER NEC, OR CEC WHERE ADOPTED, 250.30. SEE TRANSFORMER SCHEDULE FOR GEC/BJ SIZING INFORMATION. SEE SEPARATELY DERIVED SYSTEM GROUNDING DETAIL A, SHEET E2-2, FOR MORE INFORMATION. b. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL HAVE:9. 6. 1. 2. 3. 5. 7. a. GENERAL SINGLE LINE DIAGRAM NOTES: 10. SPECIFIC SINGLE LINE NOTES: ALLOWABLE DIMENSIONS IN MAIN ELECTRICAL ROOM ARE A CRITICAL COORDINATION ITEM. CONTRACTOR SHALL PROVIDE 1/4"= 1'-0" SCALE DRAWINGS WITH SWITCHGEAR SUBMITTALS SHOWING THAT ALL PROPOSED EQUIPMENT WILL FIT IN THE SPACE PROVIDED. SUBMITTALS WITHOUT THIS DRAWING SHALL BE REJECTED AS INCOMPLETE. PROVIDE NEW OVERCURRENT PROTECTIVE DEVICE(S) COMPATIBLE WITH EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT. AIC AND WITHSTAND RATINGS MATCHING EXISTING OCPD RATINGS OR DISTRIBUTION EQUIPMENT WITHSTAND RATINGS - WHICHEVER IS HIGHER. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION OR WHERE A NEW GROUND FAULT PROTECTIVE DEVICE IS BEING INSTALLED, A GROUND FAULT SYSTEM TEST SHALL BE CONDUCTED BY AN INDEPENDENT TESTING AGENCY PER NEC (OR CEC-WHERE ADOPTED) 230.95(C). THE GROUND FAULT SYSTEM TEST SHALL BE PERFORMED IN THE PRESENCE OF THE LOCAL AUTHORITY HAVING JURISDICTION. VERIFICATION OF DEVICE SETTINGS PER THE POWER SYSTEMS STUDY SPECIFICATION SHALL BE PERFORMED BY THE SAME INDEPENDENT TESTING AGENCY. THE GROUND FAULT TEST RESULTS SHALL BE DELIVERED TO THE ENGINEER OF RECORD. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL NEW GROUND FAULT RELAYS SHALL BE SET AT THE LOWEST AVAILABLE TIME DELAY AND PICK-UP SETTINGS. 1 2 c.PERMANENT PLACARD(S) MARKED PER THE SPECIFICATIONS AND PER NEC (OR CEC-WHERE ADOPTED) SECTIONS 225.37, 230.2(E), 690.56, 692.56, 700.7, 701.7, 702.7, AND 705.10 AND IFC (OR CFC - WHERE ADOPTED) SECTION 608.2.6.1. DENOTING THE PRESENCE OF ADDITIONAL SERVICES, PHOTOVOLTAIC SYSTEMS, FUEL CELLS, EMERGENCY, STATIONARY BATTERY STORAGE SYSTEMS, OR STAND-BY POWER SOURCES AS APPLICABLE. ALL SERVICE ENTRANCE EQUIPMENT RATED AT 400A OR GREATER SHALL BE PROVIDED WITH A BACKFEED-RATED, SOLID STATE MAIN OVERCURRENT DEVICE AND BUSSING RATED AT 100% OPERATION (1000A/sq.in. FOR CU, 750A/sq.in. FOR AL). NO HEAT RISE RATED BUSSING ALLOWED. NON-SERVICE ENTRANCE SWITCHBOARDS AND DISTRIBUTION BOARDS LARGER THAN 600A SHALL BE PROVIDED WITH BUSSING RATED FOR 100% OPERATION - SEE SPECIFICATION FOR CIRCUIT BREAKER REQUIREMENTS. ALL NON-SERVICE ENTRANCE SWITCHBOARDS AND DISTRIBUTION BOARD MAIN OVERCURRENT DEVICES SHALL BE BACKFEED-RATED. BACKFEED RATINGS SHALL COMPLY WITH NEC, OR CEC WHERE ADOPTED, 710.15 (E) AND 705.12(B)(4). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING CIRCUIT BREAKERS. 8.PROVIDE CIRCUIT BREAKER ARC ENERGY REDUCTION MAINTENANCE SWITCHING PER NEC, OR CEC WHERE ADPOPTED, 240.87(B)(3) FOR ANY CIRCUIT BREAKER, 1200A FRAME AND LARGER. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4.ALL SWITCHBOARDS, SWITCHGEAR, AND PANELBOARDS SHALL HAVE A SHORT-CIRCUIT CURRENT RATING NOT LESS THAN THE AVAILABLE FAULT CURRENT. THE AVAILABLE FAULT CURRENT AND THE DATE THE CALCULATION WAS PERFORMED SHALL BE FIELD MARKED ON THE ENCLOSURE AT THE POINT OF SUPPLY. 11. 12. 13. 14. 15. U.G.P.S. 3,000A 3P EX 110A 3P PARTIAL EXISTING SERVICE ENTRANCE EQUIPMENT "MSB3" 3,000A, (100% RATED) 277/480V- 3~ - 4W AVAILABLE FAULT CURRENT PER SCE = 40,000A CONNECTED LOAD = GROUNDING EXISTING B E-2.2 1 TD 1 TD1 2 DP1 DP 1 NOTESV.D.LOADFEEDERCONDUIT AND CONDUCTORS (%) AVAIL.FAULT CURRENT (A)(A) DISTANCE (FT) SCALE: NONE CB D 1 ---2"C., 3#1 + 1#6 GRD.CBD1 W.P. W.P. ENCLOSED CIRCUIT BREAKER "CBD1" 600V, 110A-3P NEMA 3R 75KVA ---2"C., 3#1 + 1#6 GRD.TD1 ---3"C., 4#4/0 + 1#4 GRD.DP1 AVAILABLE FAULT CURRENT VALUE AT THE END OF THE FEEDER INDICATED. CALCULATIONS ARE BASED UPON INITIAL VALUES RECEIVED FROM THE SERVING UTILITY AND THE LENGTH AND IMPEDANCE OF THE FEEDER. THE SHORT CIRCUIT CURRENT RATING, EQUIPMENT BUS BRACING, AND/OR AMP INTERRUPTING CURRENT OF EQUIPMENT CONNECTED ON THE LOAD SIDE OF THE FEEDER SHALL BE GREATER THAN THE AVAILABLE FAULT CURRENT. VOLTAGE DROP VALUE INDICATED IS AT THE END OF THE FEEDER. DISTANCE SHOWN IS FOR DESIGN PURPOSES ONLY. IT IS NOT A MATERIAL TAKEOFF. LOADS INDICATED WITH " ( ) " REPRESENT WORST CASE LOAD IN AMPS. ALL FEEDERS SHOWN, UNLESS SPECIFICALLY NOTED OTHERWISE, ARE PRESUMED TO BE ROUTED IN METAL RACEWAYS. IF P.V.C. CONDUITS ARE UTILIZED, THE CONTRACTOR SHALL PROVIDE AN EQUIPMENT GROUND PER NEC, OR CEC WHERE ADOPTED, TABLE 250.122 OR, WHERE REQUIRED, PROVIDE A MAIN BONDING JUMPER PER TABLE 250.66 AND INCREASE THE CONDUIT SIZE ACCORDINGLY. 5. 4. 3. 2. 1. GENERAL FEEDER SCHEDULE NOTES: PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5-3/4" DEEP UNLESS OTHERWISE NOTED ON PLAN. COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYPE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREE AMPACITY CONDUCTORS. PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER(S) FOR ANY MULTI-WIRE BRANCH CIRCUIT. BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS SHARING A COMMON NEUTRAL (NEC, OR CEC WHERE ADOPTED, 210.4(B),) COMMON YOKE (NEC, OR CEC WHERE ADOPTED, 210.7), OR FURNITURE SYSTEM NEC OR CEC WHERE ADOPTED, 605.5 AND 605.7). WHERE AN EXISTING PANEL IS BEING ALTERED OR MODIFIED IN ANY WAY, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO ADD BREAKER INTERLOCKS TO EXISTING MULTI-WIRE BRANCH CIRCUITS BASED ON CONTRACTOR'S INVESTIGATION OF EXISTING CONDITIONS. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED "SWD" FOR SWITCHING DUTY. ALL BUSSING SHALL BE TIN PLATED ALUMINUM. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS SERIES RATED, PROVIDE CIRCUIT BREAKERS IN PANELBOARD WHICH ARE SERIES RATED WITH THE UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANELBOARD SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS, AS WELL AS ALL MARKING AS REQUIRED BY THE NEC, OR CEC WHERE ADOPTED, 240.86(B). WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS. WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANELBOARD FROM THE PANELBOARD MAIN LUGS. GENERAL PANEL SCHEDULE NOTES: 13. 12. 11. 9. 8. 6. 7. 5. 4. 3. 2. 1. UPON PROJECT COMPLETION, CONTRACTOR SHALL INSTALL TYPED AS-BUILT PANEL DIRECTORIES IN EACH PANEL WITHIN THE MFGR-PROVIDED DIRECTORY HOLDER. THE DIRECTORY SHALL CLEARLY IDENTIFY EACH CIRCUIT TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. EACH CIRCUIT IDENTITY SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS PER NEC, OR CEC WHERE ADOPTED, ART 408.1 AND 408.4. HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. COPIES OF AS-BUILT PANEL SCHEDULES SHALL BE PLACED IN PANEL DIRECTORIES. E.C. TO INCLUDE ALL COSTS REQUIRED FOR LARGER-THAN-STANDARD CUSTOM PANEL DIRECTORY HOLDERS TO ACCOMMODATE COPIES OF AS-BUILT PANEL SCHEDULES. PANELBOARDS SHALL BE MANUFACTURED BY G.E., CUTLER-HAMMER, SIEMENS, OR SQUARE "D". FUSED PANEL BOARDS SHALL BE BY COOPER BUSSMANN. SPECIFIC PANEL SCHEDULE NOTES: "E" "D" "C" "B" "A" 15. 14. 16.PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES. PROVIDE LOCK-ON DEVICE. PROVIDE PERMANENT LOCK-OFF DEVICE THAT SHALL REMAIN IN PLACE WITH OR WITHOUT THE LOCK INSTALLED, PER NEC, OR CEC WHERE ADOPTED, SECTION 110.25. PROVIDE SHUNT TRIP DEVICE. PROVIDE GFCI TYPE DEVICE. PROVIDE A RED CIRCUIT BREAKER. PROVIDE BREAKER LOCK OFF DEVICE ON ANY CIRCUIT BREAKER FEEDING A TRANSFORMER AS REQUIRED, PER NEC, OR CEC WHERE ADOPTED, 450.14. WHERE AN EXISTING PANEL IS BEING ALTERED OR MODIFIED IN ANY WAY, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO ADD BREAKER LOCK-OFF DEVICES TO EXISTING TRANSFORMER CIRCUIT BREAKERS BASED ON CONTRACTOR'S INVESTIGATION OF EXISTING CONDITIONS. 10. tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- SINGLE LINE DIAGRAM E2-1 21159.00 1202 W Edinger Ave10/3/2024 THE CONTRACTOR SHALL PROVIDE, WITH THE ASSISTANCE OF THE SWITCHGEAR MANUFACTURER, POWER SYSTEMS STUDIES CONSISTING OF A SHORT CIRCUIT STUDY, A COORDINATION STUDY, AND AN ARC FLASH STUDY - ALL PER LATEST PUBLISHED EDITIONS OF THE FOLLOWING STANDARDS: ANSI C37, IEEE 141, IEEE 242, IEEE 399 - BROWN BOOK, NFPA 70E AND IEEE STD 1584/1584a. ADDITIONALLY: DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL GROUND FAULT RELAYS SHALL BE SET AT THE LOWEST AVAILABLE TIME DELAY AND PICK-UP SETTINGS. h. g. e. THE STUDY SHALL INCLUDE ALL PORTIONS OF ELECTRICAL SINGLE LINE DIAGRAM TO INCLUDE UPSTREAM OR DOWNSTREAM ELEMENTS THAT MAY NOT BE SHOWN INCLUDING, BUT NOT LIMITED TO, UTILITY SOURCE CONTRIBUTION, RELEVANT PORTIONS OF THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM WITHIN A BUILDING AND/OR CAMPUS ELECTRICAL DISTRIBUTION SYSTEMS AS DESCRIBED ABOVE. CONTRACTOR SHALL PERFORM STUDY USING SKM "SYSTEMS ANALYSIS POWER TOOLS FOR WINDOWS" COMPUTER SOFTWARE PROGRAM - LATEST AVAILABLE VERSION OR EQUAL BY ETAP. a. THE SHORT CIRCUIT STUDY SHALL INCLUDE CALCULATED SHORT-CIRCUIT MOMENTARY AND INTERRUPTING DUTIES FOR 3-PHASE BOLTED FAULTS AND LINE-TO-GROUND FAULTS THROUGHOUT THE SINGLE LINE TO INCLUDE UTILITY SERVICE SUPPLY, GENERATORS AND TRANSFER SWITCHES, SUBSTATIONS, SWITCHGEAR, PANEL BOARDS ETC. STUDY SHALL EVALUATE ALL ELECTRICAL DISTRIBUTION EQUIPMENT AND PROTECTIVE DEVICES AGAINST SHORT CIRCUIT CURRENT RATINGS. THIS STUDY EFFORT SHALL EXTEND TO SCCR RATINGS OF EQUIPMENT, EQUIPMENT CONTROL PANELS, VARIABLE FREQUENCY DRIVES ETC PROVIDED BY OTHER TRADES THAT ARE CONNECTED TO THE ELECTRICAL SYSTEM. NOTE ANY EXISTING CIRCUIT PROTECTIVE DEVICE(S)/ELECTRICAL DISTRIBUTION THAT IS INADEQUATELY RATED TO WITHSTAND CALCULATED FAULT VALUES OR WHERE EQUIPMENT SCCR IS EXCEEDED. WHERE THE UTILITY COMPANY PROVIDES MULTIPLE FAULT CURRENT VALUES REFLECTING INITIAL TRANSFORMER CAPACITY AND WORST CASE TRANSFORMER CAPACITY, THE CONTRACTOR SHALL PROVIDE SHORT CIRCUIT ANALYSIS PRIMARILY BASED ON WORST CASE TRANSFORMER CAPACITY. ALL SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM AVAILABLE FAULT CURRENT AND FAULT CURRENT CALCULATION DATE PER NEC (OR CEC WHERE ADOPTED) 110.24. SEE LABELING SPECIFICATION FOR ADDITIONAL REQUIREMENTS. CONTRACTOR SHALL FURNISH/OBTAIN ALL DATA REQUIRED FOR POWER SYSTEMS STUDIES. DATA COLLECTION EFFORT SHALL BE PERFORMED IN AN EXPEDITIOUS MANNER AND AS SOON AS POSSIBLE AFTER CONTRACT AWARD TO ENSURE STUDY COMPLETION FOR SUBMISSION AS PART OF THE ELECTRICAL DISTRIBUTION EQUIPMENT SHOP DRAWINGS AND SUBMITTALS. DATA COLLECTION EFFORTS MAY INCLUDE, BUT ARE NOT LIMITED TO, CALCULATED UTILITY COMPANY FAULT VALUES, SERVICE TRANSFORMER PRIMARY PROTECTIVE DEVICE AND APPLIED VOLTAGE, ELECTRICAL CHARACTERISTICS AND FAULT CONTRIBUTION FROM EXISTING MOTORS/GENERATORS, EXISTING CONDUCTOR QUANTITIES, SIZE AND LENGTHS, EXISTING/ NEW OVERCURRENT PROTECTIVE DEVICE SPECIFICATIONS AND PART NUMBERS, TRANSFER SWITCH CHARACTERISTICS AND SHORT CIRCUIT CURRENT RATINGS IN ADDITION TO ANY OTHER DATA REQUIRED TO PERFORM COMPREHENSIVE POWER SYSTEM STUDIES. RANGES OF FAULT CURRENT VALUES OR GENERIC FAULT CURRENT VALUES PROVIDED BY THE UTILITY COMPANY ARE UNACCEPTABLE AS ARE ANY FAULT CURRENT VALUES SHOWN ON THE SINGLE LINE DIAGRAM OR FEEDER SCHEDULE. b. c. THE COORDINATION STUDY SHALL INCLUDE TIME-CURRENT CURVES (TCC) FOR OVER CURRENT PROTECTIVE DEVICES (OCPDs) ALONG WITH TRANSFORMER FULL-LOAD CURRENT, INRUSH CURRENT, AND THROUGH-FAULT PROTECTION CURVES, CONDUCTOR DAMAGE CURVES, GROUND FAULT PROTECTIVE DEVICE CURVES, MOTOR STARTING CURVE(S)/DAMAGE POINT(S), GENERATOR SHORT-CIRCUIT CURVE(S) /DAMAGE POINT(S) ETC. - CLEARLY IDENTIFIED AND PLOTTED ON LOG-LOG SCALE GRAPH(S). TCC GRAPH(S) SHALL INCLUDE A ONE-LINE DIAGRAM IDENTIFYING THE SPECIFIC PORTION COVERED BY THE GRAPH. DEMONSTRATE THAT ADEQUATE CLEARING TIME/SELECTIVE OPERATION EXISTS BETWEEN PROTECTIVE DEVICES WHILE PROVIDING PROPER SYSTEM PROTECTION & COORDINATION. STUDY SHALL INCLUDE ALL MAIN AND FEEDER OCPDs INCLUDING SECONDARY SIDE OF EACH TRANSFORMER DOWN TO BREAKERS IN PANEL BOARDS AND INDIVIDUAL BREAKERS IN DISTRIBUTION BOARDS. IN ALL CASES, SOLID STATE AND/OR ADJUSTABLE OCPDs SHALL BE ANALYZED WITH UPSTREAM AND DOWNSTREAM OCPDs AS REQUIRED TO ESTABLISH PROPER COORDINATION SETTINGS. SPECIAL EMPHASIS SHALL BE PLACED ON ANALYZING PORTIONS OF THE ELECTRICAL SYSTEM REQUIRING SELECTIVE COORDINATION WHICH INCLUDE, BUT ARE NOT LIMITED TO, NEC (OR CEC WHERE ADOPTED) ARTICLES 517, 620, 700, 701 & 708; ALONG WITH ANY ARTICLE 702 OPTIONAL STANDBY SYSTEMS SERVING SERVER ROOMS/DATA CENTERS OR OTHER AREAS REQUIRING HIGH AVAILABILITY/PROPER COORDINATION SUCH AS MANUFACTURING, CLEAN ROOM OR LAB FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE TO RECOMMEND SETTINGS OF ALL DEVICES, TO INCLUDE GROUND FAULT SETTINGS, TO ACHIEVE SYSTEM COORDINATION. THE CONTRACTOR SHALL FIELD ADJUST NEW AND EXISTING DEVICES ACCORDINGLY UTILIZING A QUALIFIED MANUFACTURER'S REPRESENTATIVE OR A THIRD-PARTY ELECTRICAL TESTING AGENCY. d. j. CONTRACTOR IS SOLELY RESPONSIBLE FOR OBTAINING UTILITY DATA FROM THE UTILITY COMPANY - INCLUDE ALL COSTS IN BASE BID FOR ANY UTILITY COMPANY FEES FOR PROVIDING NECESSARY DATA. WHERE THE PROJECT IS LOCATED ON A CAMPUS WITH AN OWNER-FURNISHED ELECTRICAL DISTRIBUTION SYSTEM, CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN SUFFICIENT ELECTRICAL SYSTEM DATA TO DEMONSTRATE COORDINATION OF THE PROJECT'S ELECTRICAL SYSTEM WITH CAMPUS DISTRIBUTION SYSTEM. THIS DATA MAY BE AVAILABLE IN THE FORM OF AN OWNER-PROVIDED CAMPUS POWER SYSTEM STUDY. WHERE SUCH STUDIES ARE NOT AVAILABLE, THE CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO PERFORM NECESSARY FIELD INVESTIGATION OF CAMPUS DISTRIBUTION SYSTEM INCLUDING CAMPUS SERVICE ENTRANCE AND SERVING UTILITY DATA AS REQUIRED TO DEMONSTRATE COORDINATION OF THE PROJECT'S ELECTRICAL SYSTEM WITH CAMPUS DISTRIBUTION SYSTEM. INCLUDE ALL COSTS FOR RECOMMENDING ADJUSTMENTS TO EXISTING CAMPUS DISTRIBUTION SYSTEM SETTINGS DISCOVERED TO BE INCORRECT. OWNER SHALL BE RESPONSIBLE TO UNDERTAKE ANY PHYSICAL ADJUSTMENTS TO EXISTING MEDIUM OR HIGH VOLTAGE DISTRIBUTION EQUIPMENT WITH THE EXCEPTION OF FUSES, RELAYS OR OTHER CIRCUIT PROTECTIVE DEVICES LOCATED IN EXISTING DISTRIBUTION EQUIPMENT THAT ARE DEDICATED TO SERVE ONLY THIS PROJECT'S ELECTRICAL SYSTEM. THE ARC FLASH ANALYSIS SHALL BE BASED ON THE INCIDENT ENERGY ANALYSIS METHOD (NFPA 70E 130.5). THE ARC FLASH ANALYSIS SHALL DETERMINE THE FLASH BOUNDARY, THE WORKING DISTANCE, THE INCIDENT ENERGY AND MINIMUM ARC RATING OF CLOTHING(CAL/CM²) AT LOCATIONS IN THE ELECTRICAL SYSTEM WHERE WORK CAN OR MIGHT BE PERFORMED ON ENERGIZED COMPONENTS WHERE MULTIPLE SYSTEM CONFIGURATION SCENARIOS ARE POSSIBLE, THE CONFIGURATION WITH GREATEST INCIDENT ENERGY MUST BE SHOWN. DECREMENT FAULT CONTRIBUTIONS FROM MOTOR(S) AND GENERATOR(S) BASED ON INDUSTRY STANDARDS. THE CONTRACTOR SHALL MAKE RECOMMENDATIONS WITH REGARD TO SYSTEM ADJUSTMENTS OR OTHER MITIGATION MEASURES TO OPTIMIZE THE RESULTS OF THE STUDY AS IT RELATES TO SAFE AND RELIABLE ELECTRICAL SYSTEM OPERATION (E.G. OVERCURRENT DEVICE SETTINGS, WORKING DISTANCES, CURRENT LIMITING DEVICES). THIS INCLUDES MITIGATION, WHERE POSSIBLE, OF INCIDENT ENERGY LEVELS THAT EXCEED 40 CAL/CM². PERFORM ITERATIVE CALCULATIONS TO DEMONSTRATE EFFECTS OF OPENING PROTECTIVE DEVICES UTILIZING A VARIETY OF DIFFERENT SETTINGS TO BEST MITIGATE ARC FLASH ENERGY WHILE MAINTAINING AN ACCEPTABLE LEVEL OF SYSTEM COORDINATION. WHERE SUCH RECOMMENDATIONS COMPROMISE SELECTIVE COORDINATION SETTINGS, SO STATE IN THE ANALYSIS. POWER SYSTEMS STUDIES SHALL BE SUBMITTED AS PART OF THE OVERALL SWITCHGEAR SUBMITTAL. THE RESULTS OF THE POWER SYSTEMS STUDY SHALL BE PRESENTED IN A COMPREHENSIVE REPORT THAT INCLUDES: -REPORT SUMMARY WITH ANALYSIS METHODOLOGY, FINDINGS AND RECOMMENDATIONS SUMMARY OF INPUT DATA FOR UTILITY SOURCE, EQUIPMENT AND CABLES AVAILABLE FAULT CURRENT AT EACH EQUIPMENT LOCATION WITH COMPARISON TO EQUIPMENT RATING OVERCURRENT DEVICE SETTINGS (E.G. PICK-UP, TIME DELAY, CURVE), “AS FOUND” AND “AS RECOMMENDED” INCIDENT ENERGY LEVEL (CAL/CM²) FOR EACH EQUIPMENT LOCATION, RECOMMENDED PPE AND SAMPLE ARC FLASH WARNING LABELS OVERCURRENT DEVICE COORDINATION CURVES INCLUDING RELATED SECTION OF THE SINGLE-LINE DIAGRAM COMPLETE SYSTEM SINGLE-LINE DIAGRAM FOR THE SYSTEM ANALYZED A DVD OR CD CONTAINING ELECTRONIC PROJECT FILES USED TO DEVELOP THE STUDY TO INCLUDE SKM OR ETAP PROJECT AND REFERENCE LIBRARY FILES. ALL FILES SHALL BE AVAILABLE FOR REVIEW AND/OR FUTURE MODIFICATION WITHOUT LIMITATION. LOCKING OR SECURING FILES BY OTHER MEANS IS NOT ACCEPTABLE. FAILURE TO SUBMIT COMPLETE STUDIES AND FULLY ACCESSIBLE FILES SHALL RESULT IN THE REJECTION OF THE ENTIRE SWITCHGEAR SUBMITTAL. - - - - - - - BASED ON THE RESULTS OF THE ARC FLASH ANALYSIS, THE CONTRACTOR SHALL PRODUCE AND INSTALL A WARNING LABEL (ORANGE <40 CAL/CM2) OR DANGER LABEL (RED > 40 CAL/CM2) FOR EACH PIECE OF EQUIPMENT PER NEC (OR CEC WHERE ADOPTED) 110.16 AND IN ACCORDANCE WITH ANSI Z535.4-2007 OR LATEST PUBLISHED EDITION. THE LABEL MUST BE READABLE IN BOTH INDOOR AND OUTDOOR ENVIRONMENTS FOR AT LEAST 3 YEARS AND CONTAIN THE FOLLOWING INFORMATION: NOMINAL SYSTEM VOLTAGE, ARC HAZARD BOUNDARY (INCHES), WORKING DISTANCE (INCHES), AVAILABLE ARC FLASH INCIDENT ENERGY AT THE WORKING DISTANCE (CAL/CM²), MINIMUM ARC RATING OF CLOTHING, EQUIPMENT/BUS NAME, DATE PREPARED, SUPPLIER'S NAME AND ADDRESS. PROVIDE LABEL AS MANUFACTURED BY BRADY OR EQUAL. PRIOR TO PLACING ARC FLASH LABELS, CONTRACTOR SHALL SET ALL PROTECTIVE DEVICE SETTINGS PER THE APPROVED COORDINATION STUDY. f. TRANSFORMER SCHEDULE TRANSFORMER INSTALLATION REQUIREMENTS: TRANSFORMERS SHALL BE EQUIPPED WITH TWO (2) 2 1/2% FCAN AND TWO (2) 2 1/2% FCBN TAPS. TAP LEADS SHALL BE TERMINATED ON AN INTERNAL BLOCK WITH LUGS FOR CONNECTION OF INCOMING CONDUCTORS. THE TERMINAL COMPARTMENT SHALL BE LOCATED BELOW THE LEVEL OF THE TRANSFORMER WINDINGS. PROVIDE ACCESS TO TERMINALS FROM THE FRONT FOR WALL AND FLOOR MOUNTED TRANSFORMERS, AND FROM THE FRONT AND BOTTOM FOR SUSPENDED TRANSFORMERS. TRANSFORMERS SHALL BE DRY TYPE, INTEGRAL, SELF-COOLED, ENCLOSED DISTRIBUTION, TWO-WINDING TYPE PER UL 506. TRANSFORMERS SHALL BE PROVIDED WITH WINDINGS AS SPECIFIED IN THE TRANSFORMER SCHEDULE. EACH TRANSFORMER MUST UNDERGO RESISTANCE, IMPEDANCE AND RATIO TESTING, THE RESULTS OF WHICH SHALL BE PROVIDED AS PART OF THE TRANSFORMER SUBMITTAL PACKAGE. TRANSFORMER SYSTEM SPECIFICATIONS: 2. 1. THE "GEC/BJ SIZE" COLUMN INDICATES THE MINIMUM CONDUIT AND COPPER GROUNDING ELECTRODE CONDUCTOR AND BONDING JUMPER SIZES. THE G.E.C. AND CONDUIT SIZE SHALL BE INCREASED PER NEC OR CEC WHERE ADOPTED, TABLE 250.66 BY THE CONTRACTOR BASED ON EQUIVALENT SIZE OF THE TRANSFORMER SECONDARY CONDUCTORS. - 50 DECIBELS. - 45 DECIBELS. - 55 DECIBELS. - 60 DECIBELS. WHEN THE TRANSFORMER SCHEDULE INDICATES A "REDUCED SOUND LEVEL" TRANSFORMER, PROVIDE A TRANSFORMER THAT PRODUCES 3 DECIBELS LESS SOUND AS COMPARED TO NEMA STANDARD SOUND LEVELS. WHEN REDUCED SOUND LEVEL TRANSFORMER IS NOT INDICATED, PROVIDE A TRANSFORMER THAT MEETS NEMA STANDARD SOUND LEVELS, WHICH ARE: TRANSFORMERS SHALL BE GROUNDED TO A CODE APPROVED GROUND SOURCE PER NEC, OR CEC WHERE ADOPTED, ARTICLE 250.30. THE "DIMENSIONS" COLUMN INDICATES "H" HEIGHT, "W" WIDTH, AND "D" DEPTH. ALL DIMENSIONS AND WEIGHTS ARE BASED UPON SQUARE D PRODUCTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST IMPACTS OF LARGER DIMENSIONS FROM AN ALTERNATE MANUFACTURER. SHOP DRAWINGS SHALL BE SUBMITTED PER THE ELECTRICAL SUBMITTAL REQUIREMENTS SHOWING CONFORMANCE TO THESE SPECIFICATIONS. IF THE SINGLE LINE DIAGRAM INDICATES TWO (2) SECONDARY FEEDERS THE TRANSFORMER SHALL BE PROVIDED WITH A DOUBLE LUG KIT. THE "NEMA/MNTG" COLUMN INDICATES THE NEMA RATED ENCLOSURE TYPE AS WELL AS THE MOUNTING METHOD: 16. 17. 18. 15. 51-150 KVA 10-50 KVA 151-300 KVA 301-500 KVA 14. 13. VENTILATION OPENINGS SHALL BE LOCATED TO PERMIT PLACING THE TRANSFORMER IN A CORNER WITHIN 6" OF THE TWO ADJACENT WALLS. ENCLOSURE SHALL BE CONSTRUCTED OF HEAVY GAUGE STEEL, COATED INSIDE AND OUT WITH ZINC CHROMATE OR IRON OXIDE RUST INHIBITING PRIMER. ENCLOSURE SHALL THEN BE FINISHED IN GRAY ENAMEL. EACH TRANSFORMER SHALL BE FURNISHED WITH A MANUFACTURER'S NAMEPLATE LOCATED ON THE FRONT OF THE UNIT. THE NAMEPLATE SHALL BE ANODIZED ALUMINUM STENCILED WITH VOLTAGE, KVA RATING, K-RATING, PHASE, TAP ADJUSTMENTS AND WIRING DIAGRAMS. THE "A.I.C. VALUE" COLUMN INDICATES THE INTERRUPTING CURRENT AT THE SECONDARY TERMINALS BASED UPON AN INTERRUPTING CURRENT OF INFINITY AT THE PRIMARY TERMINALS. THE "MIN. %Z" COLUMN INDICATES THE MINIMUM ALLOWED TRANSFORMER IMPEDANCE. TRANSFORMERS SHALL BE MANUFACTURED BY GE, CUTLER-HAMMER, SIEMENS, SQUARE D, MGM, HAMMOND POWER SOLUTIONS, OR OLSEN. USE FLEXIBLE CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS WITH A SEPARATE EQUIPMENT GROUND CONDUCTOR. STANDARD TRANSFORMERS SHALL HAVE CLASS 220 INSULATION, HAVING A 150 DEGREE CELSIUS TEMPERATURE RISE ABOVE 30 DEGREE CELSIUS AVERAGE AND 40 DEGREE CELSIUS MAXIMUM, WHEN OPERATING AT FULL LOAD - WITHOUT A LOSS OF LIFE. STANDARD TRANSFORMERS SHALL COMPLY WITH NEMA ENERGY EFFICIENCY STANDARD "TP-1". WHERE TRANSFORMER STOCKS BECOME DEPELETED, INCLUDE ALL COSTS IN BASE BID TO PROVIDE 2016 DEPARTMENT OF ENERGY (DOE) TRANSFORMER EFFICIENCY STANDARD-COMPLIANT TRANSFORMERS. K RATED TRANSFORMERS SHALL HAVE CLASS 220 INSULATION, HAVING A 115 DEGREE CELSIUS TEMPERATURE RISE ABOVE 30 DEGREE CELSIUS AVERAGE AND 40 DEGREE CELSIUS MAXIMUM, WHEN OPERATING AT FULL LOAD - WITHOUT A LOSS OF LIFE. K RATED TRANSFORMERS SHALL COMPLY WITH NEMA ENERGY EFFICIENCY STANDARD "TP-1". WHERE TRANSFORMER STOCKS BECOME DEPLETED, INCLUDE ALL COSTS IN BASE BID TO PROVIDE 2016 DEPARTMENT OF ENERGY (DOE) TRANSFORMER EFFICIENCY STANDARD-COMPLIANT TRANSFORMERS. THE "K VALUE" COLUMN INDICATES THE MINIMUM UL APPROVED K RATING. K RATED TRANSFORMERS SHALL BE PROVIDED WITH DOUBLE SIZE NEUTRAL TERMINALS, ADDITIONAL COIL CAPACITY, AN ELECTROSTATIC SHIELD, AND SHALL BE U.L. LISTED FOR NON-LINEAR LOADS. 11. 12. 9. 10. 6. 8. 7. 5. 4. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING AND CODE COMPLIANT INSTALLATION. 2. 3. 1. 4. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE GENERALLY ACCEPTED CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT / SYSTEM. THE CONTRACTOR SHALL ALSO INCORPORATE THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS / WARRANTY REQUIREMENTS AS PART OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS AND THE MANUFACTURERS INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. ANY SUCH CONFLICT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING THROUGH THE FORMAL RFI PROCESS. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR DETAILED INFORMATION / REQUIREMENTS ON THIS PRODUCT / SYSTEM. INDICATES AN INDOOR TYPE. INDICATES AN NEMA 3R, OUTDOOR TYPE WITH VENTILATED OPENINGS AND RODENT/TAMPER SCREENS. INDICATES RAISED FLOOR MOUNTING WHICH REQUIRES A CUSTOM MOUNTING FRAME SUCH THAT THE RAISED FLOOR DOES NOT SUPPORT THE TRANSFORMER(S). SUGGESTED SOURCE: MASON WEST INC. (www.masonwest.com) INDICATES FLOOR MOUNTED. INDICATES WALL MOUNTED. "RF" - "W" - "F" - "3" - "1" - SIZE GEC/BJ W NAME KVA V P INPUT %Z MINOUTPUT V WP VAL. A.I.C. VALUE K DIMENSIONSNEMA/REDUCED LEVEL HMNTG.DW REMARKSWGT.SOUNDWINDING MATERIAL SEISMICALLY-RATED VIBRATION ISOLATORS (KORFUND COMPANY, MASON INDUSTRIES, CALDYN OR EQUAL) SHALL BE LOCATED AT EACH CORNER OF THE TRANSFORMER. ELASTOMER PADS MAY BE USED FOR ISOLATION OF TRANSFORMERS 1) WEIGHTING LESS THAN 1000 LBS AND 2) THAT ARE NOT SPECIFIED WITH REDUCED SOUND LEVELS PER THE TRANSFORMER SCHEDULE. ELASTOMER PADS SHALL BE EQUIPPED WITH SHOULDERED BUSHINGS PREVENTING METAL-TO-METAL CONTACT BETWEEN ANCHOR BOLT AND THE TRANSFORMER. NEOPRENE ISOLATORS SHALL BE USED FOR TRANSFORMERS WEIGHING 1000 LBS OR MORE OR ANY TRANSFORMER SPECIFIED WITH REDUCED SOUND LEVEL OUTPUT PER THE TRANSFORMER SCHEDULE. NEOPRENE ISOLATORS SHALL HAVE CAPTIVE STEEL OR DUCTILE IRON HOUSINGS AS REQUIRED BY SEISMIC CONDITIONS AND WEIGHT OF THE TRANSFORMER. NEOPRENE ELEMENTS SHALL BE ARRANGED IN OPPOSITION TO PROVIDE POSITIVE MECHANICAL RESTRAINT IN ALL DIRECTIONS. NEOPRENE ISOLATORS SHALL BE SELECTED TO PROVIDE NOMINAL 0.2" OF NOMINAL STATIC DEFLECTION IN COMPRESSION (0.15" MINIMUM DEFLECTION) AND LESS THAN 70 DUROMETER (BASED ON SHORE SCALE A AND IN COMPLIANCE WITH ASTM D2240 TYPE A) TO LIMIT SOUND/VIBRATION TRANSMISSION TO THE STRUCTURE - SUBMIT ISOLATOR DEFLECTION CALCULATIONS FOR SELECTED ISOLATORS WITH TRANSFORMER SUBMITTAL. TRANSFORMER SHALL BE BOLTED, VIA VIBRATION ISOLATORS, TO THE FLOOR, HOUSEKEEPING PAD, CEILING OR WALL MOUNTING BRACKETS AT ALL FOUR CORNERS. WHEN SHOWN AS WALL-MOUNTED, PROVIDE EITHER MANUFACTURER'S STANDARD TRANSFORMER WALL MOUNTING BRACKETS OR FIELD-FABRICATED MOUNTING SYSTEMS. TRANSFORMER INSTALLATIONS SHALL, AT MINIMUM, MEET THE SEISMIC BRACING AND ANCHORAGE REQUIREMENTS MANDATED BY GOVERNING BUILDING CODES. SEE GENERAL ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. POWER SYSTEMS STUDY SPECIFICATIONS: DATA GATHERING SHALL BE CONDUCTED IN A SAFE MANNER WITH 1) EQUIPMENT COMPLETELY DE-ENGERIZED IN COORDINATION WITH THE OWNER DURING A SCHEDULED POWER SHUTDOWN OR 2) UTILIZING A LICENSED ELECTRICIAN WEARING APPROPRIATE PERSONNEL PROTECTIVE EQUIPMENT PER NFPA 70E STANDARDS. INCLUDE INCIDENT ENERGY/FLASH PROTECTION BOUNDARY CALCULATIONS FOR BOTH LINE/LOAD SIDE OF ALL SEPARATELY ENCLOSED MAIN CIRCUIT BREAKERS. ALL CALCULATIONS SHALL BE BASED ON ACTUAL OVERCURRENT DEVICE CLEARING TIMES. GROUNDING ELECTRODE & CONDUCTOR - ALTERNATE: WHERE GROUNDED STRUCTURAL MEMBER OR EFFECTIVELY GROUNDED WATER PIPE IS UNAVAILABLE ON THE PREMISES, PROVIDE 1 # CU. IN CONDUIT TO A CONCRETE-ENCASED ELECTRODE WITH MIN OF 20 FT IN LENGTH OF MIN. #4 BARE ENCASED IN MIN. 2" OF CONCRETE ALL AROUND, OR A GROUND RING IN DIRECT CONTACT WITH EARTH AT A DEPTH NOT LESS THAN 2-1/2 FT. WITH 20 FT. LENGTH MIN. OF #2 BARE COPPER, WHICHEVER IS AVAILABLE, PER ART. 250.52(A) (3) & (4). 10' COPPER GROUND ELECTRODE(S) WITH EXOTHERMIC CONNECTION(S) TO GROUND CONDUCTOR. PROVIDE FIBER GLASS INSPECTION WELL(S). QUANTITY AS REQUIRED TO ACHIEVE CODE-REQUIRED RESISTANCE VALUES. NEUTRAL BUS WITHIN EQUIPMENT. WHEN SEPARATELY DERIVED SYSTEM IS A UPS, CPC, PDU OR TRANSFORMER LOCATED IN INFORMATION TECHNOLOGY ROOM, AS DEFINED BY NEC (OR CEC WHERE ADOPTED) ART. 645, SERVER ROOM, DATA CENTER, OR COMPUTER ROOM, PROVIDE 1#2 INSULATED GREEN CONDUCTOR, 3/4"C. AND MECHANICALLY CONNECT TO MAIN TELECOMMUNICATIONS GROUNDING BUS AND, WHEN LOCATED ON A TILE ACCESS FLOOR, TO UNDER FLOOR SIGNAL REFERENCE OR GROUNDING GRID AS REQUIRED. PROVIDE CONNECTION OF GROUNDING CONDUCTORS/BONDING JUMPERS PER ART.250.8. GROUNDING ELECTRODE & CONDUCTOR: IF AVAILABLE ON THE PREMISES AT EACH BUILDING AND/OR STRUCTURE SERVED, PROVIDE 1 # CU. IN CONDUIT TO AN EFFECTIVELY GROUNDED STRUCTURAL STEEL OR EFFECTIVELY GROUNDED UNDERGROUND METAL WATER PIPE (MIN.10FT LONG) WITHIN 5 FT. FROM POINT OF ENTRANCE TO THE BUILDING AND/OR STRUCTURE TO THE SEPARATELY DERIVED SYSTEM PER ART. 250.30(A)(4). BONDING JUMPER(S): PROVIDE BONDING WITH 1 # CU. IN CONDUIT TO NEAREST METAL WATER PIPE (HOT, COLD, SPRINKLER, SEWER, BUILDING MOUNTED - INTERIOR OR EXTERIOR, ETC), UNINTENTIONALLY UNGROUNDED BUILDING STEEL, GAS PIPE, HVAC DUCTS IN THE BUILDING PER ART. 250.104 (A), (B), & (C) GROUNDING ELECTRODE CONDUCTOR/BONDING JUMPER SHALL BE SIZED AS FOLLOWS: SEE RESPECTIVE SYSTEM/DEVICE SCHEDULE FOR G.E.C. SIZE. SUPPLY SIDE BONDING JUMPER (SSBJ): SSBJ CONDUCTOR SIZED PER ART. 250-66 (OR LARGER PER ART. 250.30A(2)) TO BE INCLUDED IN FEEDER TO NEXT DEVICE - SEE FEEDER SCHEDULE. SSBJ SHALL BE CONNECTED TO THE GROUNDING SYSTEM AT THE FIRST DISCONNECTING MEANS. SYSTEM BONDING JUMPER: COPPER CONDUCTOR/BUSSING SIZED PER TABLE 250.66 (OR LARGER PER ART. 250.28(D)(1)) TO THE METAL FRAME OF THE SEPARATELY DERIVED SYSTEM. A SCALE: NTS SEPARATELY DERIVED SYSTEM (SDS) GROUNDING DETAIL (OCPD NOT A PART OF SDS) CONTRACTOR IS SOLELY RESPONSIBLE FOR OBTAINING EQUIPMENT SCCR RATING FROM ALL OTHER PROJECT TRADES AND FOR ANY OWNER-FURNISHED OR TENANT-FURNISHED EQUIPMENT CONNECTED TO THE ELECTRICAL SYSTEM IN ORDER TO VALIDATE AVAILABLE FAULT CURRENT AT THE EQUIPMENT CONNECTIONS IS LESS THAN THE RESPECTIVE EQUIPMENT SCCR. i.AS A PART OF A CLOSEOUT SUBMITTAL TO BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL PROJECT CONSTRUCTION OBSERVATIONS, CONTRACTOR SHALL PROVIDE PHOTOS OF ALL ADJUSTABLE CIRCUIT BREAKERS DEPICTING THEIR FINAL SETTINGS BASED ON THE POWER SYSTEMS STUDY. SUBMITTAL SHALL BE ORGANIZED WITH OCPD IDENTIFICATION, OCPD PHOTO IMAGE AND RESPECTIVE POWER SYSTEM STUDY OCPD SETTING REQUIREMENTS TO ALLOW EFFICIENT CONFIRMATION OF RECORD SETTINGS. PLEASE NOTE THAT IMAGES MAY NEED TO BE TAKEN PRIOR TO INSTALLATION OF EQUIPMENT COVERS/EQUIPMENT ENERGIZATION SINCE OCPD SETTINGS MAY BE OBSTRUCTED BY EQUIPMENT COVERS. GROUNDING ELECTRODE & CONDUCTOR - ALTERNATE #2: WHERE NO EFFECTIVE GROUNDING ELECTRODE IS AVAILABLE PER ART. 250.30(A)(4) OR ART. 250.52(A)(3) OR (4), PROVIDE 1 # CU. IN CONDUIT TO OTHER LOCAL METAL UNDERGROUND PIPING SYSTEMS AND TANKS, OR ROD AND PIPE ELECTRODES, MIN. OF 10 FT. IN LENGTH, WHICH SHALL BE INSTALLED PER ART. 250.52(A)(5)(a) & (b), OR PLATE ELECTRODES, WHICHEVER IS AVAILABLE, PER ART 250.52 (A)(5), (A)(6), (A)(7), & (A)(8). TD1 75 ALUMINUM 480 3 3 120/208 3 4 2.6 8,010 N/A 1/2"C, #2 N/A 3R/F 43 35 27 710 - FINISHED FLOOR B SCALE: NTS FEEDER TO REMOTE BUILDING / STRUCTURE GROUNDING DETAIL TELECOMMUNICATION GROUND: 1 # cu., IN CONDUIT TO TELECOMMUNICATIONS ROOM BACKBOARDS AND GROUNDING BUS BARS. IF PROVIDED IN PROJECT DRAWINGS, SEE TELECOM PATHWAYS AND GROUNDING RISER FOR ADDITIONAL REQUIREMENTS. GROUNDING ELECTRODE CONDUCTOR: 1 # cu., GROUNDING ELECTRODE CONDUCTOR PER ART. 250.32(E). EXTENDED FROM SWITCHBOARD GROUND BUS WITH CODE-SIZED EMT, IMC, OR RIGID CONDUIT AS CONDITIONS DICTATE. TERMINATE FEEDER EQUIPMENT GROUNDING CONDUCTOR AT THE SWITCHBOARD GROUND BUS AS WELL - SEE SINGLE LINE. 1 # cu. IN CONDUIT TO EFFECTIVELY GROUNDED METAL FRAME OF THE BLDG. PER ART. 250.52(A)(2). (1) MINIMUM 20 FT. LENGTH OF #4 MINIMUM/ 1# BARE COPPER ENCASED IN MINIMUM 2" OF CONCRETE ALL AROUND PER ART. 250.52(A)(3).GROUNDING ELECTRODE & CONDUCTOR - ALTERNATE: 1 #6 cu., 1/2"C. TO ELECTRODE PER ART. 250.52(A)(4), (A)(5), (A)(6), (A)(7) & 250.53 WHERE NONE OF THE ELECTRODES IN ART. 250.52 (A)(1), (A)(2) & (A)(3) ARE AVAILABLE. PROVIDE CONNECTION OF GROUNDING CONDUCTORS/ BONDING JUMPERS PER ART.250.8 (TYPICAL) USING 2-HOLE CONNECTORS. TELEPHONE/CATV UTILITY GROUND: 1 # cu. IN CONDUIT TO UTILITY CO. TELEPHONE/CATV BACKBOARD. TO GROUND BUS LOCATED WITHIN EACH BUILDING SWITCHBOARD, DISTRIBUTION BOARD, PANEL BOARD AND/OR FEEDER DISCONNECT FEEDING THE REMOTE BUILDING OR STRUCTURE. BONDING JUMPER(S): PROVIDE BONDING WITH 1 # cu., IN CONDUIT TO NEAREST METAL, WATER PIPE (HOT, COLD, SPRINKLER, SEWER, BUILDING MOUNTED - INTERIOR OR EXTERIOR ETC), UNINTENTIONALLY UNGROUNDED BUILDING STEEL, GAS PIPE, HVAC DUCTS IN THE BUILDING PER ART. 250.104 (A), (B), & (C). THIS DETAIL APPLIES TO BUILDINGS OR STRUCTURES SUPPLIED BY FEEDERS OR BRANCH CIRCUITS GOVERNED BY ART. 250.32 AND SPECIFICALLY BY ART. 250.32(B)(1) WHERE THE GROUNDED CONDUCTOR IS NOT CONNECTED TO THE GEC IN THE SUPPLIED BUILDING DUE TO THE POSSIBILITY OF PARALLEL CIRCUIT PATHS FOR NEUTRAL CURRENT. WHERE THE STUCTURE OR BUILDING SUPPLIED IS EXISTING, CONTRACTOR SHALL MAKE EVERY EFFORT TO EXTEND/RECONNECT EXISTING GROUNDING ELECTRODE(S)/SYSTEM. MOUNT TO WALL USING STAND-OFF INSULATORS AND BRACKETS. TYPICAL. 2,000A 0-200A 201-400A OVER 401A 2,500A 4,000A 3,000A SERVICE SIZE SERVICE SIZE 0-1,000A 1,600A 1,200A #400KCMIL, 1-1/4"C #4, 3/4"C #3/0, 3/4"C #1/0, 3/4"C G.E.C. SIZE #500KCMIL, 1-1/4"C #700KCMIL, 1-1/2"C #600KCMIL, 1-1/2"C B.J. SIZE #300KCMIL, 1"C #3/0, 3/4"C #4/0, 1"C BONDING JUMPER (B.J.) SHALL BE SIZED AS FOLLOWS: GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED AS FOLLOWS: TELECOMMUNICATIONS GROUND CONDUCTOR. MINIMUM SIZE SHALL BE BASED ON DISTANCE BETWEEN TELECOMMUNICATIONS ROOM AND SYSTEM GROUNDING BUS BAR AS FOLLOWS: LESS THAN 13' 14'-41' 42'-66' 67'-105' 106'-175' 176'+ #6, 3/4"C #1, 3/4"C #2/0, 3/4"C #4/0, 1"C #300 KCMIL, 1-1/4"C #500 KCMIL, 1-1/2"C PROVIDE AT LEAST (3) SPARE DRILLED CONNECTION POINTS. PROVIDE PERMANENT TAG TO IDENTIFY EACH CONDUCTOR. 1/4"x3"x LENGTH AS REQUIRED. COPPER GROUND BUS OUTSIDE SWITCHBOARD, DRILLED AND TAPPED AS REQUIRED. PROVIDE PHENOLIC LABEL INDICATING "MAIN ELECTRICAL SERVICE GROUND". SEE ELECTRICAL SPECIFICATIONS FOR MORE INFORMATION. 1 # cu., 1"C. INTERCONNECT TO ALL OTHER ELECTRICAL FEEDERS. PER ART. 250.58. GROUNDING ELECTRODE & CONDUCTOR: 1 # cu., 3/4"C. TO METAL UNDERGROUND WATER PIPE (MINIMUM OF 10FT LONG) PER ART. 250.52(A)(1) WITH A CONNECTION MADE WITHIN 5 FT. OF POINT OF ENTRANCE INTO THE BUILDING PER ART. 250.68(C)(1). tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- TRANSFORMER INFORMATION + GROUNDING DETAILS E2-2 21159.00 1202 W Edinger Ave10/3/2024 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- LIGHTING FIXTURE SCHEDULES E3-1 SEE GENERAL LIGHTING FIXTURE SCHEDULE NOTES FOR CRITICAL FIXTURE SPECIFICATION AND ORDERING INFORMATION. MANUFACTURER AND MODEL NUMBERTYPE FIXTURE GENERAL DESCRIPTIONSYMBOLVA/ WATTS LAMP/ LAMP OPTION OR , EQUAL BY: X SURE-LITES APX7-G - - LITHONIA 2 LED POLYCARBONATE EXIT SIGN WITH UNIVERSAL MOUNTING, INTEGRAL BATTERY PACK, GREEN LETTERING, WHITE FINISH. - - - EQUAL BY: 1 SPECTRUM DDH SERIES ALDDH16LX-100L-40K-DS10X-FS-SC1-CD72-[EMCR]- AL16/MWI-TF3-MW LITHONIA 81 LED/4000K SUSPENDED LED HI-BAY FIXTURE WITH ALUMINUM REFFLECTOR, 16" APERTURE, INTEGRAL DIMMING DRIVER TO 1%, 10000 LUMENS, CORD/CABLE MOUNT WITH SAFETY CABLE, PROVIDE LARGE DRIVER CANOPY, PROVIDE EMERGENCY BATTERY PACK WHERE SHOWN ON PLANS, WHITE FINISH. - ALL RECESSED DOWNLIGHTS SUPPLIED WITH A BATTERY PACK SHALL BE PROVIDED WITH AN INTEGRAL COMBINATION TEST SWITCH / CHARGING INDICATOR LIGHT- MOUNTED INSIDE THE REFLECTOR. REMOTE TEST SWITCH / CHARGING LIGHTS ARE NOT ALLOWED. THE TEST SWITCH / CHARGING INDICATOR LIGHT SHALL BE SECURELY ATTACHED TO THE REFLECTOR WITH 18" OF SLACK LEADS, FOR EASY REMOVAL OF THE REFLECTOR ASSEMBLY. PROVIDE DAMP LOCATION VERSION IN ALL DAMP LABEL INSTALLATIONS. FIXTURE CONNECTED TO A CONSTANT HOT EMERGENCY CIRCUIT "3". ROUTED THROUGH A U.L. LISTED TRANSFER RELAY (LC & D #GR-2001E/S) FOR SWITCHED CONTROLS OR A U.L. LISTED TRANSFER SWITCH (BODINE #GTD SERIES DEVICE) FOR DIMMING CONTROLS. CONNECTED TO A CONSTANT HOT EMERGENCY CIRCUIT "3". SEE DISTRIBUTED LIGHTING CONTROL SPECIFICATIONS FOR DEVICE REQUIREMENTS WHEN CONTROLLED BY OCCUPANCY SENSORS. FIXTURE CONNECTED TO A CONSTANT HOT CIRCUIT "#3". BATTERY CHARGING LEAD CONNECTED TO A CONSTANT HOT CIRCUIT "3". FIXTURE CONNECTED TO CIRCUIT "3", CONTROL SWITCHLEG "a" - WITH THE BATTERY CHARGING LEAD CONNECTED TO A CONSTANT HOT CIRCUIT "3". LIGHT FIXTURES INDICATED AS EMERGENCY SHALL BE IDENTIFIED / PROVIDED AS FOLLOWS: REMOTE BACK-UP SOURCE (EM): INTEGRAL BATTERY PACK (EB): b. 3a/3EM - 3NL/3EM - a. 3a/3EB - 3NL/3EB - ALL BATTERY PACKS AND ALL COMBINATION LED BATTERY PACK/EMERGENCY DRIVERS SHALL BE UL924 LISTED. PROVIDE INTEGRAL TEST SWITCH / CHARGE LIGHT OPTION FOR ALL EMERGENCY BATTERY PACKS INSTALLED IN LIGHT FIXTURES. EMERGENCY BATTERY PACK NOTES: ALL REMOTE BACK UP SOURCE (EM) FIXTURES SHALL BE PROVIDED WITH AN IN LINE FUSE. PROVIDE ADDITIONAL LABELING TO INDICATE FIXTURE IS PROTECTED BY A FUSE. REMOTE BACK-UP SOURCE (EM) NOTES: - PRIOR TO BID, CONTRACTOR SHALL VERIFY WITH FIXTURE MANUFACTURER(S) THAT EMERGENCY BATTERY PACKS ARE MANUFACTURED TO BE INTEGRAL TO FIXTURE HOUSINGS. 1. INSTALLATION: CONTRACTOR SHALL PROVIDE ALL MATERIALS AS DETAILED ON DRAWINGS AND/OR SCHEDULES, AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATING LIGHTING SYSTEM. SUBMITTALS AND SUBSTITUTIONS:C. B. ALL ELECTRICAL MATERIAL SHALL BE IN NEW & UNDAMAGED CONDITION WHEN INSTALLED. ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 6. 5. 4. 3. THE LIGHTING FIXTURES, LAMPS, BALLASTS, POWER SUPPLIES, DRIVERS AND TRANSFORMERS FOR THIS PROJECT HAVE BEEN SPECIFIED TO ENSURE THAT SPECIFIC AESTHETIC AND PERFORMANCE REQUIREMENTS WILL BE SATISFIED. THESE PRODUCTS HAVE BEEN CAREFULLY RESEARCHED AND EACH SPECIFIED ITEM HAS UNIQUE QUALITIES WHICH WERE DETERMINED TO BE ESSENTIAL IN SATISFYING THE OWNER’S, ARCHITECT’S, ENGINEER’S AND LIGHTING CONSULTANT’S DESIGN CRITERIA. GENERAL NOTES: 2. 1. A. 7. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY REQUIRED MODIFICATIONS THAT ARE NOT SHOWN ON THE DRAWINGS. 8. ALL DIMENSIONS & MEASUREMENTS FOUND ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL VALIDATE ALL DIMENSIONS PRIOR TO ORDERING MATERIAL TO INCLUDE MAKING FIELD MEASUREMENTS BASED ON ACTUAL SITE CONDITIONS TO DEVELOP COMPLETE ORDERS AND INSTALL SYSTEMS PER DRAWINGS AND SPECIFICATIONS. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ASSOCIATED DEVICES AND EQUIPMENT. PRIOR TO AIMING/ADJUSTING ACTIVITIES, COMMISSIONING OR PUNCHWALK COMMENCEMENT, CONTRACTOR SHALL PROPERLY TEST AND VERIFY ALL CIRCUITRY AND CONTROL WIRING AND IMPLEMENT ALL CONTROLS PROGRAMMING. LOCATIONS OF THE FIXTURES SHALL BE PER THE ARCHITECTURAL REFLECTED CEILING PLAN(S) AND SHALL BE COORDINATED AT TIME OF ROUGH IN. CONFLICTS BETWEEN THE ARCHITECTURAL REFLECTED CEILING PLAN(S) AND THE ELECTRICAL/LIGHTING DESIGN PLAN(S) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO ORDERING FIXTURES. 1. LIGHTING DRAWINGS REPRESENT THE DESIGN INTENT OF THE EQUIPMENT, DEVICES, ETC. TO BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED. CONTRACTOR SHALL INSTALL ALL CONDUIT, J-BOXES AND ADDITIONAL HARDWARE AND DEVICES AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. 2. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND INDIVIDUALLY SUPPORTED IN ACCORDANCE WITH APPLICABLE CODES. FIXTURES SHALL BE FURNISHED AND INSTALLED WITH ALL REQUIRED MOUNTING DEVICES, HARDWARE AND ACCESSORIES. 3. CONTRACTOR TO VERIFY LIGHTING FIXTURE MOUNTING HARDWARE IS COMPATIBLE WITH APPROVED MOUNTING CONDITIONS. MOUNTING CONDITIONS MUST ALLOW FOR AIMING AND ADJUSTING OF LIGHTING FIXTURES ON SITE. 4. 5.CONTRACTOR TO INCLUDE AIMING/ADJUSTING LABOR AFTER DARK AS REQUIRED FOR ANY ADJUSTABLE LIGHTING FIXTURE AND FOR EACH INDIVIDUAL LIGHTING FIXTURE HEAD OR LAMP HOLDER IN A MULTI-FIXTURE/MULTI-LAMP ASSEMBLY. LIGHTING FIXTURES TO BE AIMED/ADJUSTED PER THE DIRECTION OF OWNER, ARCHITECT AND/OR LIGHTING CONSULTANT. ALL COVE MOUNTED LIGHTING FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. CONTRACTOR TO FIELD MEASURE COVE LENGTH AND ORDER QUANTITY OF LIGHTING FIXTURES AS REQUIRED. PROVIDE COMPLETE MANUFACTURER SHOP DRAWINGS OF BUILT-IN COVE OR LINEAR LIGHTING SYSTEMS. 6.CONTRACTOR TO SUPPLY ADEQUATE SUPPORT INCLUDING LADDERS, LIFTS OR OTHER EQUIPMENT REQUIRED TO ACCESS LIGHTING FIXTURES AT THE TIME OF FOCUS, INCLUDING EVENING OR NIGHT WORK AS MAY BE REQUIRED DUE TO SCHEDULE CONFLICT OR DAYLIGHT IMPACT. AIMING/ADJUSTING LABOR SHALL BE PREPARED FOR WORK WITH COMMON HAND TOOLS TO MAKE ADJUSTMENTS AND MINOR REPAIRS DURING AIMING. 7. CONTRACTOR TO SUBMIT FOR APPROVAL ON THE PRODUCTS THEY INTEND TO FURNISH WITHIN TEN (10) DAYS OF AWARD OF CONTRACT. FAILURE TO SUBMIT WITHIN DEADLINE CONSTITUTES A GUARANTEE THAT ONLY THE BASE SPECIFIED PRODUCTS WILL BE SUPPLIED AND THAT NO OTHER PRODUCTS, WHETHER LISTED AS ALTERNATES OR NOT, WILL BE CONSIDERED. 1. CONTRACTOR TO PROVIDE A SUBMITTAL/SHOP DRAWING SUBMITTAL FOR EACH LIGHTING FIXTURE TYPE INCLUDING ACCESSORIES, BALLAST(S), POWER SUPPLIES, DRIVER(S) TRANSFORMER(S), AND INTEGRAL EMERGENCY BATTERIES AND TEST SWITCHES. ANY LIGHTING FIXTURE SUBMITTAL PROVIDED WITHOUT SPECIFIC LIGHTING FIXTURE'S ACCESSORIES, BALLAST, POWER SUPPLY, DRIVER, TRANSFORMER OR BATTERY INFORMATION SHALL BE REJECTED AS INCOMPLETE. 2. SUBSTITUTIONS OF THE SPECIFIED PRODUCTS ARE STRICTLY PROHIBITED - UNLESS APPROVED AS STATED HEREIN. LIGHTING FIXTURE SUBSTITUTIONS SHALL BE FORMALLY PRESENTED TO THE ELECTRICAL ENGINEER AND/OR LIGHTING CONSULTANT, BY APPOINTMENT ONLY, AT LEAST TEN (10) WORKING DAYS PRIOR TO BID TIME. THE SUBMITTAL MATERIAL SHALL INCLUDE THE FOLLOWING ITEMS. 3. A COMPLETE AND OPERATING SAMPLE, WIRED FOR 120V OPERATION, WITH LAMP, CORD AND PLUG.a. A COMPLETE PHOTOMETRIC REPORT, FOR THE PROPOSED SUBSTITUTE PRODUCT, USING THE SPECIFIED LAMP OR LED TYPE AND WATTAGE, INCLUDING TABULATED CANDLEPOWER VALUES, COEFFICIENT OF UTILIZATION, AND AN ISO-FOOT-CANDLE DIAGRAM. PRORATED DATA WILL NOT BE ACCEPTABLE. THE PHOTOMETRIC REPORT MUST BE DONE IN ACCORDANCE WITH PUBLISHED I.E.S. TESTING PROCEDURES AND CERTIFIED BY A REGISTERED ELECTRICAL ENGINEER. b. A CURRENT ORIGINAL CATALOG DATA SHEET WITH LIGHTING FIXTURE CATALOG NUMBERS. MODIFIED DATA SHEETS WILL NOT BE ACCEPTABLE. c. A SIGNED COPY OF THE "SUBSTITUTION COMPLIANCE FORM", LOCATED IN THE DIVISION 1 SPECIFICATION, STATING THAT IF THE PROPOSED SUBSTITUTION IS ACCEPTED, THE PROJECT SCHEDULE WILL NOT BE NEGATIVELY AFFECTED. IF THE COMPLETION OF THE PROJECT IS DELAYED BECAUSE OF THE APPROVED SUBSTITUTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR PAYMENT OF ANY ESTABLISHED LIQUIDATED DAMAGES. d. FOR SPECIFIC INTERIOR FIXTURE SUBSTITUTIONS, WHEN DIRECTED BY THE ELECTRICAL ENGINEER AND/OR LIGHTING CONSULTANT, A POINT-BY-POINT SCALED COMPUTER PRINTOUT SHALL BE PROVIDED VERIFYING THE ILLUMINATION LEVELS FOR THE SPECIFIC INTERIOR AREA. IF THE SUBSTITUTED FIXTURE IS AN EMERGENCY FIXTURE, THE REPORT SHALL BE RUN IN BOTH NORMAL AND EMERGENCY MODES. THIS REPORT SHALL BE CONFIGURED WITH SPECIFIC CONSTRAINTS, AS DIRECTED BY THE ENGINEER OF RECORD. THE REPORT MUST SHOW THAT THE SUBSTITUTED FIXTURE PROVIDES PERFORMANCE EQUAL TO OR BETTER THAN THE LIGHTING LEVELS OF THE SPECIFIED PRODUCT. e. FOR ALL EXTERIOR FIXTURE SUBSTITUTIONS, A POINT-BY-POINT SCALED COMPUTER PRINTOUT SHALL BE PROVIDED VERIFYING THE ILLUMINATION LEVELS FOR THE ENTIRE SITE PLAN BASED ON USING THE PROPOSED ALTERNATIVE FIXTURES. THE REPORT MUST SHOW THAT THE SUBSTITUTED FIXTURE PROVIDES PERFORMANCE EQUAL TO, OR BETTER THAN THE LIGHTING LEVELS AND UNIFORMITY RATIOS (MAX:MIN AND AVG:MIN) OF THE SPECIFIED PRODUCT. THIS REPORT SHALL BE CONFIGURED WITH THE FOLLOWING CONSTRAINTS. f. THE SPACING INCREMENT OR POINTS ON THE VERIFICATION REPORT SHALL NOT EXCEED TEN (10) FEET IN EITHER DIRECTION. i. THE PHOTOMETRIC CALCULATION SHALL BE BASED ON PROVIDING MAINTAINED FOOT-CANDLE LEVELS USING MEAN LAMP LUMENS AND A LIGHT LOSS FACTOR, AS DIRECTED BY THE ENGINEER OF RECORD. ii. THE PHOTOMETRIC CALCULATION SHALL SHOW ANY ADDITIONAL ENERGY AND/OR ENERGY COSTS, FOR A TEN YEAR PERIOD, AS COMPARED TO THE ORIGINALLY SPECIFIED ITEM. THE TOTAL COSTS FOR THESE EXPENSES WILL BE DEDUCTED FROM THE CONTRACT COST. iii. DURING THE BIDDING PROCESS, THE CONTRACTOR SHALL REFER TO THE LIGHTING FIXTURE SCHEDULES ON THE ARCHITECTURAL PLANS (IF PROVIDED ON PROJECT), LIGHTING DESIGN PLANS/SPECIFICATIONS (IF PROVIDED ON PROJECT), AND THE ELECTRICAL PLANS. ANY DISCREPANCIES BETWEEN THEM INCLUDING, BUT NOT LIMITED TO, PART NUMBERS AND FIXTURE DESCRIPTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER, AND LIGHTING DESIGNER WITH PRE-BID RFI(S). WHERE DISCREPANCIES ARE DISCOVERED WHEN THERE IS INSUFFICIENT TIME TO ISSUE PRE-BID RFI(S), THE BASE BID SHALL INCORPORATE THE MOST COSTLY VERSION OF THE DISCREPANCY AND SHALL BE MEMORIALIZED IN AN RFI OR AS A BID CLARIFICATION. PROVIDING A VOLUNTARY DEDUCTIVE ALTERNATE BID CLARIFYING FIXTURE SCHEDULE DISCREPANCIES IS ALSO AN ACCEPTABLE FORM OF DISCREPANCY DOCUMENTATION. 4. FIXTURE FINISHES:5. LIGHTING FIXTURE SPECIFICATIONS:D. “NO KNOWN EQUAL” LIGHTING FIXTURE PRICING/BIDDING NOTES:7. EACH FIXTURE IDENTIFIED AS "NO KNOWN EQUAL" ON THIS PROJECT SHALL BE BID IN A "LINE ITEM" FORMAT. A PER UNIT MATERIAL COST SHALL BE PROVIDED FOR EACH "NO KNOWN EQUAL" FIXTURE. THIS PRICE SHALL INCLUDE LAMPS AS WELL AS ALL OTHER REQUIRED MATERIALS REQUIRED FOR INSTALLATION. THE FIXTURE PRICE QUOTED WILL BE UTILIZED, PRIOR TO SHOP DRAWING APPROVAL, FOR "ADDING" AND/OR "DELETING" ANY QUANTITY OF THE FIXTURE. a. A UNIT COST SHALL BE SUBMITTED FOR EACH "NO KNOWN EQUAL" FIXTURE. SUBMIT THE PRICING AS PART OF THE BID FORM ON A SEPARATE 8 1/2" X 11" SHEET. b. ALL EXTERIOR LIGHTING EQUIPMENT SHALL BE RATED FOR WET LOCATION AND THE IP RATING OF ALL EQUIPMENT, INCLUDING BALLAST, POWER SUPPLY AND TRANSFORMER ENCLOSURES SHALL CONFORM TO THE CONDITIONS IN WHICH THE LIGHTING FIXTURE IS MOUNTED. 1. ALL BALLASTS, POWER SUPPLIES, DRIVERS AND/OR TRANSFORMERS THAT ARE REMOTELY LOCATED SHALL BE INSTALLED AS NEAR TO THE LIGHTING FIXTURE(S) AS POSSIBLE, HIDDEN FROM PUBLIC VIEW IN AN ACCESSIBLE COMPARTMENT THAT IS WELL VENTILATED. CONTRACTOR TO COORDINATE LOCATION(S) WITH ARCHITECT PRIOR TO ROUGH-IN. 2. ALL TRANSFORMERS SHALL BE FUSED ON THE SECONDARY SIDE.3. COLOR FILTERS SHALL BE GLASS OR DICHROIC UNLESS OTHERWISE INDICATED ON DRAWINGS.4. CONTRACTOR TO PROVIDE 20% ADDITIONAL COLOR FILTERS FOR EACH COLOR AND SIZE.5. CONTRACTOR TO VERIFY THAT ALL LIGHTING FIXTURES SPECIFIED WITH A COLOR FILTER ARE SUPPLIED WITH ANY AND ALL ATTACHMENT DEVICES FOR THE FILTER. 6. CONTRACTOR TO REPLACE ALL INOPERATIVE LAMPS, LED ARRAYS OR SYSTEMS AT THE END OF THE CONSTRUCTION PHASE PRIOR TO THE FOCUS AND PROGRAMMING PHASE AND AGAIN PRIOR TO OWNER OCCUPANCY OR PROJECT OPENING. THE LIGHTING FIXTURE MODEL NUMBER MAY INDICATE A FIXTURE OPTION THAT THE CONTRACTOR MUST IDENTIFY PRIOR TO ORDERING/PROVIDING SUBMITTALS, INCLUDING, BUT NOT LIMITED TO: VOLTAGE, MOUNTING CONDITION/HARDWARE, FINISH, DIMMING REQUIREMENTS/BALLAST INFORMATION. GENERALLY, CONTRACTOR-SELECTED OPTIONS ARE DENOTED IN THE PART NUMBER WITH BRACKETS EX: [VOLTS?] 6. LIGHTING FIXTURE SCHEDULE NOTES: ALL POLE MOUNTED FIXTURES, POST MOUNTED FIXTURES AND BOLLARDS SHALL BE PROVIDED WITH A STRUCTURAL FOOTING AS DETAILED ELSEWHERE IN THE DRAWINGS. FOOTING SIZE TO BE PROVIDED BY STRUCTURAL ENGINEER. REFERENCE FIXTURE SCHEDULE AND DETAILS FOR MORE INFORMATION. ALL EXIT SIGNS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE LOCAL FIRE PREVENTION CODE AUTHORITY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY HARDWARE SUCH THAT ALL EXIT SIGNS ARE INSTALLED IN AN APPROVED VISIBLE LOCATION. THE CONTRACTOR SHALL VERIFY CHEVRONS AND NUMBER OF FACES PER EXIT SIGN WITH ARCHITECTURAL REFLECTED CEILING PLAN(S). ANY DISCREPANCIES BETWEEN EXIT SIGNS DEPICTED ON ARCHITECTURAL AND ELECTRICAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND PROVIDING ALL HANGERS, CLIPS AND NECESSARY HARDWARE TO INSTALL THE FIXTURE IN THE ENVIRONMENT AS SHOWN ON THE ARCHITECTURAL PLANS. ALL FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED CODES. a. VOLTAGES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING - SEE ELECTRICAL DRAWINGS FOR BRANCH CIRCUIT INFORMATION. IT IS POSSIBLE THAT FIXTURES WILL BE REQUIRED IN VARIOUS VOLTAGES. b. FAILURE TO SUBMIT A LINE ITEM FOR EACH "NO KNOWN EQUAL" FIXTURE MAY RESULT IN THE REJECTION, REFUSAL, OR NON-ACCEPTANCE OF THE CONTRACTOR'S BID. c. FIXTURES IDENTIFIED AS “NO KNOWN EQUAL - OWNER STANDARD” OR "CAMPUS STANDARD" ARE TO BE PROVIDED AS SPECIFIED, WITH SUBSTITUTIONS STRICTLY PROHIBITED. SEE ADDITIONAL NOTES FOR "NO KNOW EQUAL" BIDDING REQUIREMENTS. 8. ALL TRACK LIGHTING FIXTURES SHALL BE PROVIDED WITH THE APPROPRIATE TRACK SYSTEM WHICH SHALL INCLUDE ALL MISCELLANEOUS COMPONENTS REQUIRED, AS WELL A ANY REQUIRED CIRCUIT LIMITERS FOR A COMPLETE INSTALLATION. TRACK LENGTH(S) SHALL BE PER DRAWINGS. 7. [OPTION?] IN FIXTURE MODEL NUMBER INDICATE THAT THE FIXTURE DRIVER TYPE AND QUANTITY MUST BE VERIFIED BY THE CONTRACTOR USING FIXTURE CALLOUT INFORMATION AND FIXTURE SWITCHING CONFIGURATION INFORMATION. 1. DRIVERS / TRANSFORMERS:E. CONTINUOUS DIMMING AND CONTROLLABLE LED:2. PROVIDE CONTROLLABLE LED DIMMING DRIVERS (INTEGRAL OR REMOTE) WITH POWER FACTOR GREATER THAN 0.85 AND MAXIMUM THD OF 20% AT FULL LOAD. a. CONTINUOUS LED DIMMING DRIVERS SHALL BE AT MINIMUM 4-WIRE 0-10V 10% DIMMING (HOT, NEUTRAL, DIM+, DIM-). EMERGENCY FIXTURES / BATTERY PACKS: c. 2. a. d. h. b. c. F. f. CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER AND/OR LIGHTING CONSULTANT OF ANY PROVISIONS OF THE SPECIFICATION THAT IS IN CONFLICT WITH LOCALLY ENFORCED CODES. 8. 9. a.ALL FIXTURE FINISHES AND COLORS, UNLESS NOTED AS PREMIUM OR CUSTOM, SHALL BE SELECTED FROM THE MANUFACTURERS STANDARD COLOR OPTIONS AS LISTED ON THE FIXTURE SPECIFICATION SHEET. STANDARD FINISH SHALL BE SELECTED BY THE ARCHITECT, INTERIOR DESIGNER OR OWNER. THIS DIRECTION WILL BE PROVIDED IN THE SHOP DRAWING REVIEW PROCESS. b.ALL FIXTURES INDICATED WITH A PREMIUM OR CUSTOM COLOR SHALL BE ASSIGNED A CUSTOM COLOR REFERENCE NUMBER (SUCH AS RAL#) OR PROVIDE FIVE (5) PAINT CHIPS FOR MANUFACTURER TO USE TO MATCH COLOR. PREMIUM OR CUSTOM FINISH SHALL BE SELECTED BY THE ARCHITECT, INTERIOR DESIGNER OR OWNER. THIS DIRECTION WILL BE PROVIDED IN THE SHOP DRAWING REVIEW PROCESS. c. PRIOR TO BID CONTRACTOR TO VERIFY DRIVER COMPATIBILITY WITH DIMMERS, DIMMING CONTROL SYSTEM(S) AND DISTRIBUTED LIGHTING CONTROL SYSTEM(S) WITH RESPECTIVE LIGHTING MANUFACTURER(S) AND LIGHTING/DIMMING CONTROL SYSTEM MANUFACTURERS. IF COMPATIBILITY DOCUMENTATION IS UNAVAILABLE FOR A GIVEN LED FIXTURE/LIGHTING CONTROL SYSTEM COMBINATION, CONTRACTOR SHALL INCLUDE COSTS IN THE BASE BID FOR RESPECTIVE LIGHTING MANUFACTURER AND LIGHTING CONTROLS MANUFACTURER TO TEST/WARRANT COMPATIBILITY OF SAID COMBINATIONS. b. SHOULD THE SPECIFIED LED EMERGENCY BATTERY PACK(S) NOT FIT WITHIN A GIVEN FIXTURE(S) OR SHOULD THE FIXTURE NOT BE MANUFACTURED TO ACCOMMODATE A BATTERY PACK, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO LOCATE/CONNECT SELF-TESTING MINI INVERTER(S) (IOTA #ILS SERIES OF BODINE#ELI-S-[WATT?]) REMOTELY FROM THE FIXTURE(S) IN THE NEAREST ELECTRICAL ROOM OR TO LOCATE EMERGENCY BATTERY PACK(S) REMOTELY FROM THE FIXTURE ABOVE THE NEAREST ACCESSIBLE CEILING. e. LED BATTERY PACKS SHALL PROVIDE A MINIMUM OF 90 MINUTES OF EMERGENCY ILLUMINATION, AND SHALL BE RATED AT A MINIMUM OF 10 WATTS, OR AS SPECIFIED. WHERE A FIXTURE TYPE IS UNAVAILABLE WITH A 10W BATTERY PACK OR WHERE THE WATTAGE IS NOT SPECIFIED ON THE PLANS, INCLUDE ALL COST IN BASE BID TO PROVIDE THE HIGHEST WATTAGE AVAILABLE ON THE FIXTURE CUTSHEET. ANY LISTED EQUAL FIXTURE OR ANY SUBSTITUTION OFFERED BY THE CONTRACTOR MUST ALSO HAVE BATTERY PACKS CAPABLE OF PRODUCING THE SAME OR MORE LUMENS WHEN ON BATTERY AS OUTLINED ABOVE. ACCEPTABLE MANUFACTURES: BODINE OR IOTA. g.TO MAINTAIN UL LISTING OF LED FIXTURE, FIXTURE MANUFACTURER(S) SHALL INSTALL LED EMERGENCY BATTERY PACKS AT THE FACTORY AND OBTAIN A UL LISTING FOR THE FIXTURE WITH EMERGENCY BATTERY PACK. FIELD-INSTALLATION OF LED EMERGENCY BATTERY PACK(S) IS PROHIBITED. EQUAL BY: 2 MCGRAW EDISON IMPACT ELITE LED #IST-SA1-B-740-U-T4W-[FINISH]-CBP-CEC-BPC - LITHONIA 25 LED/4000K SURFACE MOUNTED, TRAPEZOIDAL, LED WALL PACK, INTEGRAL DRIVER, PHOTOCELL CONTROLS, 3,470 LUMENS, FINISH AS SELECTED BY ARCHITECT, EMERGENCY BATTERY PACK. - - 21159.00 1202 W Edinger Ave10/3/2024 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- DISTRIBUTED LIGHTING CONTROL SYSTEM E3-4 DISTRIBUTED LIGHTING CONTROL SYSTEM REQUIREMENTS: 3. 2. 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, AND SERVICES, IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING AND CODE COMPLIANT INSTALLATION. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC FORMAT, TO PROVIDE CONTRACTOR INFORMATION THAT SUPPLEMENTS AND ENHANCES THE GENERALLY ACCEPTED CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED IN CONNECTION WITH INSTALLATION OF THIS TYPE OF PRODUCT/SYSTEM. THE CONTRACTOR SHALL ALSO INCORPORATE THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS/WARRANTY REQUIREMENTS AS PART OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENT REQUIREMENTS AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY - UNLESS THE MORE STRINGENT REQUIREMENT VOIDS APPLICABLE WARRANTIES OR VIOLATES THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. ANY SUCH CONFLICT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING THROUGH THE FORMAL RFI PROCESS. REFER TO THE ASSOCIATED SCHEDULES, SCHEMATICS, DRAWINGS, AND SPECIFICATIONS FOR DETAILED INFORMATION/REQUIREMENTS ON THIS PRODUCT/SYSTEM. 4. 6.SECURITY STANDARD CERTIFICATIONS, SHOP DRAWINGS AND COMPONENT SUBMITTALS SHALL BE SUBMITTED PER THE GENERAL SPECIFICATION REQUIREMENTS SHOWING ALL COMPONENTS, WIRING CONFIGURATIONS AND PROGRAMMING SCHEDULES. SCALED SHOP DRAWINGS DEPICTING/IDENTIFYING ALL SYSTEM COMPONENT LOCATIONS SHALL BE PROVIDED. SUBMITTALS SHALL BE MADE SPECIFIC TO THE PROJECT - GENERIC SUBMITTALS AND SUBMITTALS WITHOUT SCALED SHOP DRAWINGS SHALL BE REJECTED. CONTRACTOR IS RESPONSIBLE TO VERIFY LIGHT FIXTURE DIMMING PROTOCOLS ARE COMPATIBLE WITH THE DLCS.5. TOPOLOGY WIRED BAS DLCS SCHEDULE NO FIXTURE INTEGRATED SENSING NO TOPOLOGY COMMUNICATIONSYSTEM NON NETWORKED COMPONENT BATTERY USAGE REMARKS NONE WIRELESS DLCS INTEGRATION nLIGHT: WALL BOX SENSORS: #WSXA-PDT #WSXA-PDT-2P CEILING SENSORS: ONE-WAY DIRECTIONAL =(WIRED) #NRM-PDT-9 W/MASKING AS REQUIRED (WIRELESS/LOW VOLTAGE) #RCMS-PDT-9-G2 (WIRELESS/BATTERY) #RCMSB-7/45/45A-G2 360 DEGREE COVERAGE =#NRM-PDT-9 STANDARD RANGE #(WIRED) NRM-PDT-10 EXTENDED RANGE/CORRIDOR #RCMS-PDT-9-G2 (WIRELESS/LOW VOLTAGE) #RCMS-PDT-10 EMBEDDED FIXTURE SENSOR =(WIRELESS/LOW VOLTAGE) #RES7-PDT-G2 INDOOR (WIRELESS/LOW VOLTAGE) #RMSOD, RSDGR-127-G2 (WIRELESS/LOW VOLTAGE) RSBOR EXTERIOR (WIRELESS/BATTERY) #RCMSB-7/45/45A-G2 DAYLIGHT SENSORS: (WIRED) #NES-ADCX OR #NRM-ADCX (WIRELESS) #RCMS-G2 (WIRELESS) #RES7 CONTROL UNITS: SWITCH / STEPPED DIMMING =(WIRED) #NPP-16/#NSP-16 (WIRELESS) #RPP20-G2 NUMBER OF RELAYS AS REQUIRED. CONTINUOUS DIMMING (O-10V) =(WIRED) #NPP16-D (WIRELESS) #RPP20-D-G2 NUMBER OF RELAYS AS REQUIRED. CONTINUOUS DIMMING (UNIVERSAL) =(WIRED) #NSP5-PCD. NUMBER OF RELAYS AS REQUIRED. (WIRELESS) UTILIZE 0-10V PHASE DIMMING ADAPTER. #NAR-40 WALL CONTROLS: (WIRELESS) #RPODB-DX (# OF DIMMERS AS REQUIRED - 4 / YOKE MAX) #NIO INPUT INTERFACE NETWORK COMM COMPONENTS: #NECY-MVOLT BAC ADR ENC GFXK WITH ENCLOSURE EMERGENCY POWER INTERFACE: (WIRED) NPP16-ER (WIRED) #NPP16-D-ER LOAD INTERFACE DEVICE: LUTRON #BCI-0-10. REVERSE PHASE DIMMING COMPONENTS = (WIRELESS) #PCDM & RPP20DG2/ RECEPTACLE CONTROL = #NBRG-8-KIT #NAR-40 #NDTC (WIRED) #NSP5-PCD-MLV OR LUTRON #PHPM-PA-DV-WH 2 & 3 WIRE DIMMING COMPONENTS = ARP INTENCXX NLT XXFCR MVOLT, QTY AS REQUIRED, #nWSXA-PDT-LV-DX #nIO X (SCREENS / AV SYSTEM INTEGRATION) #FRESCO TOUCH PANEL #NFCS-7TSN (PER SPACE), #NIO-1S POWER PACK (SENSOR POWER), & W/BOTTOM COVER (www.entertainmentworks.com). (WIRELESS) #RPP20-ER-G2 NUMBER OF RELAYS AS REQUIRED, NORMAL CIRCUIT REQUIRED. (WIRELESS) #RPP20-EM-G2. NUMBER OF RELAYS AS REQUIRED, NORMAL CIRCUIT NOT REQUIRED, (WIRELESS) #RPP20-D-ER-G2. NUMBER OF RELAYS AS REQUIRED, NORMAL CIRCUIT REQUIRED. (WIRELESS) #RPP20-D-EM-G2. NUMBER OF RELAYS AS REQUIRED, NORMAL CIRCUIT REQUIRED EXCEPT WHERE GENERATOR AND DELAYED TRANSFER INVERTER POWER IS USED. WATTSTOPPER: WALL BOX SENSORS: #DW-100 #DW-200 CEILING SENSORS: ONE-WAY DIRECTIONAL =(WIRED) #LMDC-100 WITH MASKING AS REQUIRED (PIR-ONLY WIRELESS) #LMPC-600 SERIES 360 DEGREE COVERAGE =(WIRED) #LMDC-100 (PIR-ONLY WIRELESS) #LMPC-600 SERIES DAYLIGHT SENSORS: (WIRED) #LMLS-400 (1 ZONE ONLY) #LMCT-100 (HAND TO OWNER AT COMPLETION OF PROJECT.) CONTROL UNITS: SWITCHED =(WIRED) #LMRC-10? (NUMBER OF RELAYS AS REQUIRED) (WIRELESS) #LMRC-6??MCC #LMRC-6??MCC (NUMBER OF RELAYS AS REQUIRED). #LMRC-22? (NUMBER OF RELAYS AS REQUIRED). HVAC CONTROL =(WIRED) #LMRL-100 (WIRELESS) #LMRC-6??MCC WALL CONTROLS: DIMMING =(WIRED) #LMSW-101/102/103/104/108 (WIRELESS) #LMDM-601 NETWORK COMM COMPONENTS: (WIRED OR WIRELESS) #LMSM-3E/#LMSM-6E NETWORK BRIDGE / ROUTER / SWITCH =(WIRED) #LMBC-300/#NB-ROUTER/#NB-SWITCH (WIRELESS) #LMBC-600/#LMBR-650/#NB-SWITCH (WIRED) #LM-MSTP. EMERGENCY POWER INTERFACE: #ELCU-200 BYPASS DEVICE. #ELCU-200 BYPASS DEVICE. LOAD INTERFACE DEVICE: LUTRON #BCI-0-10. LUTRON #PHPM-PA-DV-WH. RECEPTACLE CONTROL =#LMPL-101 OR LMPL-201 (WHERE MORE THAN 4 RECEPTACLE #BZ-250 (WHEN USING WIRELESS CONTROL UNIT) #LMPL-6?? (WHEN AVAILABLE) (WIRED) #LMDI-100 LMCP8, 24, OR 48 #LMZC-301, UNLESS OTHERWISE NOTED. #LMDW-102 MOVEABLE PARTITION INTERFACE & SENSOR =PARTITION INTERFACE - #LMIO-102 PARTITION SWITCH/STATUS INDICATOR - #LMPS-104 POWER PACK - #BZ-50 (SENSOR POWER) PARTITION SENSOR - #ENTERTAINMENT NETWORKS SENSOR W/ BOTTOM COVER (www.entertainmentworks.com). #PW-311 OPEN LOOP SENSOR =(WIRED) #LMLS-500 (1-3 ZONE) (WIRELESS) #LMDL-600 (1-3 ZONE) #LMRC-21? (NUMBER OF RELAYS AS REQUIRED). #LMIO-101 INPUT INTERFACE LUTRON CONTROLS (VIVE): WALL BOX SENSORS: #MS-A102-XX #MS-A202-XX OCCUPANCY SENSORS: #LRF2-OWLB-P-WH (1500 S.F. MAXIMUM) #LRF2-OCR2B-P-WH (600 S.F. MAXIMUM) DAYLIGHT SENSORS: #LRF2-DCRB-WH RF CONTROL UNITS: #RMJS-5R-DV-B #RMJS-16R-DV-B #FCJS-010 #FCJS-ECO WALL CONTROLS: #PJ2-2BRL- (# OF DIMMERS AS REQUIRED) #RMJS-20R-DV-B #LRF2-OHLB-P-WH #MRF2S-6ANS-XX #MA-R-XX #MRF2S-6CL-XX #MRF2S-6ELV-XX (0-10V) #MS-Z101-XX (FORWARD PHASE) #MSCL-OP153M-XX NETWORK COMM COMPONENTS: #CPN-IRV-5 (HJS-2-FM) LOAD INTERFACE DEVICE: #BCI-0-10 LUTRON #PHPM-PA-DV-WH #LRF2-OKLB-P-WH (1225 S.F. MAXIMUM) #PJ2-4B (# OF DIMMERS AS REQUIRED #RMJS-8T-DV-B #RMJS-CCO1-24-B #MRF2S-8S-DV-XX #PHPM-WBX-DV-WH #TVI-LMF-2A #MRF2S-6ND-120-XX #CAR2S-20-STR #CAR2S-20-DTR #PJ2-3BRL- (# OF DIMMERS AS REQUIRED) NETWORK RELAY PANELS: NETWORK RELAY PANEL:NOT AVAILABLE NETWORK RELAY PANEL: (WIRELESS) LUTRON #BCI-0-10/LUTRON #PHPM-PA-DV-WH ADD WIRELESS BRIDGE FOR WIRELESS SYSTEM. CONTROL UNIT SARE TIED TOGETHER) (WIRED) #NPP20 PL (WIRELESS) #RPP20-G2 #ENTERTAINMENT NETWORKS PARTITION SENSOR (WIRED) #NPODMA-DX SERIESDIMMING = SWITCHING / STEP DIMMING = GENERATOR AND DELAYED TRANSFER INVERTER ONLY. CONTINUOUS DIMMING (0-10V) = (WIRED) #NSP5-PCD-ELV120 OR LUTRON #PHPM-PA-DV-WH FORWARD PHASE DIMMING COMPONENTS = (WIRED) #NSP5-PCD-2W/3W OR LUTRON #PHPM-PA-DV-WH STANDALONE SINGLE RELAY (DUAL TECH) = STANDALONE DUAL RELAY (DUAL TECH) = SYSTEM-BASED DIMMING CONTROL = WALL MOUNT 180 DEGREE ONE-WAY DIRECTIONAL = CEILING MOUNT 360 DEGREE COVERAGE = WALL MOUNT HALLWAY COVERAGE = WALL MOUNT 90 DEGREE (CORNER) COVERAGE = 5A, SWITCHING ZONE CONTROLLER = 16A, SWITCHING ZONE CONTROLLER = 0-10V FIXTURE CONTROLLER = ECOSYSTEM DIGITAL FIXTURE CONTROLLER = 20A, SWITCHING RECEPTACLE CONTROLLER = MAESTRO RF 6A SWITCH (120V) = ACCESSORY DIMMER (MULTI-LOCATION, 3-WAY, 4-WAY) = MAESTRO RF DIMMER (CFL/LED/INC/HAL FORWARD PHASE = MAESTRO RF DIMMER (ELV REVERSE PHASE) = 8A, 0-10V ZONE CONTROLLER = CONTACT CLOSURE OUTPUT DEVICE = MAESTRO RF 8A SWITCH (DUAL VOLTAGE) = MAESTRO RF DIMMER (INC/MLV) = 20A WIRELESS RECEPTACLE (SPLIT) = 20A WIRELESS RECEPTACLE (DUAL) = WIRELESS BASIC ZONE/SCENE CONTROL = WIRELESS 4 BUTTON, ENGRAVABLE = - 4 / YOKE MAX) VIVE WIRELESS HUB (WITH BACNET) = NON-ENGRAVABLE OPEN LOOP SENSOR = 0-10V TO 3-WIRE FLUORESCENT INTERFACE = PHASE ADAPTIVE DIMMING INTERFACE (REVERSE/FORWARD PHASE) = 3-WIRE FLUORESCENT TO PHASE ADAPTIVE INTERFACE = ECOSYSTEM DIGITAL TO 0-10V INTERFACE = STANDALONE SINGLE RELAY = STANDALONE DUAL RELAY = SYSTEM-BASED DIMMING CONTROL = STANDALONE 0-10V DIMMING WITH SINGLE RELAY = CLOSED LOOP SENSOR = REMOTE CONTROL = CONTINUOUS DIMMING (O-10V, WIRELESS) = CONTINUOUS DIMMING (UNIVERSAL, WIRED) = CONTINUOUS DIMMING (O-10V, WIRED) = AV SYSTEM SERIAL INTERFACE = DUAL MODE CORRIDOR/STAIRWAY/AISLEWAY = CONTROL INPUT ADD WIRELESS BRIDGE FOR WIRELESS SYSTEM. KEYED SWITCH = ZONE SEGMENT MANAGER = NETWORK WIRING = W/#LMSM-ENC1 ENCLOSURE. SWITCHING / STEP DIMMING = CONTINUOUS DIMMING = WITH MASKING AS REQUIRED. (# OF SWITCHES AS REQUIRED 4/YOKE MAX) (# OF SWITCHES AS REQUIRED 4/YOKE MAX) W/ LEVITON #1221-2L-? KEYED SWITCH LUTRON COMPONENTS = REVERSE/FORWARD PHASE DIMMING COMPONENTS = STANDALONE SINGLE RELAY = STANDALONE DUAL RELAY = SYSTEM-BASED DIMMING CONTROL = CLOSED LOOP SENSOR = ONE-WAY DIRECTIONAL = EMBEDDED FIXTURE SENSOR = AUXILIARY INPUT/ OUTPUT CONTROL = HVAC CONTROL = AV SYSTEM SERIAL INTERFACE = MOVEABLE PARTITION INTERFACE & SENSOR = KEYED SWITCH = DUAL MODE CORRIDOR/STAIRWAY/AISLEWAY = CONTROL INPUT W/LEVITON #1221-2L-? KEYED SWITCH W/ MASKING AS REQUIRED EXTENDED RANGE/ CORRIDOR (ONLY IF REQUIRED BY CLG. TYPE) GATEWAY = BRIDGE = TO INCLUDE SPARE RELAYS SHOWN IN SCHEDULES. CONTINUOUS DIMMING = SWITCH / STEPPED DIMMING = LUTRON COMPONENTS = (WaveLinx Wired/Wireless): WALL BOX SENSORS: STANDALONE SINGLE RELAY = STANDALONE DUAL RELAY = CEILING SENSORS: ONE-WAY DIRECTIONAL =(WIRED) #OAC-DT-501 & SPP-MV (WIRED DIGITAL PIR) #MTS6 (MASKING) (PIR BATTERY WIRELESS) #CWPD-1500 (MASKING) (PIR LINE-POWERED WIRELESS)#WTA 360 DEG COVERAGE =(WIRED) #OAC-DT-1000/OAC-DT-2000 & SPP-MV (WIRED DIGITAL PIR) #MTS6/MTS12 (PIR BATTERY WIRELESS) #CWPD-1500 (PIR LINE POWERED WIRELESS) #WTA (WIRELESS FIXTURE)#SWPD1 (<15FT) #SWPD2 (7-15FT) #SWPD3 (15-40FT) DAYLIGHT SENSORS: OPEN LOOP SENSOR =(WIRED DIGITAL) #MTS6/MTS12 (WIRELESS-BATTERY) #CWPD-1500 (WIRELESS LINE-POWERED) #WTA (WIRELESS FIXTURE)#SWPD1 (<15FT) #SWPD2 (7-15FT) #SWPD3 (15-40FT) #WOLC-7P-1OA (7PIN EXTERIOR) CONTROL UNITS: WALL CONTROLS: DIMMING =(DIGITAL) #DW-TSB-RL (WIRELESS-BATTERY) #WB-RL SERIES (WIRELESS LINE POWERED) #W-RL SERIES. ALL DEVICES ARE UP TO 5 ZONE/SCENE OR MIX WITH DIMMING. TOUCH SCREEN =(DIGITAL) #TSE-55 OR #TSC-80 (WIRELESS) #TSE-57 KEYED SWITCH =(DIGITAL) #UIM (WIRELESS) #WSP-CA-010 ALL USE LEVITON #1221-2L-? KEYED SWITCH NETWORK COMM COMPONENTS: NETWORK ADAPTER =(WIRED) #EG2 (WIRELESS/WIRED) #TRELLIX SERVER EMERGENCY POWER INTERFACE: LOAD INTERFACE DEVICE: FORWARD PHASE DIMMING =(ALL SYSTEMS) PD216-120or277 REVERSE PHASE DIMMING COMPONENTS = (ALL SYSTEMS) LDCM-PL SYSTEM-BASED WALLBOX = NETWORK INTERFACE:(WIRED) #EG2 (WIRELESS/WIRED) #TRELLIX SERVER STANDALONE SINGLE RELAY WITH 0-10VDC = SWITCH / CONTINUOUS DIMMING (0-10V) =(DIGITAL) #DACI-DC1 OR DAC-DC2 (WIRELESS) #WSP/CEPC-2-D STAND ALONE ROOM CONTROLLER:WHEN REQUIRED TO HAVE NON NETWORK CONTROL, USE ROOM CONTROLLER RC3D-PL OR RC3DE-PL AND ASSOCIATED SYSTEM COMPONENTS SWITCH/CONTINUOUS DIMMING (0-10V) =(DIGITAL) #DAC-DC1 OR DAC-DC2 (ONE PER ZONE) (WIRELESS) #WSP-MV-010/#WSP-CA-010 (ONE PER ZONE) CONTINUOUS DIMMING (UNIVERSAL) =ONE OF THE ABOVE PLUS #LDCM-PL/#PD216 AUXILIARY INPUT =(DIGITAL) #UIM (WIRELESS) #WSP-CA-010 OUTPUT CONTROL =(DIGITAL) #RI-2-NA RECEPTACLE CONTROL =(DIGITAL) #HPRS-MV-DC1 (WIRELESS) #WSP-MV-010 (WIRELESS RECEPTACLE) #WR20 HVAC CONTROL =#TRELLIX BACNET (OPTIONAL) #-R OPTION ON OCCUPANCY SENSOR. AV SYSTEM INTERFACE =#TRELLIX API MOVEABLE PARTITION INTERFACE & SENSOR =(DIGITAL) #UIM/IRTR (WIRELESS) #NA DUAL MODE COORIDOR/STAIRWAY/AISLEWAY =PROGRAMMING THROUGH SYSTEM #TRELLIX SERVER LICENSE ADR-2.0b DEMAND RESPONSE. COOPER LIGHTING SOLUTIONS NETWORK LIGHTING CONTROL #ONW-D-1001-MV-N SERIES #ONW-D-1001-DMV-N SERIES NOT AVAILABLE #OSW-D-010 SERIES CONTROL INPUT ILUMIN PLUS SERIES 12, 24, OR 48NETWORK RELAY PANELS: POWER FAILURE ONLY: POWER FAILURE OR FIRE ALARM ACTIVATION: LVS #EPC2 BYPASS DEVICE W/ LVS REMOTE POWER SUPPLYSWITCHING / STEP DIMMING = 0-10V DIMMING =LVS #EPC2D BYPASS DEVICE W/ LVS REMOTE POWER SUPPLY REVERSE/FORWARD PHASE DIMMING =LVS #EPCDFATS BRANCH CIRCUIT EMERGENCY TRANSFER SWITCH REMOTE POWER SUPPLY SHALL UTILIZE UNSWITCHED EMERGENCY CIRCUIT SERVING RESPECTIVE EMERGENCY #ELCU-200 BYPASS DEVICE. #ELCU-200 BYPASS DEVICE. SWITCHING / STEP DIMMING = CONTINUOUS DIMMING = POWER FAILURE ONLY: POWER FAILURE OR FIRE ALARM ACTIVATION: LVS #EPC2 BYPASS DEVICE W/ LVS REMOTE POWER SUPPLYSWITCHING / STEP DIMMING = 0-10V DIMMING =LVS #EPC2D BYPASS DEVICE W/ LVS REMOTE POWER SUPPLY REVERSE/FORWARD PHASE DIMMING =LVS #EPCDFATS BRANCH CIRCUIT EMERGENCY TRANSFER SWITCH REMOTE POWER SUPPLY SHALL UTILIZE UNSWITCHED EMERGENCY CIRCUIT SERVING RESPECTIVE EMERGENCY 7-INCH CAPACITIVE TOUCH #FCS-7TSN-[DMX?]-[FINISH?]TOUCH SCREEN = W/ ACUITY FCS-PS10 24V POWER SUPPLY 3.5-INCH CAPACITIVE TOUCH #NPOD TOUCH INCLUDES ACUITY PS150 24V POWER SUPPLY 4.3-INCH CAPACITIVE TOUCH #LMEQ-41TOUCH SCREEN = W/ WATTSTOPPER #LMTI-100-[VOLT] INJECTOR TOUCH SCREEN =EXTRON 5-INCH TOUCH SCREEN #60-1561-[FINISH?] W/ REMOTE IP LINK PROCESSOR #IPL-T-SI (#TR-A-2) (#TR-A-2) (BCELTS) FIXTURES. (#TR-A-2) (#TR-A-2) (BCELTS) FIXTURES 21159.00 1202 W Edinger Ave10/3/2024 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- LIGHTING CONTROL SPECIFICATIONS E3-5 12. a. b. DLCS COMPONENTS SHALL BE BE PROVIDED AS FOLLOWS: g.WHERE INDICATED ON DRAWINGS, PROVIDE DLCS DAYLIGHTING CONTROLS AS FOLLOWS: 1)AUTOMATIC SWITCHING DAYLIGHTING CONTROLS SHALL BE PROVIDED TO SWITCH SELECTED FIXTURES AND/OR LAMPS OFF AND ON BASED UPON LIGHTING LEVELS PRESENT IN THE CONTROLLED SPACE. THE DAYLIGHTING CONTROLS SHALL BE CONNECTED TO THE CONTROL UNIT. THE SENSOR SHALL UTILIZE AN INTEGRAL PHOTO DIODE TO MEASURE AMBIENT LIGHT LEVELS. CONTROLS SHALL BE FULLY ADJUSTABLE FROM 1 TO 6,500 FOOTCANDLES AND SHALL BE PROVIDED WITH AN ADJUSTABLE TIME DELAY AND ADJUSTABLE DEAD BAND SETTINGS. 2)AUTOMATIC DIMMING DAYLIGHTING CONTROLS SHALL BE PROVIDED TO CONTINUOUSLY DIM SELECTED FIXTURES/LAMPS UP AND DOWN BASED UPON LIGHTING LEVELS PRESENT IN THE CONTROLLED SPACE. THE SENSOR SHALL UTILIZE AN INTERNAL PHOTO DIODE TO MEASURE AMBIENT LIGHT LEVELS. 0-10 VOLT DIMMING CONTROLS SHALL RANGE FROM 0.2 VOLTS TO 10 VOLTS, WITH AMBIENT LIGHTING SET POINTS FROM 1-6,500 FOOTCANDLES. f. e. f. c. b. a. INSTALLATION OF CONTROL UNITS, OCCUPANCY/VACANCY SENSORS AND DAYLIGHTING CONTROLS: AS PART OF THE "RECORD DRAWINGS", INDICATE ON THE REFLECTED CEILING PLAN THE EXACT LOCATION (CEILING TILE OR ACCESS PANEL) OF ANY ABOVE CEILING DEVICE. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. THIS COMMISSIONING EFFORT SHALL BE PERFORMED IN A MANNER THAT MEETS ALL APPLICABLE FEDERAL, STATE, LOCAL ENERGY CODES AND/OR LEED CERTIFICATION PROGRAMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILLING OUT ALL APPLICABLE PAPERWORK AND/OR FORMS. CONTRACTOR TO PROVIDE A COPY OF THE COMPLETED FORMS TO THE ENGINEER OF RECORD PRIOR TO THE PUNCH LIST SITE VISIT FOR REVIEW AND POSSIBLE RECOMMENDATION OF SETTING REVISIONS. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING THE INSTALLATION SO AS TO ENSURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF BUILDING STRUCTURAL COMPONENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE A PRE-INSTALLATION MEETING WITH THE MANUFACTURER'S FACTORY AUTHORIZED REPRESENTATIVE, AT THE PROJECT, TO VERIFY PLACEMENT OF SENSORS AND INSTALLATION CRITERIA. ALL SENSORS SHALL BE ADJUSTED PER THE DLCS SOO/ZONE SCHEDULE. WHERE A ROOM TYPE IS NOT INDICATED ON THE DLCS SOO, ADJUST FOR FOR A TIME DELAY OF TWENTY (20) MINUTES. CEILING MOUNTED SENSORS SHOULD BE LOCATED IN THE SPACE TO BE COVERED, A MINIMUM OF 4', PREFERABLY 5', AWAY FROM THE LATCH SIDE OF THE DOOR, 2" TO 3" AWAY FROM THE WALL AND 3' TO 4' FROM AN AIR SUPPLY REGISTER. DO NOT MOUNT SENSORS OVER A DOORWAY OR BEHIND A FULL HEIGHT DOOR. SENSORS SHALL BE AIMED IN THE DIRECTION OF THE SPACE TO BE COVERED. DO NOT AIM SENSORS TOWARD A DOORWAY. THE USE OF FACTORY SUPPLIED INTERNAL MASKING (PIR) SHALL BE PROVIDED/INSTALLED AS REQUIRED TO LIMIT DETECTION TO WITHIN THE CONTROLLED SPACE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND AIM SENSORS IN THE CORRECT LOCATION REQUIRED FOR COMPLETE AND PROPER VOLUMETRIC COVERAGE PER THE MANUFACTURER'S RECOMMENDATIONS. ROOMS SHALL HAVE NINETY (90) TO ONE HUNDRED (100) PERCENT COVERAGE AND SHALL ACCOMMODATE ALL HABITS OF SINGLE OR MULTIPLE OCCUPANTS AT ANY LOCATION WITHIN THE ROOM. THE LOCATIONS AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS THAT ARE TO BE PROVIDED WITH SENSORS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS AS REQUIRED TO PROPERLY AND COMPLETELY COVER THE RESPECTIVE ROOM. WHERE PIR-ONLY WIRELESS CEILING OR FIXTURE-INTEGRAL OCCUPANCY SENSORS ARE UTILIZED, PROVIDE QUANTITY AS REQUIRED TO MAINTAIN THE SAME COVERAGE AND SAME MOVEMENT DETECTION SENSITIVITY AS PROVIDED BY WIRED DUAL TECHNOLOGY SENSORS. ADDITIONALLY, IT MAY BE NECESSARY FOR THE CONTRACTOR TO MAKE ADJUSTMENTS, CHANGE THE LOCATION OR TYPE OF SENSOR TO OBTAIN PROPER OPERATION IN A SPECIFIC ROOM. THE USE OF FACTORY-SUPPLIED INTERNAL MASKING (PIR) SHALL BE PROVIDED/INSTALLED AS REQUIRED TO LIMIT DETECTION TO WITHIN THE CONTROLLED SPACE ONLY. WHERE MASKING IS NOT AVAILABLE AS A FACTORY-SUPPLIED ITEM, ALTERNATE FACTORY-SUPPLIED MEANS OF COMPLIANCE OR METHODS MAY BE ACCEPTABLE. THE CONTRACTOR SHALL HAVE FINAL RESPONSIBILITY FOR PROPER OPERATION OF THE SYSTEM IN EACH ROOM AND SHOULD THEREFORE MAKE LABOR ALLOWANCES FOR CHANGES AND ADJUSTMENTS. h.PROVIDE CONTROL UNITS AND SYSTEM FUNCTIONALITY AS FOLLOWS: CONTINUOUS DIMMING CONTROLS: SYSTEM-BASED WALL OR CEILING MOUNTED OCCUPANCY SENSORS (CONTINUOUS DIMMED - AUTO ON 50%/MANUAL ON 100%) SHALL BE PROVIDED WITH CONTROL UNITS TO PERFORM THE FIXTURE DIMMING REQUIREMENTS INDICATED BY THE BALLAST AND FIXTURE TYPE. SWITCH LEG INDICATED OUTSIDE THE PARENTHESIS TO BE CONFIGURED AS "AUTO ON 50%/MANUAL ON 100%" FOR CONTINUOUS DIMMED. SWITCH LEGS INSIDE PARENTHESIS INDICATES A MANUAL ACTION REQUIRED TO INCREASE LIGHTING LEVELS ABOVE 50%. CONTROL UNITS WITH INTEGRAL TRANSFORMERS SHALL BE UTILIZED TO PROVIDE POWER TO OCCUPANCY SENSORS AND OTHER CONTROL DEVICES. CONTROL UNITS SHALL BE LOCATED WITHIN JUNCTION BOXES AND NOT EXPOSED IN THE CEILING SPACE. CONTROL UNIT SHALL BE 120/277 VOLT RATED WITH NO MINIMUM LOAD, COMPATIBLE WITH ALL THE SPECIFIED BALLASTS PROVIDED WITH A NEUTRAL CONNECTION (NO LEAKAGE TO GROUND) AND NO LEAKAGE TO LOAD IN THE "OFF" MODE. ADDITIONAL RELAY ZONES MAY BE REQUIRED FOR THE ADDITION OF PRIMARY DAYLIT, SECONDARY DAYLIT, AND PRIMARY SKYLIT UTILIZING THE SAME CONTROL CHANNEL. (I.E. EVEN THOUGH A SINGLE LETTER "a" IS INDICATED AT THE PRIMARY SENSOR), ADDITIONAL RELAYS WOULD BE REQUIRED FOR THE "a+" (PRIMARY SIDELIT DAYLIT ZONE), "a++" (SECONDARY SIDELIT DAYLIT ZONE), AND "a*" (SKYLIT DAYLIT ZONE). WHERE MORE THAN ONE CIRCUIT/THREE SWITCH LEGS/THREE RELAY ZONES ARE REQUIRED, PROVIDE ADDITIONAL FULL FEATURE CONTROL UNITS AS REQUIRED. 1) DISTRIBUTED LIGHTING CONTROLS SYSTEM SPECIFICATIONS (OCCUPANCY / VACANCY SENSORS AND DAYLIGHTING CONTROLS): AUTOMATIC DAYLIGHTING CONTROLS SHALL BE CONNECTED TO CONTROL UNITS TO PERFORM THE FIXTURE SWITCHING/DIMMING REQUIREMENTS INDICATED BY THE DRAWINGS - CONNECTIONS DIRECTLY TO A BALLAST ARE NOT ALLOWED. SEE LIGHTING PLAN DRAWINGS FOR DISTRIBUTED LIGHTING CONTROL SYSTEM (DLCS) SPECIFICS, SPACE SPECIFIC CONFIGURATIONS/REQUIREMENTS, AS WELL AS FIXTURE BALLAST/DRIVER CONFIGURATIONS. d.EACH DAYLIGHTING CONTROL SYSTEM/ZONE SHALL BE INSTALLED/ADJUSTED AS FOLLOWS: 1)AUTOMATIC SWITCHING/DIMMING CONTROL PLACEMENT: IT IS IMPORTANT TO SELECT A LOCATION IN THE DAYLIGHTING ZONE WHERE THE DAYLIGHT CONTRIBUTION IS REPRESENTATIVE OF THE DAYLIGHTING THROUGHOUT THE ZONE. A GOOD LOCATION IS OFTEN BETWEEN THE WINDOW AND/OR DAYLIGHTING SOURCE AND THE FIRST ROW OF LIGHTING FIXTURES. AVOID INSTALLATIONS WITHIN 6'-0" OF A WINDOW, MORE THAN 15'-0" FROM A WINDOW, AND LESS THAN 4'-0" TO A LIGHTING FIXTURE WITH INDIRECT DISTRIBUTION. 2)AUTOMATIC STEP-DIMMED/CONTINUOUS DIMMING CONTROLS SHALL NOT BE OPERATIONAL UNTIL THE LAMPS HAVE HAD AN OPPORTUNITY TO "BURN IN" - TYPICALLY A MINIMUM OF 10 HOURS - OR GREATER AS RECOMMENDED BY THE RESPECTIVE LAMP AND BALLAST MANUFACTURERS. 3)AUTOMATIC SWITCHING/STEP-DIMMED CONTROL SETTINGS: 4)AUTOMATIC CONTINUOUS DIMMING CONTROL SETTINGS SHALL BE SET USING AN ILLUMINANCE METER, AT A LOCATION FURTHEST FROM THE DAYLIGHT SOURCE, AS FOLLOWS: -NIGHT CONDITIONS/SETTING: SET AND ADJUST THE ILLUMINANCE LEVELS TO BE PER THE "TARGET ILLUMINATION" SYMBOL VALUE - SEE DLCS SOO/ZONE SCHEDULE. THE VALUE MUST BE AT OR BELOW THE "TARGET ILLUMINATION" SYMBOL VALUE. -DAY CONDITIONS/SETTING: WITH WINDOW COVERINGS IN THE "OPEN" POSITION AND THE DAYLIGHT CONTRIBUTION (LIGHTS OFF) AT A MAXIMUM OF 75% OF THE "TARGET ILLUMINATION" SYMBOL VALUE, SET AND ADJUST THE COMBINED ARTIFICIAL ILLUMINATION AND DAYLIGHTING ILLUMINATION TO MEET THE SYMBOL VALUE AT THE SAME LOCATION/POSITION OF THE NIGHT SETTINGS. CONTRACTOR SHALL INCLUDE ALL COST IN THE BASE BID AND PROVIDE THE FOLLOWING WORK FOR EVERY CONTROL ZONE: INITIAL SETTINGS AS INDICATED ON SOO/ZONE SCHEDULE. COMMISSIONING OF EACH LIGHTING CONTROL DEVICE/ZONE PER NOTES BELOW. A FOLLOW UP SETTING(S) ADJUSTMENT, AS DICTATED BY THE ELECTRICAL ENGINEER, BASED UPON A REVIEW OF THE RESULTS OF THE CONTRACTOR'S COMMISSIONING EFFORT AND FINAL PUNCH LIST. REGARDLESS OF THE LESSER REQUIREMENTS OF ANY AHJ COMMISSIONING FORMS, THE FOLLOWING MINIMUM COMMISSIONING ITEMS MUST BE COMPLETED FOR EACH DEVICE/LIGHTING CONTROL ZONE: MEASURED LIGHTING POWER (KW) AT THE FULLY DIMMED CONDITION. MEASURED LIGHTING POWER (KW) AT FULL LIGHT OUTPUT. ONLY LIGHTING FIXTURES IN THE DAYLIGHTING ZONE ARE AFFECTED BY THE DAYLIGHTING CONTROLS. LIGHTING POWER IS REDUCED BY AT LEAST 50% IN WINDOW DAYLIT AREAS AND 65% IN SKYLIGHT DAYLIT AREAS. DIMMING SYSTEMS PROVIDE FLICKER FREE OPERATION. ILLUMINATION LEVELS, LOCATIONS OF MEASUREMENTS, SPECIFIC DEVICE SETTINGS ARE DOCUMENTED ON AS-BUILTS. 4) WHERE ADDITIONAL 120/ 277 VOLT DEVICES, RECEPTACLES, OR BRANCH CIRCUITS ARE BEING CONTROLLED BY THE ROOM CONTROLLER, AN ADDITIONAL CONTROL UNIT SHALL BE PROVIDED AS REQUIRED. 1) 2) 3) NETWORK SEGMENT MANAGER OR BORDER ROUTER WITH NATIVE BACnet IP - QUANTITY AS REQUIRED BASED UPON A MAXIMUM OF 100 LOCAL ROOM NETWORKS PER SEGMENT AND A MINIMUM OF ONE SEGMENT MANAGER PER FLOOR. THIS EQUIPMENT SHALL BE LOCATED IN THE TYPICAL FLOOR ELECTRICAL ROOM. ALL EQUIPMENT SHALL FEATURE A PRE-SET DEFAULT OPERATION. UPON INITIAL POWER UP, THE SYSTEM SHALL AUTOMATICALLY IDENTIFY THE DEVICES ON THE LOCAL NETWORK, THEN ENTERS THE PRE-SET CONFIGURATION TO ALLOW BASIC OPERATION OF ALL DEVICES. IN MOST APPLICATIONS THE RELATIONSHIP BETWEEN QUANTITY OF LOADS, SWITCHES AND OCCUPANCY SENSORS WILL NOT REQUIRE ANY ADJUSTMENTS - ALTHOUGH AN ADJUSTMENT TO THE AUTOMATIC SETTINGS SHALL BE INCLUDED IN THE BASE BID. ALL EQUIPMENT SHALL FEATURE A CONFIGURATION (CONFIG) BUTTON ON MOST DEVICES THAT ALLOWS EASY ACCESS TO THE INTEGRATED AUTO-CONFIGURATION TECHNOLOGY TO MODIFY SYSTEM OPERATION. FUNCTIONALITY OF THE CONFIG BUTTON SHALL BE STANDARDIZED THROUGHOUT THE PRODUCT LINE, AS IS THE OPERATION OF THE CONFIG LED INDICATORS. GENERAL SYSTEM REQUIREMENTS: b. a. 3.ALL PRODUCTS LISTED IN THIS SPECIFICATION ARE BASED UPON PRODUCTS LISTED ON THIS SHEET. THE FEATURES AND CHARACTERISTICS OF THE PRODUCT LITERATURE AND SPECIFICATION SHEETS AVAILABLE ON THE VARIOUS MANUFACTURER'S WEB-SITES ARE INCLUDED IN THE REQUIREMENT OF THESE SPECIFICATIONS. ALL DLCS NETWORKED/NON-NETWORKED SYSTEM-BASED AND STANDALONE COMPONENTS SHALL BE PROVIDED BY A SINGLE MANUFACTURER. e. CONTRACTOR TO UTILIZE THE PHOTOSENSOR AUTOMATIC CALIBRATION AND SETPOINT FUNCTIONS TO ESTABLISH THE OPTIMAL ON/OFF SETPOINTS, TIME DELAYS AND DEADBAND SETTINGS FOR EACH CONTROL ZONE INDICATED WITH DAYLIGHTING CONTROLS. -RAMP UP/DOWN RATES/CUT-OFF TIME DELAY. 7) PROVIDE DATA OUTLET/PATHWAY, DATA CABLING (IF REQUIRED ELSEWHERE BY PROJECT DOCUMENTS), AND CONNECTION TO THE PROJECT'S LOCAL AREA NETWORK. 3) CONNECT ALL DEVICES AS REQUIRED. UNLESS PROHIBITED BY LOCAL CODE, CONNECTIONS SHALL BE MADE WIRELESSLY OR WITH PLENUM-RATED CABLING ROUTED NEATLY INTO AND ABOVE THE ACCESSIBLE CEILING. CABLES SHALL BE SUPPORTED WITH DEDICATED SUPPORT WIRES AND J-HOOKS. WHERE LOCAL CODE OR PROJECT SPECIFICATIONS REQUIRES LOW VOLTAGE CABLING TO BE ROUTED IN CONDUIT, INCLUDE ALL COSTS IN BASE BID TO PROVIDE APPROPRIATELY-SIZED SYSTEM OF CONDUITS AND JUNCTION BOXES TO ROUTE CONNECTION CABLING. J-BOXES/CONTROLLERS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS AND NEVER IN HARD-LID CEILING AREAS. PRE-TERMINATED CABLING SHALL BE PROVIDED BY THE SYSTEM MANUFACTURER AND SHALL BE GREEN IN COLOR UNLESS IT IS ROUTED IN AN EXPOSED CEILING CONDITION WHERE IT SHALL BE BLACK, WHITE OR GRAY AS DIRECTED BY THE ARCHITECT. g. INCLUDE ALL COSTS IN BASE BID TO PROVIDE 120V CIRCUIT(S) AND RECEPTACLE(S) NECESSARY TO POWER ALL NETWORK SEGMENT MANAGERS, SWITCHES AND ROUTERS. i.WHEN LIGHTING SYSTEM IS INDICATED WITH A CONNECTION TO A REMOTE EMERGENCY POWER SOURCE (I.E. AN INVERTER OR GENERATOR) PROVIDE UL924 LISTED INTERFACE EQUIPMENT TO ALLOW THE OVERRIDE OF THE LOCAL SWITCHING AND/OR DIMMING CONTROLS DURING A POWER OUTAGE. 2.ALL PRODUCTS SHALL BE BACKED BY A FIVE YEAR MANUFACTURER'S WARRANTY. DAYLIGHT SENSOR SHALL PROVIDE CONTROLS FOR UP TO THREE DISTINCT LIGHTING ZONES TO ALLOW SEPARATE CONTROL OF PRIMARY DAYLIT, SECONDARY DAYLIT, AND SKYLIT ZONES. 4) 2) WHERE CODE OR LOCAL AHJ REQUIREMENTS REQUIRE THE INSTALLATION OF ALL LOW-VOLTAGE CONDUCTORS TO BE INSTALLED IN CONDUIT - CONTRACTOR TO PROVIDE ALL REQUIRED MANUFACTURER SPECIFIC EQUIPMENT JUNCTION BOXES AND CONDUIT ADAPTERS AS REQUIRED. i. - - - - - - - - - j.WHEN LIGHTING FIXTURES/CONTROLS ARE PROVIDED WITH LUTRON 3-WIRE DIMMING BALLASTS, AN INTERFACE DEVICE SHALL BE PROVIDED TO ALLOW 0-10V CONTROL OF LUTRON 3-WIRE DIMMING BALLASTS. MOUNT INTERFACE IN A NEMA1 ENCLOSURE IN ACCESSIBLE CEILING SPACE ADJACENT TO ITS ASSOCIATED CONTROL UNIT. NETWORK BRIDGE CONNECTING THE SEGMENT MANAGER TO THE CONTROLLER SUB/LOCAL NETWORK. g.WHEN THE PROJECT REQUIRES TWENTY-FIVE (25) OR MORE CEILING MOUNTED SENSORS, CONTRACTOR TO PROVIDE A REMOTE CONTROL PROGRAMMING/CONTROL DEVICE, AND HAND IT TO THE OWNER AT THE END OF THE PROJECT. k.WHEN LIGHTING FIXTURES/CONTROLS ARE LINE VOLTAGE DIMMED OR PROVIDED ELECTRONIC LOW-VOLTAGE, MAGNETIC LOW-VOLTAGE, NEON/COLD CATHODE, LUTRON "TU-WIRE" DIMMING BALLASTS, AN INTERFACE DEVICE SHALL BE PROVIDED TO ALLOW LINE VOLTAGE CONTROL. MOUNT INTERFACE IN A NEMA1 ENCLOSURE IN ACCESSIBLE CEILING SPACE ADJACENT TO ITS ASSOCIATED CONTROL UNIT. THE OCCUPANCY SENSOR CONTROLLED RECEPTACLE BRANCH CIRCUIT RELAY, CONNECTED TO THE SPACE'S DISTRIBUTED LIGHTING CONTROL OCCUPANCY SENSOR RELAY, SHALL TURN ON WHEN THE ROOM IS OCCUPIED, REGARDLESS OF THE CONFIGURATION OF THE LIGHTING CONTROL STATE - I.E. AUTO ON/MANUAL ON. SEE THE DISTRIBUTED LIGHTING CONTROL SPECIFICATION FOR MORE INFORMATION. EVEN THOUGH A SINGLE SYMBOL IS INDICATED, MULTIPLE RELAYS MAY BE REQUIRED TO CONTROL THE REQUIRED NUMBER OF SWITCHLEGS/CIRCUITS. 3) LOW VOLTAGE WALL CONTROLS SHALL BE DECORA STYLE, LOW-VOLTAGE, MOMENTARY SWITCHES WITH COLOR TO MATCH OTHER WALL DEVICES/SWITCHES. LOWER CASE LETTERS INDICATE SWITCHING CONFIGURATION. PROVIDE SWITCHING OR DIMMING CONTROL DEVICES AS REQUIRED BY DRAWINGS. DIMMING - NUMBER OF SWITCHES AS REQUIRED - 4 ZONES/YOKE MAX. EACH CONTROL ZONE TO HAVE A DEDICATED RAISE AND LOWER BUTTONS. FACTORY STANDARD COLOR BY ARCHITECT. EACH MULTI-ZONE DIMMING CONTROL STATION SHALL BE PROVIDED WITH MASTER ON AND MASTER OFF BUTTON IN ADDITION TO THE INDIVIDUAL CONTROL ZONE BUTTONS. WHERE INDICATED, PROVIDE A LOCKING SINGLE POLE SWITCH CONNECTED TO THE ROOM CONTROLLER VIA A INPUT/OUTPUT INTERFACE DEVICE FOR ON/OFF CONTROLS. DIRECT CONNECTION OF THE KEYED SWITCH ON THE LOAD SIDE OF THE CONTROLLER IS PROHIBITED. PROVIDE AT LEAST THREE (3) KEYS TO OWNER AT CONCLUSION OF PROJECT. ADJACENT SWITCH SHALL ONLY BRING LIGHTS FULL ON. KEYED SWITCH ALLOWS MANUAL OFF FUNCTIONALITY. DIMMER SWITCH ALLOWS AUTO-ON 50% OVERRIDE TO 100% ALL-ON AND SHALL NOT ALLOW LIGHTING LEVELS TO DECREASE IN ANY WAY. 5) 6) ALL CORRIDORS, WAREHOUSE AISLE WAYS, AND STAIRWELLS SHALL BE PROVIDED WITH DUAL MODE CORRIDOR/STAIRWAY CONTROLS TO INCLUDE CEC-LISTED TIME CLOCK(S), ROUTERS, OR SYSTEM GATEWAYS, INTERPOSING RELAYS (WHEN INTERFACING WITH EXISTING CEC-LISTED RELAY PANELS), WIRING, 120V POWER, PROGRAMMING, ETC. NECESSARY FOR A COMPLETE AND FUNCTIONING CONTROL SYSTEM. INCLUDE ALL COSTS IN BASE BID TO PROVIDE 120V CIRCUIT(S) AND RECEPTACLE(S) NECESSARY TO POWER ALL DEMAND RESPONSE EQUIPMENT. THE CONTRACTOR TO INCLUDE ALL COSTS TO ENSURE THAT PROGRAMMING IS PERFORMED BY A FACTORY PERSON OR AUTHORIZED TECHNICIAN. FACTORY TECHNICIAN TO ALSO PROVIDE USER/OWNER TRAINING AT TURNOVER OF BUILDING WITH A SECOND TRAINING 60 TO 90 DAYS AFTER OCCUPANCY. TRAINING TO INCLUDE SYSTEM OVERVIEW, TRAINING ON SYSTEM SOFTWARE, PREVENTATIVE MAINTENANCE, SERVICE AND SUPPORT INFORMATION THAT IS DEEMED NECESSARY TO FAMILIARIZE THE OWNER'S PERSONNEL WITH THE OPERATION, USE, MAINTENANCE, ADJUSTMENT, AND PROBLEM SOLVING DIAGNOSIS OF THE OCCUPANCY SENSING DEVICES AND LIGHTING CONTROL SYSTEMS. h. WHERE INDICATED, PROVIDE VANDAL RESISTANT, HIGH ABUSE SWITCH CONNECTED TO THE DLCS INPUT/OUTPUT INTERFACE DEVICE FOR ON/ OFF AND DIMMING CONTROLS. SWITCHES LOCATED IN HIGH ABUSE AREAS (EXTERIOR AREAS OR AREAS SUBJECT TO WASH-DOWN ETC.) OR IDENTIFIED ON PLANS AS HIGH-ABUSE SWITCHES SHALL BE VANDAL RESISTANT, STAINLESS STEEL, TOUCH SENSITIVE AND AVAILABLE WITH UP TO TWO BUTTONS IN A SINGLE GANG. EACH HIGH ABUSE SWITCH SHALL BE ABLE TO BE PROGRAMMED FOR ON, OFF, TOGGLE OR MAINTAIN OPERATION. SWITCHES MUST BE CAPABLE OF HANDLING ELECTROSTATIC DISCHARGES OF AT LEAST 30,000 VOLTS (1CMSPARK) WITHOUT ANY INTERRUPTION OR FAILURE IN OPERATION. STANDALONE: WALL MOUNTED OCCUPANCY SENSORS SHALL BE UL LISTED AND HAVE A MINIMUM LOAD CAPACITY OF 800 WATTS AT 120 VOLTS AND 1200 WATTS AT 277 VOLTS. WALL SENSORS SHALL ALSO BE DECORA STYLE, WITH A LOW-PROFILE APPEARANCE AND A HARD LENS FOR DURABILITY. SENSOR SHALL UTILIZE PASSIVE INFRARED TECHNOLOGY (PIR) AND ULTRASONIC/MICROPHONIC TECHNOLOGY. UNIT SHALL BE RATED FOR 120/277 VOLT WITH NO MINIMUM LOAD, COMPATIBLE WITH ALL THE SPECIFIED BALLASTS, PROVIDED WITH A NEUTRAL CONNECTION (NO LEAKAGE TO GROUND) AND NO LEAKAGE TO LOAD IN THE "OFF" MODE. SENSOR SHALL BE UTILIZED IN SPACES NOT EXCEEDING 150 SQ.FT. SINGLE RELAY SENSORS SHALL BE CONFIGURED WITH THE RELAY IN A "MANUAL ON/ AUTO OFF" SETTING. DUAL RELAY SENSORS SHALL BE CONFIGURED WITH THE FIRST RELAY IN A "AUTOMATIC ON/ AUTOMATIC OFF" SETTING AND THE SECOND RELAY IN A "MANUAL ON/ AUTOMATIC OFF" SETTING. FACTORY STANDARD COLOR TO BE APPROVED BY ARCHITECT. SYSTEM-BASED (NETWORK OR NON-NETWORK): THE OCCUPANCY SENSOR SYMBOL SHALL REPRESENT A LOW VOLTAGE, WALL MOUNTED OCCUPANCY SENSOR CONNECTED TO A CONTROL UNIT(S) AS REQUIRED. SENSOR SHALL BE DECORA STYLE WITH A LOW-PROFILE APPEARANCE, HAVE ON/OFF/RAISE/LOWER BUTTONS, AND A HARD LENS FOR DURABILITY. FACTORY STANDARD COLOR TO BE APPROVED BY ARCHITECT. d."H" AT THE OCCUPANCY SENSOR INDICATES CONNECTION TO AUXILIARY OUTPUT CONTROL DEVICE FOR CONTROL OF A THIRD PARTY DEVICE VIA LOW-VOLTAGE CONTACT CLOSURES - 1 AMP @ 24V AC/DC. NC/NO RELAYS SHALL BE CONNECTED TO A CONTROLLER TO PERFORM THE AUXILIARY CONTROL REQUIREMENTS INDICATED BY THE DRAWINGS. e.OCCUPANCY SENSORS LOCATED WITHIN CORRIDORS, HALLWAYS, STAIRWAYS/WELLS, AISLEWAYS WITHIN WAREHOUSE SPACES, AND IN OTHER AREAS PER PLANS AND/OR SOO SHALL BE CONFIGURED TO CREATE DUAL MODE CONTROL FUNCTIONALITY PER THE SOO/ZONE SCHEDULE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL DEVICES AND WIRING REQUIRED FOR DUAL MODE OPERATIONS AND ANY PROGRAMMING/CONFIGURATION OF TIME-BASED OPERATING PARAMETERS. COORDINATE WITH OWNER TO DETERMINE BUSINESS HOUR/AFTER BUSINESS HOUR MODES. IF THE PLANS IDENTIFY A NEW OR EXISTING LIGHTING CONTROL PANEL AS THE SOURCE OF DUAL MODE TIMING, E.C. SHALL INCLUDE ALL COSTS TO INSTALL ANY NECESSARY I/O TERMINALS, CARDS, ETC. TO MAKE THE SYSTEM FULLY FUNCTIONAL. f.NETWORK SYSTEM-BASED DLCS SYSTEMS SHALL PROVIDE/RESULT IN "LADDERLESS COMMISSIONING" OF DAYLIGHT CONTROLS. AT A MINIMUM, NETWORK ACQUIRED DATA SHALL PROVIDE CT-BASED LIGHTING POWER (WATTS) MEASUREMENTS PER THE COMMISSIONING PORTION OF THESE REQUIREMENTS. PROVIDE NETWORKED CONTROL UNITS/POWER PACKS/INTERFACES AND MISCELLANEOUS EQUIPMENT AS FOLLOWS: 13. 14. INSTALL LINE VOLTAGE CONDUCTORS, LOW VOLTAGE CONDUCTORS AND COMMUNICATIONS CABLING BETWEEN LIGHTING FIXTURES AND DLCS COMPONENTS PER THE DLCS MANUFACTURER'S RECOMMENDATIONS REGARDING CONDUCTOR ROUTING, CONDUCTOR SEPARATION AND CONDUCTOR TERMINATIONS. CONTRACTOR SHALL UTILIZE INSTALLATION MEANS AND METHODS THAT DO NOT COMPROMISE THE DLCS SYSTEM WARRANTY. h. l.WHEN AV SYSTEM INTERFACE IS INDICATED, PROVIDE TWO-WAY CAPABLE RS-232 COMMUNICATIONS INTERFACE TO ALLOW AV CONTROL SYSTEM TO CALL ADDRESSABLE LIGHTING/ROOM SCENES. COMMUNICATIONS INTERFACE SHALL PROVIDE FEEDBACK TO THE AV CONTROL SYSTEM FOR LIGHT LEVEL STATUS. m.WHEN MOVEABLE PARTITION INTERFACE IS INDICATED, PROVIDE ALL COMPONENTS, SENSORS, WIRING, POWER SUPPLIES AND PROGRAMMING NECESSARY TO MONITOR AND REPORT MOVEABLE PARTITION(S) OPEN/CLOSED STATUS. DLCS SYSTEM SHALL AUTOMATICALLY ADOPT SINGLE ROOM OR MULTI-ROOM CONTROL PROFILES AS REQUIRED BY PARTITION STATUS. NETWORK DLCS SYSTEM CONTROL/CONFIGURATION SOFTWARE SHALL BE PRE-CONFIGURED TO THE MAXIMUM EXTENT POSSIBLE OFF-SITE AT THE DLCS FACTORY OR ENGINEERING FACILITY. THE CONTRACTOR SHALL DOCUMENT EVERY NETWORK COMPONENT'S LOCATION (ROOM AND FLOOR NUMBER) AND ITS' RESPECTIVE SERIAL NUMBER OR OTHER DEVICE IDENTIFIER ON A FULL SIZE FLOOR PLAN IN PDF FORMAT. HANDWRITTEN DOCUMENTATION IS UNACCEPTABLE. THE PREFERRED ACCEPTABLE METHOD OF NETWORK COMPONENT DOCUMENTATION IS COLLECTION OF FACTORY-PROVIDED, SELF-ADHESIVE, BAR-CODE IDENTIFIERS DESIGNED TO BE REMOVED FROM NETWORK COMPONENTS AS THEY ARE INSTALLED IN THE FIELD. BAR CODES IDENTIFIERS SHALL BE APPLIED TO A PAPER COPY OF A FLOOR PLAN WHICH SHALL BE PROVIDED TO THE FACTORY FOR USE IN OFF-SITE DLCS NETWORK PROGRAMMING AND CONFIGURATION. THE RESULTS OF EITHER METHOD SHALL BE SCANNED AND SUBMITTED AS A PART OF THE PROJECT CLOSEOUT DOCUMENTATION. c. n.WHEN NETWORKED LIGHTING CONTROL RELAY PANEL(S) ARE INDICATED, PROVIDE ALL COMPONENTS, WIRING, AND PROGRAMMING NECESSARY TO INTEGRATE RELAY PANELS WITHIN THE DLCS SYSTEM. NETWORK SYSTEMS SHALL BE INSTALLED BY VENDOR-CERTIFIED CONTRACTOR FIELD PERSONNEL TO PERFORM NETWORK INSTALLATIONS INCLUDING ACCURATE, REPEATABLE COMMUNICATIONS CABLING TERMINATIONS (BOTH LAN AND MS/TP TYPE). INCLUDE CERTIFICATES FOR EACH CERTIFIED INSTALLER TO BE UTILIZED ON THE PROJECT AS A PART OF THE PROJECT SUBMITTALS. A CERTIFIED FIELD INSTALLER SHALL BE ON-SITE SUPERVISING COMMUNICATIONS CABLING AND CABLING TERMINATIONS AT ALL TIMES WHEN THIS WORK IS OCCURRING ON THE PROJECT. d. UNLESS PROHIBITED BY LOCAL CODE, ALL CONTROL UNITS SHALL BE PLENUM-RATED. WHERE CONTROL UNITS ARE LOCATED IN EXPOSED CEILING SPACES, INCLUDE ALL COSTS IN BASE BID TO PROVIDE APPROPRIATELY-SIZED VENTILATED CONTROL UNIT ENCLOSURES FOR CONCEALMENT. COLOR OF ENCLOSURE PER ARCHITECT. j. SYSTEM-BASED (NETWORK OR NON-NETWORK) OR STANDALONE CEILING MOUNTED OCCUPANCY SENSORS SHALL SHALL REPRESENT A LOW VOLTAGE, CEILING-MOUNTED OCCUPANCY SENSOR WITH A LOW-PROFILE APPEARANCE AND SHALL BE CONFIGURED IN ONE OF THE FOLLOWING WAYS AS INDICATED ON THE DRAWINGS: - AUTO ON: a/b - SWITCHED: AUTO ON a / MANUAL ON b - CONTINUOUS DIMMED: AUTO ON 50% a / MANUAL ON 100% a SENSOR(S) SHALL UTILIZE DUAL TECHNOLOGY (PIR AND ULTRASONIC/MICROPHONIC TECHNOLOGY) WITH 360 DEGREE COVERAGE. IN SPACES WITH DESKTOP ACTIVITIES, THE COVERAGE SHALL BE "HAND MOTION" AND SHALL NOT EXCEED 500 SQ. FT. AT A MAXIMUM CEILING HEIGHT OF 10 FT. IN CORRIDORS, STORAGE ROOMS AND OTHER SPACES WITH NON-DESKTOP ACTIVITIES, COVERAGE SHALL BE "HALF-STEP, WALKING MOTION" AND SHALL NOT EXCEED 1200 SQ. FT. AT A MAXIMUM CEILING HEIGHT OF 10 FT. PIR-ONLY WIRELESS OCCUPANCY SENSORS SHALL NOT BE UTILIZED IN RESTROOMS OR LOCKER ROOMS. DEMONSTRATE DLCS RESPONSE TO A SIMULATED DEMAND RESPONSE REQUEST AS PART OF THE LIGHTING COMMISSIONING PROCESS. WHERE MORE THAN ONE WIRING TOPOLOGY AND/OR ZONE IS REQUIRED TO ACCOMPLISH DEMAND RESPONSE - ALL WIRING TOPOLOGIES AND ZONES SHALL BE TESTED ACCORDINGLY. SEE DLCS SOO FOR POWER REDUCTION PERCENTAGES BY ROOM TYPE THAT SHALL BE UTILIZED IN THE SIMULATED DEMAND RESPONSE TESTING. 4) 1. DEMAND RESPONSE TESTING, RECORDING, PRE-TEST, "OCCUPIED" STEADY-STATE LIGHTING POWER (KW) & SIMULATED DEMAND RESPONSE LIGHTING POWER (KW) DEMONSTRATING AN OVERALL 10% ENERGY REDUCTION. - 15. d. a.PRIOR TO NETWORK SYSTEM FACTORY START-UP, THE CONTRACTOR SHALL 1) TEST ALL COMMUNICATIONS CABLING FOR SHORTS, POLARITY REVERSALS AND BAD TERMINATIONS/CONNECTIONS AND MAKE NECESSARY REPAIRS AND 2) DEMONSTRATE FULL CONNECTIVITY TO ALL NETWORK AND LOCAL (IN-ROOM) DEVICES VIA MS/TP CAPTURE OR OTHER VENDOR SPECIFIC TESTING PROCESS. CONTRACTOR SHALL PROVIDE A TEST REPORT OUTLINING TEST COMPLETION AND ANY REPAIRS MADE AND CERTIFY THAT NETWORK DEVICE AND LOCAL DEVICE CONNECTIVITY HAS BEEN ACHIEVED PRIOR TO SCHEDULED FACTORY START-UP. BASED ON PAST PROJECT EXPERIENCE, FAILURE TO PERFORM ANY OF THE ABOVE STEPS HAS RESULTED IN BOTH VERY INEFFICIENT FACTORY START-UP AND PROJECT DELIVERY DELAY. ANY ADDITIONAL COSTS ARISING OUT OF A FAILURE TO COMPLETE THIS TESTING SHALL BE BORNE SOLELY BY THE CONTRACTOR. DLCS START-UP, BUILDING AUTOMATION SYSTEM (BAS) INTEGRATION, COMMISSIONING, & TRAINING NETWORK SYSTEMS SHALL BE INSPECTED, STARTED UP, CONFIGURED AND PROGRAMMED BY FACTORY START-UP TECHNICIANS TO MEET THE INTENDED INTEGRATION AND CONTROLS SCENARIOS AND FUNCTIONALITY DESIRED BY THE SYSTEM USER. EFFORT SHALL INCLUDE REQUESTING ANY END-USER SPECIFIC NETWORK ADDRESSING OR OTHER INSTRUCTIONS FOR THE DLCS TO RESIDE ON THE END-USER LAN. FOR PROJECTS WHERE THE END-USER DOES NOT WANT THE DLCS TO COMMUNICATE WITH THE END-USER LAN, CONTRACTOR SHALL PROVIDE AND CONFIGURE ALL DLCS NETWORK COMPONENTS AS REQUIRED FOR THE SYSTEM TO FUNCTION IN ISOLATION WITHOUT PERMANENT LAN OR INTERNET ACCESS. b. WHERE THE DLCS SCHEDULE INDICATES BAS INTEGRATION IS REQUIRED OR WHERE REQUIRED PER MECHANICAL & MECHANICAL CONTROLS DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR'S DLCS FACTORY TECHNICIAN SHALL ASSIST THE BAS CONTRACTOR WITH DLCS POINT INTEGRATION. THE PRIMARY OBJECTIVE OF DLCS INTEGRATION WITH THE BAS IS TO ALLOW FOR OCCUPANCY-BASED HVAC SETBACK, TO ENABLE/CONTROL LIGHTING SCHEDULES AND TO INTEGRATE ZONE OR AREA OCCUPANCY LIGHTING STATUS INTO A BAS GRAPHICAL USER INTERFACE DISPLAY BASED ON ARCHITECTURAL FLOOR PLAN(S). SECONDARY OBJECTIVES INCLUDE; REMOTE TROUBLESHOOTING OF USER COMPLAINTS, INTEGRATION INTO FUTURE CONTINUOUS COMMISSIONING SYSTEMS ETC AND AS OUTLINED IN THE MECHANICAL CONTROLS DRAWINGS AND SPECIFICATIONS AND AS FOLLOWS: c. THE PRIMARY PROTOCOL FOR INTEGRATION SHALL BE BACNET PER ANSI/ASHRAE 135-2016 – OR LATEST PUBLISHED STANDARD. 1) WHERE A DLCS NETWORK COMPONENT IS BTL (BACNET TESTING LAB)-LISTED, IT SHALL BE LABELED AS SUCH. WHERE A DLCS NETWORK COMPONENT IS FOUND TO CAUSE BACNET INTEGRATION ISSUES, THE DLCS MANUFACTURER SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO BOTH TROUBLESHOOTING THE ISSUE AND THE ULTIMATE RESOLUTION OF THE ISSUE TO INCLUDE COSTS ASSOCIATED WITH USE OF BACNET PROTOCOL ANALYZERS TO IDENTIFY THE PROBLEM UP TO AND INCLUDING LABOR, MATERIAL, EQUIPMENT, SOFTWARE CODING, FIRMWARE REVISIONS, AND RECOMMISSIONING ASSOCIATED WITH REPAIR, REPLACEMENT AND/OR ADDITIONAL COMPONENTS NEEDED TO CORRECT THE INTEGRATION ISSUE. 2) THE DLCS NETWORK SHALL BROADCAST ANY OCCUPANCY SENSOR STATUS VIA CHANGE OF VALUE TO THE BAS IN LESS THAN 5 SECONDS. POLLING BY THE DLCS AS A METHOD OF OBTAINING OCCUPANCY SENSOR VALUES IS UNACCEPTABLE DUE TO EXCESSIVE LATENCY AND RESULTANT SLOW SYSTEM RESPONSE TIME. 3) WHILE THE DLCS SHALL BE CAPABLE OF PROVIDING A MUCH LARGER VARIETY OF BACNET POINTS, THE FOLLOWING ARE REQUIRED FOR BASIC INTEGRATION AT A MINIMUM (SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR SPECIFIC POINT INTEGRATION REQUIREMENTS): 4) INTERIOR DLCS POINTS- ROOM OCCUPANCY STATE: REPORTS OCCUPIED VS UNOCCUPIED.-- INDIVIDUAL OCCUPANCY SENSOR STATE: REPORTS OCCUPIED VS UNOCCUPIED AREA(S).-- LOAD/RELAY STATE: REPORTS LIGHT FIXTURE ON /OFF STATUS.-- LOAD DIMMING LEVEL: REPORTS AUTOMATIC OR MANUAL DIMMING STATUS.-- DAYLIGHT SENSOR INHIBITING: REPORTS DAY LIGHT SENSOR HOLDING LIGHTS AT A DIMMED LEVEL.-- ROOM SCHEDULE STATE: REPORTS NORMAL VS AFTER HOURS SCHEDULE MODE.-- EXTERIOR DLCS POINTS- RELAY PANEL SCHEDULE STATE: REPORTS NORMAL VS AFTER HOURS SCHEDULE MODE.-- INDIVIDUAL RELAY STATE: REPORTS LIGHT FIXTURE ZONE ON /OFF STATUS.-- ALL OF THE ABOVE POINTS, USING THE OBJECT NAMING SCHEME PROVIDED BY THE MECHANICAL CONTROLS/BAS CONTRACTOR, SHALL BE PROVIDED TO THE BAS CONTRACTOR IN AN ELECTRONIC TABLE FORMAT TO INCLUDE; BACNET OBJECT NAME, OBJECT SERIAL NUMBER, ROOM NAME AND NUMBER FOR EACH DEVICE ON THE PROJECT. FOR RELAY PANEL-BASED OBJECTS, PROVIDE ROOM NAMES OR EXTERIOR LIGHTING ZONE NAMES AS APPROPRIATE. PROVIDE BUILDING NUMBER FOR EACH DEVICE WHERE THE PROJECT CONSISTS OF MORE THAN ONE BUILDING. SEE MECHANICAL CONTROLS DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL FORMATTING REQUIREMENTS. 5)A PROJECT-SPECIFIC BACNET OBJECT NAMING PROTOCOL SHALL BE DEVELOPED AND PROVIDED BY THE MECHANICAL CONTROLS/BAS CONTRACTOR TO BE USED BY THE DLCS CONTRACTOR IN NAMING DLCS BACNET OBJECTS INTEGRATED INTO THE BAS. CONFIRM DLCS ADDRESSING/OBJECT NAMING SCHEME WITH MECHANICAL CONTROLS/BAS CONTRACTOR PRIOR TO IMPLEMENTING IN ORDER TO REDUCE INTEGRATION CONFLICTS. 6) IN ADDITION TO A POINTS LIST TABLE, PROVIDE A SHOP DRAWING DEPICTING; THE LOCATION OF EACH OCCUPANCY AND DAYLIGHT SENSOR AND EACH SENSOR OBJECT NAME. WHERE RELAY PANELS ARE PROVIDED, ALSO INDICATE EACH INTERIOR AND EXTERIOR RELAY PANEL ZONE CONTROL AREA. 7) INCLUDE SUFFICIENT MEETING AND COORDINATION EFFORT WITH THE BAS AND MECHANICAL CONTRACTORS TO REVIEW THE ABOVE INFORMATION. WHERE OCCUPANCY SENSOR ZONES DO NOT CORRESPOND TO HVAC VARIABLE AIR VOLUME (VAV) ZONES, EC/DLCS VENDOR SHALL ASSIST THE BAS AND MECHANICAL CONTRACTORS IN RESOLVING THE CONFLICT THROUGH TROUBLESHOOTING DEVICE/OBJECT NAMING SCHEMES. 8) ANY BATTERY-POWERED DLCS COMPONENTS SHALL BE PROVIDED WITH A 10 YEAR EXPECTED BATTERY LIFE. EACH COMPONENT SHALL BE PROVIDED WITH BOTH A LOCAL LOW BATTERY INDICATION ON EACH DEVICE AND A SOFTWARE-BASED LOW BATTERY ALARM. WHERE A WIRELESS DLCS SYSTEM COMPONENT IS AVAILABLE EITHER AS A BATTERY POWERED DEVICE OR A LINE/LOW VOLTAGE POWERED DEVICE, PROVIDE THE LINE/LOW VOLTAGE VERSION ALONG WITH ANY LINE OR LOW VOLTAGE WIRING, CONDUIT AND BACK BOXES TO LIMIT THE NUMBER OF BATTERIES WITHIN THE DLCS INSTALLATION TO A MINIMUM. e. 4.DLCS COMPONENTS SHALL BE COMPLIANT WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ENERGY CODES. 5.ALL NETWORKED AND NON-NETWORKED SYSTEM-BASED DLCS SYSTEMS SHALL BE COMPLIANT WITH AND CERTIFIED TO THE FOLLOWING SECURITY STANDARDS SET FORTH IN THE LATEST PUBLISHED VERSION OF THE DESIGNLIGHTS CONSORTIUM'S "NETWORKED LIGHTING CONTROL SYSTEM TECHNICAL REQUIREMENTS" DOCUMENT (VERSION 4.0 OR LATEST PUBLISHED VERSION): "NETWORKED" - WHERE THE DLCS SCHEDULE INDICATES A SPECIFIC "SYSTEM TOPOLOGY" OPTION, PROVIDE ONE OF THE FOLLOWING:6. "NON-NETWORKED" - PROVIDE A SYSTEM-BASED DLCS THAT COMMUNICATES USING A MANUFACTURER-SPECIFIC DLCS NETWORK ALLOWING BI-DIRECTIONAL FLOW OF INFORMATION BETWEEN DEVICES SUCH AS ROOM CONTROLLERS, SENSORS, RELAY PANELS AND NETWORK CONTROLLERS. PROVIDE A DLCS GUI AND RELATED SOFTWARE TO FACILITATE REMOTE DLCS DEVICE PARAMETERS CHANGES, REMOTE CONTROL ANY DLCS ELEMENT OR DEVICE, REMOTE SCHEDULE CHANGES/IMPLEMENTATIONS, AND REMOTE DLCS COMMISSIONING AND TROUBLESHOOTING. A NETWORKED SYSTEM TOPOLOGY SHALL BE CONFIGURED TO RESPOND TO LOCAL UTILITY DEMAND RESPONSE SIGNALS. "STAND ALONE" - PROVIDE A SYSTEM-BASED DLCS THAT COULD BE MADE TO COMMUNICATE USING A MANUFACTURER-SPECIFIC DLCS NETWORK, BUT FOR THIS PROJECT IS CONFIGURED WITHOUT ANY NETWORK CONNECTIVITY OR NETWORK COMPONENTS, EXCEPT FOR ANY NETWORK COMPONENTS REQUIRED FOR DUAL MODE CONTROL FOR CORRIDORS, WAREHOUSE AISLES ETC OR WHERE REQUIRED FOR BAS INTEGRATION REQUIRED IN THE DLCS SCHEDULE OR ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. IN A "NON-NETWORKED" DLCS, DEMAND RESPONSE CAPABILITY IS NOT REQUIRED. PROVIDE INDIVIDUAL WALL SENSORS/CONTROLS - OPERATING AT 120V OR 277V. GENERALLY, STANDALONE COMPONENT INSTALLATIONS ARE TO BE AVOIDED AND ARE LIMITED TO USE IN SMALL ROOMS WHERE ADVANCED CONTROLS, DIMMING CAPABILITY, DEMAND RESPONSE, DUAL MODE CONTROL AND/OR NETWORK CONNECTIVITY ARE NOT REQUIRED BY APPLICABLE ENERGY CODE AND WHERE ACCEPTABLE TO AN END-USER. "WIRED" - WHERE THE DLCS SCHEDULE INDICATES A SPECIFIC "COMMUNICATIONS TOPOLOGY" OPTION, PROVIDE ONE OF THE FOLLOWING: 7. "WIRELESS" - PROVIDE WIRING, AS REQUIRED, TO INTERCONNECT DLCS DEVICES. WIRING MAY BE A COMBINATION OF LOW AND LINE VOLTAGE CONDUCTORS BASED ON SPECIFIC MANUFACTURER REQUIREMENTS. "HYBRID" - PROVIDE WIRELESS CONNECTIVITY BETWEEN WALL CONTROLS, WALL, CEILING OR FIXTURE-INTEGRATED SENSORS, ROOM CONTROLLERS, WIRELESS ROUTER(S), AND WIRELESS NETWORK BRIDGES. CONTRACTOR SHALL PROVIDE WIRELESS ROUTERS, QTY AS REQUIRED, TO MAINTAIN ROBUST COMMUNICATIONS WITH ALL WIRELESS DEVICES. ROBUST MEANS THAT A CHANGE OF VALUE FROM OR TO ANY DLCS SYSTEM COMPONENT FROM OR TO AN APPLICABLE WIRELESS ROUTER/BRIDGE OCCURS IN LESS THAN 3 SECONDS. WHERE A SOLELY WIRELESS DLCS TOPOLOGY IS DEEMED INADEQUATE BASED ON OPERATIONAL OR AESTHETIC REASONS, A WIRELESS TOPOLOGY SHALL BE AUGMENTED WITH WIRED SYSTEM TO FORM A HYBRID COMMUNICATIONS TOPOLOGY. AREAS REQUIRING WIRED CONNECTIVITY SHALL BE OUTLINED ON THE LIGHTING PLANS AND UNLESS OTHERWISE INDICATED, ALL RESTROOMS SHALL BE PROVIDED WITH DUAL TECHNOLOGY OCCUPANCY SENSORS WHICH REQUIRE WIRED CONNECTIVITY AND WIRED POWER SUPPLY. A NETWORKED, SYSTEM-BASED DLCS INSTALLED WITH A HYBRID COMMUNICATIONS TOPOLOGY SHALL APPEAR IN THE USER GUI/SOFTWARE AS A SINGLE UNIFIED SYSTEM. SEPARATE GUI SOFTWARE INTERFACES FOR THE WIRED AND WIRELESS PORTIONS OF THE DLCS ARE UNACCEPTABLE. WHERE THE DLCS SCHEDULE REQUIRES FIXTURE-INTEGRATED SENSORS, PROVIDE OCCUPANCY AND/OR DAYLIGHT SENSORS INTEGRATED WITHIN SPECIFIED FIXTURE TYPE THAT ALSO INTEGRATE INTO THE DLCS. SEE THE LIGHTING FIXTURE SCHEDULE FOR AFFECTED FIXTURE TYPE(S). WHERE INTEGRATED SENSORS DO NOT MEET OCCUPANCY/DAYLIGHT SENSOR COVERAGE REQUIREMENTS, CONTRACTOR SHALL AUGMENT COVERAGE WITH ADDITIONAL CEILING MOUNTED SENSORS AS REQUIRED AND AS A PART OF THE BASE BID. 9. WHERE THE DLCS SCHEDULE REQUIRES THE DLCS TO INTEGRATE WITH THE PROJECT'S BUILDING AUTOMATION SYSTEM (BAS) - SEE THE DLCS START-UP, BUILDING AUTOMATION SYSTEM (BAS) INTEGRATION, COMMISSIONING, & TRAINING PORTION OF THIS SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 10. ADDITIONALLY, WHERE INSTALLED IN THE STATE OF CALIFORNIA, SYSTEM-BASED DLCS SYSTEMS SHALL BE COMPLIANT WITH CA STATE ASSEMBLY BILL NO. 375 CALIFORNIA PRIVACY ACT OF 2018 AND CA STATE SENATE BILL NO 327 INFORMATION PRIVACY FOR CONNECTED DEVICES. DLCS COMPONENTS: UL2900-1 UL STANDARD FOR SOFTWARE CYBER SECURITY FOR NETWORK-CONNECTABLE PRODUCTS. DLCS DESIGN PROCESS: UL 2900-1 UL STANDARD FOR SOFTWARE CYBER SECURITY FOR NETWORK- CONNECTABLE PRODUCTS AND/OR ISO/IEC 27001 STANDARD FOR INFORMATION SECURITY MANAGEMENT SYSTEMS. DLCS CLOUD SERVICES: ANY ASSOCIATED DLCS CLOUD SERVICES SHALL MEET THE REQUIREMENTS OF ISO/IEC 27017 (WITH 27001) STANDARD FOR CODE OF PRACTICE FOR INFORMATION SECURITY CONTROLS FOR CLOUD SERVICES. c. aa,ba,b,ca,b,c,d ON RAISE OFF LOWER ALL ON ALL OFF RAISE LOWER ALL ON ALL OFF RAISE LOWER BLANK BLANK RAISE LOWER ALL ON ALL OFF RAISE LOWER RAISE LOWER RAISE LOWER RAISE LOWER RAISE LOWER RAISE LOWER SYMBOLS / REPRESENTATIVE GRAPHIC IMAGES KaLLLLL OFF ON FULL ON WHERE THE MANUFACTURER CANNOT DEMONSTRATE COMPLIANCE WITH THE ABOVE REQUIREMENTS, THE DLCS MANUFACTURER SHALL PROVIDE A COMPREHENSIVE PRODUCT-SPECIFIC IT SECURITY STATEMENT FOR REVIEW BY THE OWNER. THE DLCS SHALL NOT BE CONNECTED TO AN OWNER-FURNISHED NETWORK WITHOUT PRIOR WRITTEN PERMISSION BY THE OWNER, WHERE THE DLCS SCHEDULE INDICATES "WIRELESS" OR "HYBRID" COMMUNICATIONS TOPOLOGIES AND ALSO ALLOWS WIRELESS DLCS COMPONENT BATTERY USAGE, PROVIDE BATTERIES WITHIN THE WIRELESS DLCS COMPONENTS INDICATED IN LIEU OF LINE OR LOW VOLTAGE POWER SOURCES. 11. - - - 21159.00 1202 W Edinger Ave10/3/2024 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- ELECTRICAL DETAILS E4-1 SCALE: N.T.S. AT CMU WALLS: (4) 3/8" DIA. HILTI KWIKBOLT 3, MINIMUM 2 1/2" EMBEDMENT, ICC ESR-1385, TEST/INSTALLATION TORQUE = 15 FT-LB. AT CONCRETE WALLS: (4) 3/8" DIA. HILTI KWIK-BOLT TZ2, MINIMUM 2 1/2" EMBEDMENT, ICC ESR-4266, TEST/INSTALLATION TORQUE = 25 FT-LB. ELECTRICAL CABINET/PANEL 20"Wx48"Hx6"D 250 LBS. MAX. 3/8" DIA. LAG SCREW WITH 3" PENETRATION AT EACH CORNER ELECTRICAL CABINET/PANEL 20"Wx48"Hx6"D 250 LBS. MAX. NEW 4x4 BLOCK WITH SIMPSON A34 TOP AND BOTTOM EACH SIDE WOOD STUD WALL PROVIDE THREE (3) STUDS WITH TWO (2) #10 SMS AT EACH STUD TOP AND BOTTOM (6 TOTAL) ELECTRICAL CABINET/PANEL 20"Wx48"Hx6"D 250 LBS. MAX. SCALE: N.T.S. 6" 8" 12" GRADE SERVICE LOOP DRAIN HOLE 24" MIN MAINTAIN 6" MIN FROM DRIVEWAY EDGE AND MIN 4" FROM CURB FINAL LOCATION PER LANDSCAPE ARCHITECT. PULL BOX AS MANUFACTURED BY BROOKS OR EQUAL, (SEE PULLBOX SCHEDULE FOR SIZE) BASE RUN CONDUIT THRU OPENINGS WITH 1/2" SPACE. EXTENSION QUANTITY PER FINAL TRENCH DEPTH AND CONDUIT ROW ARRANGEMENT. ADJUST PULLBOX HEIGHT FOR LID FLUSH WITH PAVED AREA OR LID 1" ABOVE UNPAVED AREA. TRAFFIC COVER, STEEL BOLT DOWN IDENTIFY PER SYSTEM: 1.FIRE ALARM 2.LOW VOLTAGE SYSTEM 3.POWER COMPACTED SOIL COMPACTED 1/2" DIAMETER PEA GRAVEL END BELL FITTING SLOPE CONDUIT 4% FOR DRAINAGE ALL BOXES SHALL BE SET ON A MINIMUM 8" GRAVEL BASE WITH 1/2" DIAMETER PEA GRAVEL. ALL INCIDENTAL CONCRETE SHALL BE REMOVED FROM BOXES. PROVIDE WATERTIGHT SPLICES AND CAPS FOR POWER CONDUCTORS. PROVIDE SEALING GEL IN ALL CONDUITS (BOTH W/ CONDUCTORS AND IN EMPTY SPARE CONDUITS.) THE GEL SHALL BE INSERTED IN THE CONDUIT TO A DEPTH OF 6" AND FLUSH W/ THE END OF THE CONDUIT. THE GEL SHALL BE MANUFACTURED BY 3M #4442 RE-ENTERABLE ENCAPSULANT. PROVIDE IDENTIFYING TAGS ON ALL POWER AND COMMUNICATION CONDUCTORS IN PULLBOXES. PULLBOX SHALL BE SIZED PER N.E.C. REQUIREMENTS. 1. 2. 3. 4. 5. 6. 16 GA. TRACK BACKING (TYPICAL) F E R FIRE I FINISHED FLOOR FINISHED FLOOR 46 " M A X . S I D E A P P R O A C H 34 " M A X . 24" MAX. FINISHED FLOOR SCALE: N.T.S. TOP OF CONTROL OR OUTLET BOX TOP OF CONTROL OR OUTLET BOX BOTTOM OF CONTROL OR OUTLET BOX 15 " M I N . 48 " M A X . ALL DEVICE HEIGHTS DEPICTED SHALL BE MODIFIED AS REQUIRED BY GOVERNING BUILDING CODES. CONTRACTOR TO VERIFY/RECONCILE APPLICABLE CODE REQUIREMENTS AND ANY DEVICE HEIGHT REQUIREMENTS DEPICTED ON ARCHITECTURAL OR INTERIOR DESIGN PLANS & SPECIFICATIONS PRIOR TO DEVICE ROUGH-IN. CONFLICTS OR LACK OF MOUNTING HEIGHT SPECIFICITY ON THE ARCHITECTURAL OR INTERIOR DESIGN PLANS & SPECIFICATIONS SHALL BE CAUSE FOR THE CONTRACTOR TO ISSUE A FORMAL WRITTEN RFI FOR RESOLUTION. DEVICE MOUNTING HEIGHT CLARIFICATIONS/SPECIFICATIONS SHALL NOT RESULT IN AN ADDITIONAL COST TO THE OWNER - CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID. ALL DEVICES IN IMMEDIATE PROXIMITY EACH TO OTHER SHALL ALIGN VERTICALLY AND HORIZONTALLY METAL STUD WALL (20 GA. MIN.) CONCRETE COVER 42 LBS. BRASS "L" BOLT, (2) REQUIRED. 44 " M A X . F R O N T A P P R O A C H CMU OR CONCRETE WALL SCALE: N.T.S. FINISH CONCRETE SLAB (MIN THICKNESS = 4") CONCRETE SLAB BOTH ENDS 2"3/16 TRANSFORMER BASE CONCRETE FLOOR 2 1/2" EMBED TRANSFORMER WEIGHT=900 LBS. 3/8"Ø HILTI KWIK-BOLT TZ2 @ 24"OC (3 PER SIDE MIN) (ICC ESR-4266) 32"W x 44"H x 27"D 1/2" THICK x REQ'D SIZE NEOPREME VIBRATION ISOLATION PAD. SEE TRANSFORMER SPECIFICATIONS. OR 4 0 " M A X . F R O N T A P P R O A C H I N AC C E S S I B L E R E S T R O O M S 21159.00 1202 W Edinger Ave10/3/2024 10. Service entrance circuit breakers smaller than 400A frame shall be thermal-magnetic trip with inverse time current characteristics unless otherwise indicated below. Service entrance main circuit breakers and main circuit breakers, 400A frame and larger shall be 100% rated, solid-state type as outlined in this specification. All other service entrance circuit breakers, 400A frame and larger, shall be 100% rated, solid-state type as outlined in this specification. Where a solid state circuit breaker is indicated on drawings or as required elsewhere in this specification, provide a solid state circuit breaker with minimum five function complete with built-in current transformers. The five functions shall be independently adjustable and consist of Overload/Long Time Amp Rating, Long Time Delay, Short Time Delay, Short Circuit/Instantaneous Pick-up, but may also include Shunt Trip and/or Ground Fault if so indicated on the Drawings. Rating plugs shall be interlocked so they are not interchangeable between frames. Breaker shall have built-in test points for testing long delay and instantaneous, and ground fault (where shown) functions of the breaker by means of a 120V operated test kit. Contractor shall utilize a test kit capable of testing all breakers 400A and above, at the Engineer's request. Where a Current Limiting Circuit Breaker (CLCB) is indicated on drawings or as required elsewhere in this specification, provide a UL listed current limiting thermal magnetic circuit breaker(s) UON. An independently operating limiter section within a molded case is not allowed. Coordinate CLCB ratings as required to protect electrical system components on the load side of the CLCB to include, but not limited to, protecting automatic transfer switches, panel boards and lighting control panels. All non-service entrance circuit breakers 225A and larger shall be thermal magnetic type and have continuously adjustable instantaneous pick-ups of approximately 5 to 10 times trip rating. Breakers shall have either tamper-resistant rating dials or easily changed trip rating plugs with trip ratings as indicated on the Drawings. Rating plugs shall be interlocked so they are not interchangeable between frames. Additionally, all non-service entrance circuit breakers, 600A frame and larger, located in 480V 3 phase, 3-wire or 277/480V, 3 phase 4-wire switchgear, distribution boards, panel boards or busway plugs, shall be solid state, 100% rated. Breaker shall have built-in test points for testing long delay, short delay and instantaneous, and ground fault (where shown) functions of the breaker by means of a 120V operated test kit. Contractor shall utilize a test kit capable of testing all breakers 400A and above - at the Engineer's request. b. a.Key operated switches, switches with pilot lights, and switches for the control of motors, heaters and ventilators. Engraving shall be black and occur on the exposed side of the plate indicating the motor, heater, or ventilator controlled. Except as otherwise noted, all wiring device plates on the project shall be labeled with panel and circuit number(s) utilizing a Brother P-Touch labeling system with 1/2" tape (yellow on black) or equal by Herman-Tellerman or Panduit. Locate label on the concealed side of the wiring device plate. Handwritten labels are unacceptable. Receptacles on optional standby generator and/or UPS power shall have custom engraved plates with the words "Generator" or "UPS" in black letters. In addition, where located in telecommunications closets, IDFs, server rooms, data centers, labs (wet, dry or electronic) indicating panel board and circuit number. Provide wiring devices indicated per plan. Devices shall be specification grade. Acceptable manufacturers are Leviton, Pass & Seymour and Hubbell. Provide all similar devices of same manufacturer, unless indicated otherwise. All device colors shall be selected from the full range of manufacturer standard color options as selected by the Architect. This direction will be provided in the shop drawing review process. 12. G.Weatherproof Outlet Covers/Assemblies: All Receptacles identified as weatherproof on the drawings shall be weather-resistant, tamper-resistant, GFCI type and equipped as follows: Wiring device cover plates located on recessed boxes shall be commercial grade nylon. Plate color shall match wiring device color UON on plans. Cover plates utilized on surface mounted boxes shall be metal. Plastic cover plates are unacceptable. See drawings for panel board schedule directory installation requirements. F. #5361-CH-COLOR (Non-Decora)Recessed Clock Receptacle When shown circuited with an I.G. conductor, all receptacles shall be of the I.G. type. As an example, a NEMA L6-30R denoted on the plans and shown circuited with an I.G. conductor shall be an I.G. version of the receptacle. 9. 11. 3. #16252-COLOR #16352-COLOR #16262-IG-COLOR #16362-IG-COLOR F. 1. Wiring Devices: Wiring Devices (Decora) Convenience Receptacle Dedicated Receptacle Convenience I.G. Receptacle #GFNT1-COLOR #16351-COLOR #16251-COLOR #5622-2-COLOR #5623-2-COLOR #5624-2-COLOR #5621-2-COLOR #5631-2-COLOR #5657-2-COLOR #1221-2L-COLOR #5628-2-COLOR Convenience G.F.C.I. Receptacle Single Pole Switch Double Pole Switch Three Way Switch Four Way Switch Dedicated Simplex Receptacle 2. 4. Pilot Light Switch "Off" Projection Screen Switch Keyed Switch Pilot Light Switch "On" Convenience Simplex Receptacle 5. 12. 10. 1. 2. 3. I. H. Circuit Breakers. Dedicated IG Receptacle E. F. 1.11 B. C. D. 1.6 1.7 A. IDENTIFICATION FINAL INSPECTION AND ACCEPTANCE SECTION 16010 WORK INCLUDED: A. 1.1 1. 2. B. PART 1 - GENERAL ELECTRICAL SPECIFICATIONS A. B. 2.1 A. B. A. 1.8 A. B. 1.9 A. RECORD DRAWINGS C. B. C. 1. A. 1.2 B. 1. 2. B. A. 1.3 C. 1. 2. QUALITY ASSURANCE GENERAL REQUIREMENTS All Core Cutting, Drilling, and Patching: Review comments used in response to shop drawings/submittals are: "No Exception Taken" "Furnish as Corrected" "Revise and Resubmit" Shop drawings shall be submitted on the following, but not limited to: PART 2 - PRODUCTS MATERIALS Switchgear/Switchboards/Distribution Boards/Motor Control Centers: Panelboards - Branch Circuit: "Rejected" 1. 1. 1. 2. 3. 4. 5. 7. 9. D. 2. 3. 4. D. E. 1.10 A. SHOP DRAWINGS/SUBMITTALS E. B. C. D. 3. 4. 1. D. 5. 2. 1.4 A. B. C. A. 1.5 Verifying Drawings and Job Conditions: WORK IN COOPERATION WITH OTHER TRADES TESTING AND ADJUSTMENT Transformers: Lighting Fixtures: 1. 1. 2. Re-submittal required with corrections as noted. Perform Work in accordance with the National Electrical Code, applicable building ordinances, and other applicable codes, hereinafter referred to as the "Code." The Contractor shall comply with the Code including local amendments and interpretations without added cost to the Owner. Where Contract Documents exceed minimum requirements, the Contract Documents take precedence. Where code conflicts occur, the most stringent shall apply unless variance is approved. Motor Controllers/Starters: See drawings for motorized equipment schedules and specifications. Type/Subscript WP-B: Wet location-listed raintight while "in use" cast copper-free aluminum, extra-duty, lockable cover with baked aluminum lacquer finish and one-gang, weather-resistant, tamper-resistant GFCI receptacle. Hubbell WP26E series. Polycarbonate covers are unacceptable. Unit shall comply with NEC, or CEC where adopted, Article 406.9(A) and (B). Contractor shall powder coat cover assembly to a custom color where receptacle locations are deemed by the Architect to be in aesthetically sensitive or public spaces. Custom color as selected by Architect. In locations with sufficient wall depth, provide 6" wide x 6" tall x 5-1/2" deep recessed wall box (C.W. Cole #TL310-WCS-K1-CUSTOM COLOR). The following wiring device plates shall have custom engraving: Wiring devices located in wood finished areas shall generally be black unless otherwise indicated by the Architect. Lamps: See lamp/fixture schedule and lamp/lighting fixture schedule notes. Ballasts: See lighting fixture schedule notes. All noisy ballasts shall be replaced at no cost to the Owner. See drawings for lighting fixture and lamp schedules and additional specifications. Furnish, install, and connect a lighting fixture at each outlet where a lighting fixture type symbol (designated on plans) is shown as being installed. Each fixture shall be complete with all required accessories including sockets, glassware, boxes, spacers, mounting devices, fire rating enclosure and lamps. See drawings for transformer schedules and specifications. See drawings for panel board schedules and specifications. See general single line diagram notes on drawings for more information. Materials and Equipment: All electrical materials and equipment, including custom-made equipment, shall be new and shall be listed by Underwriter's Laboratories (UL) and bear their label or be listed and certified by a Nationally Recognized Testing Lab (NRTL) that is also recognized by the local Authority-Having-Jurisdiction (AHJ). All wiring diagrams shall specifically cover the system supplied. Typical drawings will not be accepted. Four (4) copies shall be presented to the Owner. Prior to final acceptance of the job, the Electrical Contractor shall furnish to the Owner at least four (4) copies of operating and maintenance and servicing instructions, as well as four (4) complete wiring diagrams for the following items or equipment: MAINTENANCE, SERVICING, INSTRUCTION MANUALS AND WIRING DIAGRAMS Re-submittal required based upon the originally specified product. Re-submittal not required, although the Contractor shall provide the submitted product with corrections as noted. Only products listed as "Equal" within the contract documents, along with formally approved "Substitutions" will be reviewed. Products not conforming to these items will not be reviewed and will be returned to the Contractor for re-submittal. If the shop drawings show variations from the requirements of the Contract because of standard shop practice or other reasons, the Contractor shall make specific mention of such variations in the Contractor's letter of transmittal. If the substitution is accepted, the Contractor shall be responsible for proper adjustment that may be caused by the substitution. Samples shall be submitted when requested. The shop drawings/submittals shall be marked with the name of the project, numbered consecutively, and bear the approval of the Contractor as evidence that the Contractor has checked the drawings. Any drawings submitted without this approval will be returned to the Contractor for resubmittal. Shop Drawings/Submittals, unless required otherwise by general project specifications or instructions to bidders, shall be submitted in electronic format (PDF) to include a Letter of Transmittal (PDF), which shall give a list of the drawings submitted with dates and/or sytem(s) components contained within the submittal. Drawings and material cut sheets shall be complete in every respect and edited/marked to indicate specific items being provided. Printed/Hard copies are not acceptable. No Known Equal: For the purposes of specifying products, "No Known Equal" shall mean that the Owner/Architect/Engineer is not aware of an equivalent product. The Contractor will need to submit a "Substitution" item, per the requirements listed above, if a different product is proposed to be utilized. Alternates/Alternatives: For the purposes of specifying products, "alternatives/alternates" may be established to enable the Owner/Architect/Engineer to compare costs where alternative materials or methods might be used. An alternate price shall be submitted in addition to the base bid for consideration. If the alternate is deemed acceptable, written authorization will be issued. The Contractor warrants that substitutions proposed for specified items will fully perform the functions required. In the event of cost reduction, the Owner will be credited with 100 percent of the reduction, arranged by change order. In the event that written authorization is given for a substitution after award of contract, the Contractor shall submit to the Engineer quotations from suppliers/distributors of both the specified and proposed equal material for price comparison, as well as a verification of delivery dates that conform to the project schedule. Substitutions of specified equipment shall be submitted and received by the Engineer ten (10) days prior to the bid date for review and written approval. Regulatory Agency approval for all substitutions will be the sole responsibility of the contractor. To receive consideration, requests for substitutions must be accompanied by documentary proof of its equality with the specified material. Documentary proof shall be in letter form and identify the specified values/materials alongside proposed equal values/materials. In addition, catalog brochures and samples, if requested, must be included in the submittal. ONLY PRE-BID APPROVED PRODUCTS, ISSUED VIA A FORMAL BID ADDENDUM TO ALL BIDDERS, WILL BE ALLOWED ON THE PROJECT. REGARDLESS OF THE APPROVAL ON ANY SUBSTITUTION, ALL BIDS SHALL BE BASED ON THE PRODUCTS EXACTLY AS SPECIFIED. PRICING FOR EACH APPROVED SUBSTITUTION SHALL BE INCLUDED IN THE BID SUBMITTAL AS A SEPARATE LINE ITEM. Substitution: For the purposes of specifying products, "substitution" shall refer to the submittal of a product not explicitly approved by the construction documents/specifications. Equal: Where the words (or similar terms) "equal", "approved equal", "equal to", "or equal by", "or equal" and "equivalent" are used, it shall be understood that these words are followed by the expression "in the opinion of the Owner, Architect, and Engineer". For the purposes of specifying products, the above words shall indicate the same size, made of the same construction materials, manufactured with equivalent life expectancy, having the same aesthetic appearance/style (includes craftsmanship, physical attributes, color and finish), and the same performance. Approvals: Where the words (or similar terms) "approved", "approval", "acceptable", and "acceptance" are used, it shall be understood that acceptance by the Owner, Architect and Engineer are required. APPROVALS, EQUALS, SUBSTITUTIONS, ALTERNATIVES, NO KNOWN EQUAL Drawings of Record: The Contractor shall provide and keep up-to-date, a complete record set of drawings. These shall be corrected daily and show every change from the original Drawings. This set of prints shall be kept on the job site and shall be used only as a record set. This shall not be construed as authorization for the Contractor to make changes in the layout without definite instruction in each case. Upon completion of the work, a set of reproducible Contract Drawings shall be obtained from the General Contractor and all changes as noted on the record set of prints shall be incorporated thereon with black ink in a neat, legible, understandable and professional manner. Refer to the Supplementary General Conditions for complete requirements. Final acceptance of the work will be made by the Owner after receipt of approval and recommendation of acceptance from each representative. After all requirements of the Specifications and/or the Drawings have been fully completed, representatives of the Owner will inspect the work. Contractor shall provide competent personnel to demonstrate the operation of any item or system to the full satisfaction of each representative. All circuit breakers/fuses in switchgear, switchboards, distribution boards, distribution panels, UPS output circuit breakers, PDU sub-feed circuit breakers and motor control centers shall have individual nameplates located immediately adjacent to the respective device. Nameplate inscription shall identify the downstream equipment or device served by the circuit breaker or fuse. All test reports, including copies of any required Energy Code Acceptance Forms (e.g. CA Title 24 Acceptance For Code Compliance Forms) should be submitted to the Engineer at completion of project. All circuit(s) shall be tested for continuity and circuit integrity. Adjustments shall be made for circuits not complying with testing criteria. Equipment and parts in need of correction, and discovered during such testing, shall be immediately repaired or replaced with all new equipment and that part of the system shall then be retested. All such replacement or repair shall be done at no additional cost to the Owner. Upon completion of all electrical work, the Contractor shall test all circuits, switches, light fixtures, lighting control and dimming systems including distributed systems, UPSs, generators, SPDs, lighting inverters, transfer switches, motors, circuit breakers, motor starter(s) and their auxiliary circuits and any other electrical items to ensure perfect operation of all electrical equipment. Install separate conduits between each heating, ventilating and air conditioning sensing device and its control panel and/or control motor. Before installing any conduit for heating, ventilating and air conditioning control wiring, verify the exact requirements from the control diagrams provided with the equipment manufacturer's shop drawings. Provide a conduit-only system for low voltage wiring required for control of mechanical and plumbing equipment described in this or other parts of the Contract Documents. Install all control housings, conduits, and backboxes required for installing conduit to the controls. Examine the Drawings and Specifications and determine the work to be performed by the electrical, mechanical and other trades. Provide the type and amount of electrical materials and equipment necessary to place this work in proper operation, completely wired, tested and ready for use. This shall include all conduit, wire, disconnects, relays, and other devices for the required operation sequence of all electrical, mechanical and other systems or equipment. The Contractor shall visit the site and verify existing conditions. Where existing conditions differ from Drawings, adjustment(s) shall be made and allowances included for all necessary equipment to complete all parts of the Drawings and Specifications. The Contractor shall examine all Drawings and Specifications in a manner to be fully cognizant of all work required under this Section. Penetrations shall be sealed to meet the rated integrity of the surface required to be patched and repaired. The patched surface shall be painted or finished to match the existing surface. The Contractor shall be responsible for patching and repairing surfaces where he is required to penetrate for work under this contract. For penetrations of concrete slabs or concrete footings, the work shall be as directed in the Concrete Section of Specifications. No holes will be allowed in any structural members without the written approval of the Project's Structural Engineer. For the installation of work under this Section, the aforementioned shall be performed under this Section of the Specifications and the Concrete section of the Specifications. Wherever a discrepancy in quantity or size of conduit, wire, equipment, devices, circuit breakers, etc., (all materials), arises on the Drawings and/or in the Specifications, the Contractor shall be responsible for providing and installing all material and services required by the strictest condition noted on Drawings and/or in Specifications to ensure complete and operable systems as required by the Owner and Engineer. Guarantee: Furnish a written guarantee for a period of one-year from date of acceptance. Comply with requirements of the applicable utility companies serving this Project. Make all arrangements with utility companies for proper coordination of Work. Comply with all requirements for permits, licenses, fees and codes. The Contractor, at Contractor's expense, shall obtain all permits, licenses, fees, special service costs, inspections and arrangements required for Work under this contract, unless otherwise specified. Design, manufacture, testing and method of installation of all apparatus and materials furnished under requirements of these specifications shall conform to latest publications or standard rules of the following: Electrical Drawings: Electrical Drawings are diagrammatic, and are intended to convey the scope of work, indicating intended general arrangement of equipment, conduit and outlets. Follow Drawings in laying out Work and verify spaces for installation of materials and equipment based on actual dimensions of equipment furnished. The electrical Work includes installation or connection of certain materials and equipment furnished by others. Verify installation details, installation and rough-in locations from the actual equipment or from the equipment shop drawings. Work Included: Furnish labor, material, services and skilled supervision necessary for the construction, erection, installation, connections, testing, and adjustment of all circuits and electrical equipment specified herein, or shown or noted on Drawings, and its delivery to the Owner complete in all respects ready for use. This specification shall apply to all phases of work hereinafter specified, shown on drawings, or as required to provide a complete installation of electrical systems for this project. Work required under this specification is not limited to just the Electrical drawings. Refer to Architectural, Structural, Landscape, and Mechanical/Plumbing drawings as well as all other drawings applicable to this project, which designate the scope of work to be accomplished. The intent of the Drawings and Specifications is to provide a complete and operable electrical system that includes all documents that are a part of the Contract. Circuit breaker handle accessories shall provide provisions for locking handle in the on or off position. Circuit breakers shall be standard interrupting construction. Panelboards shall accept standard circuit breakers up to 100A. Series-Rated Breakers: UL listed series-rated combinations of breakers can be used to obtain panelboard-interrupting ratings shown on Drawings. If series-rated breakers are used, switchboards, distribution boards and panelboards shall be appropriately labeled to indicate the use of series rated breakers. Shop drawing submittal shall include chart of UL listed devices which coordinate to provide series rating. Tandem or half-sized circuit breakers are not permitted. Ground Fault Interrupting Breakers: Provide with molded plastic case, air circuit breakers, similar to above with ground fault circuit interrupt capability, conforming to UL Class A, Group 1. All non-service entrance circuit breakers less than 225A shall be molded plastic case, air circuit breakers conforming to UL 489. Provide breakers with thermal magnetic trip units, and a common trip bar for two- or three-pole breakers, connected internally to each pole so tripping of one pole will automatically trip all poles of each breaker. Provide breakers of trip-free and trip-indicating bolt-on type, with quick-make, quick-break contacts. Provide single two- or three-pole breaker interchangeability. Provide padlocking device for circuit breakers as shown on the Drawings. B. A. INTERRUPTION OF SERVICES/SERVICE SHUTDOWN1.12 Any interruption of electrical services, electrical circuits, electrical feeders, signal systems, communication systems, fire alarm systems, etc., required to perform work shall meet the specific prior-approval requirements of the Owner. Such work shall be scheduled with the Owner to be performed at the Owner's convenience. Interruptions/outages of any of the Owner's systems and services mentioned above shall be scheduled to occur during other than the Owner's normal business hours. Any overtime costs shall be borne by the Contractor. See drawings for any additional requirements regarding outages, interruption and any temporary services required.C. Dedicated G.F.C.I. Receptacle #GFNT2-COLOR Wiring devices located in mirrors shall generally be white with stainless steel cover plates unless otherwise indicated by the architect. 6. 8. (Lutron Tu-Wire): Lutron DIVA DVFTU-5A3P with Lutron H.P. module where required.f.Fluorescent Lutron DIVA DVELV-300P or DVELV-303P-(3-way) (300 Watt) Lutron DIVA DVLV-10P or DVLV-103p (3-way) (800 Watt max.) Lutron DIVA DVF-103P (single/3way, 8A @ 120V) or DVF-103P-277 (single/3way, 6A @ 277V) Lutron DIVA DVTV with PP-???H Power Pack Lutron DIVA DV-10P or DV-103P (3-way) (1000 Watt max.) Q. 1. c. b. d. e. a. Lighting Control/Dimming Systems: Wall box dimmers shall be rocker-type as manufactured by Lutron (no known equal except as noted below). Dimmers and dimmer faceplates shall match the color of adjacent switches and faceplates. Dimmers and dimmer faceplates in wood finished areas shall generally be black unless otherwise indicated by the Architect. The Contractor shall obtain written approval of the Architect regarding final dimmer and dimmer faceplate color selection prior to ordering material. Multiple dimmers/switches shall be ganged together with a common cover plate. Provide dimmers as follows: Electronic Low Voltage: Magnetic Low Voltage: Fluorescent (3-Wire): Incandescent: Fluorescent (0-10V): Lutron DIVA DVTV with PP-???H Power Packg. 1. R. 1. S.Surge Protective Device (SPD): Fire Alarm System/Central Monitoring System: LED (0-10V): Fuses: 1. a. 2. b. b. a. All fuses shall be the product of a single manufacturer. Main and Feeder Protection: 3. a. b. Motor Protection: c. d. 1. L. 1. M. 1. N. Cable Tray, Flexible Cable Tray and/or Cable Runway: Uninterruptible Power Systems (UPS): See drawings for UPS schedules and specifications. Power Distribution Units (PDU): See drawings for PDU schedules and specifications. 1. O. P. Generator Systems: Transfer Switches: 1. See drawings for Generator schedules and specifications. See drawings for Transfer Switch schedules and specifications. See drawings for Cable Tray, Flexible Cable Tray and/or Cable Runway specifications. When rejection type fuses are specified (Class RK series) the fuse holder of all switches (specified in other Sections) shall be suitable for the fuses provided. Where fuses feeding motors are indicated, but not sized: It shall be the responsibility of the Contractor to coordinate the fuse size with the motor to provide proper motor running protection. Protective devices rated 600A or less: Provide Bussman Class R fuses, Class RK series current-limiting fuses, having an interrupting rating of 200,000A RMS. Protective devices rated greater than 600A: Provide Bussman Hi-Cap fuses, Class L, current-limiting, having an interrupting rating of 200,000A RMS. Fuses shall be manufactured by Bussmann, Shawmut or equal. Provide fuses at all locations shown on the Drawings and as required for supplemental protection: K. 1. 2. 3. 4. 5. 6. 8. Conduit:T. Galvanized Rigid Conduit (GRC) shall be full weight threaded type steel. Steel conduit shall be protected by overall zinc coating to inside and outside surfaces, applied by the hot dip, metallizing, or sherardizing process. Nonmetallic Flexible Tubing (ENT) shall not be used unless otherwise indicated in the Allowed Specification Deviations Section or Deductive/Additive Alternate Pricing Section generally located on the symbols list drawing. Use of ENT, if allowed, is strictly limited to use in CMU walls and parking structure decks or as directed in writing by the Engineer. See Execution section of this specification for additional installation requirements. Factory assembled, or off-site assembled wiring systems (such as Metal Clad (MC) Cable, Type AC Cable, Type NM Cable, Type BX Cable, etc.) shall not be used unless otherwise indicated in the Allowed Specification Deviations Section or Deductive/Additive Alternate Pricing Section generally located on the symbols list drawing. Liquid-tight conduit (Seal-Tite) shall be galvanized steel flexible conduit as above except with moisture and oil-proof jacket, pre-cut lengths and factory-installed fittings. For outdoor installations and motor connections only unless otherwise noted on drawings. Flexible metal conduit shall be constructed of aluminum or hot-dipped galvanized steel strips wound spirally with interlocking edges to provide greatest flexibility with maximum strength. Interior surfaces shall be smooth and offer minimum drag to pulling in conductors. Used only as directed in writing by the Engineer with the exception of 400 Hz feeders and 400 Hz branch circuits which shall be run in flexible aluminum conduit. Electrical Metallic Tubing (EMT) shall be zinc-coated steel with baked enamel or plastic finish on inside surfaces except as noted below. EMT shall be dipped in a chromic acid bath to chemically form a corrosion-resistant protective coating of zinc chromate over galvanized surface. Intermediate Metal Conduit (IMC) shall be hot-dipped galvanized in accordance with UL 1242, and meet Federal Specification WWC-581 (latest revision). When approved for use in the Allowed Specification Deviations Section, generally located on the symbols list drawing, MC cables shall be allowed for lighting branch circuits (homeruns shall be EMT), receptacle branch circuits (homeruns shall be EMT) and poke-thru fed systems furniture homeruns. MC shall not be used where exposed, except for a maximum 6' length for final connections to light fixtures, or terminate in electrical panelboards or distribution boards. Equipment ground conductor shall be green. Isolated ground conductor shall be green with yellow stripe. Provide 600V rated aluminum or lightweight steel interlocking armor Metal Clad (MC) cable with copper conductors, THHN (90 degree C) insulation, and integral equipment grounding conductor and isolated grounding conductor as required. Type AC cable listed for use in patient care areas for non-essential electrical system branch circuits per NEC, or CEC where adopted, Article 517.13 shall be required in such areas in lieu of MC cable. Type AC and MC cable shall not be used for essential electrical system branch circuits. MC cable shall be manufactured to Underwriters Laboratories Standard 1569. See Part 3 - Execution in this specification for additional installation requirements. 7. 1. Disconnect Switches: 3. 2. 4. J. Provide the Owner's project manager with one (1) spare set of fuses and two (2) sets of fuse clips/fuses for every set of fuses on the project. Amperage, horsepower, voltage, and number of poles per drawings: All shall be clearly marked on the switch nameplate. Non-fusible or fusible, heavy-duty, externally operated horsepower-rated, 600V A.C: Provide NEMA 3R, lockable enclosures for all switches located on roof tops, in wet or damp areas and in any area exposed to the elements. 15.Provide 75 degree Celsius-rated conductor lugs/lug kits as required on all circuit breakers to accept conductor quantities and sizes shown on drawings. Temperature compensating circuit breaker(s) shall be provided when located in outdoor enclosure(s) or when located in an enclosure subject to high ambient heat due to nearby industrial processes, etc. 14. All circuit breaker terminations shall be suitable for use with 75 degree Celsius ampacity conductors. Listed, dual-rated pin terminals, straight or offset, are acceptable for use to in accommodating oversized or parallel conductor installations. 16. Shunt trip equipped circuit breakers shall be provided on all elevator feeders.13. See drawings for Fire Alarm System or Central Monitoring System specifications. Conduit and fittings shall be produced by the same manufacturer. a. b. Non-Metallic Conduit: Polyvinyl chloride (PVC) rigid conduit, Schedule 40, Type II for underground installation only with solvent welded joints, conforming to UL requirements, listed for exposed and direct burial application. 9. #1865-COLOR (Non-Decora)Door Jam Switch Contractor shall verify if dimmer(s) requires derating when ganged. Contractor shall provide, and provide connections to, additional Lutron Power Modules, Lutron Power Packs, and/or Lutron Interface Modules where required to accommodate loads higher than dimmers standard or derated load-carrying capacity. Note - contractor may provide a Lutron recommended dimmer type (typically a #DVF-103P unit) to control the necessary power modules or interface devices. #5657-2-COLORLow Voltage Momentary Switch 8.Arc Fault Interrupting Breakers: Provide with molded plastic case, air circuit breakers, similar to above with arc fault circuit interrupt capability, conforming to UL 1699. Provide on all dwelling-unit circuits supplying bedrooms, sleeping quarters, etc., as required to comply with NEC, or CEC where adopted, Article 210.12. See drawings for Lighting Control and/or Dimming Systems schedules and specifications. Where rating of protective device is greater than 600A: Provide Bussman Hi-Cap fuses, Class L, current-limiting, having an interrupting rating of 200,000A RMS. Where rating of protective device is 600A or less: Provide Bussman Class RK series current-limiting fuses, having an interrupting rating of 200,000A RMS. Identification nameplates for transformers, transfer switches, disconnect switches, enclosed circuit breakers/switches, inverters, UPSs, PDUs, RDCs, SPDs, lighting control panels, dimming panels, door-releasing system panels, terminal cabinets and all circuit breakers/fuses in switchgear, switchboards, distribution boards, distribution panels, UPS output circuit breakers, PDUs, PDU sub-feed circuit breakers, and motor control centers shall be attached to the equipment by self-adhesive backing integral to the nameplates. When equipment is located outdoors, provide nameplates without self-adhesive backing and attach to equipment using weather-rated, UV-resistant epoxy. In all cases, clean surfaces before applying identification nameplates parallel to equipment lines. Nameplates shall be provided for unit substations, switchgear, switchboards, distribution boards, distribution panels, panel boards, motor control centers, transformers, transfer switches, contactors, starters, disconnect switches, enclosed circuit breakers/switches, Inverters, UPSs, PDUs, RDCs, SPDs, lighting control panels, dimming panels, door releasing system panels, fire alarm/central monitoring terminal cabinets/power supplies/control panels, and all low voltage system terminal and control cabinets. B.Identification nameplates, unless otherwise noted (UON), shall be laminated/extruded modified acrylic that is 3/32" thick, UV-stabilized, matte finish, suitable for use in 180 deg F ambient, with beveled edges and engraved white letters 3/8" high, minimum, on 1-1/2" high black background (utility/normal and optional standby power systems) for single line of text. Where two lines of text are required, provide min. 2" high nameplate. Where three lines of text are required, provide min. 2.5" high nameplate. Provide white letters on red background for all NEC, or CEC where adopted, Article 517 essential power systems, Article 700 Emergency Systems, Article 701 Legally required standby systems and Article 708 COPS. C.Identification nameplates for new switchgear, switchboards, distribution boards, distribution panels, panelboards and motor control centers shall be attached with switchgear manufacturer-provided screws via switchgear manufacturer factory pre-drilled holes. A factory option to rivet identification nameplates to the equipment is only acceptable if screw-fastened nameplates are not an available option from the switchgear manufacturer. Field drilling or other mechanical attachment methods that change/void the NEMA or NTRL rating of the enclosure are strictly forbidden. D. See conduit installation section of this specification for conduit labeling requirements. G.See wiring device section of this specification for additional wiring device plate cover labeling requirements. E. Receptacles that are part of a UL-listed under floor computer room whip assembly, ceiling and/or cable/ladder tray-mounted receptacles used in lab, manufacturing, commercial kitchen environments or that are serving telcom/data/AV racks and cabinets shall have identification nameplates located on the wiring device plate cover. Nameplates shall be self-adhesive, 3/32" thick Micarta with beveled edges, engraved 1/4" high white lettering on black background with serving power source, circuit identification and NEMA/IEC receptacle type. Use of two (2) separate nameplates per device plate cover is acceptable. Affix nameplates to be visible when plugs are occupying receptacles. Nameplate inscriptions shall be identical to the equipment designations indicated in plans and specifications. Nameplates shall be engraved with the device designation/identification on the top line, source identification for the device on the 2nd line per NEC, or CEC where adopted, Art 408.4 and load designation for the device on the bottom line. Where load designation consists of a branch circuit, omit bottom line. Where device designation is not indicated on plans/specifications, Contractor shall submit a written clarification request to the Engineer. H. I. Warning Placards, as required by General Single Line Diagram Notes for multiple power sources, or instruction placards, as required for all kirk-key interlock schemes, all UPS bypass procedures or as required elsewhere in the plans/specifications shall be engraved 1/2" high with white lettering on a red background using the same material specified for identification nameplates with a self-adhesive backing. Warning/instruction placards shall be attached to the face of the equipment directly related to the placards. Provide a formal placard submittal for review by the Engineer prior to ordering any warning/instruction placards. In all cases, clean surfaces before applying warning/instruction placards parallel to equipment lines. Cable connectors shall be brass MC connectors. a. b. Fire-rated MC Cable: 2-hour fire-rated, polymer insulated 600V MC cable listed and conforming to UL 2196 and UL 1569 requirements for installation as an Electrical Circuit Protective System for use in complying with NEC, or CEC where adopted, Articles 695 and 700. Where adopted, cable sheath shall be suitable for use as a NEC or CEC equipment grounding conductor, and shall be listed for use in wet locations to 90 degrees C (Raychem or equal). 10. #TDR20-COLOR Weather/Tamper Resistant GFCI Receptacle Tamper Resistant Dedicated Receptacle #GFWT2-COLOR In addition to other device requirements listed elsewhere in this specification and NEC, or CEC where adopted, Articles 406.12 & 517.18, all 125V & 250V, 15A and 20A, non-locking receptacles shall be Tamper-Resistant when located in the following locations: 7. Tamper Resistant Convenience Receptacle #TDR15-COLOR Tamper Resistant GFCI Receptacle #GFTR2-COLOR Type WP-A: Recessed wall box with a hinged, lockable, cast aluminum, self-closing, gasket-equipped door that is wet location-listed raintight while "in use". Unit shall comply with NEC, or CEC where adopted, Article 406.9(A) and (B). UON on drawings, provide a minimum of 2 separate compartments suitable for installation of power receptacles, AV or communications outlets. Additionally, unless otherwise noted on drawings, provide the following: Where indicated on plans as requiring data, AV, or other low voltage service outlet, provide min. 3/4" C.O. with pull string routed from the second compartment to nearest low voltage pull box. Where shown mounted in a building wall, any blank/unused compartment shall be equipped minimum 3/4" C.O. with pull string routed to the nearest accessible ceiling space. A 20A Weather-resistant, tamper-resistant, GFCI duplex receptacle in the first compartment. Provide branch circuiting per plans. (1) key minimum per device (minimum of (2) per project) to the Owner's project manager upon completion of project. Custom color powder coat finish as selected by Architect - Include all costs in base bid for same. a. c. e. f. In locations utilizing shallow stud walls construction or other walls of insufficient depth, provide 10-3/4" wide x 7-3/8" tall x 3-7/8" deep recessed wall box (C.W. Cole #TL310-WCS-SH-K1-CUSTOM COLOR). See wiring device section of this specification for additional wiring device plate cover labeling requirements. d. A blank metal plate suitable for field installation of power, AV or communications devices in the second compartment. b. Type WP-C: (C.W. Cole #TL310-WCS-PED-ADA-K1-CUSTOM COLOR or #TL310-WCS -PED-K1-CUSTOM COLOR) pedestal device box with a hinged, lockable, cast aluminum, self-closing, gasket-equipped door that is wet location - listed raintight while "in use". Unit shall comply with NEC, or CEC where adopted, Article 406.9(A) and (B). UON on drawings, provide a minimum of 2 separate compartments suitable for installation power receptacles, AV or communications outlets. Additionally, unless otherwise noted on drawings, provide the following: A 20A weather-resistant, tamper-resistant, GFCI duplex receptacle in the first compartment. Provide branch circuiting per plans. 1 key minimum per device (minimum of 2 per project) to the Owner's project manager upon completion of project. Include all costs in base bid for ADA version (22.5" tall) of pedestal box. Prior to ordering material, contractor shall coordinate with architect and/or AHJ to determine which pedestal box locations do not require ADA compliance and may be changed to the standard (11.5" tall) version of the pedestal box. a. c. e. f. See wiring device section of this specification for additional wiring device plate cover labeling requirements. d. A blank metal plate suitable for field installation of power, AV or communications devices in the second compartment. b. Where indicated on plans as requiring data, AV or other LV outlet, provide min. 3/4" C.O. with pull string routed from the second compartment to nearest low voltage pull box. See drawings for additional details. See drawings for additional details. Wiring devices shall be listed “hospital grade”, and so identified, in the following locations: a.Patient bed locations within general care areas per NEC, or CEC where adopted, Article 517.18(B). b.Patient bed locations within critical care areas per NEC, or CEC where adopted, Article 517.19(B). c.In "other-than-hazardous" anesthetizing locations per NEC, or CEC where adopted, Article 517.61(C)(2). Custom color powder coat finish as selected by Architect. Include all costs in base bid for same.g. 3.H.G. (hospital grade) receptacle bodies shall be of a basic color specified above with a green circle to symbolize hospital grade. #16252-HG?-COLORConvenience Hospital Grade Receptacle Dedicated Hospital Grade Receptacle #16352-HG?-COLOR c.For Health Care Facilities, provide custom engraved device cover plates, for all devices, indicating panel board and circuit number. Devices served by normal/utility power circuits shall have black lettering; devices served by essential electrical system power circuits shall have red lettering. Example: Transformer 1TA Source Disconnecting Location: Switchboard MSA located in RM 110 Load: Panels 1LA & 1LB d.All stainless steel and nylon device plates shall be engraved using a rotary engraving process except for black lettering on stainless steel device plates which may be accomplished via laser etching process. All lettering shall be 3/16" high. Provide a dimensioned submittal drawing detailing a typical device faceplate with engraving. Fusible switches shall be Class "R" when 600A or less, and Class "L" when greater than 600A. The Contractor shall provide duplex receptacle outlets in the appropriate configurations necessary to comply with applicable energy code requirements for controlled receptacles and as shown on plans. All wiring devices indicated to be controlled receptacles shall be NEMA-approved, electrical code-compliant with factory markings on the face of the receptacle(s) with the word "Controlled" or utilize further markings and symbols to indicate which receptacles on each outlet is/are controlled. Stickers, field-applied markings or other non-permanent markings are not acceptable. Where a GFCI receptacle outlet is required to be controlled, provide an adjacent controlled duplex receptacle outlet connected on the load side of the GFCI outlet. Generally, one receptacle in a duplex receptacle outlet is required to be controlled. It may be the lower receptacle or upper receptacle based on manufacturer offering. However, the controlled receptacle location within a controlled receptacle outlet shall remain consistent throughout the project. Where an existing duplex receptacle outlet is required to be controlled, provide a new wiring device with the appropriate control configuration necessary to comply with plans. All controlled receptacles shall be connected to a branch circuit controlled by an occupancy sensor-based or relay panel lighting control system. Acceptable manufacturers are Leviton, Pass and Seymour & Hubbell. 11. Circuit breakers serving Fire Alarm or Central Monitoring panels and power supplies shall be red in color and lockable in the "ON" position. 17. Lutron DIVA DVFSQ-F (1.5A @ 120V max, 3 speed, single pole, 3-way) i.Fan Control: Lutron DIVA DVCL-153Ph.Screw Base CFL/LED: Use of dedicated receptacles is required where plans depict a branch circuit supplying only a single simplex or duplex receptacle. Use of controlled receptacles is required where depicted on plans - See controlled receptacle specifications for additional information. I.G. (isolated ground) receptacle bodies shall be of a basic color specified above with an orange triangle to symbolize isolated ground. See drawings for SPD specifications. 4.Type/Subscript WP-D: Damp location-listed (not-raintight-in-use) cast copper-free, pad lockable, die-cast aluminum cover with baked aluminum lacquer finish and one gang GFCI receptacle. Hubbell/rayco 502?/503? Series. Polycarbonate covers are unacceptable. Unit shall comply with NEC, or CEC where adopted, article 406.9(A) and (B). Custom color powder coat finish as selected by Architect. Include all costs in base bid for same. 1. 2. 2. 3. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. Institute of Electrical and Electronic Engineers - IEEE National Electrical Manufacturers' Association - NEMA Underwriter's Laboratories, Inc. - UL National Fire Protection Association - NFPA Federal Specifications - Fed. Spec. American Society for Testing and Materials - ASTM American National Standards Institute - ANSI National Electrical Code - NEC National Electrical Safety Code - NESC Insulated Cable Engineers Association - ICEA American Institute of Steel Construction - AISC State and Municipal Codes In Force In The Specific Project Area Occupational Safety and Health Administration (OSHA) Electronics Industries Association/Telecommunications Industry Association (EIA/TIA) California Electrical Code (where adopted) Local Authority Having Jurisdiction (AHJ) Published Electrical Standards and Codes (as applicable). 1. 2. 3. 4. Product approved as submitted. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Lighting fixtures, lamps and ballasts. Switchgear, switchboards, distribution boards, motor control centers, panelboards, and bus ducts; complete with overcurrent device information. Transformers. Fire Alarm System/Central Monitoring System. Wiring Devices. Lighting control products/dimming system products. Pull boxes and underground vaults. Terminal cabinets. Lighting inverters, UPSs, RDCs, PDUs, generators, transfer switches, SPD systems. Cable tray, flexible cable tray and cable runway. Power poles and floor boxes. Arc flash, short-circuit, and coordination studies. All other products called out on drawings that call for shop drawing submittal. 1. 2. 3. 4. 5. Lighting control systems/dimming systems. Fire Alarm System. Transformers. Switchgear, switchboards, distribution boards, motor control centers, panel boards, and bus ducts; complete with overcurrent device information. Lighting inverters, UPSs, PDUs, generators, transfer switches, SPD systems. 1) 2) 3) 4) 5) 6) 17) 18) 19) 10) 11) 12) 13) 14) 15) 16) 7) 8) 9) 20) 21) 22) 23) 24) 25) a. b. g. h. i. h.#GFNT1-HG?Convenience G.F.C.I. Hospital Grade Receptacle Dedicated G.F.C.I. Hospital Grade Receptacle #GFNT2-HG? #GFTR1-HG COLORTamper Res. Conv. G.F.C.I. Hospital Grade Receptacle Tamper Res. Ded. G.F.C.I. Hospital Grade Receptacle #GFTR2-HG COLOR 26) 27) 28) 29) 6.Circuit breakers, 1200A Frame or larger, or circuit breakers with sensors or adjustable trip settings, 1200A or larger, shall be equipped with an Energy Reducing Maintenance Switch that complies with NEC, or CEC where adopted, 240.87 (B) (3) unless specified elsewhere with an alternate arc energy reduction method allowed by this same code section. In dwelling units per NEC, or CEC where adopted, Article 210.52 In pediatric care areas per NEC, or CEC where adopted, Article 517.18 (C). In child care or daycare facilities. In guest rooms and guest suites of hotels and motels a. b. c. d. In business offices, corridors, waiting rooms and the like in clinics, medical and dental offices and outpatient facilities. e. In a subset of Assembly Areas outlined in NEC, or CEC where adopted, Article 518.2 including transportation waiting areas, gymnasiums, skating rinks, and auditoriums. f. In dormitories.g. h. In preschool and elementary education facilities tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- ELECTRICAL SPECIFICATIONS E5-1 21159.00 1202 W Edinger Ave10/3/2024 Y. Z. AA. BB. CC.Seismic Design, Certification, and Anchoring of Electrical Equipment: 1. 3. 5. 2. Terminal Cabinets: Outlet Boxes: 1. 6. 4. 3. 2. 1. 3. a. DD. 6. 8. 7. 9. Aluminum conductors shall not be used. No conductors carrying 120V or more shall be smaller than #12 AWG. X. 2. 1. Junction and Pullboxes: For fixtures, boxes shall be galvanized, one-piece drawn steel, knockout type equipped with 3/8" fixture studs and plaster rings where required. Trenching and Backfilling: Contractor shall be responsible for trenching and backfilling. Refer to applicable trenching and backfilling specifications for complete requirements. Contractor shall include all costs in the base bid for labor, materials, all special inspections and structural engineering design necessary to meet the Seismic Design Requirements for Non-structural Components (Chapter 13, ASCE/SEI 7-16 Minimum Design loads for Buildings and Other Structures) as required by IBC, or CBC where adopted, Section 1617A and as related to the installation of all electrical equipment furnished under this contract. See Specific Project Site Seismic Criteria on architectural and/or structural plans which include Building Occupancy Category, Seismic Design Category, Design Spectral Response Acceleration (SDS), Height factor ratio (z/h) and Site Class. Non-structural Component Importance Factor (IP) for a particular component shall be determined based on the following criteria: Painting: Terminal cabinets, panels, junction boxes, pull boxes, etc., and conduit installed in public view shall be painted with colors selected by the Architect to match the subject surface. Refer to painting section of the specifications for additional requirements. All terminal cabinets and terminal cabinet barriered sections shall be labeled by the cabinet or cabinet section use (i.e. CATV, Security, etc.). Labels shall be Micarta type as specified elsewhere in these specifications. Unless otherwise noted, all termination blocks and cables shall be labeled per ANSI/EIA 606 standard. Terminal cabinets shall be installed complete with full-length skirts of the same construction and finish as the terminal cabinet. Provide each terminal cabinet with a full size mounting backplate. Terminal cabinets shall be fabricated of hot dipped galvanized code gauge sheet metal for flush or surface mounting, complete with barriered sections, a door for each vertically barriered section, and sizes as indicated on plan. Doors shall be hinged and lockable. Locks shall be keyed to match the branch circuit panelboards. Terminal cabinet trims shall match the branch circuit panels. Plywood Backboards: Where indicated for telephone or communications system terminals or other equipment assemblies, provide backboards of size indicated. Use 3/4" thick x 8' tall (length per plans), Douglas Fir, void-free, kiln-dried, fire-rated plywood finished on one side and prime coat painted on all surfaces with finish coat of enamel paint, color by architect. Leave one (1) fire-rating stamp/sheet exposed for inspection. See drawings for floor box installation notes and specifications. For exposure to weather, damp locations, or surface mounting, outlet boxes shall be heavy cast aluminum or cast iron with threaded hubs; covers shall be watertight with gaskets and non-ferrous screws. For locations where standard boxes are not suitable due to number and size of conduit to be terminated, special boxes shall be designed to fit space or meet other requirements and submitted for approval. For convenience outlets, wall switches, or other devices, outlet boxes shall be galvanized one-piece drawn steel, knockout type 4" x 4" x 2-1/8" minimum size with plaster rings as required. For in-grade applications, junction and pull boxes shall be pre-cast concrete or molded fiberglass manufactured by Christy, Brooks-Jensen, or Utility Vault Co. Fiberglass boxes shall: For outside, damp or surface locations, boxes shall be NEMA 3R heavy cast aluminum or cast iron with removable, gasketed, non-ferrous machine screw secured covers. For interior dry locations, boxes shall be NEMA 1 galvanized one-piece drawn steel, knockout type, with removable, machine screw secured covers. Wire-pulling compounds used as lubricants in installing conductors in raceways shall only be "Polywater J". No oil, grease, graphite, or similar substances may be used. Pulling of #1/0 or larger conductors shall be done with an approved cable pull machine. Other methods; e.g. using vehicles or block and tackle to install conductors are not acceptable. All color-coding for #12 through #6 AWG conductor shall be as identified above. Conductors #4 AWG and larger shall be identified by utilizing phase tape at each termination. All boxes shall be sized for the number and sizes of conductors and conduits entering the box and equipped with plaster rings where required. 4. Be used only in landscape planter areas that are not subject to damage from lawnmowers, tractors and other machinery. Not be used in lawn or turf areas. Not exceed 11" W x 17" L in size unless required to be larger to meet code requirements. a. b. c. All boxes located in traffic areas shall be traffic rated.5. Where mounted outdoors, terminal cabinets shall be NEMA 3R, weatherproof complete with gaskets and required sealant to prevent moisture from entering the terminal cabinet. 4. 3.1 A. 3. 4. Installation of Conduit and Outlet Boxes: PREPARATION AND INSTALLATION PART 3 - EXECUTION Intermediate metal conduit (IMC), is approved for use in all locations as approved for GRC or EMT and in accordance with NEC, or CEC where adopted, Article 342. Flexible steel conduit shall only be permitted to be used at light fixture outlets and connections to vibrating electrical equipment. All flexible steel conduit runs shall be less than 6'-0". Except when concealed in walls or other structural elements, all outdoor installation shall be made using liquid-tight flex with approved fittings. Include a separate insulated green ground conductor sized per NEC in each conduit. Other uses of flexible conduit shall be allowed only as approved in writing by the Engineer. All conduit installed in the dry walls or ceilings of a building shall be steel tube (EMT), aluminum tube (EMT), or intermediate Metal Conduit (IMC). Flexible conduit shall not be used in lieu of EMT, IMC or rigid conduit except as noted herein. Galvanized rigid conduit (GRC) or intermediate metal conduit (IMC) shall be used as follows: When considered exposed to damage by the local AHJ. When installed in concrete and masonry. The use of ENT in CMU walls and parking structures may be allowed only as directed in writing by the Engineer. Request for ENT substitution must be made prior to bid and in accordance with pre-bid substitution request requirements of these specifications. When noted on the drawings. When installed in wet or damp locations and of a trade size where listed-raintight fittings, connectors, couplings, etc. are unavailable. When required by NEC or CEC Article 517.13 1. 2. a. b. c. d. e. 5.Flexible liquid-tight conduit shall be installed in lieu of the flexible steel where required by NEC, or CEC where adopted, in damp and wet location, where exposed to weather, in refrigerated area (65 Deg. F or less), and/or between seismic joints. All rotating electrical equipment shall be supplied with flexible, liquid-tight conduit with appropriate slack and shall not exceed thirty-six (36) inches. Include a separate insulated green ground conductor sized per NEC in each conduit. Other uses of liquid-tight flexible conduit shall be allowed as approved in writing by the Engineer on a case by case basis. 3.Provide a 1-1/2" high housekeeping pad above finished floor/finished for service equipment. Prior to pad rough-in, Contractor shall verify serving utility company's maximum meter height requirements and, if necessary, adjust height of housekeeping pad to comply with those requirements. In indoor applications, the pad shall be flush with the face of the switchgear. In outdoor applications, the housekeeping pad shall extend a minimum of 4 feet from the front of switchgear's weatherproof enclosure. Confirm pad dimensions with local inspector prior to forming pad to ensure any local code interpretations/conditions are met regarding housekeeping pads. Provide a minimum 3" high housekeeping pad above finished floor/finished grade for all floor-mounted switchgear, switchboards, distribution boards, transformers, motor control centers, etc., flush with the face of the equipment. Located in mechanical central plant(s), other mechanical spaces, and located outdoors, pads shall be flush with the face of the equipment. Confirm pad dimensions with local inspector prior to forming pad to ensure any local code interpretations/conditions are met regarding housekeeping pads. 1. G.House Keeping Pads: i.Lightning Protection Systems and antennas. 11.Where conduit is underground, under slabs or grade, exposed to the weather, or in wet locations, make joints liquid tight and gas tight. Underground conduits, which terminate inside building(s) below grade, such as in a basement level, or which slope so that water might flow into interior building spaces, shall be sealed at the point of penetration with a modular conduit seal (Link-Seal or equal by Rox Systems). Conduit/conduit sealing system penetrations of waterproofing membranes/systems on existing structures shall be completely restored as required to maintain membrane/system manufacturer and installer warrantee for the installation. All conduits shall be provided with a 4% slope away from buildings. All conduits shall be installed such that the water cannot accumulate in the conduit and such that water drains into the nearest manhole, pull box or vault and not into the facility. In instances where grade changes or elevation differences prevent sloping of conduit away from a building into the nearest manhole, pull box or vault or where accumulation of water in a manhole, pull box or vault may result in water traveling into the facility, conduits shall be sealed internally at each end of each conduit using conduit sealing bushing, sized as required for the conductors contained within the conduit (O-Z Gedney #CSBG 100psig withstand or equal). In all cases, install plugs or caps in spare (empty) conduits at both ends of each conduit (Jackmoon or equal) preventing both water and gas from entering the facility via the conduits. e. Where underground conduit passes under a building slab, concrete encasement may not be required, except as required above, contact the Engineer for written direction prior to omitting any encasement. d. c.In all cases, where any conduit(s) pass under a building slab or footing, the electrical contractor will provide a Bentonite clay or concrete barrier that conforms to the height and width of the trench excavation extending a minimum of 24" on either side of the foundation. In all cases, where conduit(s) pass through a sleeve in a footing or other foundation element, the electrical contractor will provide a Bentonite clay or concrete barrier between the sleeve and the conduit(s) surrounding the conduit(s) for the entire depth of the sleeve. The barrier is required to prevent passage of moisture under or through the slab or footing via the trench or sleeve. b.For all communications conduits 2" and larger, and feeders 100A or greater, provide with a minimum 3", (2,000 LB) concrete envelope, 2" minimum separation between conduits, installed at depth of not less than 24" below grade. (Provide concrete encasement and/or greater minimum conduit depth as required by the Utility Companies.) Conduit separation within a duct bank shall be maintained using plastic spacers located at 5'-0" intervals. Where power and communication conduits are run in a common trench, a 12" minimum separation shall be maintained between power and communication conduits or as required by Utility Companies. Where concrete encasement is not required by serving utlities for a utility-only duct bank, provide free draining sand bedding suitable to acheive 95% relative compaction based on ASTM D1557 using 6" lifts or directed by Utility Company Standards. a.Underground conduit shall be Schedule 40 PVC (polyvinyl chloride) unless otherwise indicated elsewhere in these specifications or as required per NEC, or CEC where adopted, Article 517.13. The following additional requirements shall apply to underground conduits: 3. 2. 1. Firestopping:F. Each fire stop assembly/system shall have an "F" and/or "T" rating as required by each condition requiring fire stopping. Each fire stop assembly/system shall have a current UL listing, as indicated in the latest edition of the UL Fire Resistance Directory. Contractor shall verify acceptability of all fire stopping methods and system selections with the authority having jurisdiction prior to installation. The Contractor shall install each firestop assembly/system in accordance with the manufacturer's printed instructions The Contractor shall be responsible for furnishing all material, labor, equipment, and services in conjunction with the selection and installation of a complete, fully functioning, code compliant, UL-listed, fire stop assembly/system(s) as required by project conditions. 6. 31. 8. 8. 7. 9. 10. 1. 2. D. 3. 32. 34. 33. 35. 36. 37. 4. 5. 6. 7. E. END OF SECTION 1. a. 2. B.Installation of 600V Conductors: 4. 5. All electrical wire, including signal circuits, shall be installed in conduit. 9. 10. 38. 13. 14. 12. 16. 17. 18. 6. C.Grounding/Bonding: 1. d. c. b. a. Exposed metal in maintenance holes, hand holes. Raised Flooring. h. g. f. e. 3. Transformers, Inverters, UPS, PDU, RDC, Transfer Switch and Generator Systems. Telephone distribution equipment. Non-current carrying metal parts of fixed equipment. Panel boards, Distribution boards, Switchgear and Switchboards. Neutral or identified conductors of interior wiring system. Conduit, raceways and cable trays. a. 4.Grounding System Connection: b. 5. c.Mechanical connectors shall not be used. a. 19.Seismic Conduit Support: 20. 3-1/2" to 4" CONDUIT SIZE 1/2" to 3" MAXIMUM SPACING 6'-0" 8'-0" 21. 23. 22. 24. 25. 26. 28. 27. 29. 30. Prefabricated Equipment: Installation of all prefabricated items and equipment shall conform to the requirements of the manufacturer's specifications and installation instruction pamphlets. Where code requirements affect installation of materials and equipment, the more stringent requirements, code or manufacturer's instructions and/or specifications, shall govern the work. The location of all power supply connection and/or terminations to the mechanical equipment is approximate. The exact locations of these terminations shall be verified with other trades during construction. It is the Contractor's responsibility to verify with the drawings of other trades regarding the extent of his responsibility for mechanical equipment. The bid must include a sum sufficient to cover the cost of the installation. Unless otherwise noted, the Contractor shall furnish and install all conduit, boxes, wires, etc., for line voltage wiring and low voltage wiring. Provide power supplies to all plumbing and mechanical equipment, including, but not limited to, equipment furnished and installed by Owner or Contractor, such as heating and air conditioning equipment, pumps, boilers, auto valves and water coolers, etc. The installation shall produce a complete and operable system. The location of all conduit terminations to the equipment is approximate. The exact location of these conduit terminations shall be located and installed as directed by the Mechanical or Plumbing Contractor. Power supplies to individual items of equipment shall be terminated in a suitable outlet or junction box adjacent to the respective item of equipment, or a junction box provided by the manufacturer or the equipment and directed by the Mechanical Contractor. Allow sufficient lengths of conductor at each location to permit connection to the individual equipment without breaking the wire run. An electric power supply, including conduit, any necessary junction and/or outlet boxes and conductors and connection shall be furnished and installed by the Contractor for each item or mechanical equipment. Line Voltage and Low Voltage Power Supplies to all Mechanical Equipment Including Plumbing, Heating and Air Conditioning Units: Building grounding system resistance to ground shall not exceed 25 ohms unless otherwise noted and should be confirmed by testing. Motors: Connect the ground conductor to the conduit with an approved grounding bushing, and to the metal frame with a bolted solderless lug. Bolts, screws and washers shall be bronze or cadmium plated steel. Ductwork: Provide a flexible ground strap, No. 6 AWG equivalent, at each flexible duct connection at each air handler, exhaust fan, and supply fan, and install to preclude vibration. Clean the contact surfaces of all ground connections prior to making connections. Provide separate green equipment ground conductor in all electrical raceways to effectively ground all fixtures, panels, controls, motors, disconnect switches, exterior lighting standards, and non current-carrying metallic enclosures. Use bonding jumpers, grounding bushings, lugs, busses, etc., for this purpose. Connect the equipment ground to the building system ground. Use the same size equipment ground conductors as phase conductors, up through #10 AWG. Use NEC (or CEC where adopted) Table 250.122 for conductor size with phase conductors #8 and larger, if not shown on the Drawings. Isolated Ground Receptacles shall have an insulated ground wire connected between the receptacle and the panelboard isolated ground bus. Unless otherwise noted, this ground wire shall not be grounded at any other point, and shall be distinguished from other ground wires by a continuous yellow stripe. Exothermic weld-type connectors shall be 'Cadweld' manufactured by Erico Products, or approved equal, designed specifically for the intended connection. Compression connectors shall be unplated copper, manufactured by Burndy, or approved equal, designed specifically for the intended connection. Use of Ground Rods: Furnish and install required number of 3/4" x 10' copper clad ground rods to meet specified resistance, all required grounding wires, conduit and clamps. The size of the grounding conductors shall be not less than that set forth in the latest edition of the California Code of Regulations, Title 24, State of California and NEC (or CEC where adopted), unless otherwise indicated. Rods shall be installed such that at least 10 feet of length is in contact with the soil. Where rock bottom is encountered, the electrode shall be driven at an oblique angle not to exceed 45 degrees from vertical or shall be buried in a trench that is at least 30 inches deep. The upper end of the electrode shall be flush with or below ground level unless the above ground end and the grounding electrode conductor attachments are protected against physical damage. Unless otherwise noted, connection to the grounding electrode conductor may be by compression type or exothermic process connector. Mechanical connectors shall not be used. Provide grounding and bonding for entire electric installation as shown on plans, as listed herein, and as required by applicable codes. Included, but not limited to, are items that require grounding/bonding: Conductor Support: Provide conductor supports as required by codes and recommended by cable manufacturer. Where required, provide cable supports in vertical conduits and provide lower end of conduit with a ventilator. For 20A branch circuit wiring, increase #12 conductors to #10 for 120V circuits longer than 100 feet and for 277V circuits longer than 150 feet. Install UL approved fixture wire from all lighting fixture lamp sockets into fixture outlet or junction box. Utilize pre-insulated "winged" spring type connectors, 3M Company "Performance Plus" #O/B or #R/Y or equal and as required for splices and taps in conductors #6 AWG and smaller. When a spring connector is used in an underground environment or when subject to moisture, utilize a 3M Company Scotchcast 3507G epoxy resin connector sealing pack to seal the spring connector. THE USE OF PUSH-WIRE CONNECTORS (e.g. "WAGO" OR EQUIVALENT) IS STRICTLY PROHIBITED. All circuits and feeder wires for all systems shall be continuous from overcurrent protective device or switch to terminal or farthest outlet. No joints shall be made except in pull, junction or outlet boxes, or in panel or switchboard gutters. Tag all empty conduits at each accessible end with a permanent tag identifying the purpose of the conduit, footage end-to-end, and the location of the other end. In wet, corrosive outdoor or underground locations, use brass, bronze, or copper 16 gauge tags secured to conduit ends with #16 or larger galvanized wire. Inscribe on the tags, with steel punch dies, clear and complete identifying information. Except as otherwise indicated on the drawings or elsewhere in these specifications, bends in feeder and branch circuit conduit 2 inches or larger shall have a radius or curvature of the inner edge, equal to not less than ten (10) times the internal diameter of the conduit. Except where sweeping vertically into a building where sweep radius equals ten (10) times conduit diameter, underground communications and building interconnect conduits 3 inches or larger shall have a minimum 12'-6" radius or curvature of the inner edge. For the serving utilities, radius bends shall be made per their respective specifications. Seal all conduits where termination is subject to moisture or where conduit penetrates exterior wall, floor or roof, in refrigerated areas, classified (hazardous areas) and as indicated on the drawings. Where conduits or wireways cross seismic joints, provide approved flexible conduit connection or approved expansion/deflection fitting to allow for displacement of conduit in all three axes. Connection shall allow for movement in accordance with design of seismic joint. Non-flexible raceways crossing expansion joints or other areas of possible structural movement shall make provision for 3-way movement at such points by means of expansion/deflection fittings. Fittings shall be installed in the center of their axes of movement and shall not be deflected to make part of a conduit bend, or compressed or extended to compensate for incorrect conduit length. Install flexible conduit connection(s) or approved expansion/deflection fitting(s) complete with ground jumpers. Where necessary, provide approved expansion joints to allow for thermal expansion and contraction of conduit(s). Install expansion joints complete with ground jumpers. All exposed conduits and support hardware shall be painted to match the finish of the wall or ceiling to which it is supported. All multiple conduit runs within suspended ceilings shall be suspended from building structure by means of unistrut hangers/racks. Conduit shall not be allowed to lay on ceiling or be supported from ceiling suspension wires or other suspension system. Support conduit to structure above suspended ceilings 8" minimum above ceiling to allow removal of ceiling tile. Maintain two inch clearance above recessed light fixtures. Provide nylon or a 1/8-inch O.D. polyethylene rope, rated at 250 pounds tensile strength, in all conduits more than 5 feet in length left empty for future use. Not less than 5 feet of rope shall be left at each end of the conduit. Tag all lines with a plastic tag at each end indicating the termination/stub location of the opposite end of the conduit. All conduit entries to outdoor mounted panels, cabinets, boxes, etc., shall be made using Myers "SCRU-TITE" hubs Series ST. All boxes installed outdoors shall be suitable for outdoor installations, gasketed, screw cover, and painted as directed by the Architect with weatherproof paint to match building. All boxes shall be covered with outlet box protector, Appleton SB-CK, or similar device/method to keep dirt/debris from entering box, conduit or panels. If dirt/debris does get in, it shall be removed prior to pulling wires. Except where below grade, sleeves shall be installed where conduit passes through masonry or concrete walls and shall be 24 gauge galvanized steel no more than 1/2" greater in diameter than the outside diameter of the conduit. When located in non-rated structures, caulk conduit sleeve with stone wool. When located in fire rated structures, provide UL listed fire stopping system. See fire stopping section of this specification for additional requirements. Surface mounted pull boxes, terminal cabinets, junction boxes, panel boards etc., shall be attached to walls using appropriate screws, fasteners, backing plates, stud blocking, etc., as detailed on architectural and/or structural drawings. If architectural and/or structural drawings are not provided on the project, Contractor shall provide all necessary mounting hardware and backing support to comply with local building code requirements and any additional requirements imposed by the local Authority-Having-Jurisdiction. Junction Boxes that do not contain any device(s) shall be located in storage rooms, electrical closets or above accessible ceilings, not in hard lid ceilings or other forms of inaccessible ceilings. Place boxes which must be exposed to public view in a location approved by the Owner's Project Manager. Provide covers or plates to match adjacent surfaces as approved by the Owner's Project Manager. Recessed boxes shall not be mounted back-to-back in any wall; minimum offset shall be 24 inches. Outlet boxes on metal studs shall be attached to metal hangers, tack welded or screwed to studs; On wood studs attachment shall be with wood screws, nails are not acceptable. Locate wall outlet of the same type at same level in all rooms, except where otherwise noted. Open knockouts in outlet boxes only where required for inserting conduit. All conduit runs shall be installed parallel or perpendicular to walls, structural members, or intersection of vertical planes and ceilings. Field made bends and offset shall be avoided where possible. Crushed or deformed raceway shall not be installed. All conduit shall be supported in such a manner that it is securely attached to the structure of the building. Attachment is to be capable of supporting the tributary weight of conduit and contents in any direction. Maximum spacing of support and braces are to be as follows: Nail-in conduit supports, one-piece set screw type conduit clamps or perforated iron for supporting conduit shall not be used. Where conduit racks are used, the rack shall consist of two piece conduit clamps attached to galvanized steel slotted channels, properly secured via threaded rods attached directly to the building structure. All conduit shall be supported at intervals not less than 6'-0" and within 12" from any outlet and at each side of bends and elbows. Conduit supports shall be galvanized, heavy stamped, two-hole conduit clamp properly secured. All metal conduit in masonry and concrete and where concealed under floor slabs shall have joints painted with thread compound prior to makeup. Where conductors enter a raceway or a raceway in a cabinet, pull box, junction box, or auxiliary gutter, the conductors shall be protected by a plastic bushing type fitting providing a smoothly rounded insulating surface. No running threads will be permitted in locations exposed to the weather, in concrete or underground. Special union fittings shall be used in these locations. The ends of all conduits shall be cut square, carefully reamed out to full size and shall be shouldered in fitting. Conduit shall be run so as not to interfere with other piping, fixtures or equipment. Unless otherwise noted above, provide a minimum 1-1/2" high housekeeping pad above finished floor/finished grade for all interior floor-mounted switchgear, distribution boards, transformers, motor control centers, transfer switches, etc., flush with the face of the equipment. All housekeeping pad heights are as measured from finished floor or grade. Confirm pad dimensions with local inspector prior to forming pad to ensure any local code interpretations/conditions are met regarding housekeeping pads. 2. 4.All housekeeping pads located in, on, or attached to a building shall be seismically braced/connected to the building structure. 39. Provide J-box above accessible ceiling prior to running MC cable within partitions or walls. J-box shall be permanently labeled with panel identification and circuit numbers contained within. a. Overhead MC cable runs shall generally follow building lines to provide a neat and workmanlike installation. b. Provide code-sized J-boxes to accommodate MC cable splicing in general. For systems furniture poke-through feeds utilizing MC cable, transition from MC cables to conduit and wire near the panelboard in the TI accessible ceiling space on the floor below the panel board via code-sized gutter(s). Utilize UL listed, insulated barrier strips with recessed screw heads (Ideal #89-6?? series or equal) fastened within the gutter(s), terminate MC conductors on one side of the strip(s) and individual conductors in conduit from the panel board(s) on the other side of the strip(s). Label each terminal strip(s) with panel designation. Label each phase conductor with circuit number using wire markers (ideal or equal). Wire nuts are not an acceptable alternative to the terminal strips in these underfloor transition locations. Provide (1) spare 3/4" conduit from each gutter to its respective panelboard. c. MC cable shall not run directly into panelboards, distribution boards or electrical rooms.d. MC cabling shall be provided with its own code-approved ceiling support wires, cable hangers, individual spring steel support clips, steel trapeze hangers, threaded rods or dedicated #10 AWG drop wire. Cable supports shall be fastened to concrete slabs, beams, joists or other structural members of the building. In no case shall MC cable rest on ceilings, suspended ceilings or structures. Do not support MC cable using ceiling support wires. The use of nylon cable ties to support MC cable is not allowed. e. Use lock or spring nut MC cable fittings.f. Cable runs shall be continuous from wiring device to wiring device - no intermediate splicing J-boxes allowed. g. When terminating or splicing at a junction, outlet, or switch box, cut the cable with an armored cable rotary cutter such that 6" of free conductors remain for connections or splices. Use screw-in or spring lock connector and ensure a proper bonding by firmly tightening the connector to both the box and cable. Insert an anti-short bushing at cable ends to protect conductors from abrasion and use insulated connectors. h. MC Cable bend radius shall not be less than seven (7) times the external diameter of the cable.i. MC cables passing through fire-rated walls or floors shall be firestopped as required with a UL listed system. See firestopping requirements outlined elsewhere in this specification for additional requirements. j. Installation shall not exceed code requirements for total current carrying conductors in multiple MC cable runs bundled together into a single MC cable hanger or strap, unless support device is specifically listed for such purpose. Neutrals shall be counted as current carrying conductors. k. Maintain MC cable clearance of at least 6" from hot water and any other high temperature pipes. Maintain at least 12" clearance between MC cable(s) and telecommunication conduits and cables. MC cable shall cross telecommunication cables and conduits at right angles. l. MC cabling shall not be run through exposed ceilings, where open grid conditions exist, exposed on walls, or exposed to view. See Power Plan and Lighting Plan General Notes for additional requirements. m. Installation of Metal Clad (MC) Cable (when use is permitted in the Allowed Specification Deviations Section or Deductive/Additive Alternate Pricing Section generally located on the symbols list drawing). Rigid metallic conduit installed underground or embedded in concrete shall be 1" trade size minimum and shall be wrapped with 20 mil polyvinyl chloride plastic tape. PVC conduit installed underground or imbedded in concrete shall be 3/4" minimum trade size. 6. Each fire stop assembly/system shall be labeled with fire stop manufacturer-furnished label on each side of the fire stopping systems depicting UL number, etc. i.All PVC conduit shall be glued for a water and gas tight installation. The Contractor shall use appropriate solvent on all joints prior to gluing conduit and fittings together. 7.Where required for providing an Electrical Circuit Protective System to comply with NEC, or CEC where adopted, Articles 695 and 700, utilize UL Listed 2-hour fire-rated, MC cable or UL Listed 2-hour fire-rated RHH/RHW conductors in conduit. 40. When approved for use in the Allowed Specification Deviations Section or Deductive/Additive Alternate Pricing Section, generally located on the symbols list drawing, 1/2" and 3/4" trade size ENT shall be allowed for concealed lighting branch circuits, receptacle branch circuits and miscellaneous signal system circuits within concrete floors, walls and columns within parking structures. a. ENT conduit shall meet the requirements of Underwriters Laboratories Standards 1479 and 1653, NEMA TC-13, and be UL-listed. b. All ENT conduit, ENT fittings, ENT boxes and ENT accessories shall be UL listed and manufactured by the same manufacturer so as to form a complete ENT system. ENT systems shall only be used if they are listed for use in fire resistance rated concrete floors and ceilings with resistance ratings as indicated elsewhere in the project plans. ENT System shall comply with NEC, or CEC where adopted, Article 362. c. All ENT fittings and ENT boxes shall be concrete-tight listed without the use of tape. Additionally, ENT fittings shall be constructed of high-impact PVC and able to resist ENT conduit pull out forces of a minimum of 175 lbs. ENT fittings with fewer than 6 locking tabs for ENT connection shall utilize manufacturer-approved glue as additional protection from fitting/conduit separation. ENT conduit to rigid conduit transition fittings shall be equipped with set screw fittings on the rigid conduit side of the fitting. ENT to metal box fittings shall be equipped with a threaded end and lock washer. d. Where tubing enters a box, fitting or other enclosure provide a bushing or adapter to protect conductors from abrasion unless the box, fitting, or enclosure design provides equivalent protection. e. ENT junction boxes shall have brass screw inserts and shall be rated to support lighting fixtures weighing less than 50 lbs. f. Concrete tight metal boxes shall be used to support pendant hung fixtures or fixtures over 50 lbs.g. ENT shall be provided in continuous lengths between junction boxes without use of in-line splices or connectors and shall be clearly marked/labeled at least every 10-feet. h. All ENT conduit containing electrical branch circuits shall contain a code-sized equipment ground conductor. i. ENT shall transition to EMT, IMC, RMC, or rigid PVC, as appropriate or as called out elsewhere in this specification, for all exposed conduits within/on/under a parking structure. j. ENT shall transition to appropriately sized PVC expansion joint(s) at all structure expansion or seismic joints. k. ENT shall be securely fastened and supported every 2 - 3 ft. and within 1 ft. of every junction box and fitting to prevent movement and sag. l. ENT shall be routed straight without sags, or excessive bending. Where bends are required, comply with Table 362.24 of the NEC for minimum radius of bends. Number of bends shall not exceed quantity allowed by code where used for power and lighting branch circuit and/or feeder conductors. Where utilized for communications system conductors (phones, data cabling, etc.) number of bends shall not exceed the equivalent of (2) 90 degree bends with conduit length no more than 100 feet without installation of a TIA 569-compliant pull box. m. Installation of Electrical Nonmetallic Tubing (ENT) Cable (when use is permitted in the Allowed Specification Deviations Section or Deductive/Additive Alternate Pricing Section generally located on the symbols list drawing). Separation of ENT from fitting(s), excessive sags or deflections in ENT runs that prevent pulling of wire, and other ENT system product or system installation failures/errors, shall be corrected by saw cutting and patching as necessary at no additional cost to the Owner. Use of surface mounted conduits and junction boxes as a repair method is unacceptable. n. Empty ENT runs shall be provided with a nylon pull string.o. Coordinate installation of raceway with structural steel and other structural members. Do not cut, notch or otherwise alter structural members without obtaining approval in writing from the Structural Engineer of Record. p. No more than (2) 3/4" ENT conduits may cross each other within a horizontal concrete slab without obtaining approval in writing from the Structural Engineer of Record. q. 2.In multi-occupancy buildings, Contractor shall bond metal water piping systems installed in, under or attached to a building and/or structure serving individual occupancies where the piping system(s) are metallically isolated from each other. Per NEC, or CEC where adopted, ART. 250.104(A)(2) and (3), the bonding conductor shall be sized per Table 250.122 and connected to the switchboard/panelboard serving that suite/occupancy. j.Metal piping installed in or attached to a building/structure. k.Metallically isolated structural steel. l.Metallically isolated underground metal water piping. m.Elevator hydraulic piston/lift case. 5.Outlet boxes used for support of ceiling fans shall be galvanized, one-piece drawn steel, knockout type equipped with bracing bars and plaster rings where required and listed for ceiling fan support use. Such boxes shall be labeled and capable of supporting ceiling fan weights up to 70 pounds. Isolated Ground Conductors: Green with continuous Yellow striped. 3. 5. 4. = = 2) 1) Phase B Phase A = = = 5) 4) Switchlegs Neutral Phase C3) Power 208/120V, 3PH, 4W: Blue White or White with Phase Color Tracer Black Red = = 2) 1) Phase B Phase A = = = 3) 4) 5) Phase C Neutral Switchlegs Power 480/277V, 3PH, 4W: Orange Grey or Grey with Phase Color Tracer Yellow Brown Travelers6)=Purple with Black stripe or Pink = Ground Conductors: Green Fire Alarm System: As recommended by the manufacturer Travelers6)Purple with Black stripe or Pink. a. b. c. e. Systems Conductor Color Coding: Purple (Switchlegs shall also be identified separately by numerical tags). Purple (Switchlegs shall also be identified separately by numerical tags) Wire and cable shall be factory color-coded by integral pigmentation with a separate color for each phase and neutral. Each system shall be color-coded and it shall be maintained throughout. Wire and cable shall be new, manufactured not more than six (6) months prior to installation, shall have size, type of insulation, voltage rating and manufacturer's name permanently marked on outer covering at regular intervals. 2.Type THHN/THWN-2 thermoplastic, 600V, UL approved, dry and wet locations rated at 90 degrees Celsius, for conductors of all sizes from #12 AWG up to and including 1000 kcmil. RHH/RHW insulation is allowed only to provide an Electrical Circuit Protective System to comply with NEC, or CEC where adopted, Articles 695 and 700. All conductors shall be copper. Provide stranded conductor for #10 AWG and larger or when making flexible connections to vibrating machinery. Use compression "fork" type connectors or transition to solid conductors when connecting to switches, receptacles, etc. V. 1. 600V Conductors - Wire and Cable: 1. W. See drawings for Medium Voltage Cable Schedule and Specifications. Medium Voltage Conductors (greater than 600V): IP=1.0: Non-life safety, Non-structural Components in an Occupancy Category IV Facility not required for continued operations of the facility or in any other Occupancy Category Facility where component failure will not impair continued operation of the facility. b.IP=1.5: Designated Seismic Systems are those non-structural components in any Occupancy Category IV facility (except as noted above) or that are a part of any code-defined Critical, Life Safety, Emergency and Legally Required Standby Electrical System. Additionally, those non-structural components containing hazardous materials shall be classified as Designated Seismic Systems. While Designated Seismic Systems are generally identified on the plans, they may include items such as Generators, Automatic Transfer Switches, UPS units and all associated electrical distribution equipment and components necessary for the designated seismic system to form a complete and operable system. The Contractor shall ultimately be responsible for identifying Designated Seismic Systems. For any electrical component either identified on the plans or determined by the contractor to be a Designated Seismic System, all line and load side electrical distribution systems supporting that Designated Seismic System (including, but not limited to, feeders, panel boards switchboards, transformers, all related component supports and attachments, etc.) shall be considered a part of the designated seismic system for the purposes of code-compliance and seismic certification. c.z/h - Height factor ratio: See plans for respective equipment locations. j.All underground conduit work shall conform to the Federal, State and Local Safety Orders or Rules regarding excavations, trenches and related earthwork. For projects in California, refer to the California Code of Regulations, Title 8, Construction Code Sections 1540 and 1541 for additional requirements. 2. a. b. c. d. e. Provide a delegated-design submittal for each of the following seismic-restraint systems to be used as required: Restraint Channel Bracings consisting of MFMA-4, shop-or field-fabricated bracing assembly made of slotted steel channels with accessories for attachment to braced component at one end and to building structure at the other end, with other matching components, and with corrosion-resistant coating; rated in tension, compression, and torsion forces. Restraint Cables consisting of ASTM A 603 galvanized-steel cables. End connections made of steel assemblies with thimbles, brackets, swivel, and bolts designed for restraining cable service, with a minimum of two clamping bolts for cable engagement. Seismic-Restraint Accessories consisting of hanger rod/hanger rod stiffener assemblies, multifunctional steel connectors for attaching hangers to rigid channel bracings and/or restraint cables, bushings for floor and wall-mounted equipment, anchor bolts, and resilient isolation washers and bushings. Mechanical Anchor Bolts consisting of drilled-in and stud-wedge or female-wedge type in zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488. Adhesive Anchor Bolts consisting of drilled-in and capsule anchor system containing resin and accelerator, or injected polymer or hybrid mortar adhesive. Provide specific LEED-compatible, environmentally-friendly resins and adhesives on all LEED projects. Provide anchor bolts and hardware with zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488. The contractor shall engage a qualified testing agency to perform tests and inspections as listed in other Project Specifications, but as a minimum shall include at least four of each type and size of installed anchors and fasteners selected by Architect. Schedule tests with Owner, through Architect, before connecting anchorage device to restrained component (unless post connection testing has been approved), and with at least seven days' advance notice. Obtain Architect's approval before transmitting test loads to structure. Provide temporary load-spreading members as required. Test to 90 percent of rated proof load of device. Prepare and submit test and inspections reports. Multiple Raceways or Cables: Secure raceways and cables to trapeze member with clamps approved for application by OSHPD or an agency acceptable to authorities having jurisdiction. Install seismic-restraint devices using methods approved by OSHPD or an agency acceptable to authorities having jurisdiction providing required submittals for component. Install flexible connections in runs of raceways, cables, wireways, cable trays, and busways where they cross seismic joints, where adjacent sections or branches are supported by different structural elements, and where connection is terminated to equipment that is anchored to a different structural element from the one supporting them as they approach equipment. Flexible connection limitations of the NEC, or CEC where adopted, shall apply. Coordinate the location of embedded connection hardware with supported equipment attachment and mounting points and with requirements for concrete reinforcement and formwork specified elsewhere in the project specifications. Any pre-approval and evaluation documentation shall have a California Office of Statewide Health Planning and Development (OSHPD) Special Seismic Certification Preapproval (OSP) demonstrating horizontal and vertical load testing and analysis showing maximum seismic-restraint ratings, by ICC-ES or another agency acceptable to authorities having jurisdiction. Ratings based on independent testing are preferred to ratings based on calculations. If preapproved ratings are not available, submittals based on independent testing are preferred. Calculations (including combining shear and tensile loads) that support seismic-restraint designs must be signed and sealed by a qualified professional engineer. Submittal shall include design calculations and details for selecting seismic restraints complying with performance requirements, design criteria, and analysis data signed and sealed by the contractor's structural engineer responsible for their preparation. Calculations shall include, but not be limited to, static and dynamic loading caused by equipment weight, operation, and seismic and, if applicable, wind forces required to select seismic and, if applicable, wind restraints and for designing vibration isolation bases. Provide seismic and wind-restraint detailing to support system selection, arrangement of restraints, attachment locations, methods, and spacings with all components identified to include their strengths, directions and values of forces transmitted to the structure during seismic events and association with vibration isolation devices. Sizes of components shall be selected so strength will be adequate to carry present static and seismic loads to accommodate 25% spare future capacity within specified loading limits. 3. 4. 5. 6. 7. 9. 8. 6. 7.Conduit unions shall be "Erickson" couplings, or approved equal. The use of running threads will not be permitted. Flexible steel conduit connectors shall be a malleable iron clamp or squeeze type or steel twist-in type with insulated throat. The finish shall be zinc or cadmium plating. All interior and exterior EMT fittings, connectors and couplings, 2" and smaller, installed in exposed or concealed locations that are considered by the AHJ to be wet or damp locations, shall be raintight-listed, steel, zinc or cadmium plated, threadless, compression, steel locking ring type with insulated throat. If raintight-listed, EMT fittings, connectors and couplings are unavailable for a given trade size or if conduit is installed in an area subject to damage - provide rigid metallic or intermediate metallic conduits, fittings, connectors and couplings as required. 5. 1. 2. 3. U.Fittings: Connector, coupling, locknut, bushings and caps used with rigid conduit shall be steel, threaded and thoroughly galvanized. Bushings shall be insulated. Metallic condulet covers shall have the same finish as the fitting and shall be provided for the opening of each fitting where conductors do not pass through the cover. Condulet type fittings shall be smooth inside and out, taper threaded with integral insulating bushing and of the shapes, sizes and types required to facilitate installation or removal of wires and cables from the conduit and tubing system. These fittings shall be of metal, smooth inside and out, thoroughly galvanized, and sherardized cadmium plated. UON all interior EMT fittings, connectors and couplings installed in concealed locations, areas not considered to be wet or damp locations by the AHJ, or areas not subject to physical damage, shall be steel, zinc or cadmium plated, threadless, compression, steel locking ring type with insulated throat. Where suitable for use, steel set screw fittings are allowed for trade sizes of 2" and smaller. Insulated throat is not required for fittings, connectors and couplings 1" and smaller. 4. PVC conduit shall not be run in walls except where approved by the Engineer prior to bid in limited instances that may include concrete or CMU walls used in site retaining, parking structures, or exterior equipment yard or enclosure walls, etc. 3.Thoroughly clean all conduit and wire-ways and see that all parts are perfectly dry before pulling any wires. 15.Where conduit extends through roof to equipment on roof area, the Contractor shall provide flashing material compatible with the roofing system as required by the roofing specifications or as required by the Owner's roof warranty. This flashing shall be delivered to the roofing Contractor for installation. The actual location of all such roof penetrations and outlets shall be verified by the Architect/Owner. Contractor to verify type of flashing prior to bid and include all costs. g.All underground conduits with circuits rated at 40A or greater and all underground communications conduits shall be provided with a metallic marker tape located 12" below the finished grade. Include a separate insulated green ground conductor sized per NEC, or CEC where adopted, in each underground electrical feeder/branch circuit. f. Where underground conduits sweep into/through slabs, utilize PVC 90 degree sweeps that transition, via female PVC adapter to GRC coupling mounted flush in slab. GRC couplings shall be 1/2 lap taped with 20 mil tape. If the distance of the conduit run between a sweep and the next connecting sweep, pullbox, vault or manhole exceeds 150 ft then the sweep shall be concrete encased. Exceptions: h. Communications conduits shown terminating at a finished floor shall have an additional 4" high GRC nipple equipped with a bushing, removable conduit plug, labeling tag and pull rope. Tie off pull rope to conduit plug. 1) Utility conduit sweeps shall be installed per the requirements of the respective utility company.2) 2) 1) When located in an interior environment, the splice shall be made with an ILSCO or equal dual rated, insulated splicer-reducer connector or multi-tap connector listed for use with 75/90 degree Celsius rated conductors. When located in an underground environment or when subject to moisture, the splice shall be made with compression connector and sealed by a 3M, or equal, PST cold shrink connector insulator. Wires #4 AWG and larger AWG shall be joined together as follows:b. c.Connections to busbar shall be made with dual-rated copper/aluminum one-piece compression lugs. Paralleled conductor connections shall be by mechanical lugs. Use of MC-AP, "MC All Purpose" or MC cabling where the interlocked armor sheath forms all or a portion of the equipment grounding conductor is expressly prohibited. n. tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- ELECTRICAL SPECIFICATIONS E5-2 21159.00 1202 W Edinger Ave10/3/2024 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- FIRE ALARM FA0-0 ALARM SIGNALING CIRCUITS. MANUAL FIRE PULL STATIONS. REMOTE ANNUNCIATE. MANUAL STATIONS: FURNISH AND INSTALL WHERE INDICATED ON DRAWINGS OR AS REQUIRED BY LOCAL AH. DEVICE SHALL BE ADDRESSABLE UNLESS OTHERWISE NOTED. STATION SHALL BE KEYED ALIKE AS THE CONTROL PANEL. SMOKE AND HEAT DETECTORS - INCLUDING THOSE REQUIRED UNDER OTHER SECTIONS. THE UDACT SHALL BE CAPABLE OF TRANSMITTING EVENTS IN AT LEAST NINE DIFFERENT FORMATS. THIS ENSURES COMPATIBILITY WITH EXISTING AND FUTURE TRANSMISSION FORMATS. ACCEPTED FORMATS INCLUDE 3+1 STANDARD, 4+1 STANDARD, DECO CONTACT ID OR 4+1 AND 4+2 DECO.QUALITY ASSURANCE: WORK SHALL BE PERFORMED BY A QUALIFIED SYSTEMS CONTRACTOR HOLDING A C-10 LICENSE. 4. ACCEPTANCE TESTING: FINAL ACCEPTANCE WILL BE GIVEN AFTER SUCCESSFUL ACCEPTANCE TESTING AND SUBMISSION OF APPROVED AS-BUILT DOCUMENTATION AND OPERATION AND MAINTENANCE MANUALS. ACCEPTANCE TESTING OF FIRE DETECTION SYSTEM SHALL BE AS REQUIRED BY THE STATE FIRE MARSHAL AND LOCAL AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING REQUIRED TESTING, COORDINATING SCHEDULING, AND CONDUCTING TEST NECESSARY TO ACHIEVE OCCUPANCY CERTIFICATION. TESTS SHALL INCLUDE THE FOLLOWING: ZONING: THE BUILDING SHALL BE DIVIDED INTO ZONES FOR ALARM ANNUNCIATION AND SYSTEM CONFIGURATION PER THE REQUIREMENTS OF THE LOCAL FIRE MARSHAL AND/OR AUTHORITY. A ZONE WILL BE ASSIGNED FOR EACH SPRINKLER FLOW SWITCH AND EACH TAMPER SWITCH. AIR-HANDLING SYSTEMS REQUIRING IN-DUCT DETECTION SHALL BE ZONED PER UNIT. UNIT SHALL BE SHUT DOWN DIRECTLY BY AUXILIARY RELAY CONTROLLED BY DUCT SMOKE DETECTOR. PROOF THAT THE FIRE ALARM CONTRACTOR IS UNDERWRITERS LABORATORIES, INC. (U.L.) LISTED UNDER THE CLASSIFICATION OF "PROTECTIVE SIGNALING SERVICES- LOCAL, AUXILIARY, REMOTE STATION AND PROPRIETARY (UUJS) AND CENTRAL STATION PROTECTIVE SIGNALING SERVICES (UUFX)." OPERATION OF SYSTEM ON STANDBY POWER WITH PRIMARY POWER OFF. NFPA 72, CHAPTER 7, INSPECTION TESTING AND MAINTENANCE COMPLETE THE INSPECTION AND TESTING FORM IN ITS ENTIRETY. SUBMIT A COPY TO THE OWNER, ARCHITECT AND FIRE AUTHORITY. FIRE ALARM SYSTEM SCHEMATIC B. A. PART II - EXECUTION CERTIFICATION OF INSTALLATION COMPANY: AN OPERATION OF EACH INITIATING DEVICE. OPERATION OF SUPERVISORY FEATURES OF SYSTEM. AN OPERATION OF EACH INDICATING DEVICE (ALARM, HORN, AND ALARM LAMP). OPERATION OF ALL FEATURES OF SYSTEM UNDER NORMAL OPERATION. COPY OF THE FOLLOWING (NICET) CERTIFICATES. PROOF THAT THE CERTIFICATE HOLDERS ARE A PART OF THE FIRE ALARM CONTRACTOR'S LOCAL FACILITY SERVICING THIS PROJECT AND WILL INSTALL THE FIRE ALARM SYSTEM. NON-NICET INSTALLERS MAY BE UTILIZED ON THE PROJECT TO ASSIST NICET-CERTIFIED INSTALLER ONLY IF DIRECTLY SUPERVISED BY NICET-CERTIFIED INSTALLER. THE RATIO OF NICET-TO-NON-NICET INSTALLERS SHALL NOT EXCEED 1:3. CERTIFIED NICET TECHNICIAN LEVEL 2 (INSTALLER). CERTIFIED NICET TECHNICIAN LEVEL 4 (SUPERVISOR)2. 1. THE UDACT SHALL INCLUDE INDEPENDENT ZONE/POINT REPORTING IN THE CONTACT ID FORMAT. IN THIS FORMAT THE UDACT SHALL SUPPORT TRANSMISSION OF UP TO 2,040 POINTS. THIS ENABLES THE CENTRAL STATION TO HAVE EXACT DETAILS CONCERNING THE ORIGIN OF THE FIRE OR RESPONSE EMERGENCY. ABNORMAL TEST SIGNAL (PER URL REQUIREMENTS) EIA-485 COMMUNICATIONS FAILURE INDEPENDENT ZONE (ALARM, TROUBLE, NON-ALARM) INDEPENDENT ZONE SUPERVISORY SIGNAL AC (MAINS) POWER LOSS LOW BATTERY AND EARTH FAULT 12 AND 24 HOUR TEST SIGNAL COMMUNICATION SHALL INCLUDE VITAL SYSTEM STATUS SUCH AS: 6. 5. SYSTEM OFF NORMAL MANUAL STATIONS SHALL BE DUAL ACTION WITH A KEYED RESET. KEY SHALL MATCH THE CONTROL PANEL. STATIONS SHALL BE ADA 5 LB. PULL FORCE APPROVED. DESIGN REQUIREMENTS: THE FIRE ALARM SYSTEM SHALL BE RESPONSIBLE FOR CONTINUALLY SUPERVISING AND MONITORING BY ZONE THE FOLLOWING INITIATING, SIGNALING AND MONITORING CIRCUITS (AT A MINIMUM): THE COMPLETE INSTALLATION SHALL CONFORM TO APPLICABLE SECTIONS OF NFPA-72 2016 EDITION OR LATEST ADOPTED VERSION, LOCAL CODE REQUIREMENTS AND NATIONAL ELECTRICAL CODE. CONTROL PANEL SHALL BE FIELD PROGRAMMABLE WITHOUT THE USE OF A LAP TOP COMPUTER OR OTHER SPECIAL INSTRUMENTS. ALL AUDIO VISUAL DEVICES SHALL BE MANUFACTURER'S STANDARD WHITE UNLESS OTHERWISE NOTED. ALL VISUAL DEVICES WITHIN THE SAME AREA SHALL BE SYNCHRONIZED. CONTROL PANEL SHALL EMPLOY AUTOMATIC DRIFT COMPENSATION OF SMOKE DETECTORS. CONTROL PANEL SHALL MEET THE REQUIREMENTS OF NAPA CHAPTER 7 FOR CALIBRATED TEST. PART 1 - GENERAL REQUIREMENTS FIRE ALARM SYSTEM POWER SUPPLY (FAPS): THE FAPS IS A DEVICE DESIGNED FOR USE AS EITHER A REMOTE 24 VOLT POWER SUPPLY OR USED TO POWER NOTIFICATION APPLIANCES. THE FAPS SHALL OFFER UP TO 6.0 AMPS (4.0 AMPS CONTINUOUS) OF REGULATED 24 VOLT POWER. IT SHALL INCLUDE AN INTEGRAL CHARGER DESIGNED TO CHARGE 7.0 AMP HOUR BATTERIES AND TO SUPPORT 60 HOUR STANDBY. THE FAPS SHALL HAVE TWO INPUT TRIGGERS. THE INPUT TRIGGER SHALL BE A NOTIFICATION APPLIANCE CIRCUIT (FROM THE FIRE ALARM CONTROL PANEL) OR A RELAY. FOUR OUTPUTS (TWO STYLE Y OR Z AND TWO STYLE Y) SHALL BE AVAILABLE FOR CONNECTION TO THE NOTIFICATION DEVICES. THE FAPS SHALL INCLUDE THE ABILITY TO DELAY THE AC FAIL DELAY PER NFPA REQUIREMENTS. THE UDACT SHALL BE COMPLETELY FIELD PROGRAMMABLE FROM A BUILT-IN KEYPAD AND FOUR-CHARACTER RED, SEVEN-SEGMENT DISPLAY. THE UDACT SHALL INCLUDE CONNECTIONS FOR DUAL TELEPHONE LINES (WITH VOLTAGE DETECT), PER U.L./NFPA REQUIREMENTS. IT SHALL INCLUDE THE ABILITY FOR SPLIT REPORTING OF PANEL EVENTS. THE UDACT SHALL BE COMPACT IN SIZE, MOUNTING IN A STANDARD MODULE POSITION OF THE FIRE ALARM CONTROL CABINET. THE CONNECTION BETWEEN THE UDACT AND THE CONTROL PANEL SHALL BE COMPLETELY SUPERVISED. UNIVERSAL DIGITAL ALARM COMMUNICATOR TRANSMITTER (UDACT): THE UDACT IS AN INTERFACE FOR COMMUNICATING DIGITAL INFORMATION BETWEEN A FIRE ALARM CONTROL PANEL AND A URL LISTED CENTRAL STATION. MONITOR MODULE: MONITOR RELAYS FOR MONITORING SMOKE DOORS, GENERATORS, AUTOMATIC TRANSFER SWITCHES, FIRE SUPPRESSION SYSTEMS, ETC. AND WHERE INDICATED ON THE DRAWINGS OR AS REQUIRED BY LOCAL AH. TAMPER SWITCHES: SPRINKLER VALVE TAMPER SWITCHES COVER REMOVAL SHALL BE SUPERVISED. SWITCH SHALL BE PROVIDED WITH EITHER ONE OR TWO SETS OF S.P.D.T. MICRO SWITCHES AS REQUIRED. TAMPER SWITCH SHALL BE URL LISTED FOR ITS INTENDED PURPOSE. DEVICE TO BE FURNISHED AND INSTALLED BY SPRINKLER CONTRACTOR. WATERFLOW SWITCHES: WATERFLOW SWITCHES SHALL BE PROVIDED WITH A TAPPED 1/2" CONDUIT CONNECTION. THE FLOW SWITCH SHALL BE U.L. LISTED FOR ITS INTENDED PURPOSE. DEVICE TO BE FURNISHED AND INSTALLED BY SPRINKLER CONTRACTOR. SPRINKLER BELL: PROVIDE WHERE INDICATED ON DRAWINGS OR AS REQUIRED BY LOCAL AH. INCLUDE ALL COSTS IN BASE BID TO PROVIDE AND INSTALL A FLUSH HORN OR BELL PER THE EXTERIOR FLUSH HORN DETAIL. AN EXPOSED EXTERIOR BELL OR HORN IS NOT ACCEPTABLE UNLESS ITS USE IS DIRECTED BY THE LOCAL FIRE MARSHAL. THE FIRE ALARM CONTRACTOR SHALL NOTIFY THE ARCHITECT OF THE USE OF SURFACE MOUNTED BELLS/HORNS PRIOR TO ROUGH-IN. MAGNETIC DOOR HOLDER: PROVIDE WHERE INDICATED ON DRAWINGS OR AS REQUIRED BY LOCAL AH. CONTROL MODULE: PROVIDE WHERE INDICATED ON DRAWINGS OR AS REQUIRED BY LOCAL AH. 2. 3. 1. EQUIPMENT SUBSTITUTIONS MUST BE PRE-APPROVED BY THE ELECTRICAL ENGINEER (10) DAYS PRIOR TO THE BID DATE. CONTRACTOR MUST SHOW OPERATION OF EQUIPMENT AND COMPLIANCE WITH ALL FUNCTIONS AND FEATURES SPECIFIED. EQUIPMENT SUBSTITUTIONS NOT PRE-APPROVED PRIOR TO BID DATE WILL BE REJECTED. PART III - PRODUCTS (FACP) SPEAKER/STROBE: SPEAKER/STROBE DEVICES SHALL BE WALL OR CEILING MOUNTED PER THE DRAWINGS OR AS REQUIRED BY LOCAL AH. SPEAKER/STROBE SHALL OPERATE ON 24 VC POLARIZED CIRCUIT AND SHALL BE PROVIDED WITH A SEMI-FLUSH MOUNTING PLATE. STROBE LIGHT SHALL BE WHITE LEAN WITH "FIRE" ON (2) SIDES. SPEAKER SHALL HAVE DUAL VOLTAGE CAPABILITY AND FIELD SELECTABLE TAPS ADJUSTABLE FROM 1/8 TO 8 WATTS. THE STROBE SHALL HAVE A CANDELA DISTRIBUTION/RATING TO MEET ADA REQUIREMENTS. SPEAKER: SPEAKER DEVICES SHALL BE WALL OR CEILING MOUNTED PER THE DRAWINGS. SPEAKER SHALL OPERATE ON 24 VC POLARIZED CIRCUIT AND SHALL BE PROVIDED WITH A SEMI-FLUSH MOUNTING PLATE. SPEAKER SHALL HAVE DUAL VOLTAGE CAPABILITY AND FIELD SELECTABLE TAPS ADJUSTABLE FROM 1/8 TO 8 WATTS. VOICE EVACUATION PANEL (VEC): THE VC IS SELF-CONTAINED A.V. POWER SUPPLY/TRANSPONDER FOR USE WITH DISTRIBUTED MULTI CHANNEL VOICE SYSTEMS CAPABLE OF UP TO FOUR SIMULTANEOUS MESSAGES (MINIMUM OF EIGHT WHEN USED AS PART OF A MASS NOTIFICATION SYSTEM). IT CONTAINS AN INTEGRATED AUDIO AMPLIFICATION AND DISTRIBUTION SUB SYSTEM CONTROLLED BY THE FLAP. THE TRANSPONDER SHALL BE CAPABLE OF PLAYING UP TO FOUR SIMULTANEOUS MESSAGES OVER (4) INTEGRATED, CONTINUOUSLY SUPERVISED SPEAKER CIRCUITS. A FIREMAN'S MICROPHONE WITH ALL-CALL LOCAL PAGE CAPABILITY SHALL BE PROVIDED. ANNUNCIATOR/NETWORK SYSTEM ANNUNCIATOR: WHERE INDICATED ON DRAWINGS, PROVIDE AND INSTALL A CHARACTER DISPLAY REMOTE ANNUNCIATOR. REMOTE ANNUNCIATOR SHALL BE ELECTRICALLY SUPERVISED FROM CONTROL PANEL. REMOTE ANNUNCIATOR SHALL BE INSTALLED IN A FLUSH OR SURFACE MOUNTED CABINET WITH HINGED DOOR AND LOCK. COORDINATE FINAL LOCATION OF ALL ANUNNCIATORS WITH THE ARCHITECT AND LOCAL AHJ PRIOR TO ROUGH-IN. SMOKE DETECTORS: FURNISH AND INSTALL WHERE INDICATED ON DRAWINGS OR AS REQUIRED BY LOCAL AHJ. SENSORS SHALL BE ANALOG ADDRESSABLE TYPE. BEAM DETECTORS: BEAM DETECTORS SHALL BE REFLECTIVE TRANSMITTER/RECEIVER TYPE WITH INTEGRAL SENSITIVITY TRANSMITTING AN INFRARED SIGNAL TO A REFLECTIVE SURFACE OR RECEIVER. THE BEAM DETECTOR SHALL HAVE A KEYED REMOTE TEST AND ALARM INDICATOR MOUNTED WITHIN 100 FEET OF THE BEAM DETECTOR. FINAL LOCATION TO BE DETERMINED BY ARCHITECT. THE BEAM DETECTOR SHALL HAVE AN INTEGRAL OPTICS ALIGNMENT (TOOL) BUILT IN THE TRANSMITTER. AN ADDRESSABLE, (4) WIRE MONITORING MODULE SHALL COMMUNICATE THE ALARM AND TROUBLE INDICATIONS OF THE BEAM DETECTOR BACK TO THE FIRE ALARM CONTROL PANEL OR TRANSPONDER. HORN/STROBE: HORN/STROBE DEVICES SHALL BE WALL OR CEILING MOUNTED PER DRAWINGS OR AS REQUIRED BY LOCAL AHJ. SOUNDER/STROBE SHALL OPERATE ON 24 VDC POLARIZED CIRCUIT AND SHALL BE PROVIDED WITH A SEMI-FLUSH MOUNTING PLATE. STROBE LIGHT SHALL BE WHITE LEXAN WITH "FIRE" ON (2) SIDES. HORN SHALL HAVE A MINIMUM SOUND OUTPUT OF 100 DB AT 10'-0". THE STROBE SHALL HAVE A CANDELA DISTRIBUTION/RATING TO MEET ADA REQUIREMENTS. INSTALLATION OF THE FIRE ALARM SYSTEM SHALL NOT BE STARTED UNTIL DRAWINGS, INCLUDING STATE FIRE MARSHAL LISTING NUMBERS OF FIRE ALARM COMPONENTS, ARE SUBMITTED TO AND APPROVED BY THE LOCAL FIRE MARSHAL. WRITTEN CERTIFICATION BY FIRE ALARM EQUIPMENT DISTRIBUTOR OR MANUFACTURER SHALL BE SUBMITTED TO THE ARCHITECT AND THE STATE FIRE MARSHAL STATING THAT THE NEW SYSTEM AND ITS COMPONENT PARTS ARE AS "APPROVED AND LISTED" BY THE STATE FIRE MARSHAL AND THAT INSTALLATION CONFORMS IN ALL RESPECTS TO REQUIREMENTS SET FORTH IN ARTICLE 72, TITLE 24, PART 2, CALIFORNIA CODE OF REGULATIONS. FIRE ALARM SYSTEM CONSTRUCTION SHALL NOT BE STARTED UNTIL FIRE ALARM DRAWINGS ARE APPROVED BY AHJ AND ENGINEER. REMOTE LED: PROVIDE REMOTE LED AND/OR REMOTE LED/TEST STATION WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY LOCAL AHJ. DEVICE LOCATION SHALL BE COORDINATED WITH LOCAL AHJ AND ARCHITECT PRIOR TO ROUGH-IN. (FOR HVAC, SHUTOFF, SMOKE FIRE DAMPER CONTROL, ETC.) GENERAL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING OF ALL FINAL DESIGN, AGENCY APPROVALS, PLAN CHECK FEES, LABOR, EQUIPMENT, MATERIALS, AND PERFORMANCE OF OPERATIONS IN CONNECTION WITH THE INSTALLATION OF A COMPLETE AND FULLY FUNCTIONING CODE APPROVED FIRE ALARM SYSTEM. IT IS THE INTENT OF THE CONTRACT DOCUMENTS, WHICH ARE PRESENTED IN A DIAGRAMMATIC, "DESIGN-BUILD" FORMAT, FOR THE CONTRACTOR TO DESIGN, PROVIDE AND INSTALL A COMPLETE AND FULLY FUNCTIONING, CODE APPROVED FIRE ALARM SYSTEM. IN THE EVENT THAT ADDITIONAL DETAILS OR SPECIAL CONSTRUCTION IS REQUIRED FOR WORK INDICATED OR SPECIFIED IN THIS SECTION OR WORK SPECIFIED IN OTHER SECTIONS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MATERIAL AND EQUIPMENT WHICH IS USUALLY FURNISHED WITH SUCH SYSTEMS, IN ORDER TO PROVIDE A COMPLETE AND FULLY FUNCTIONING INSTALLATION, WHETHER MENTIONED HEREIN OR NOT. SPRINKLER FLOW / TAMPER SWITCHES - INCLUDING THOSE IN OTHER SECTIONS. PIV / OS&Y DEVICES - INCLUDING THOSE INSTALLED IN OTHER SECTIONS. REQUIRED APPROVALS: THE FIRE ALARM SYSTEM SHALL BE APPROVED BY THE LOCAL FIRE AUTHORITY IN ADDITION TO ANY OTHER REQUIRED APPROVALS. THIS APPROVAL SHALL BE OBTAINED PRIOR TO THE SUBMITTAL OF SHOP DRAWING DOCUMENTATION TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. SYSTEM PERFORMANCE: FURNISH AND INSTALL A COMPLETE FIRE ALARM SYSTEM AS DESCRIBED HEREIN AND AS INDICATED ON DRAWINGS TO BE WIRED, CONNECTED, AND LEFT IN FIRST CLASS OPERATING CONDITION. SYSTEM SHALL USE CLOSED LOOP INITIATING DEVICE CIRCUITS WITH INDIVIDUAL ZONE SUPERVISION, INDIVIDUAL INDICATING APPLIANCE CIRCUIT SUPERVISION, INCOMING AND STANDBY POWER SUPERVISION. INCLUDE A CONTROL PANEL, MANUAL PULL STATIONS, AUTOMATIC FIRE DETECTORS, HORNS, BELLS, FLASHING LIGHTS, ANNUNCIATOR, ALL WIRING, CONNECTIONS TO DEVICES, OUTLET BOXES, JUNCTION BOXES, AND ALL OTHER NECESSARY MATERIAL FOR A COMPLETE OPERATING SYSTEM. WARRANTY: CONTRACTOR SHALL WARRANT COMPLETED FIRE ALARM SYSTEM WIRING AND EQUIPMENT TO BE FREE FROM INHERENT MECHANICAL AND ELECTRICAL DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AND CERTIFIED TEST, OR FROM DATE OF FIRST BENEFICIAL USE. THE EQUIPMENT MANUFACTURER SHALL MAKE AVAILABLE TO THE OWNER A MAINTENANCE CONTRACT PROPOSAL TO PROVIDE A MINIMUM OF (2) INSPECTIONS AND TESTS PER YEAR IN COMPLIANCE WITH NFPA-72 GUIDELINES. UPON COMPLETION OF INSTALLATION OF FIRE ALARM EQUIPMENT, ELECTRICAL CONTRACTOR SHALL PROVIDE TO THE ENGINEER A SIGNED, WRITTEN STATEMENT CONFIRMING THAT THE FIRE ALARM EQUIPMENT WAS INSTALLED IN ACCORDANCE WITH SPECIFICATIONS, WIRING DIAGRAMS, INSTRUCTIONS AND DIRECTIONS PROVIDED BY MANUFACTURER. A COMPLETE DESCRIPTION OF NATURE AND SCOPE OF TRAINING PROGRAM FOR MAINTENANCE TECHNICIANS, OPERATORS, SYSTEM USERS, AND MANAGEMENT PERSONNEL SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE A COMPLETE TRAINING PROGRAM FOR SYSTEM USERS, AND A MINIMUM OF (4) COPIES OF OPERATING INSTRUCTIONS. IN ADDITION, CONTRACTOR SHALL PROVIDE A TRAINING PROGRAM FOR THE OWNER'S MAINTENANCE PERSONNEL. THIS TRAINING SHALL BE PROVIDED FOR A MINIMUM OF (3) PERSONS WITHIN ONE YEAR OF COMPLETION DATE. COSTS FOR INSTRUCTION SHALL BE PAID BY CONTRACTOR. TRAINING SHALL BE SCHEDULED AND COORDINATED BY THE OWNER. FIRE ALARM EQUIPMENT SHALL BE U.L. LISTED AND C.S.F.M. LISTED. CATALOG AND MODEL NUMBERS LISTED ARE INTENDED TO ESTABLISH TYPE AND QUALITY OF EQUIPMENT AND SYSTEM DESIGN AS WELL AS OPERATING FEATURES REQUIRED. MANUFACTURER'S SPECIFICATION SHEETS OF EACH ITEM SO LISTED SHALL BE CONSIDERED TO BE A PART OF THESE SPECIFICATIONS AND BINDING HEREIN. ANY DEVIATION FROM INTENDED FUNCTIONS OF SYSTEM SPECIFIED MAY NOT BE APPROVED, AT OPTION OF THE OWNER/ENGINEER. FIRE ALARM CONTROL PANEL (FACP): WHERE INDICATED ON DRAWINGS, PROVIDE AND INSTALL A FIRE ALARM CONTROL PANEL. CONSTRUCTION SHALL BE MODULAR WITH SOLID STATE, MICROPROCESSOR-BASED ELECTRONICS. FATC: PROVIDE FIRE ALARM TERMINAL CABINET AS REQUIRED OR AS SHOWN ON DRAWINGS. PROVIDE ALL NECESSARY CONDUIT(S) AND CONDUCTORS AS REQUIRED TO CONNECT DEVICES REQUIRED TO BE MONITORED BY THE LOCAL AUTHORITY HAVING JURISDICTION. THESE INCLUDE, BUT ARE NOT LIMITED TO, PIV(S), BACKFLOW PREVENTER(S), DETECTOR CHECK VALVE(S), OS&Y VALVE(S), ETC. REFER TO CIVIL/PLUMBING DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES OF THESE DEVICES. HEAT DETECTORS: FURNISH AND INSTALL WHERE INDICATED ON DRAWINGS OR AS REQUIRED BY LOCAL AHJ. SENSORS SHALL BE ADDRESSABLE. DUCT SMOKE DETECTORS: PROVIDE DUCT SMOKE DETECTORS WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY LOCAL AHJ. DUCT SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE AND THE INSTALLATION MUST COMPLY WITH NFPA-90A. 7. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ALL SYSTEM EXTENSIONS AND FINAL CONNECTIONS TO THE EXISTING FIRE ALARM (FA) OR CENTRAL MONITORING (CM) SYSTEM SHALL BE MADE BY THE CONTRACTOR INCLUDING FINAL TESTING AND COORDINATION WITH THE FIRE MARSHALL AND BUILDING OWNER'S SECURITY DEPARTMENT. CONTRACTOR IS RESPONSIBLE FOR PRE-BID FIELD INVESTIGATION OF EXISTING FIRE ALARM (FA) OR CENTRAL MONITORING (CM) SYSTEM. THE CONTRACTOR SHALL COORDINATE THE LOGISTICS AND WORK IMPLEMENTATION WITH THE BUILDING OWNER, BUILDING OWNER'S SECURITY STAFF, ALARM MONITORING COMPANY BEFORE STARTING ANY WORK. EVERY SURPLUS FA/CM DEVICE, RESULTING FROM THIS PROJECT, SHALL BE TURNED OVER TO THE BUILDING OWNER. THE CONTRACTOR SHALL DETERMINE THE EXTENT OF THEIR WORK INCLUDING, BUT NOT LIMITED TO, SUCH ITEMS AS CONDUITS, WIRES, "J" BOXES, ETC. THE ACTUAL FINAL CONNECTIONS OF ALL FA/CM DEVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO PRECLUDE EXISTING FA/CM SMOKE DETECTOR ACTIVATION DUE TO THE PROXIMITY OF ANY DEMOLITION OR CONSTRUCTION RELATED ACTIVITIES, THE CONTRACTOR SHALL, WHEN WORKING IN THE PROXIMITY OF ANY SENSOR, REQUEST THAT BUILDING OWNER'S ALARM MONITORING COMPANY PUT THE SYSTEM OFF LINE. ON AND OFF LINE ACTIVATION OF THE SYSTEM SHALL BE THOROUGHLY COORDINATED WITH THE BUILDING OWNER. THERE IS A $2,000 PENALTY, ENFORCED BY AND PAID TO THE BUILDING OWNER, FOR EACH OCCURRENCE OF A FALSE ALARM CAUSED BY THE NEGLIGENCE OF CONSTRUCTION ACTIVITIES. COORDINATE ALL SMOKE DETECTOR PROTECTION WITH BUILDING OWNER'S ALARM MONITORING COMPANY TO PREVENT ACTIVATION OF FALSE ALARMS WHEN PUT BACK ON LINE. COORDINATE AND SECURE APPROVAL FROM BUILDING OWNER PRIOR TO THE START OF NOISY CONSTRUCTION ACTIVITIES TO PREVENT COMPLAINTS FROM ADJACENT TENANT SUITES. ALL ROUGH ELECTRICAL, CONDUITS, "J" BOXES AND WIRING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL INITIAL DISCONNECTION/ DEMOLITION OR FINAL CONNECTION TO THE FA/CM SYSTEM SHALL BE MADE BY CONTRACTOR, INCLUDING FINAL TESTING AND COORDINATION WITH THE FIRE MARSHAL AND OWNER'S ALARM MONITORING COMPANY. IN ESSENCE, THE CONTRACTOR IS RESPONSIBLE FOR ALL THE WORK AND MATERIALS FURNISHED AND INSTALLED BY THEM IN FULL COORDINATION WITH OWNER IN ORDER TO FURNISH A FULLY OPERATIONAL SYSTEM. SMOKE DETECTORS SHALL BE PROTECTED/PROVIDED IN ACCORDANCE WITH CURRENTLY ADOPTED NFPA 72 STANDARD (17.7.1.11.2 &.3) AND LOCAL AHJ REQUIREMENTS FOR SMOKE DETECTION DURING CONSTRUCTION. EXISTING SYSTEM EXTENSION REQUIREMENTS RELAY MODULE: PROVIDE WHERE INDICATED ON DRAWINGS OR AS REQUIRED BY LOCAL AHJ. RELAY(S) SHALL BE RATED FOR CONTINUOUS MOTOR OR INDUCTIVE LOADS SUCH AS COMBINATION SMOKE FIRE DAMPERS (CSFDs), MAGNETIC HOLD OPENS, ETC. QUANTITY OF RELAYS SHALL BE BASED ON PROJECT-SPECIFIC CSFD LOADS WHICH SHALL NOT EXCEED 80% OF MOTOR LOAD RATING OF THE RELAY. INCLUDE ALL COSTS IN BASE BID TO ADD ADDITIONAL 120V CONDUCTORS AS REQUIRED TO PARTITION LOADS ON INDIVIDUAL RELAYS TO MEET THE 80% RELAY MOTOR LOAD LIMIT. FIRE ALARM/CENTRAL MONITORING SYSTEM SYMBOLS FA FIRE ALARM CONTROL PANEL - SEE SPECIFICATIONS. FIRE ALARM ANNUNCIATOR PANEL - SEE SPECIFICATIONS. FIRE ALARM TERMINAL CABINET - SEE SPECIFICATIONS. FIRE ALARM SYSTEM POWER SUPPLY/TRANSPONDER PANEL - SEE SPECIFICATIONS. FIRE ALARM FLASHING LIGHT (ADA APPROVED), WALL MOUNTED - SEE SPECIFICATIONS. CANDELA RATING AS REQUIRED TO MEET ADA COVERAGE REQUIREMENTS. FIRE ALARM FLASHING LIGHT (ADA APPROVED), CEILING MOUNTED DEVICE - SEE SPECIFICATIONS. CANDELA RATING AS REQUIRED TO MEET ADA COVERAGE REQUIREMENTS. FIRE ALARM SPEAKER/FLASHING LIGHT, WALL MOUNTED - SEE SPECIFICATIONS. FIRE ALARM SPEAKER/FLASHING LIGHT, CEILING MOUNTED DEVICE - SEE SPECIFICATIONS. FIRE ALARM SPEAKER, CEILING MOUNTED - SEE SPECIFICATIONS. FIRE ALARM SPEAKER, WALL MOUNTED - SEE SPECIFICATIONS. FIRE ALARM BELL - SEE SPECIFICATIONS. FIRE ALARM MANUAL PULL STATION, WALL MOUNTED - SEE SPECIFICATIONS. FIRE ALARM SMOKE DETECTOR, CEILING MOUNTED - SEE SPECIFICATIONS. FIRE ALARM HEAT DETECTOR, CEILING MOUNTED - SEE SPECIFICATIONS. FIRE ALARM FLOW SWITCH - SEE SPECIFICATIONS. FIRE ALARM TAMPER SWITCH - SEE SPECIFICATIONS. FIRE ALARM POST INDICATING VALVE/OS&Y/DOUBLE BACK CHECK VALVE - SEE SPECIFICATIONS. FIRE ALARM SYSTEM MONITOR MODULE - SEE SPECIFICATIONS. FIRE ALARM SYSTEM CONTROL MODULE - SEE SPECIFICATIONS. CA FIRE MARSHAL-LISTED FIRE ALARM RELAY - SEE SPECIFICATIONS. FIRE ALARM BRANCH CIRCUIT PER FIRE ALARM WIRING DIAGRAMS & SPECIFICATIONS. FIRE ALARM END-OF-LINE RESISTOR - SEE SPECIFICATIONS. FIRE ALARM VOICE EVACUATION SYSTEM CONTROL PANEL - SEE SPECIFICATIONS. FIRE ALARM SYSTEM CONTROL RELAY MODULE - SEE SPECIFICATIONS. SYSTEM CONTROLS SHALL BE U.L. LISTED FOR POWER LIMITED APPLICATIONS PER NEC (OR CEC WHERE ADOPTED) ART. 760.121. SYSTEM SHALL BE CAPABLE OF COMMUNICATING WITH AN OFFICE SITE CENTRAL MONITORING SYSTEM. C. SUBMITTALS: SUBMIT IN ACCORDANCE WITH PROJECT GENERAL REQUIREMENTS SPECIFICATIONS. SHOW EQUIPMENT LOCATIONS, WIRING SCHEMATICS, DETAILS, PANEL CONFIGURATION AND SIZES AND A POINT-TO-POINT SCHEMATICS OF CIRCUITS AND ZONE SCHEDULES. INCLUDE FRONT ELEVATIONS, CABINET DIMENSIONS, TYPE OF MOUNTING, DOORS, BARRIERS, CATALOG NUMBER OF LOCKS, AND FINISHES FOR ALL TERMINAL CABINETS. SHOW INTERFACES TO EQUIPMENT FURNISHED BY OTHERS, IDENTIFYING NUMBERS OF WIRES AND TERMINATION REQUIREMENTS. PROVIDE MANUFACTURER CUT SHEETS FOR ALL SYSTEM COMPONENTS INDICATING U.L. AND CSFM LISTINGS. GENERIC CUT SHEETS ARE UNACCEPTABLE - EACH CUT SHEET SHALL INDICATE/IDENTIFY SPECIFIC COMPONENTS ALONG WITH ANY REQUIRED COMPONENT OPTIONS/ACCESSORIES UTILIZED ON THE PROJECT. PROVIDE COMPLETE SEQUENCE OF OPERATIONS OF SYSTEM. PROVIDE COMPLETE SYSTEM WIRING DIAGRAMS FOR COMPONENTS CONNECTED TO SYSTEM AND INTERFACES TO EXISTING EQUIPMENT. PROVIDE A COPY OF ANY STATE OR LOCAL FIRE ALARM SYSTEM EQUIPMENT APPROVALS. PROVIDE ONE COPY OF ACCEPTANCE TEST PROCEDURES FOR REVIEW. VISUALLY OBJECTIONABLE CONDUITS SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, CONDUITS SHALL BE ROUTED NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. ALL WIRING SHALL BE INSTALLED IN CONCEALED CONDUIT. ROUTE FIRE ALARM SYSTEM WIRING IN SEPARATE CONDUITS FROM ALL OTHER WIRING. ADDITIONALLY: WHEN CONDUIT CANNOT BE CONCEALED, CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM ARCHITECT/ENGINEER TO PROVIDE SURFACE RACEWAYS OR CONDUITS PRIOR TO ANY ROUGH-IN. SURFACE RACEWAYS AND CONDUITS SHALL BE PROPERLY PREPARED AND PAINTED - COLOR AS SELECTED BY ARCHITECT/ENGINEER. 1. 2. 3. a. MONITORING ACCOUNT NUMBER b. PRIMARY RECEIVER PHONE NUMBER c. SECONDARY RECEIVER PHONE NUMBER d. RECEIVER TYPE e. TRANSMISSION FORMAT f. MONITORING COMPANY NAME g. MONITORING COMPANY MAIN PHONE h. CONTACT PERSON AT MONITORING COMPANY UDACT PROVISIONING SHALL BE INCLUDED IN THE BASE BID BASED ON THE FOLLOWING ASSUMPTIONS: ASSUME THE FOLLOWING INFORMATION WILL BE PROVIDED BY THE OWNER TO PROGRAM AN INSTALLED UDACT TO A THIRD-PARTY CENTRAL STATION: ASSUME THIRD-PARTY CENTRAL STATION PROVIDER SHALL PROVIDE 72 HOURS ADVANCE NOTICE FOR FIRE ALARM CONTRACTOR/INSTALLER TO BE PRESENT FOR UDACT PROGRAMMING, PRE-TESTING, TESTING, AND CONNECTION. ASSUME A REPRESENTATIVE FROM THE THIRD-PARTY CENTRAL STATION IS REQUIRED AT LOCATION AT TIME OF PROGRAMMING, PRETEST AND CONNECTION. ADDITIONALLY, THIRD-PARTY CENTRAL STATION PROVIDER SHALL PROVIDE ANY MONITORING REPORTS REQUIRED BY THE FIRE DEPARTMENT. A SEPARATE PERMIT WILL BE SUBMITTED AND PAID FOR BY THE THIRD-PARTY CENTRAL STATION PROVIDER. FIRE ALARM SYSTEM SPECIFICATIONS FACP FAAP FATC FAPS VECP F SF MS F SF S B S SD HD W T PV M C CR R GAMEWELL - FCI LCD-E3 (FOR USE WITH E3 CLASSSIC) GAMEWELL-FCI E3 CLASSIC - FOR USE IN ONE THRU THREE STORY BUILDING WITH OR WITHOUT VEC REQUIREMENT. GAMEWELL - FCI E3 CLASSIC - FOR USE IN ONE THRU FIVE STORY BUILDINGS WITH ELEVATORS IN A CAMPUS ENVIRONMENT WITH OR WITHOUT VEC REQUIREMENT. 24"x24"x6" METAL CABINET WITH SCREW COVER (FOR USE WITH NFS2-640 & NFS2-3030) 18"x 18"x 4" METAL CABINET WITH SCREW COVER (FOR USE WITH NFS-320) (RETURN AIR, AREA, IN-DUCT AREA) SPEAKER: SPEAKER/ STROBE: FATC: GAMEWELL-FCI #MS-7AF GAMEWELL-FCI #ASD-PL2F PHOTOELECTRIC ANNUNCIATOR: POWER SUPPLY(FAPS): STROBE: MANUAL STATION: SMOKE DETECTORS: GAMEWELL - FCI #HPF24S6 VECP: FIRE ALARM SYSTEM PRODUCTS (GAMEWELL-FCI) SYSTEM SENSOR #FCO-951SMOKE / CO DETECTORS: SOUNDER BASE (INTELLIGENT): AUTHORIZATION LETTERS: LETTER FROM THE FIRE ALARM EQUIPMENT MANUFACTURER STATING THAT THE FIRE ALARM CONTRACTOR IS A FACTORY AUTHORIZED DISTRIBUTOR, AND IS TRAINED AND CERTIFIED FOR THE EQUIPMENT PROPOSED ON THIS PROJECT AND IS LICENSED TO PURCHASE AND INSTALL THE SOFTWARE REQUIRED TO PROVIDE THE SPECIFIED FUNCTIONS. D. SYSTEM SENSOR #B200-S (WHERE COMBINATION CO/ SMOKE DETECTORS ARE REQUIRED) SYSTEM SENSOR #B200-SLF (LOW FREQUENCY SOUND FOR USE IN SLEEPING AREAS) SYSTEM SHALL BE GAMEWELL - FCI TO MATCH EXISTING ON CAMPUS. SYSTEM SENSOR #L-SERIES SYSTEM SENSOR #L-SERIES SYSTEM SENSOR #L-SERIES CONNECTED LIFE SAFETY SERVICES (CLSS): THE CLSS IS AN INTERFACE FOR COMMUNICATING SYSTEM EVENTS VIA OWNER LOCAL AREA NETWORK. CLSS SHALL BE CONFIGURED WITH A FIXED IP ADDRESS (FURNISHED BY OWNER-IMPLEMENTED BY CONTRACTOR) TO ALLOW AUTOMATIC EMAIL OR CELL PHONE TEXT MESSAGING IN RESPONSE TO ANY SYSTEM EVENT. ADDITIONAL CLSS UNITS SHALL ALLOW VIEWING OF SYSTEM STATUS, SYSTEM EVENT HISTORY AND DEVICE PROPERTIES BASED ON ACCESS PERMISSIONS DEFINED BY THE OWNER. CONTRACTOR SHALL INCLUDE (8) HOURS OF CLSS CONFIGURATION BASED ON OWNER INPUT COMBINED WITH CONFIGURATION TRAINING FOR THE OWNER'S REPRESENTATIVES IN BASE BID. 1/2"C., 2 #12 & 1 #12 GRD. FACPFAPS 1/2"C., 2 #12 & 1 #12 GRD. FAPS OR VEC QTY. AS REQUIRED FATCFATC CLSS ALARM CONDUCTORS 1/2"C., WITH FIRE 1"C., WITH FIRE ALARM CONDUCTORS, TYP. U.O.N. J J UDACT 3/4"C., WITH DATA CABLING AS REQUIRED. SPC SOLE PATH COMMUNICATOR (CELLULAR) BY OWNER'S MONITORING COMPANY/ VENDOR. LOCATE WITHIN 20FT OF FACP. WHERE REQUIRED PROVIDE REMOTE ANTENNA KIT WITH CABLE/CONDUIT AND BOXES AS REQUIRED TO MEET MFG SPECIFICATIONS SPC SPECIFICATIONS FIRE ALARM VOICE EVACUATION AUDIO AMPLIFIER - SEE SPECIFICATIONS.AMP AUDIO AMPLIFIER (AMP):GAMEWELL - FCI #AA SERIES 21159.00 1202 W Edinger Ave10/3/2024 SF 110cd MS MS MS MS S S S WP WP WP S WP FAPS AMP REMOTE POWER SUPPLY "FAPS" AND DIGITAL AUDIO AMPLIFIER "AMP" FOR VOICE CAPABILITY SD tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger City Submittal 09/06/23- 1/8" = 1'-0" FIRE ALARM PLAN 1 FIRE ALARM PLAN FA1-1 48" AFF FIRE I F R E FINISHED FLOOR DEVICE MOUNTING DETAILS SCALE: N.T.S.2 JUNCTION BOX MOUNTED ON STRUCTURAL CEILING. STRUCTURAL CEILING TO NEXT DEVICE JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT. CEILING MOUNTED FIRE ALARM DEVICE ALL DEVICE HEIGHTS DEPICTED SHALL BE MODIFIED AS REQUIRED BY GOVERNING BUILDING CODES. CONTRACTOR TO VERIFY/RECONCILE APPLICABLE CODE REQUIREMENTS AND ANY DEVICE HEIGHT REQUIREMENTS DEPICTED ON ARCHITECTURAL OR INTERIOR DESIGN PLANS AND SPECIFICATIONS PRIOR TO DEVICE ROUGH-IN. CONFLICTS OR LACK OF MOUNTING HEIGHT SPECIFICITY ON THE ARCHITECTURAL OR INTERIOR DESIGN PLANS AND SPECIFICATIONS SHALL BE CAUSE FOR THE CONTRACTOR TO ISSUE A FORMAL WRITTEN RFI FOR RESOLUTION. DEVICE MOUNTING HEIGHT CLARIFICATIONS/SPECIFICATIONS SHALL NOT RESULT IN AN ADDITIONAL COST TO THE OWNER - CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID. HORN/STROBE, SPEAKER/STROBE, HORN, SPEAKER OR STROBE. MANUAL PULL STATION 90" AFF WHERE CEILING HEIGHT AND NFPA 72 ALLOW. FIRE ALARM PLAN GENERAL NOTES: 21159.00 1202 W Edinger Ave10/3/2024 A/C AIR CONDITIONING ABV ABOVE ACCEPT ACCEPTANCE ACU AIR CONDITIONING UNIT AD ACCESS DOOR ADA AMERICANS WITH DISABILITIES ACT ADD ADDITION AFF ABOVE FINISH FLOOR AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL ARI AMERICAN REFRIGERATION INSTITUTE AS AIR SEPARATOR ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AUTO AUTOMATIC AUX AUXILIARY AV AIR VENT B BOILER BAS BUILDING AUTOMATION SYSTEM BDD BACKDRAFT DAMPER BFF BELOW FINISH FLOOR BLDG BUILDING BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BSMT BASEMENT BV BALL VALVE BYV BUTTERFLY VALVE C COMMON, CONDENSATE OR CONDUIT CA CONTROL AIR, or COMBUSTION AIR CAC CALIFORNIA ADMINISTRATIVE CODE CAP CAPACITY CAV CONSTANT AIR VOLUME CB CHILLED BEAM CBC CALIFORNIA BUILDING CODE CC COOLING COIL OR CONTROLS CONTRACTOR CD CONSTRUCTION DOCUMENTS CEC CALIFORNIA ELECTRICAL CODE CFC CALIFORNIA FIRE CODE CFM CUBIC FEET PER MINUTE CH CHILLER CHV CHECK VALVE CHWP CHILLED WATER PUMP CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CL CENTERLINE CLG CEILING CMC CALIFORNIA MECHANICAL CODE CONN CONNECTION CP CONTROL PANEL CPC CALIFORNIA PLUMBING CODE CV CONSTANT VOLUME OR CONTROL VALVE CWP CONDENSER WATER PUMP CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY D DROP OR DRAIN DDC DIRECT DIGITAL CONTROL DEMO DEMOLISH / DEMOLITION DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIFF DIFFERENCE DISCH DISCHARGE DN DOWN DV DIAPHRAGM VALVE DWG DRAWING DX DIRECT EXPANSION (E)EXISTING TO REMAIN EA EXHAUST AIR OR EACH EC ELECTRICAL CONTRACTOR ECON ECONOMIZER EF EXHAUST FAN EL ELEVATION ELEC ELECTRICAL EQUIP EQUIPMENT ET EXPANSION TANK EXH EXHAUST FC FLEXIBLE CONNECTION OR FAIL CLOSED FCU FAN COIL UNIT FD FIRE DAMPER FF FINISH FLOOR OR FINAL FILTER FFE FINISH FLOOR ELEVATION FLR FLOOR FPB FAN POWERED BOX FSD FIRE/SMOKE DAMPER FT FOOT / FEET G GAS GA GAUGE, GAGE GALV GALVANIZED GLV GLOBE VALVE GN GENERAL NOTE GND GROUND GPM GALLON PER MINUTE GV GATE VALVE HC HEATING COIL HP HORSEPOWER HP HIGH PRESSURE HP HEAT PUMP HPC HIGH PRESSURE CONDENSATE HPS HIGH PRESSURE STEAM HRU HEAT RECOVERY UNIT HVAC HEATING, VENTILATION & AIR CONDITIONING HW HEATING WATER HWP HEATING WATER PUMP HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HX HEAT EXCHANGER ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH L LENGTH LP LOW PRESSURE LPC LOW PRESSURE CONDENSATE LPS LOW PRESSURE STEAM M MOTOR MA MIXED AIR MAX MAXIMUM MC MECHANICAL CONTRACTOR MCC MOTOR CONTROL CENTER MECH MECHANICAL MIN MINIMUM MPC MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM MV MANUAL AIR VENT (N)NEW N/A NOT APPLICABLE NC NORMALLY CLOSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED P PUMP OR PRESSURE OR POLE PC PUMPED CONDENSATE PD PRESSURE DROP PF PRE FILTER PG PIPE GUIDE OR PRESSURE GAUGE PH PHASE PLBG PLUMBING POC POINT OF CONNECTION POD POINT OF DISCONNECTION PS PRESSURE SENSOR PSI POUNDS PER SQUARE INCH QTY QUANTITY ( R )REMOVE R RISERS, RELOCATE OR RISE RA RETURN AIR REFRIG REFRIGERANT REQ'D REQUIRED REV REVISE, REVISION OR REVOLUTIONS RF RETURN FAN RHC REHEAT COIL RM ROOM RS REFRIGERANT SUCTION RTU ROOFTOP UNIT SA SUPPLY AIR SAN SANITARY SD SMOKE DAMPER SEN SENSIBLE SF SUPPLY FAN OR SQUARE FEET SP STATIC PRESSURE SPEC SPECIFICATION SQ FT SQUARE FEET SQ IN SQUARE INCH ST STRAINER OR SOUND TRAP OR STEAM TRAP STD STANDARD STRUC STRUCTURAL T THERMOSTAT OR THERMOMETER OR THROAT TCP TEMPERATURE CONTROL PANEL TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE THRU THROUGH TI TENANT IMPROVEMENT TS TEMPERATURE SENSOR TSP TOTAL STATIC PRESSURE TYP TYPICAL UC UNDERCUT DOOR UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE W/WITH W/O WITHOUT WG WATER GAUGE WPD WATER PRESSURE DROP WSHP WATER SOURCE HEAT PUMP WT WEIGHT XFMR TRANSFORMER FR FIRE WRAP IW INDUSTRIAL WASTE PE PNEUMATIC ELECTRIC PCR PRESSURIZED CONDENSATE RETURN TOP TOP OF DUCT WMS WIRE MESH SCREEN ABBREVIATIONS BACKDRAFT DAMPER OXYGEN SENSOR0 AUTOMATIC DAMPER (WITH ACTUATOR) REMOVE EXIST. EQUIP., PIPES, OR DUCT SHOWN HATCHED SWITCH (MANUAL WALL MOUNT OR DOOR INTERLOCK) HUMIDITY SENSOR DOOR LOUVER OR UNDERCUT DUCT RISE / DUCT DROP D.L./U.C. MANUAL VOLUME DAMPER S H FIRE DAMPER R EXIST. DUCTWORK TO BE REMOVED & CAPPED EXIST. MECHANICAL EQUIPMENT & DUCT EXIST. DIFFUSER, RETURN AIR GRILLE OR EXHAUST GRILLE TO BE REMOVED CO2 SENSORCO2 x ROOM THERMOSTAT & ZONE NUMBERT EM ME M INSTALLED BY MECHANICAL FURNISHED BY ELECTRICAL BY MECHANICAL FURNISHED & INSTALLED INSTALLED BY ELECTRICAL FURNISHED BY MECHANICAL TOTAL LENGTH (FT) CFM/FT # OF SLOTS - SLOT WIDTH AIR QUANTITY (C.F.M.) NECK SIZE SUPPLY, RETURN, & EXHAUST REGISTER LINEAR SUPPLY & RETURN POINT OF CONNECTION E FURNISHED & INSTALLED BY ELECTRICAL LIMIT OF DEMOLITION AIR QUANTITY (CFM) NECK SIZE RELIEF AIR GRILLE DESCRIPTIONSYMBOL HVAC LEGEND CONTROLS (PLAN) SMOKE DETECTORSD DUCTWORK 14x12 RECTANGULAR DUCT SIZE (WIDTH x DEPTH IN INCHES) DUCT WITH SOUND INSULATION STAINLESS STEEL DUCTWORK SUPPLY AIR RETURN AIR EXHAUST AIR FLEXIBLE DUCT 14x12 ROUND DUCT SIZE (WIDTH x DEPTH IN INCHES) 14"Ø 14"Ø RECTANGULAR DUCT UP RECTANGULAR DUCT DOWN DUCT TRANSITION (RECTANGULAR TO ROUND) LINEAR DIFFUSER XY.ZZZ KEYNOTE GENERAL MECHANICAL GENERAL NOTES DEMOLITION NOTES EQUIPMENT ANCHORAGE AND SYSTEM BRACING 1.ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CALIFORNIA BUILDING CODE REQUIREMENTS IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-10, SECTION 13.6 AND TABLE 13.6-1. a.ALL PERMANENT EQUIPMENT AND COMPONENTS. b.TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICE SUCH AS ELECTRICITY, GAS OR WATER. c.MOVABLE EQUIPMENT WHICH IS STATION IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS. 2.THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT THE ATTACHMENT NEED NOT TO BE DETAILED ON PLAN. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING AND CONDUIT. a.COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. b.COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR HUNG FROM WALL. 3.FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE INSTALLED PER SMACNA GUIDELINES AND/OR MANUFACTURER'S RECOMMENDATIONS. 4.SEISMIC ANCHORAGE OF EQUIPMENT AND BRACING OF PIPING/DUCTWORK SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-10, SECTION 13.6 AND TABLE 13.6-1. 1.ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING STRUCTURAL, PLUMBING, AIR CONDITIONING AND ELECTRICAL. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER. 2.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 3.DO NOT SCALE DRAWINGS. ALL DIMENSIONS AND JOB SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL, START OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. 4.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK AND PROVIDE A FULLY OPERATIONAL SYSTEM. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE CITY AND STATE FIRE MARSHALL. 5.CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF DEMOLITION AND/OR NEW WORK. 6.ALL EQUIPMENT THAT IS REMOVED AND NOT REUSED SHALL BE COORDINATED WITH, AND/OR RETURNED TO, THE BUILDING OWNER. 7.ALL EXISTING DUCT TAPS THAT ARE REMOVED AND NOT REUSED SHALL BE CAPPED AIRTIGHT AND SEALED WITH "MIRACLE" DUCT SEALER AND D-617 OR EQUAL. 8.VERIFY FINAL LOCATION OF THERMOSTATS WITH ARCHITECT AND/OR TENANT CONSTRUCTION COORDINATOR PRIOR TO ANY INSTALLATION WORK. 9.CONTRACTOR SHALL PROVIDE RECORD/AS BUILT DOCUMENTS TO CONSTRUCTION COORDINATOR, ARCHITECT AND ENGINEER AT COMPLETION OF CONSTRUCTION. 10.MAINTAIN NET FREE AREA EQUAL TO DUCT SIZE WHERE FIRE DAMPERS OCCUR. 11.ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FOR 55° F TO 85° F AND SHALL BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE. THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 5° F BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED. TEMPERATURE CONTROL SYSTEM SHALL OPERATE IN ACCORDANCE WITH THE BASE BUILDING SEQUENCE OF OPERATION 12.PROVIDE MINIMUM DUCT RADIUS ON ELBOWS AT 1-1/2 TIMES DUCT SIZE. 13.ALL CEILING DIFFUSERS ARE 4-WAY THROW UNLESS NOTED OTHERWISE. 13.1.DIFFUSERS SHALL BE ADJUSTED BY MECHANICAL CONTRACTOR AND/OR TEST & BALANCE CONTRACTOR FROM 4-WAY TO 3-WAY OR 2-WAY WHEN WITHIN 3'-0" OF ADJACENT WALL OR CORNER. SUBMIT PROPOSED ADJUSTMENTS IN WRITING PRIOR TO ADJUSTING. 14.CONTRACTOR SHALL STRICTLY COORDINATE ALL CEILING DIFFUSERS AND GRILLES WITH ARCHITECTURAL REFLECTED CEILING PLAN. IF ANY DISCREPANCIES ARE ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. VERIFY WITH OWNERS REPRESENTATIVE IN FIELD PRIOR TO INSTALLATION. 15.RETURN AIR PLENUM SHALL NOT CONTAIN ANY COMBUSTIBLES. 16.MATERIALS EXPOSED WITHIN DUCT OR PLENUM SHALL COMPLY WITH SECTION 602.2 OF THE 2022 CMC. ALL MATERIALS EXPOSED WITHIN THE CEILING PLENUM SHALL HAVE A FLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50. 17.PROVIDE SMOKE DETECTORS IN MAIN SUPPLY AIR DUCTS OF AIR MOVING SYSTEMS EXCEEDING 2,000 CFM AND ANY COMBINATION OF SYSTEMS SERVING AREAS PERMANENTLY OPEN TO EACH OTHER WHOSE COMBINED SUPPLY AIR EXCEEDS 2,000 CFM PER SECTION 609.1 OF THE 2022 CMC. 18.MECHANICAL REFRIGERATION SYSTEMS SHALL COMPLY WITH REQUIREMENTS OF SECTION 608 OF THE 2022 CFC. 19.ENVIRONMENTAL AIR DUCTS SHALL NOT TERMINATE LESS THAN 3-FT. FROM A PROPERTY LINE, 10-FT FROM A FORCED AIR INLET, 10-FT ABOVE A PUBLIC WALKWAY AND 3-FT FROM OPENINGS INTO THE BUILDING, PER 2022 CMC 502.2.1. 20.HEATING HOT WATER AND CHILLED WATER PIPING SHALL BE INSTALLED AS HIGH AS POSSIBLE. 21.THE CONTRACTOR SHALL COORDINATE ALL CEILING ACCESS PANELS FOR SERVICING MECHANICAL EQUIPMENT/DEVICES WITH THE ARCHITECT AND INTERIOR DESIGNER AS APPLICABLE. 22.PRIOR TO ROUGH-IN OF ELECTRICAL. PROVIDE COORDINATION SHOP DRAWINGS OF T-STAT LOCATIONS TO ARCH./ENG. FOR REVIEW. 23.DUCT SEALING: 23.1.DUCTWORK SHALL BE SEALED PRIOR TO DELIVERY TO JOB SITE. 23.2.DUCTWORK SHALL BE SEALED DURING DELIVERY. 23.3.DUCTWORK SHALL BE SEALED UPON INSTALLATION. 23.4.OPENINGS INTO EQUIPMENT AND DUCTWORK SHALL BE SEALED DURING CONSTRUCTION. 24.ALL CONTROL WIRING ROUTED IN CEILING PLENUM SHALL BE CLEARLY IDENTIFIED & SECURED TO DUCTWORK OR TIGHT TO STRUCTURE TO PREVENT DAMAGE DURING FUTURE TENTANT IMPROVEMENT PROJECTS. 25.THE CONTRACTOR SHALL VERIFY ALL DIFFUSER/GRILLE/REGISTER/BORDER AND FRAME TYPES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ORDERING. COORDINATE ALL FINISHES WITH ARCHITECT. 26.ALL HVAC SYSTEMS INCLUDING HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH AN APPROVED METHOD PER THE 2022 CMC SECTION 314.1, CALGREEN AND THE ENERGY EFFICIENCY STANDARDS. 27.THROUGH-PENETRATIONS AND MEMBRANE PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM OR MEMBRANE PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, WITH MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER OR AS OTHERWISE PERMITTED BY 2022 CBC, SECTION 714. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS AND MEMBRANE PENETRATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION FOR DETAILS LISTED SYSTEMS. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS, MEMBRANE PENETRATION PROTECTION AND OTHER PERMITTED MEANS AND METHODS OF PENETRATION PROTECTION SHALL BE SUBMITTED TO THE AGENCY HAVING JURISDICTIONIAL AUTHORITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 28.PROVIDE BALANCING VOLUME DAMPERS IN EACH BRANCH DUCT AND IN EACH MAIN DUCT TO PROVIDE FOR COMPLETE AIR BALANCING. PROVIDE ADEQUATE ACCESS. OPPOSED BLADE DAMPERS (OBD'S) ARE NOT CONSIDERED BALANCING DAMPERS. COORDINATE ALL LOCATIONS WITH ARCHITECT'S REFLECTED CEILING PLAN WHERE REMOTE BALANCING DAMPERS ARE REQUIRED. 29.PROVIDE INTERNALLY LINED DUCTWORK FOR SUPPLY AND RETURN AIR PLENUMS ON ALL FAN COILS WITH MINIMUM ONE-INCH THICK ACOUSTICAL DUCT LINER. 30.INSTALL DIELECTRIC INSULATION WHERE COPPER PIPES CONNECT TO FERROUS PIPES, COMPONENTS AND EQUIPMENT. 31.OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN. APPLICABLE CODES 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY STANDARDS 2022 CAL GREEN CODE ALL OTHER APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS 1.THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR UTILITIES. SEE ARCHITECTURAL PLANS, WHERE PROVIDED ON PROJECT, FOR EXTENT OF DEMOLITION. 2.ITEMS NOT INDICATED TO BE REMOVED SHALL BE PROTECTED IN PLACE. 3.OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL ITEMS INDICATED TO BE REMOVED. PENDING OWNER'S INSPECTION AND REVIEW, ALL SUCH ITEMS SHALL BE REMOVED INTACT, FULLY FUNCTIONAL AND SUITABLE FOR REUSE, AND SHALL BE PROTECTED FROM DAMAGE. CONTRACTOR SHALL CONFIRM WITH THE OWNER'S REPRESENTATIVE ACCEPTANCE OR REFUSAL OF SUCH ITEMS. ALL ITEMS ACCEPTED BY THE OWNER SHALL BE DELIVERED BY THE CONTRACTOR TO ONSITE STORAGE LOCATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ALL ITEMS REFUSED BY THE OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR IN AN APPROVED MANNER. 4.NO EXISTING EQUIPMENT OR MATERIAL SHALL BE REUSED WITHOUT THE SPECIFIC APPROVAL OF THE OWNER'S REPRESENTATIVE. 5.REMOVAL OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE SATISFACTORY PERFORMANCE OF THE GENERAL WORK. NOT ALL EXISTING CONDITIONS ARE DETAILED ON THE DRAWINGS. CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON THE EXISTING CONDITIONS FOR THE PROPER INSTALLATION OF NEW WORK. 6.UNLESS NOTED OTHERWISE, EXISTING PIPING AND COMPONENTS RENDERED DEFUNCT AS PART OF THIS PROJECT SHALL BE ADDRESSED IN THE FOLLOWING MANNER: DEFUNCT PIPING LOCATED IN CONCEALED AREAS WITHIN EXISTING TO REMAIN WALLS, BELOW SLAB, OR BELOW GRADE SHALL BE ABANDONED IN PLACE OR REMOVED AS NECESSARY TO AVOID INTERFERENCE WITH NEW WORK. EXISTING DEFUNCT PIPING AND COMPONENTS LOCATED IN EXPOSED AREAS AND IN ATTIC SPACE SHALL BE REMOVED TO THE NEAREST OPERATIONAL PIPING MAIN AND CAPPED, INCLUDING ALL ASSOCIATED HANGERS AND STRUCTURAL SUPPORTS. EXISTING DEFUNCT VENTS THROUGH ROOF SHALL BE REMOVED. COORDINATE REMOVAL WITH ROOFING CONTRACTOR. 7.CONTRACTOR SHALL FIELD VERIFY EXISTING PIPING & DUCT RUNS, REUSE AS REQUIRED AND REMOVE ALL UNUSED DUCT AND PIPING. UNUSED PIPING & DUCT IN INACCESSIBLE LOCATIONS (WALLS/SHAFTS) CAN BE ABANDONED IN PLACE 8.THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 9.CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING PIPING, DUCT, FIRE-SMOKE DAMPERS, OR OTHER MECHANICAL EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. 10.NOTIFY THE ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS. 11.CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLEST AREA POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. 12.EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY. 13.DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. 14.RESEAL ALL PENETRATIONS OR OPENING THROUGH WALLS, CEILING, FLOORS, ETC., TO MAINTAIN THE RATING OF STRUCTURE. 15.ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGED MATERIALS SHALL REMAIN IN THE PROPERTY OF THE OWNER. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE PREMISES AS DIRECTED BY OWNER AND NEATLY PILE OR STORE AND PROTECT FROM DAMAGE. DISPOSE OF ALL HAZARDOUS MATERIAL PER FEDERAL, STATE AND LOCAL REGULATIONS AND OTHER AGENCIES HAVING JURISDICTION. 16.ALL DEMOED, ALTERED AND RELOCATED COMPONENTS SHALL BE REFLECTED ON THE AS-BUILT RECORD DOCUMENTS. DELEGATED DESIGN NOTES FD V VENT COMBINATION FIRE & SMOKE DAMPERFSD CARBON MONOXIDE SENSORCO NITROGEN DIOXIDE SENSOR PRESSURE SENSOR (DUCT MOUNTED)SP PRESSURE SENSOR (ROOM PRESSURE)P NO2 REF RELIEF FAN PSIG POUNDS PER SQUARE INCH - GAUGE ESP EXTERNAL STATIC PRESSURE LBS POUNDS 1.THERMAL EXPANSION DELEGATED-DESIGN SUBMITTALS: FOR EACH ANCHOR AND ALIGNMENT GUIDE, INCLUDING ANALYSIS DATA, SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 1.1.DESIGN CALCULATIONS: CALCULATE REQUIREMENTS FOR THERMAL EXPANSION OF PIPING SYSTEMS AND FOR SELECTING AND DESIGNING EXPANSION JOINTS, LOOPS, AND SWING CONNECTIONS. 1.2.ANCHOR DETAILS: DETAIL FABRICATION OF EACH ANCHOR INDICATED. SHOW DIMENSIONS AND METHODS OF ASSEMBLY AND ATTACHMENT TO BUILDING STRUCTURE. 1.3.ALIGNMENT GUIDE DETAILS: DETAIL FIELD ASSEMBLY AND ATTACHMENT TO BUILDING STRUCTURE. 1.4.SCHEDULE: INDICATE TYPE, MANUFACTURER'S NUMBER, SIZE, MATERIAL, PRESSURE RATING, END CONNECTIONS, AND LOCATION FOR EACH EXPANSION JOINT. 2.HANGERS & SUPPORTS DELEGATED-DESIGN SUBMITTALS: FOR HANGERS, TRAPEZE HANGERS, ROOF/FLOOR SUPPORTS, WALL SUPPORTS, AND EQUIPMENT SUPPORTS FOR HVAC PIPING, DUCTWORK, AND EQUIPMENT SHALL COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 2.1.DETAIL FABRICATION AND ASSEMBLY OF HANGERS, TRAPEZE HANGERS, ROOF/FLOOR SUPPORTS, WALL SUPPORTS, AND EQUIPMENT SUPPORTS FOR HVAC PIPING, DUCTWORK, AND EQUIPMENT. 2.2.INCLUDE DESIGN CALCULATIONS FOR DESIGNING HANGERS, TRAPEZE HANGERS, ROOF/FLOOR SUPPORTS, WALL SUPPORTS, AND EQUIPMENT SUPPORTS FOR HVAC PIPING, DUCTWORK, AND EQUIPMENT. 3.VIBRATION & SEISMIC DELEGATED-DESIGN SUBMITTALS: FOR EACH VIBRATION ISOLATION AND SEISMIC-RESTRAINT DEVICE. 3.1.INCLUDE DESIGN CALCULATIONS AND DETAILS FOR SELECTING VIBRATION ISOLATORS, SEISMIC RESTRAINTS, AND VIBRATION ISOLATION BASES COMPLYING WITH PERFORMANCE REQUIREMENTS, DESIGN CRITERIA, AND ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION. 3.2.DESIGN CALCULATIONS: CALCULATE STATIC AND DYNAMIC LOADING DUE TO EQUIPMENT WEIGHT, OPERATION, AND SEISMIC FORCES REQUIRED TO SELECT VIBRATION ISOLATORS AND SEISMIC RESTRAINTS AND FOR DESIGNING VIBRATION ISOLATION BASES. 3.2.1.COORDINATE DESIGN CALCULATIONS WITH WIND LOAD CALCULATIONS REQUIRED FOR EQUIPMENT MOUNTED OUTDOORS. COMPLY WITH REQUIREMENTS IN OTHER SECTIONS FOR EQUIPMENT MOUNTED OUTDOORS. 3.3.RISER SUPPORTS: INCLUDE RISER DIAGRAMS AND CALCULATIONS SHOWING ANTICIPATED EXPANSION AND CONTRACTION AT EACH SUPPORT POINT, INITIAL AND FINAL LOADS ON BUILDING STRUCTURE, SPRING DEFLECTION CHANGES, AND SEISMIC LOADS. INCLUDE CERTIFICATION THAT RISER SYSTEM WAS EXAMINED FOR EXCESSIVE STRESS AND THAT NONE EXISTS. 3.4.SEISMIC-RESTRAINT DETAILS: 3.4.1.DESIGN ANALYSIS: TO SUPPORT SELECTION AND ARRANGEMENT OF SEISMIC RESTRAINTS. INCLUDE CALCULATIONS OF COMBINED TENSILE AND SHEAR LOADS. 3.4.2.DETAILS: INDICATED FABRICATION AND ARRANGEMENT. DETAIL ATTACHMENTS OF RESTRAINTS TO THE RESTRAINED ITEMS AND TO THE STRUCTURE. SHOW ATTACHMENT LOCATIONS, METHODS, AND SPACINGS. IDENTIFY COMPONENTS, LIST THEIR STRENGTHS, AND INDICATE DIRECTIONS AND VALUES OF FORCES TRANSMITTED TO THE STRUCTURE DURING SEISMIC EVENTS. INDICATE ASSOCIATION WITH VIBRATION ISOLATION DEVICES. 3.4.3.COORDINATE SEISMIC-RESTRAINT AND VIBRATION ISOLATION DETAILS WITH WIND-RESTRAINT DETAILS REQUIRED FOR EQUIPMENT MOUNTED OUTDOORS, COMPLY WITH REQUIREMENTS IN OTHER SECTIONS FOR EQUIPMENT MOUNTED OUTDOORS. 3.4.4.PREAPPROVAL AND EVALUATION DOCUMENTATION: BY AN AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, SHOWING MAXIMUM RATINGS OF RESTRAINT ITEMS AND THE BASIS OF APPROVAL (TESTS OR CALCULATIONS). AIR VENT VALVE PIPE ANCHOR BALL VALVE BUTTERFLY VALVE CONTROL VALVE THERMOMETER PRESSURE GAUGE UNION STRAINER REDUCER CIRCUIT SETTER CHECK VALVE GLOBE VALVE GATE VALVE PIPING #"-####PIPE TAG (E.G. 2"-CHWS) PIPE RISE PIPE DROP PIPE BRANCH PURGE EXHAUST CONTROL SWITCHV VISUAL STROBE AND AUDIBLE HORNHS REFRIGERANT LEAK DETECTION SENSORRS (RAR/EAR) DTR DOWN THRU ROOF MAU MAKEUP AIR NO NORMALLY OPENED REB REBALANCE REL RELOCATE RL REFRIGERANT LIQUID UTR UP THRU ROOF PRESSURE & TEMPERATURE RELIEF VALVE PRESSURE REDUCING VALVE EXIST. DIFFUSER, RETURN AIR GRILLE OR EXHAUST GRILLE TO REMAIN OR BE RELOCATED RELOCATED EXIST. DIFFUSER, RETURN AIR GRILLE OR EXHAUST GRILLE TO P.I. FLOW LIMITING DEVICE (REAG) EQUIPMENT NUMBER TYPE MARK EQUIPMENT TAG file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 XX/XX/2023 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 XX/XX/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Mechanical Lead - Joe Millham LEGEND, ABBREVIATIONS & NOTES M0-0 21159.00 1202 W Edinger Ave10/3/2024 PART 1-GENERAL 1.01 GENERAL CONDITIONS A.GENERAL DESCRIPTION: 1.AIR CONDITIONING FOR INDICATED AREA COMPLETE WITH SUPPLY DUCTS, RETURN AIR DUCTS, AIR DISTRIBUTION EQUIPMENT AND CONTROLS. 2.AIR CONDITIONING UNITS COMPLETE WITH REQUIRED SUPPLY FANS, COOLING COILS, FILTERS, DUCTWORK, DIFFUSERS, GRILLES, DAMPERS, CONTROLS AND OTHER ITEMS HEREIN SPECIFIED. 3. 1.02 RELATED WORK INCLUDED IN THIS SECTION A.FURNISH ELECTRICAL DEVICES NECESSARY FOR MECHANICAL WORK, EXCEPT DISCONNECTS UNLESS INDICATED OTHERWISE. B.LINE AND LOW VOLTAGE WIRING FOR MECHANICAL CONTROLS INCLUDING FINAL CONNECTIONS. C.CONDUIT FOR LINE AND LOW VOLTAGE WIRING FOR MECHANICAL CONTROLS. D.RESPONSIBILITY FOR OBTAINING CLARIFICATION OF DISCREPANCIES BETWEEN MECHANICAL AND ELECTRICAL WORK PRIOR TO PROCEEDING WITH THE WORK. E.RESPONSIBILITY FOR PROPER OPERATION OF AUTOMATIC PNEUMATIC/ELECTRIC CONTROLS AND EQUIPMENT AND OF ELECTRIC POWER DRIVEN EQUIPMENT FURNISHED UNDER THIS SECTION. F.MISCELLANEOUS STEEL FOR DUCTS AND PIPES HANGERS AND SUPPORTS INCLUDING STRUCTURAL CALCULATIONS PREPARED BY A CALIFORNIA LICENSED STRUCTURAL ENGINEER. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A.ELECTRICAL WORK AS FOLLOWS WILL BE PROVIDED ELECTRICAL CONTRACT SCOPE: 1.CONDUIT FOR LINE WIRING FOR EQUIPMENT AND DEVICES AS INDICATED OR SPECIFIED EXCEPT CONDUIT FOR LINE AND LOW VOLTAGE WIRING FOR MECHANICAL CONTROLS AS SPECIFIED UNDER DIVISION 26. 2.LINE WIRING FOR EQUIPMENT AND DEVICES AS INDICATED OR SPECIFIED HEREIN EXCEPT LINE AND LOW VOLTAGE WIRING FOR MECHANICAL CONTROLS AS SPECIFIED UNDER DIVISION 26. 3.PROVIDING DISCONNECT SWITCHES. 4.INSTALLING ELECTRICAL DEVICES SUCH AS STARTERS AND DISCONNECTS, AND WHEN INDICATED, FURNISHING ALL SUCH DEVICES. C.LOCAL TEMPERATURE CONTROLS. 1.04 QUALITY ASSURANCE A.CODES AND STANDARDS: IN ADDITION TO THE REQUIREMENTS OF ALL GOVERNING CODES, ORDINANCES AND AGENCIES, CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS: 1.APPLICABLE CITY REGULATIONS AND ORDINANCES 2.CALIFORNIA ADMINISTRATIVE CODE, 2022 3.CALIFORNIA BUILDING CODE, 2022 4.CALIFORNIA ELECTRICAL CODE, 2022 5.CALIFORNIA MECHANICAL CODE, 2022 6.CALIFORNIA PLUMBING CODE, 2022 7.CALIFORNIA FIRE CODE, 2022 8.CALIFORNIA ENERGY STANDARDS, TITLE 24, 2022. 9.CAL GREEN CODE, 2022 10.HEALTH AND SAFETY CODE, STATE OF CALIFORNIA 11.NATIONAL BOARD OF FIRE UNDERWRITERS PUBLICATIONS: a.PAMPHLET # 70 NATIONAL ELECTRICAL CODE b.PAMPHLET # 90A AIR CONDITIONING SYSTEMS 1.05 SUBMITTALS A.SHOP DRAWINGS: BEFORE ANY OF THE MATERIALS OF THIS SECTION ARE DELIVERED AT THE JOBSITE, SUBMIT COMPLETE SHOP DRAWINGS. SHOW ALL DETAILS OF ALL DUCTWORK, PIPING AND EQUIPMENT PADS. THE SHOP DRAWINGS SHALL REPRESENT A COORDINATED SET OF DRAWINGS WITH OTHER DISCIPLINES. B.PRODUCT DATA: 1.SUBMIT COPIES OF ALL MANUFACTURERS' PRODUCT DATA SIMULTANEOUSLY WITH ALL SHOP DRAWING SUBMITTALS. 2.PRODUCT DATA TO INCLUDE ALL AIR CONDITIONING EQUIPMENT, HANGERS, FANS, DUCTWORK CONSTRUCTION, PIPING, AND OTHER STANDARD ITEMS AS REQUIRED TO COMPLEMENT SHOP DRAWINGS FOR A SUBMITTAL INDICATING ALL PRODUCTS TO BE USED ON THIS WORK. 3.MANUFACTURERS AND SUPPLIERS OF EQUIPMENT SHALL PROVIDE ALL DATA NECESSARY FOR COMPLIANCE WITH THE STATE OF CALIFORNIA ENERGY EFFICIENCY CODE: COMPLIANCE CERTIFICATION FOR ALL EQUIPMENT SHALL BE INCLUDED IN EQUIPMENT SUBMITTALS. C.RECORD DRAWINGS: MAINTAIN THROUGHOUT THE PROGRESS OF THE WORK PROJECT RECORD DRAWINGS AND SUBMIT TO THE ARCHITECT AT COMPLETION OF WORK. D.OPERATING MANUALS AND MAINTENANCE MANUALS: 1.SUBMIT COPIES OF ALL OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS. 2.FULLY INSTRUCT OWNER OPERATING PERSONNEL AND DEMONSTRATE PERFORMANCE, OPERATION AND MAINTENANCE OF EQUIPMENT. AMOUNT OF TIME ALLOCATED FOR SAID INSTRUCTION AND DEMONSTRATIONS OF EQUIPMENT AND SYSTEMS SHALL BE PART OF THESE OBLIGATIONS. SUBMIT A LETTER TO ARCHITECT SIGNED BY OWNER REPRESENTATIVE WHO WILL OPERATE SYSTEM STATING THAT HE IS FULLY INSTRUCTED BY CONTRACTOR ABOUT OPERATION AND MAINTENANCE OF EQUIPMENT AND SYSTEM. 3.SUBMIT ONE ADDITIONAL SET OF APPROVED INSTRUCTIONS AND ONE ADDITIONAL SET OF APPROVED 11 INCH X 17 INCH CONTROL DIAGRAMS SUITABLY FRAMED BEHIND GLASS FOR MOUNTING AS DIRECTED. 1.06 PRODUCT HANDLING A.PROTECTION: TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURING, AND AFTER INSTALLATION. B.REPLACEMENTS: IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO OWNER. 1.07 JOB CONDITIONS A.EXAMINATION OF THE SITE: EXAMINE THE SITE AND INCLUDE ALL CONDITIONS IN BID PROPOSAL UNDER WHICH WORK IS TO BE PERFORMED. 1.08 MISCELLANEOUS A.LOCATIONS AND ACCESSIBILITY: CONTRACTOR SHALL FULLY INFORM THEMSELF REGARDING PECULIARITIES AND LIMITATIONS OF SPACES AVAILABLE FOR INSTALLATION OF WORK UNDER THIS SECTION. VALVES, MOTORS, CONTROLS AND OTHER DEVICES REQUIRING SERVICE, MAINTENANCE AND ADJUSTMENT SHALL BE PLACED IN FULLY ACCESSIBLE POSITIONS AND LOCATIONS. PROVIDE ACCESS DOORS WHERE REQUIRED IN DUCTWORK OR CONSTRUCTION WHETHER SPECIALLY DETAILED OR NOT, AND RENDER ALL SUCH DEVICES ACCESSIBLE. B.DRAWINGS INDICATE DESIRED LOCATION AND ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT AND OTHER ITEMS, AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. ALL OFFSETS AND INTERFERENCES MAY NOT BE INDICATED DUE TO THE SCALE OF THE DRAWINGS. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR COORDINATING WORK WITH ALL OTHER TRADES. WORK SPECIFIED AND NOT CLEARLY DEFINED BY THE DRAWINGS SHALL BE INSTALLED AND ARRANGED IN A MANNER SATISFACTORY TO ARCHITECT. IN THE EVENT CHANGES IN INDICATED LOCATIONS AND ARRANGEMENTS ARE DEEMED NECESSARY BY ARCHITECT, THEY SHALL BE MADE BY CONTRACTOR WITHOUT ADDITIONAL CHARGES PROVIDED THE CHANGE IS ORDERED BEFORE WORK IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. PART 2-PRODUCTS 2.00 PIPE HANGERS A.HANGERS SHALL BE COMPLETE WITH THREADED STEEL RODS AND VIBRATION ISOLATORS, SOUND AND ELECTROLYSIS ISOLATORS AS REQUIRED AND HEREINAFTER SPECIFIED. CONCRETE INSERTS SHALL BE FURNISHED AND INSTALLED UNDER THIS SECTION. B.2-1/2 INCHES AND SMALLER: GRINNELL 104 OR APPROVED EQUAL. C.3 INCHES AND LARGER: GRINNELL 260. D.CONCRETE INSERTS: GRINNELL 280. 2.01 VIBRATION ISOLATION A.PROVIDE VIBRATION ISOLATION EQUIPMENT FOR ALL MECHANICAL EQUIPMENT AND PIPING AS SPECIFIED HEREIN AND INDICATED ON THE DRAWINGS. THE VIBRATION ISOLATION SYSTEM SHALL BE INSTALLED IN A MANNER TO PREVENT THE TRANSMISSION OF VIBRATION TO THE STRUCTURE. NO RIGID CONNECTIONS BETWEEN ROTATING OR OSCILLATING EQUIPMENT OR PIPING AND THE BUILDING WILL BE PERMITTED. B.GENERAL REQUIREMENTS: 1.VIBRATION ISOLATION MANUFACTURER SHALL FURNISH WRITTEN INSTRUCTIONS COVERING THE INSTALLATION AND ADJUSTMENT OF ALL ISOLATORS. THE MANUFACTURER SHALL REPLACE ANY ISOLATION THAT HAS BEEN IMPROPERLY SIZED. 2.MECHANICAL SUBCONTRACTOR SHALL COORDINATE HIS WORK WITH THE OTHER TRADES. CONTRACTOR FOLLOWING HIM, SUCH AS PLASTERING OR ELECTRICAL, SHALL BE NOTIFIED AND INSTRUCTED TO AVOID ANY CONTACT WITH HIS INSTALLATION THAT WOULD REDUCE THE EFFECTIVENESS OF THE SYSTEM. 3.INSPECTIONS: VIBRATION ISOLATION MANUFACTURER SHALL MAKE AN INSPECTION OF THE VIBRATION INSTALLATION, AND INFORM THE CONTRACTOR IN WRITING OF ANY NECESSARY CORRECTIONS AND/OR ADJUSTMENTS. 4.VIBRATION ISOLATION SHALL BE MANUFACTURED BY A SINGLE MANUFACTURER. ALL ISOLATION SHALL BE IN STRICT ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS AND MANUFACTURED BY M.W. SAUSSE AND CO., INC. THE ISOLATION MANUFACTURER SHALL INCLUDE IN THE SUBMITTAL THE FOLLOWING INFORMATION: A.TYPE OF ISOLATOR. B.DEFLECTION. C.FREE OR UNLOADED HEIGHT. D.ALL PHYSICAL CHARACTERISTICS OF SPRINGS USED. E.SIZE OF STRUCTURAL MEMBERS. F.EFFICIENCY CALCULATIONS. G.ANY OTHER PERTINENT INFORMATION TO MAKE THE SUBMITTAL COMPLETE. C.TECHNICAL REQUIREMENTS: 1.ISOLATORS SHALL BE DESIGNED OR TREATED FOR RESISTANCE TO CORROSION. STRUCTURAL STEEL BASES SHALL BE CLEANED OF WELDING SLAG AND PAINTED WITH PRIMER AND FINISH COAT. ALL NUTS, BOLTS AND WASHERS SHALL BE ZINC-ELECTROPLATED. 2.ALL EQUIPMENT SHALL BE EQUIPPED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AGENCIES. THESE RESTRAINTS SHALL BE DESIGNED AND SUPPLIED BY THE VIBRATION ISOLATION MANUFACTURER. SUSPENDED EQUIPMENT AND PIPING SHALL BE RESTRAINED BY STEEL CABLE. THIS CABLE AND THE METHOD OF INSTALLATION SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. THE CABLE RESTRAINTS SHALL BE INSTALLED IN SUCH A MANNER AS TO NOT SHORT CIRCUIT THE VIBRATION ISOLATION. THE CONTRACTOR SHALL SUBMIT DETAILS FOR APPROVAL. 2.02 DAMPERS A.FIRE DAMPERS: FUSIBLE LINK OUT OF AIRSTREAM TYPE MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF STATE FIRE MARSHAL AND PUBLIC AUTHORITIES HAVING JURISDICTION, WITH PERMANENT LABELING IDENTIFICATION. PROVIDE SUITABLE ACCESS FOR SERVICING DAMPERS. E.COMBINATION SMOKE AND FIRE DAMPERS: 1.GENERAL DESCRIPTION: RUSKIN FSD-36 OR EQUAL BY GREENHECK, LEAKAGE CLASS 2, FOR WALL, FLOOR, GRILLE, OR OUT OF WALL APPLICATION AS INDICATED ON THE PLANS. LABELED ACCORDING TO UL 555S. COMBINATION FIRE AND SMOKE DAMPERS SHALL BE LABELED ACCORDING TO UL 555 FOR 1-1/2 HOUR RATING. 2.FUSIBLE LINKS: RESETTABLE, 165 DEG F RATED 3.FRAME AND BLADES: 0.064-INCH THICK GALVANIZED SHEET STEEL. 4.MOUNTING SLEEVE: FACTORY-INSTALLED, GALVANIZED SHEET STEEL; LENGTH TO SUIT WALL OR FLOOR APPLICATION. 5.DAMPER MOTORS: PROVIDE ACTUATOR BY MANUFACTURER. ELECTRICAL CONNECTION SHALL BE 115 V, SINGLE PHASE, 60 HZ. F.INSTALL FIRE AND SMOKE DAMPERS ACCORDING TO MANUFACTURER'S UL-APPROVED WRITTEN INSTRUCTIONS. G.BACKDRAFT DAMPERS: RUSKIN CBD2 AND CBD6 WITH EXTRUDED ALUMINUM FRAMES, ALUMINUM BLADES, AND VINYL EDGE SEALS AND ADJUSTABLE COUNTERWEIGHTS. 2.03 WALL MOUNTED EXHAUST FAN A.COOK, ACW-B OF SIZES AND CAPACITIES INDICATED ON THE PLANS. B.FAN SHALL BE A SPUN ALUMINUM, ROOF MOUNTED, BELT DRIVEN, HORIZONTAL CENTRIFUGAL EXHAUST VENTILATOR. C.FAN SHALL BE MANUFACTURED AT AN ISO 9001 CERTIFIED FACILITY. FAN SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL 705). FAN SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE. D.THE FAN SHALL BE OF BOLTED AND WELDED CONSTRUCTION UTILIZING CORROSION RESISTANT FASTENERS. THE SPUN ALUMINUM STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED OF MINIMUM 16 GAUGE MARINE ALLOY ALUMINUM, BOLTED TO A RIGID ALUMINUM SUPPORT STRUCTURE. THE ALUMINUM BASE SHALL HAVE A ONE PIECE INLET SPINNING AND CONTINUOUSLY WELDED CURB CAP CORNERS FOR MAXIMUM LEAK PROTECTION. THE WINDBAND SHALL HAVE A ROLLED BEAD FOR ADDED STRENGTH. A TWO PIECE TOP CAP SHALL HAVE STAINLESS STEEL QUICK RELEASE LATCHES TO PROVIDE ACCESS INTO THE MOTOR COMPARTMENT WITHOUT THE USE OF TOOLS. AN INTEGRAL CONDUIT CHASE SHALL BE PROVIDED INTO THE MOTOR COMPARTMENT TO FACILITATE WIRING CONNECTIONS. THE MOTOR, BEARINGS AND DRIVES SHALL BE MOUNTED ON A MINIMUM 14 GAUGE STEEL POWER ASSEMBLY, ISOLATED FROM THE UNIT STRUCTURE WITH RUBBER VIBRATION ISOLATORS. THESE COMPONENTS SHALL BE ENCLOSED IN A WEATHER-TIGHT COMPARTMENT, SEPARATED FROM THE EXHAUST AIRSTREAM. LIFTING LUGS SHALL BE PROVIDED TO HELP PREVENT DAMAGE FROM IMPROPER LIFTING. UNIT SHALL BEAR AN ENGRAVED ALUMINUM NAMEPLATE. NAMEPLATE SHALL INDICATE DESIGN CFM, STATIC PRESSURE, AND MAXIMUM FAN RPM. E.WHEEL: WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED, CONSTRUCTED OF 100 PERCENT ALUMINUM, INCLUDING A PRECISION MACHINED CAST ALUMINUM HUB. WHEEL INLET SHALL OVERLAP AN AERODYNAMIC ALUMINUM INLET CONE TO PROVIDE MAXIMUM PERFORMANCE AND EFFICIENCY. WHEEL SHALL BE BALANCED IN ACCORDANCE WITH AMCA STANDARD 204-96, BALANCE QUALITY AND VIBRATION LEVELS FOR FANS. F.MOTOR: MOTOR SHALL BE HEAVY DUTY TYPE WITH PERMANENTLY LUBRICATED SEALED BALL BEARINGS AND FURNISHED AT THE SPECIFIED VOLTAGE, PHASE AND ENCLOSURE. G.BEARINGS: BEARINGS SHALL BE DESIGNED AND INDIVIDUALLY TESTED SPECIFICALLY FOR USE IN AIR HANDLING APPLICATIONS. CONSTRUCTION SHALL BE HEAVY DUTY REGREASABLE BALL TYPE IN A CAST-IRON PILLOW BLOCK HOUSING SELECTED FOR A MINIMUM L50 LIFE IN EXCESS OF 200,000 HOURS AT MAXIMUM CATALOGED OPERATING SPEED. H.BELTS AND DRIVES: BELTS SHALL BE OIL AND HEAT RESISTANT, NON-STATIC TYPE. DRIVES SHALL BE PRECISION MACHINED CAST-IRON TYPE, KEYED AND SECURELY ATTACHED TO THE WHEEL AND MOTOR SHAFTS. DRIVES SHALL BE SIZED FOR 150 PERCENT OF THE INSTALLED MOTOR HORSEPOWER. THE VARIABLE PITCH MOTOR DRIVE MUST BE FACTORY SET TO THE SPECIFIED FAN RPM. 2.04 HVAC INSTRUMENTATION AND CONTROLS A.CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE EXISTING CONTROLS SYSTEM AT THE JOB SITE PRIOR TO PROPOSAL OF WORK TO ASSURE THAT SCOPE IS ADEQUATELY UNDERSTOOD. B.DIRECT DIGITAL CONTROLS: 1.NEW FANS AND UNITARY EQUIPMENT - NEW AND REMODELED EQUIPMENT SHALL HAVE STANDALONE NEW DDC CONTROLS SYSTEMS SUBMIT SAMPLE OF THERMOSTAT TO ARCHITECT FOR APPROVAL. C.ELECTRIC CONTROLS: 1.NEW FANS AND UNITARY EQUIPMENT - NEW AND EQUIPMENT SHALL BE TIED INTO ELECTRIC CONTROLS SYSTEMS IN A MANNER TO MATCH THE EXISTING. INCLUDE ALL RECONFIGURATION OF THE EXISTING CONTROLS BOARDS. WHERE NEEDED, TIME CLOCK AND ELECTRIC CONTROLS SHALL BE EXPANDED TO ACCOMMODATE ADDITIONAL POINTS. THERMOSTATS SHALL MATCH EXISTING. SUBMIT SAMPLE OF THERMOSTAT TO ARCHITECT FOR APPROVAL. PART 3-EXECUTION 3.01 STATEMENT A.ALL HEATING, VENTILATION AND AIR CONDITIONING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 3.02 LOCATIONS AND ACCESSIBILITY A.DRAWINGS INDICATE DESIRED LOCATION AND ARRANGEMENT OF PIPING, DUCTWORK, EQUIPMENT AND OTHER ITEMS, AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. ALL OFFSETS AND INTERFERENCES MAY NOT BE INDICATED DUE TO THE SCALE OF THE DRAWINGS. COORDINATE WORK WITH ALL OTHER TRADES. B.VALVES, MOTORS, CONTROLS AND OTHER DEVICES REQUIRING SERVICE, MAINTENANCE AND ADJUSTMENT SHALL BE PLACED IN FULLY ACCESSIBLE POSITIONS AND LOCATIONS. PROVIDE ACCESS DOORS WHERE REQUIRED IN DUCTWORK AND CONSTRUCTION AND RENDER ALL SUCH DEVICES ACCESSIBLE. 3.03 EQUIPMENT IDENTIFICATION A.ALL MAJOR EQUIPMENT SHALL BEAR FIRMLY ATTACHED METAL NAMEPLATES WHICH STATE NAME OF MANUFACTURER, MODEL NUMBER AND ELECTRICAL DATA. AN ADDITIONAL PERMANENT LABEL SHALL BE AFFIXED TO EACH EQUIPMENT WHICH WILL CLEARLY INDICATE BY NUMBER WHICH OPERATING AND MAINTENANCE MANUAL EXPLAINS MAINTENANCE REQUIREMENTS IN DETAIL. 3.04 INITIAL LUBRICATION, ADJUSTING AND FILLING SYSTEMS A.BEFORE OPERATING ANY MECHANICAL SYSTEMS, EQUIPMENT BEARINGS SHALL BE LUBRICATED AND BOLTS, PULLEYS, AND OTHER MOVING PARTS CHECKED FOR ALIGNMENT AND TOLERANCES IN ACCORDANCE WITH MANUFACTURER'S OPERATING INSTRUCTIONS. 3.05 CLEANING OF EQUIPMENT, MATERIALS AND PREMISES A.CLEAN EQUIPMENT AND MATERIALS THOROUGHLY. LEAVE SURFACES TO BE PAINTED SMOOTH, CLEAN, AND READY FOR PAINTERS. CLEAN ENTIRE PREMISE OF UNUSED MATERIALS, RUBBISH, DEBRIS, GREASE SPOTS AND DIRT LEFT BY SUBCONTRACTORS. REMOVE, CLEAN AND REPLACE PIPELINE STRAINERS AFTER SYSTEMS HAVE BEEN IN OPERATION FOR A PERIOD OF 30 CALENDAR DAYS. 3.06 HANGERS AND SUPPORTS A.HOLD HORIZONTAL PIPE RUNS FIRMLY IN PLACE USING APPROVED STEEL AND IRON HANGERS, SUPPORTS, AND/OR PIPE RESTS, UNLESS OTHERWISE INDICATED. SUSPEND HANGER RODS FROM CONCRETE INSERTS OR FROM APPROVED BRACKETS, CLAMPS OR CLIPS. HANG PIPES INDIVIDUALLY OR IN GROUPS IF SUPPORTING STRUCTURE IS ADEQUATE TO SUPPORT WEIGHT OF PIPING AND FLUID. B.HORIZONTAL STEEL PIPING: PROVIDE HANGERS OR SUPPORTS EVERY 10 FEET EXCEPT EVERY 8 FEET FOR PIPING UNDER 1 INCH IN DIAMETER, UNLESS OTHERWISE SPECIFIED. 3.07 EQUIPMENT AND MATERIALS A.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.08 ACCESSIBILITY A.INSTALL WORK READILY ACCESSIBLE FOR NORMAL OPERATION, READING OF INSTRUMENTS, ADJUSTMENT, SERVICE, INSPECTION AND REPAIR. PROVIDE ACCESS PANELS WHERE INDICATED AND REQUIRED. 3.10 SYSTEM BALANCING A.SECTION INCLUDES: TESTING, ADJUSTING AND BALANCING OF MECHANICAL EQUIPMENT AND SYSTEMS. B.PROVIDE AND BE RESPONSIBLE FOR PROTECTION AND REPAIR OF ADJACENT SURFACES AND AREAS WHICH MAY BECOME DAMAGED AS A RESULT OF WORK OF THIS SECTION. PROTECT WORK HEREUNDER UNTIL COMPLETION AND FINAL ACCEPTANCE. REPAIR OR REPLACE DAMAGED OR DEFECTIVE WORK TO ORIGINAL SPECIFIED CONDITIONS, AT NO EXTRA COST TO THE OWNER. C.ALL PERFORMANCE TESTING AND BALANCING OF THE MECHANICAL SYSTEMS INCLUDING: 1.SUPPLY AIR SYSTEMS. 2.RETURN AIR, FRESH AIR AND EXHAUST AIR SYSTEMS. 3.REPORT AND REPORT FORMS. D.SUBMITTALS: SUBMIT A COMPLETE TESTING AND BALANCING PROCEDURE INDICATING ALL TEST EQUIPMENT THAT WILL BE USED, TESTING PROCEDURES, TEST DATA SHEETS, SYSTEMS SCHEMATICS AND POINTS OF TESTING. 1.TEST AND BALANCE DATA: SUBMIT TEST AND BALANCE DATA ON COMPLETION OF WORK UNDER THIS SECTION. 2 CERTIFICATION: CERTIFY IN WRITING THAT SYSTEM HAS BEEN ADJUSTED AND BALANCED AND DESIGN CONDITIONS HAVE BEEN ATTAINED. E.CONTRACTOR SHALL PROVIDE TO THE ARCHITECT, HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR REQUIREMENTS FOR DRIVE CHANGES, INSTALLATION OF ADDITIONAL DAMPERS, VANES, GRILLE BAFFLES OR OTHER ITEMS AS MAY BE REQUIRED TO BALANCE THE SYSTEM TO THE OWNER S SATISFACTION. F.VERIFICATION OF CONDITIONS: PRIOR TO TESTING AND BALANCING, BALANCING CONTRACTOR SHALL INSPECT EQUIPMENT AND MATERIALS TO ASSURE THAT ALL BALANCING OPERATIONS CAN BE PERFORMED. BALANCE SUBCONTRACTOR SHALL ARRANGE WITH HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR FOR SATISFACTORY CORRECTION OF ALL DEFECTS IN WORKMANSHIP AND/OR MATERIAL THAT COULD AFFECT THE WORK SPECIFIED HEREIN. G.SYSTEM OPERATION: CONTRACTOR SHALL COORDINATE WITH HVAC SPECIFICATIONS AND CONTROLS SPECIFICATIONS AND CONTRACTORS TO HAVE ALL PARTS OF SYSTEMS IN FULL OPERATION AND SHALL CONTINUE THE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. H.SYSTEM TESTING AND BALANCING SHALL BE PERFORMED BY AN INDEPENDENT AGENCY CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NEBB. I.ALL TEST INSTRUMENTS SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. TEST INSTRUMENTS SHALL HAVE CERTIFICATION BY THE MANUFACTURER OR BY AN APPROVED TEST LABORATORY WITHIN ONE YEAR OF THE TESTING DATE. J.AIR DISTRIBUTION TESTING AND BALANCING: 1.TEST AND ADJUST BLOWER RPM TO DESIGN REQUIREMENTS. 2.TEST AND RECORD MOTOR FULL LOAD AMPERES. 3.11 CONNECTION A.CONNECTIONS BETWEEN TWO DISSIMILAR METAL PIPES SHALL BE MADE WITH DIELECTRIC UNIONS. 3.12 TESTS A.FURNISH NECESSARY LABOR AND EQUIPMENT FOR TESTING. 3.17 AIR DISTRIBUTION EQUIPMENT LOCATIONS A.AIR DISTRIBUTION EQUIPMENT LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 3.23 THERMOSTAT LOCATION A.CONTRACTOR SHALL COORDINATE FINAL LOCATION OF ALL THERMOSTATS WITH ARCHITECT AND OWNER CONSTRUCTION COORDINATOR PRIOR TO ANY ROUGH-IN INSTALLATION WORK. COORDINATED SHOP DRAWINGS SHOWING THERMOSTATS, SENSORS, SWITCHES, AND ALL OTHER WALL DEVICES SHOULD BE PROVIDED TO THE DESIGN TEAM FOR REVIEW. B.PROVIDE INSULATED BACKING ON ALL THERMOSTATS LOCATED ON EXTERIOR WALLS SO FLUCTUATIONS IN WALL TEMPERATURE DO NOT PROVIDE FALSE READINGS. VERIFY THAT THERMOSTATS WILL NOT BE INSTALLED IN DIRECT SUNLIGHT. C.PROVIDE WHITE THERMOSTAT COVERS FOR ALL LOCATIONS WITHIN SCOPE OF WORK. 3.24 AS-BUILT DRAWINGS A.CONTRACTOR SHALL PROVIDE RECORD AS-BUILT DRAWINGS TO TENANT CONSTRUCTION COORDINATOR AND ARCHITECT AT THE COMPLETION OF TENANT CONSTRUCTION. 3.26 THERMOSTAT REQUIREMENTS A.ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FOR 55 DEGREES TO 85 DEGREES AND SHALL BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE. THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF 5 DEGREES BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED. TEMPERATURE CONTROL SYSTEM SHALL OPERATE IN ACCORDANCE WITH THE BASE BUILDING SEQUENCE OF OPERATION. 3.29 DUCTWORK REQUIREMENTS OF UMC A.ALL DUCTWORK SHALL CONFORM TO CHAPTER 6 OF THE UNIFORM MECHANICAL CODE. 3.30 DUCT AND EQUIPMENT REQUIREMENTS OF TITLE 24 A.ALL SUPPLY AIR DUCTS AND FIRE DAMPERS SHALL BE INSTALLED PER TITLE 24 REGULATIONS. B.ALL MECHANICAL EQUIPMENT SHALL BE CERTIFIED BY THE MANUFACTURER FOR COMPLIANCE WITH TITLE 24 ENERGY REQUIREMENTS. 3.31 RETURN AIR PLENUM REQUIREMENTS A.RETURN AIR PLENUM SHALL NOT CONTAIN ANY COMBUSTIBLE MATERIAL. 3.32 ACCESS REQUIREMENTS A.PROVIDE ACCESS AND CLEARANCE REQUIREMENTS PER 2022 MECHANICAL CODE AND MANUFACTURE INSTALLATION WHICHEVER IS MORE RESTRICTIVE. 3.34 TEMPORARY VENTILATION DURING CONSTRUCTION A.THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH MERV-8 FILTRATION. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. END OF SECTION tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Mechanical Lead - Joe Millham City Submittal 09/06/23- SPECIFICATIONS M0-1 21159.00 1202 W Edinger Ave10/3/2024 ERC 2 ERC 3 ERC 4 ERC 1 HVLS 1 1 1 CO 2 S T2 3 GENERAL MECHANICAL NEW WORK NOTES 1.MOUNT ELECTRICAL RADIANT HEATERS AT 120" AFF, POINTING DOWN AT THE GROUND. PROVIDE WITH MOUNTING BRACKETS TO ROOF STRUCTURE. MECHANICAL NEW WORK KEYED NOTES 1.ROLL-UP DOORS ARE TO OPEN DURING THE OCCUPIED PERIOD TO PROVIDE NATURAL VENTILATION. 2.HVLS SPEED CONTROLLER AND CO2 SENSOR. TIE CO2 SENSOR TO HVLS FAN SPEED CONTROLLER. AS CO2 LEVELS RISE UP ABOVE 600 PPM, FAN SPEED TO OVERRIDE SPEED CONTROL AND LINEARLY INCREASE SPEED TO FULL SPEED WHEN CO2 LEVELS REACH 800 PPM. 3.MASTER THERMOSTAT FOR UNIT HEATERS, MOUNT AT 48" AFF AND MOUNT REMOTE ABOVE IN WALL BRACKET. tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Mechanical Lead - Joe Millham City Submittal 09/06/23- 1/8" = 1'-0" MECHANICAL FLOOR PLAN 1 MECHANICAL FLOOR PLAN M1-1 NTS MECHANICAL SCHEDULES 2 21159.00 1202 W Edinger Ave10/3/2024 SCALE 3-- SCALE 5-- SCALE 6-- SCALE 7-- SCALE 8-- SCALE 9-- SCALE 10-- SCALE 11-- SCALE 12-- SCALE 6HVLS FAN NONE GUY WIRES AND TURNBUCKELS (TYP.) STRUCTURE ROOF FINISHED FLOOR THROUGH BOLTS W/LOCK NUTS UPPER SAFETY CABLE 45° 1 HVLS LOWER SAFETY CABLE NOTES: 1. INSTALL FAN PER MANUFACTURER'S INSTALLATION GUIDELINES AND RECOMMENDATIONS. 2. THE SAFETY CABLE SHALL BE FED OVER THE SUPPORT BEAM FOR THE UPPER ATTACHMENT. 3. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION ON FAN SUPPORT. 4. LOCATIONS OF ALL HVLS FANS SHALL BE COORDINATED SUCH THAT THE HUBS (CENTER OF FANS) ARE LOCATED CENTERED BETWEEN FOUR (4) SPRINKLER HEADS AND SUPPORTED BETWEEN (2) JOISTS. SUPPORT FAN BETWEEN (2) JOISTS PER MANUFACTURER INSTALLATION REQUIREMENTS AND DETAILS. PROVIDE ALL MOUNTING HARDWARE AND DETAILS IN SUBMITTALS. FAN SHALL BE INSTALLED AT AN ELEVATION TO ENSURE THE FAN BLADES HAVE A VERTICAL MINIMUM CLEARANCE OF 36" FROM ALL SPRINKLER DEFLECTORS (INSTALL AS HIGH AS POSSIBLE AFTER MEETING THIS REQUIREMENT). INSTALL AS HIGH AS STRUCTURE ALLOWS, CONFIRM FINAL HEIGHT WITH ARCHITECT EXTENSION TUBE (AS REQUIRED TO ACHIEVE DESIRED HEIGHT) SCALE 5THERMOSTAT MOUNTING NONE 46" MAX 34" MAX 48" MAX 24" MAXTOP OF T-STAT NOTES: 1.PRIOR TO ROUGH-IN OF THERMOSTATS, CONTRACTOR SHALL PROVIDE DIMENSIONED SHOP DRAWINGS SHOWING ALL WALL DEVICES TO ARCHITECT FOR COORDINATION WITH FURNITURE LAYOUT. 2.ALL CONTROL DEVICES SHALL MATCH IN COLOR. 3.THERMOSTATS ON EXTERIOR WALLS/ COLUMN COVERS SHALL BE PROVIDED WITH INSULATED BACKING TO PREVENT FALSE READINGS. 4.UPON PROJECT COMPLETION, CALIBRATE THERMOSTATS AND ENSURE ACCURACY AND REPEATABILITY. tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Mechanical Lead - Joe Millham City Submittal 09/06/23- DETAILS & CONTROLS M2-1 21159.00 1202 W Edinger Ave10/3/2024 COVER SHEET C1 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 C2 COVER SHEET 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 DETAIL DRAWINGS D1 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 DETAIL DRAWINGS D2 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 DETAIL DRAWINGS D3 21159.0021159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 DETAIL DRAWINGS D4 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 DETAIL DRAWINGS D5 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 E1 ROOF FRAMING 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 ROOF SHEETING E2 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 CROSS SECTION E3 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 SIDEWALL ELEVATION E4 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 SIDEWALL ELEVATION E5 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 ELEVATION E6 ENDWALL 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 ENDWALL ELEVATION E7 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 ANCHOR ROD PLAN F1 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 REACTIONS F2 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 WELD SHEET DETAILS W1 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 WELD SHEET DETAILS W2 21159.00 SIGNED 01/02/2024 DATE SIGNED: 12/13/23 1202 W Edinger Ave10/3/2024 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1391 Report Generated: 2023-09-06 08:43:18 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in 110.9, 110.12(c), 130.0, 130.1, 140.6 and 141.0(b)2 for indoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5, 170.2(e) and 180.2(b)4 for indoor lighting scopes using the prescriptive path for multifamily occupancies. Multifamily includes dormitory and senior living facilities. Project Name: Mater Dei High School - Dance Studio Report Page: (Page 1 of 7) Project Address: 1202 W Edinger Ave Date Prepared: 9/6/2023 A. GENERAL INFORMATION 01 Project Location (city)Santa Ana 04 Total Conditioned Floor Area (ft2)2,013 02 Climate Zone 8 05 Total Unconditioned Floor Area (ft2)0 03 Occupancy Types Within Project (select all that apply):06 # of Stories (Habitable Above Grade)1 ● Classroom B. PROJECT SCOPE This table includes any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.6 / 170.2(e) or 141.0(b)2 / 180.2(b)4 for alterations. Scope of Work Conditioned Spaces Unconditioned Spaces 01 02 03 04 05 My Project Consists of (check all that apply):Calculation Method Area (ft2)Calculation Method Area (ft2) New Lighting System Area Category Method 2013 Area Category Method 0 New Lighting System - Parking Garage Total Area of Work (ft2)2013 0 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 2 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1391 Report Generated: 2023-09-06 08:43:18 C. COMPLIANCE RESULTS If any cell on this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance. Lighting in conditioned and unconditioned spaces must not be combined for compliance per 140.6(b)1 / 170.2(e) Allowed Lighting Power per 140.6(b) / 170.2(e) (Watts) ≥ Adjusted Lighting Power per 140.6(a) / 170.2(e) (Watts)Compliance Results 01 02 03 04 = 05 06 07 = 08 09 Complete Building 140.6(c)1 Area Category 140.6(c)2 / 170.2(e)4 Area Category Additional 140.6(c)2G / 170.2(e)4Av ( +) Tailored 140.6(c)3 / 170.2(e)4B ( +) Total Allowed (Watts) Total Designed (Watts) Adjustments Total Adjusted (Watts) *Includes Adjustments 05 must be >= 08 140.6 / 170.2(e) PAF Lighting Control Credits 140.6(a)2 / 170.2(e)1B (-) (See Table I)(See Table I)(See Table J)(See Table K)(See Table F)(See Table P) Conditioned 1,207.8 0 =1,208 ≥972 0 =972 COMPLIES Unconditioned =≥= Controls Compliance (See Table H for Details)COMPLIES Rated Power Reduction Compliance (See Table Q for Details) D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 3 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1391 Report Generated: 2023-09-06 08:43:18 F. INDOOR LIGHTING FIXTURE SCHEDULE This table includes all planned permanent and portable lighting other than dwelling unit/ hotel/ motel room lighting. Multifamily dwelling unit and hotel/motel room lighting is documented in Table T. If using Table T to document lighting in multifamily common use areas providing shared provisions for living, eating, cooking or sanitation, those luminaires are not included here. Designed Wattage: Conditioned Spaces 01 02 03 04 05 06 07 08 09 10 Name or Item Tag Complete Luminaire Description Modular (Track) Fixture Small Aperture & Color Change1 Watts per luminaire2 How is Wattage determined Total Number of Luminaires Excluded per 140.6(a)3 / 170.2(e)2C Design Watts Field Inspector Pass Fail 1 Type 1 - Suspended Hi-Bay No NA 81 Mfr. Spec 12 No 972 Total Designed Watts: CONDITIONED SPACES 972 1FOOTNOTE: Design Watts for small aperture and color changing luminaires which qualify per 140.6(a)4B / 170.2(e)2D is adjusted to be 75% /80% of their rated wattage. Table F automatically makes this adjustment, the permit applicant should enter full rated wattage in column 05. 2Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c) / 160.5(b). Wattage used must be the maximum rated for the luminaire, not the lamp. G. MODULAR LIGHTING SYSTEMS This section does not apply to this project. H. INDOOR LIGHTING CONTROLS (Not including PAFs) This table includes lighting controls for conditioned and unconditioned spaces. Building Level Controls 01 02 03 Mandatory Demand Response 110.12(c)Shut-off controls 130.1(c) / 160.5(b)4C Field Inspector Pass Fail Required >= 4,000W subject to multilevel Whole Building Auto Time Switch 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 4 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1391 Report Generated: 2023-09-06 08:43:18 H. INDOOR LIGHTING CONTROLS (Not including PAFs) Area Level Controls 04 05 06 07 08 09 10 11 12 Area Description Complete Building or Area Category Primary Function Area Manual Area Controls 130.1(a) / 160.5(b)4A Multi-Level Controls 130.1(b) / 160.5(b)4B Shut-Off Controls 130.1(c) // 160.5(b)4C Primary/Sky lit Daylighting 130.1(d) / 160.5(b)4D Secondary Daylighting 130.1(d) / 160.5(b)4D Interlocked Systems 140.6(a)1/ 170.2(e)2A Field Inspector Pass Fail 13 Plan Sheet Showing Daylit Zones: I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS Each area complying using the Complete Building or Area Category Methods per 140.6(b) are included in this table. Column 06 indicates if additional lighting power allowances per 140.6(c) or adjustments per 140.6(a) are being used . Conditioned Spaces 01 02 03 04 05 06 Area Description Complete Building or Area Category Primary Function Area Allowed Density (W/ft2)Area (ft2)Allowed Wattage (Watts) Additional Allowance / Adjustment Area Category PAF Dance Studio Classroom, Lecture, or Training Vocational 0.6 2,013 1,207.8 No No TOTALS:2,013 1,207.8 See Tables J, or P for detail J. ADDITIONAL ALLOWANCE: AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM This section does not apply to this project. K. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE This section does not apply to this project. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 5 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1391 Report Generated: 2023-09-06 08:43:18 L. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY This section does not apply to this project. M. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING This section does not apply to this project. N. ADDITIONAL LIGHTING ALLOWANCE: TAILORED DECORATIVE /SPECIAL EFFECTS This section does not apply to this project. O. ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE This section does not apply to this project. P. POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAF)) This section does not apply to this project. Q. RATED POWER REDUCTION COMPLIANCE FOR ONE-FOR-ONE ALTERATIONS This section does not apply to this project. R. 80% LIGHTING POWER FOR ALL ALTERATIONS - CONTROLS EXCEPTIONS This section does not apply to this project. S. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF) This section does not apply to this project. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 6 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1391 Report Generated: 2023-09-06 08:43:18 T. DWELLING UNIT LIGHTING This section does not apply to this project. U. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. If any selections have been changed by permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Form/Title NRCI-LTI-E - Must be submitted for all buildings V. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Selections have been made based on information provided in this document. If any selections have been changed by the permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and any with "-A" in the form name must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html Form/Title Systems/Spaces To Be Field Verified NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls.Whole Building Time Switch; NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls.Whole Building Demand Response; 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 7 of 7) Project Address: 1202 W Edinger Ave Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1391 Report Generated: 2023-09-06 08:43:18 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company: WSP USA Signature Date: Address:CEA/ HERS Certification Identification (if applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Ray Swartz Responsible Designer Signature: Company: WSP USA Date Signed: 2023-09-06 Address: 11870 Pierce St Ste 160 License: E15610 City/State/Zip: Riverside CA 92505 Phone: 951-299-4160 2023-09-06 1202 W Edinger Ave10/3/2024 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1392 Report Generated: 2023-09-06 08:43:18 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E This document is used to demonstrate compliance with requirements in 110.9, 130.0, 130.2, 140.7, and 141.0(b)2L for outdoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5, 170.2(e)6, 180.1(a) and 180.2(b)4Bv for outdoor lighting scopes using the prescriptive path for multifamily and mixed-use occupancies. Multifamily includes dormitory and senior living facilities. Project Name: Mater Dei High School - Dance Studio Report Page: (Page 1 of 7) Project Address: 1202 W Edinger Ave Date Prepared: 9/6/2023 A. GENERAL INFORMATION 01 Project Location (city)Santa Ana 04 Total Illuminated Hardscape Area (ft2)330002Climate Zone 8 03 Outdoor Lighting Zone per Title 24 Part 1 10.114 or as designated by Authority Having Jurisdiction (AHJ): LZ-0: Very Low - Undeveloped Parkland LZ-2: Moderate - Urban Clusters LZ-4: High - Must be reviewed by CA Energy Commission for Approval LZ-1: Low - Rural Areas LZ-3: Moderately High - Urban Areas 05 Occupancy Types within Project ● Classroom B. PROJECT SCOPE This table includes outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.7 / 170.2(e)6 or 141.0(b)2L / 180.2(b)4Bv for alterations. My Project Consists of: 01 02 New Lighting System Must Comply with Allowances from 140.7 / 170.2(e)6 Altered Lighting System Is your alteration increasing the connected lighting load (Watts)?Yes No 03 04 05 % of Existing Luminaires Being Altered1 Sum Total of Luminaires Being Added or Altered Calculation Method < 10%>= 10% and < 50%>= 50% Please proceed to Table F. Outdoor Lighting Fixture Schedule to define the project's luminaires. 1 FOOTNOTES: % of Existing Luminaires Being Altered = (Sum Total of Luminaires Being Added or Altered / Existing Luminaires within the Scope of the Permit Application) x 100. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 2 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1392 Report Generated: 2023-09-06 08:43:18 C. COMPLIANCE RESULTS Results in this table are automatically calculated from data input and calculations in Tables F through N. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below. Calculations of Total Allowed Lighting Power (Watts) 140.7 / 170.2(e)6 or 141.0(b)2L / 180.2(b)4Bv Compliance Results 01 + 02 + 03 + 04 + 05 OR 06 = 07 ≥ 08 09 General Hardscape Allowance 140.7(d)1 / 170.2(e)6 (See Table I) Per Application 140.7(d)2 / 170.2(e)6 (See Table J) Sales Frontage 140.7(d)2 (See Table K) Ornamental 140.7(d)2 / 170.2(e)6 (See Table L) Per Specific Area 140.7(d)2 / 170.2(e)6 (See Table M) Existing Power Allowance 141.0(b)2L / 180.2(b)4Bv (See Table N) Total Allowed (Watts) Total Actual (Watts)07 must be >= 08 332 +---+---+---+---OR ---=332 ≥150 COMPLIES Shielding Compliance (See Table G for Details)N/A Controls Compliance (See Table H for Details)Not applicable D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 3 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1392 Report Generated: 2023-09-06 08:43:18 F. OUTDOOR LIGHTING FIXTURE SCHEDULE For new or altered lighting systems demonstrating compliance with 140.7 / 170.2(e)6 all new luminaires being installed and any existing luminaires remaining or being moved within the spaces covered by the permit application are included in the Table below. For altered lighting systems using the Existing Power method per 141.0(b)2L only new luminaires being installed and replacement luminaires being installed as part of the project scope are included (ie, existing luminaires remaining or existing luminaires being moved are not included). Outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit are included in Table H. and are not included here. All other multifamily outdoor lighting is included here. Designed Wattage: 01 02 03 04 05 06 07 08 09 10 Name or Item Tag Complete Luminaire Description Watts per luminaire1, 2 How is Wattage determined Total Number Luminaires 2 Luminaire Status3 Excluded per 140.7(a) / 170.2(e)6A Design Watts Cutoff Req. > 6,200 initial lumen output 130.2(b) / 160.5(c)14 Field Inspector Pass Fail 2 Type 2 - Surface Mtd Wall Pack Linear 25 Mfr. Spec 6 New 150 NA: < 6200 lumens Total Design Watts:150 * NOTES: Selections with a * require a note in the space below explaining how compliance is achieved. EX: Luminaire is lighting a statue; EXCEPTION 2 to 130.2(b) 1FOOTNOTES: Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c) / 160.5(b) 2 For linear luminaires, wattage should be indicated as W/lf instead of Watts/luminaire. Total linear feet should be indicated in column 05 instead of number of luminaires. 3 Select "New" for new luminaires in a new outdoor lighting project, or for added luminaires in an alteration. Select "Altered" for replacement luminaires in an alteration. Select "Existing to Remain" for existing luminaires within the project scope that are not being altered and are remaining. Select "Existing Reinstalled" for existing luminaires which are being removed and reinstalled as part of the project scope. 4 Compliance with mandatory shielding requirements is required for luminaires with initial lumen output >= 6,200 unless exempted by 130.2(b)/ 160.5(c) G. SHIELDING REQUIREMENTS (BUG) This section does not apply to this project. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 4 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1392 Report Generated: 2023-09-06 08:43:18 H. OUTDOOR LIGHTING CONTROLS This table demonstrates compliance with controls requirements for all new or altered luminaires installed as part of the permit application. For alteration projects, luminaires which are existing to remain (ie untouched) and luminaires which are removed and reinstalled (wiring only) do not need to be included in this table even if they are within the spaces covered by the permit application. Outdoor lighting for nonresidential buildings, parking garages and common service areas in multifamily buildings must be documented separately from outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit Mandatory Controls for Nonresidential Occupancies, Parking Garages & Common Areas in Multifamily Buildings 01 02 03 04 05 Area Description Shut-Off 130.2(c)1 / 160.5(c) Auto-Schedule 130.2(c)2 / 160.5(c) Motion Sensor 130.2(c)3 / 160.5(c) Field Inspector Pass Fail 1FOOTNOTE: Text has been abbreviated, please refer to Table 160.5-A to confirm compliance with the specific light source technologies listed. 2Authority having jurisdiction may ask for cutsheets or other documentation to confirm compliance of light source. 3Recessed luminaires marked for use in fire-rated installations, and recessed luminaires installed in non-insulated ceilings are excepted from ii and iii. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 5 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1392 Report Generated: 2023-09-06 08:43:18 I. LIGHTING POWER ALLOWANCE (per 140.7 / 170.2(e)) This table includes areas using allowance calculations per 140.7 / 170.2(e). General Hardscape Allowance is per Table 140.7-A/Table 170.2-R while "Use it or lose it" Allowances are per Table 140.7-B /Table 170.2-S. Indicate which allowances are being used to expand sections for user input. Luminaires that qualify for one of the "Use it or lose it" allowances shall not qualify for another "Use it or lose it" allowance. Outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit are included in Table H. and are not included here. All other multifamily outdoor lighting is included here. 01 General Hardscape Allowance Table I (below) "Use it or lose it" Allowance (select all that apply) (select all that apply) Per Application Table J Sales Frontage Table K Ornamental Table L Per Specific Area Table M Calculated General Hardscape Lighting Power Allowance per Table 140.7-A for Nonresidential & Hotel/Motel 02 03 04 05 06 07 08 09 Area Description Area Wattage Allowance (AWA)Linear Wattage Allowance (LWA)Total General AWA + LWA (Watts) Illuminated Area (ft2) Allowed Density (W/ft2) Area Allowance (Watts) Perimeter Length (lf) Allowed Density (W/lf) Linear Allowance (Watts) Pedestrian Hardscape 3300 0.019 62.7 462 0.2 69.3 132 Initial Wattage Allowance for Entire Site (Watts):200 Instances of Initial Wattage Allowance (LZ 0 only)1 Total General Hardscape Allowance (Watts):332 J. LIGHTING ALLOWANCE: PER APPLICATION This section does not apply to this project. K. LIGHTING ALLOWANCE: SALES FRONTAGE This section does not apply to this project. L. LIGHTING ALLOWANCE: ORNAMENTAL This section does not apply to this project. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 6 of 7) Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1392 Report Generated: 2023-09-06 08:43:18 M. LIGHTING ALLOWANCE: PER SPECIFIC AREA This section does not apply to this project. N. EXISTING CONDITIONS POWER ALLOWANCE (alterations only) This section does not apply to this project. O. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. If any selection has been changed by permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Form/Title NRCI-LTO-E - Must be submitted for all buildings P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE There are no NRCA forms required for this project. 1202 W Edinger Ave10/3/2024 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Mater Dei High School - Dance Studio Report Page: (Page 7 of 7) Project Address: 1202 W Edinger Ave Date Prepared: 9/6/2023 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-2945-0923-1392 Report Generated: 2023-09-06 08:43:18 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company: WSP USA Signature Date: 2023-09-06 Address:CEA/ HERS Certification Identification (if applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Ray Swartz Responsible Designer Signature: Company: WSP USA Date Signed: 2023-09-06 Address: 11870 Pierce St Ste 160 License: E15610 City/State/Zip: Riverside CA 92505 Phone: 951-299-4160 1202 W Edinger Ave10/3/2024 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 1202 W Edinger Ave10/3/2024 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 1202 W Edinger Ave10/3/2024 3204-I-02L (11/23) November 17, 2023 Mater Dei High School 1202 West Edinger Avenue Santa Ana, CA 92707 Attention: Mr. Michael Brennan President Subject: Review of Foundation Plans Proposed Dance Studio Mater Dei High School 1202 West Edinger Avenue Santa Ana, California GPI Project No. 3204.I Dear Mr. Brennan: In accordance with the requirements of the City of Santa Ana, we have reviewed the foundation plan prepared by VCA Engineers Inc, the Project Structural Engineer, for the proposed dance studio. Specifically, we reviewed Sheet S-1, General Notes, Plan and Details, received on November 14, 2023. Based upon our review, the foundation design substantially conforms to the recommendations provided in our geotechnical investigation reports dated October 20, 2023. Our approval of the foundation plans is conditional based upon GPI providing the proper level of field observation and review during the construction of the foundations. The opportunity to be of service is appreciated. If you have any questions, please call. Very truly yours, Geotechnical Professionals Inc. James E. Harris V, P.E. Donald A. Cords, G.E. Project Engineer Principal cc: Mr. Robert Demmond, tBP Architecture (e-mail only) Mr. Alex Quinonez, VCA Engineers, Inc. (e-mail only) 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 2 of 160 JOB# 186565 BUILDING DESCRIPTION ________________________________________________ 3 3D VIEW ______________________________________________________________ 5 IBC 21 DESIGN CODES __________________________________________________ 6 BUILDING LOADING ____________________________________________________ 7 ROOF DESIGN REPORT ________________________________________________ 24 RIGID FRAME DESIGN REPORT __________________________________________ 58 1.1 Rigid frame - 1 _______________________________________________________ 58 FRONT SIDEWALL DESIGN REPORT ______________________________________ 77 BACK SIDEWALL DESIGN REPORT_______________________________________ 85 LEFT ENDWALL DESIGN REPORT ________________________________________ 93 RIGHT ENDWALL DESIGN REPORT______________________________________ 127 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 3 of 160 JOB# 186565 BUILDING DESCRIPTION Building dimensions: Width: 40ft. Length: 50ft. Eave Height: 20ft/ 20ft Slope (x/12): 4.0:12/ 4.0:12 Roof bay spacing: 2 at 25. Endwall bay spacing: Endwall Left (ft): “Bearing” 1 at 13. 1 at 14 1 at 13 Endwall Right (ft) : “Bearing” 1 at 13. 1 at 14 1 at 13 General Loads Roof Dead Load (D) 2.000 psf Roof Collateral Load (C) 3 psf Roof Live Load (Lr) 20.00 psf Tributary Live Load Reduction Yes Snow Load Flat-Roof Snow Load (Pf) 0.0000 psf Ground Snow Load (Pg) 0.0000 psf Min. Snow (Low Slope) (Pmin) 0.0000 psf Snow Exposure Factor (Ce) 1.0000 Snow Load Importance Factor (ls) 1.0000 Thermal Factor (Ct) 1.10 Wind Load Wind Speed (V 3S) N/A Wind Speed (Vult & Vasd) 96.0000 mph 74.36121 mph Occupancy / Risk Category II - Normal Wind Exposure Category C Internal Pressure Coefficient (GCpi) +/-0.18 Wind Enclosure Closed 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 4 of 160 JOB# 186565 Wind Importance Factor N/A Seismic Load Seismic Importance Factor 1.00 Spectral Response Accelerations (Ss & S1) 1.2751 0.4570 Site Class D Spectral Response Coeffecients (Sds & Sd1) 0.5615 Seismic Design Category D Basic Seismic-Force-Resisting System(s) * Longitudinal Lateral Total Design Base Shear (V) 4.68 kips 5.05 kips Seismic Response Coefficient(s) (Cs) 0.2617 0.2430 Response Modifaction Factor(s) (R) 3.2500 3.5000 Analysis Procedure: Equavalent Lateral Force 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 5 of 160 JOB# 186565 3D VIEW Complete design performed using Metal Building Software (MBS). 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 6 of 160 JOB# 186565 IBC 21 DESIGN CODES Design Specifications The Building described in these calculations was designed according to the following design specifications. 1. Hot rolled sections and built up components have been designed in accordance with: 2016 Specification for Structural Steel Buildings, AISC "American Institute of Steel Construction" 15th Edition. 2. Cold formed components have been designed in accordance with: North American Specification for the Design of Cold-Formed Steel Structural Members. AISI "American Iron and Steel Institute" 2020 Edition. 3. Welding has been applied in accordance with: D1.4/D1.4M Structural Welding Code - Steel, AWS "American Welding Society" 2018 Edition. 4. 2021 International Building Code, ICC "International Code Council" 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 7 of 160 JOB# 186565 BUILDING LOADING ================================================================================ 186565FS Design Loads For Building Components: 12/ 1/23 1:55pm ================================================================================ FRONT SIDEWALL: --------------- BASIC LOADS: Basic Wind_Load_Ratio Wind Deflect Factor 18.6 0.49 0.60 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 8 of 160 JOB# 186565 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 4.00 0.00 4.00 0.00 1.11 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 18.6 -20.5 .. Girt/Header 21.9 -23.8 .. Panel 17.6 -19.5 .. Jamb 0.0 0.0 .. Parapet BACK SIDEWALL: --------------- BASIC LOADS: Basic Wind_Load_Ratio Wind Deflect Factor 18.6 0.49 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 4.00 0.00 4.00 0.00 1.11 1.23 1.07 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 18.6 -20.5 .. Girt/Header 21.9 -23.8 .. Panel 17.6 -19.5 .. Jamb 0.0 0.0 .. Parapet LEFT ENDWALL: -------------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Load Load Load Load Load Wind Deflect Factor 2.0 3.0 20.0 0.0 0.0 18.6 0.49 0.60 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 9 of 160 JOB# 186565 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 4.00 0.00 4.00 0.00 1.11 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 2.00 0.00 1.70 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 17.6 -19.5 .. Column 18.6 -20.5 .. Girt/Header 17.6 -19.5 .. Jamb 21.9 -23.8 .. Panel 35.4 -30.4 .. Parapet 27.8 -18.6 .. Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- -Long_Wind- Surface Id Left Right Left Right 1 2 Friction 1 0.55 -0.81 0.96 -0.40 -0.65 -0.65 0.00 2 -1.07 -0.76 -0.71 -0.40 -1.07 -0.64 0.00 3 -0.76 -1.07 -0.40 -0.71 -0.64 -1.07 0.00 4 -0.81 0.55 -0.40 0.96 -0.65 -0.65 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 61 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 20 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 10 of 160 JOB# 186565 21 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 22 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 23 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 24 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 25 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 26 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 27 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 28 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 29 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 30 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 31 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 32 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 33 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 34 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 35 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 36 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 37 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 38 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 39 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 40 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 41 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 42 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 43 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 44 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 47 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 48 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 49 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 53 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 61 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 STEPPED LOAD COEFFICIENTS: Basic Location No. ------------- ------------- ------------- No. Load Use Id Step Locate Coef Locate Coef Locate Coef WINDL1 - 2 2 20.00 1.00 21.08 0.71 WINDR1 - 3 2 1.08 0.71 21.08 1.00 WINDL2 - 2 2 20.00 1.00 21.08 0.56 WINDR2 - 3 2 1.08 0.56 21.08 1.00 RIGHT ENDWALL: -------------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Load Load Load Load Load Wind Deflect Factor 2.0 3.0 20.0 0.0 0.0 18.6 0.49 0.60 EDGE ZONE: -----Wind_Ratio---- 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 11 of 160 JOB# 186565 --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 4.00 0.00 4.00 0.00 1.11 1.23 1.07 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 2.00 0.00 1.70 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 17.6 -19.5 .. Column 18.6 -20.5 .. Girt/Header 17.6 -19.5 .. Jamb 21.9 -23.8 .. Panel 35.4 -30.4 .. Parapet 27.8 -18.6 .. Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- -Long_Wind- Surface Id Left Right Left Right 1 2 Friction 1 0.55 -0.81 0.96 -0.40 -0.65 -0.65 0.00 2 -1.07 -0.76 -0.71 -0.40 -1.07 -0.64 0.00 3 -0.76 -1.07 -0.40 -0.71 -0.64 -1.07 0.00 4 -0.81 0.55 -0.40 0.96 -0.65 -0.65 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 53 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 20 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 21 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 22 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 23 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 24 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 12 of 160 JOB# 186565 25 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 26 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 27 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 28 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 29 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 30 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 31 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 32 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 33 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 34 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 35 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 53 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 STEPPED LOAD COEFFICIENTS: Basic Location No. ------------- ------------- ------------- No. Load Use Id Step Locate Coef Locate Coef Locate Coef WINDL1 - 2 2 20.00 1.00 21.08 0.71 WINDR1 - 3 2 1.08 0.71 21.08 1.00 WINDL2 - 2 2 20.00 1.00 21.08 0.56 WINDR2 - 3 2 1.08 0.56 21.08 1.00 ROOFDES: -------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Surface Seis % Load Load Load Load Load Wind Deflect Factor Friction Factor Snow 2.0 3.0 20.0 0.0 0.0 18.6 0.49 0.00 0.00 1.000 0.00 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct_Roof 16.0 -16.0 .. Purlins 16.0 -40.5 .. Panels 12.3 -2.3 -16.0 .. Long Bracing, Building 16.8 -5.3 .. Long Bracing, Wall Edge Zone 27.8 -18.6 14.8 .. Long Bracing, Facia/Parapet 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 13 of 160 JOB# 186565 EDGE & CORNER ZONE WIND: Wind Surf No. Zone --Purlin--- ---Panel--- Id Id Zone Id Width Length Press Suct Press Suct 1 2 6 1 0.00 0.00 1.00 1.00 1.00 1.00 3 0.00 4.00 1.00 2.03 1.00 1.46 5 0.00 4.00 1.00 2.03 1.00 1.46 6 4.00 0.00 1.00 2.03 1.00 1.46 9 4.00 4.00 1.00 2.30 1.00 1.73 10 4.00 4.00 1.00 2.30 1.00 1.73 3 6 1 0.00 0.00 1.00 1.00 1.00 1.00 3 0.00 4.00 1.00 2.03 1.00 1.46 4 4.00 0.00 1.00 2.03 1.00 1.46 5 0.00 4.00 1.00 2.03 1.00 1.46 7 4.00 4.00 1.00 2.30 1.00 1.73 8 4.00 4.00 1.00 2.30 1.00 1.73 EDGE & CORNER ZONE WIND: LONGITUDINAL Wind Surf No. Zone Purlin Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 2 2 1 1 0.00 0.00 1.00 3 1 1 0.00 0.00 1.00 PURLIN DESIGN LOADS: Surf --Load- --Add_Snow- Wind Wind Aux_Load Id No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef 2 5 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 5 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 3 5 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 5 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 BRACING DESIGN LOADS: --Load- --Add_Snow- Wind Wind Seis Aux_Load No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Load Id Coef 8 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 14 of 160 JOB# 186565 4 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 6 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 7 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 8 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 RIGID FRAME - 1: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 2.0 3.0 12.0 0.0 0.0 18.6 0.49 0 BASIC LOADS AT EAVE: Seismic --Torsion-- --EW_Brace- Load Wind Seis Wind Seis 1.58 0.00 0.00 0.00 0.00 WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- ---Wind_3-- ---Wind_4-- Long_Wind Surface Id Left Right Left Right Left Right Left Right 1 2 Friction 1 0.39 -0.69 0.81 -0.27 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 2 -0.87 -0.65 -0.51 -0.29 0.00 0.00 0.00 0.00 -0.87 -0.55 0.00 3 -0.65 -0.87 -0.29 -0.51 0.00 0.00 0.00 0.00 -0.55 -0.87 0.00 4 -0.69 0.39 -0.27 0.81 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 DESIGN LOADS: -----------------------------------------------------Load_Coefficients----------------------------------------------------- ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_Wind --Seismic- Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 56 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 15 of 160 JOB# 186565 32 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 33 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 41 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 42 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 43 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 44 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 45 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 46 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 47 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 48 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 49 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 50 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 51 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 52 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 53 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 56 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 STEPPED LOAD COEFFICIENTS: Basic Surf No. ------------- ------------- ------------- No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDL1 2 2 20.00 1.00 21.08 0.75 WINDR1 3 2 1.08 0.75 21.08 1.00 WINDL2 2 2 20.00 1.00 21.08 0.57 WINDR2 3 2 1.08 0.57 21.08 1.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 16 of 160 JOB# 186565 ================================================================================ 186565FS Reactions, Anchor Bolts, & Base Plates:12/ 1/23 1:55pm ================================================================================ ----- ----- -----Foundation_Loads(k )----- --------- ----------------- Frame Col Max_Pos_Val Max_Neg_Val Anc._Bolt Base_Plate Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 1 D 8 0.8 -1.9 9 -2.9 -3.1 4 0.625 6.00 8.00 0.375 10 0.8 5.2 4 0.0 -3.6 1 C 11 1.8 -4.3 12 -1.6 -2.1 4 0.625 6.00 8.00 0.375 13 0.0 6.0 11 1.8 -4.3 1 B 11 1.8 -1.9 9 -1.6 -1.2 4 0.625 6.00 8.00 0.375 3 0.0 5.1 11 1.8 -1.9 1 A 14 1.4 0.6 9 -3.5 -2.7 4 0.625 6.00 8.00 0.375 15 0.0 2.8 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 3 A 16 0.8 3.3 9 -0.7 -1.5 2 0.625 3.50 8.00 0.375 17 0.6 3.8 8 0.8 -3.6 3 B 14 1.8 0.3 12 -1.6 -2.1 4 0.625 6.00 8.00 0.375 13 0.1 5.9 11 1.8 -4.3 3 C 18 1.8 -0.1 9 -1.6 -1.2 4 0.625 6.00 8.00 0.375 3 0.1 5.1 11 1.8 -1.9 3 D 16 0.8 0.0 9 -0.7 -1.2 2 0.625 3.50 8.00 0.375 3 0.0 1.8 14 0.8 -1.2 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 2 D 1 4.3 7.4 2 -4.8 -3.6 4 0.750 6.00 13.50 0.500 3 2.5 11.6 4 -3.8 -6.1 2 A 5 4.8 -3.6 6 -4.3 7.4 4 0.750 6.00 13.50 0.500 3 -2.5 11.6 7 3.8 -6.1 ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- ----------------------------------------------------------------------------- PARTITION WALL REACTION: 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 17 of 160 JOB# 186565 ------------------------ ---Max(k )-- Part Dead Wind Id Orient Vert Horz ---- ------ ----- ----- 1 Long. 0.0 0.0 LOAD COMBINATIONS: ------------------ Id Combination ---- ------------------------------ 1 Dead+Collateral+0.75Live+0.45Wind_Right1 2 0.6Dead+0.6Wind_Left2 3 Dead+Collateral+Live 4 0.6Dead+0.6Wind_Left1 5 0.6Dead+0.6Wind_Right2 6 Dead+Collateral+0.75Live+0.45Wind_Left1 7 0.6Dead+0.6Wind_Right1 8 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 9 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L 10 Dead+0.6Wind_Right2+0.6Wind_Suction 11 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 12 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1L 13 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_Left 14 0.6Dead+0.6Wind_Suction+0.6Wind_Long2L 15 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_LongR 16 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 17 Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 18 0.6Dead+0.6Wind_Left2+0.6Wind_Suction ================================================================================ 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 18 of 160 JOB# 186565 186565FS Bracing Reactions Report: 12/ 1/23 1:55pm ================================================================================ BUILDING BRACING REACTIONS: --------------------------- ----Reactions in plane of wall----- ------Reactions(k )------- ---Wall-- Col ----Wind---- --Seismic--- Panel_Shear(lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seismic Notes ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- L_EW 1 D C Bracing, see EW reactions R_EW 3 A B Bracing, see EW reactions *See RF reactions table for vertical and horizontal reactions in plane of the rigid frame ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- Reaction values shown are unfactored & for seismic represent base shear Maximum load combination factors are: Wind : 0.60 Seismic: 0.70 ================================================================================ 186565FS Additional Reactions Report: 12/ 1/23 1:55pm ================================================================================ Rigid Frame Column Reactions(k ) -------------------------------- Frame Col ----Dead--- Collateral ----Live--- Wind_Left1 Wind_Right1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 D 0.4 2.2 0.4 2.0 1.6 7.5 -6.8 -12.3 5.0 -5.2 2 A -0.4 2.2 -0.4 2.0 -1.6 7.5 -5.0 -5.2 6.8 -12.3 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 19 of 160 JOB# 186565 Frame Col Wind_Left2 Wind_Right2 Wind_Long1 Wind_Long2 -Seis_Left- Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 D -8.4 -8.1 3.3 -1.1 2.6 -11.2 1.4 -10.8 -1.6 -1.6 2 A -3.3 -1.1 8.4 -8.1 -1.4 -10.8 -2.6 -11.2 -1.6 1.6 Frame Col -Seis_Right -Seis_Long- Line Line Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- 2 D 1.6 1.6 0.0 -2.2 2 A 1.6 -1.6 0.0 -2.2 ------------------------------------------------------------------------------ Endwall Column Reactions(k ) ----------------------------- Frame Col Dead Collat Live Wind_Left1 Wind_Right1 Wind_Left2 Line Line Vert Vert Vert Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 D 0.4 0.2 1.3 -2.7 -6.3 0.0 4.3 -2.7 -5.4 1 C 0.8 0.6 3.8 0.0 1.4 2.7 -7.9 0.0 2.2 1 B 0.8 0.6 3.8 0.0 -1.8 0.0 -3.9 0.0 -1.0 1 A 0.4 0.2 1.3 0.0 -1.8 0.0 -1.1 0.0 -0.9 Frame Col Wind_Right2 Wind_Pressure Wind_Suction Wind_Long1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 1 D 0.0 5.2 -4.9 -2.7 1.3 2.7 0.0 -0.6 1 C 2.7 -7.1 -2.7 0.0 2.9 0.0 0.7 -4.3 1 B 0.0 -3.1 -2.7 0.0 2.9 0.0 0.0 -1.6 1 A 0.0 -0.2 -5.8 -2.7 2.3 2.7 0.0 -1.5 Frame Col Wind_Long2 Seismic_Left Seismic_Right Seismic_Long 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 20 of 160 JOB# 186565 Line Line Horz Vert Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 1 D -0.7 -2.8 -1.7 -3.1 0.0 3.7 -3.0 -2.2 1 C 0.0 -0.3 0.0 3.1 1.7 -3.7 0.1 0.0 1 B 0.0 -2.8 0.0 0.2 0.0 -0.2 0.1 0.0 1 A 0.0 -2.2 0.1 -0.1 0.1 0.1 -3.0 -2.2 ------------------------------------------------------------------------------ Frame Col Dead Collat ----Live---- Wind_Left1 Wind_Right1 Line Line Vert Vert Horz Vert Horz Vert Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 3 A 0.2 0.2 0.0 1.3 -2.7 -6.4 0.0 4.4 3 B 0.7 0.6 0.1 3.8 0.0 1.5 2.7 -8.0 3 C 0.7 0.6 0.1 3.8 0.0 -1.8 -0.1 -3.9 3 D 0.2 0.2 0.0 1.3 0.0 -1.8 0.0 -1.1 Wind Wind Frame Col Wind_Left2 Wind_Right2 Press Suct Wind_Long1 Line Line Horz Vert Horz Vert Horz Horz Horz Vert ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 3 A -2.7 -5.5 0.0 5.3 -1.2 1.3 0.0 -0.6 3 B 0.0 2.3 2.7 -7.2 -2.7 3.0 0.7 -4.3 3 C 0.0 -1.0 0.0 -3.1 -2.7 3.0 0.0 -1.6 3 D 0.0 -0.9 0.0 -0.2 -1.2 1.3 0.0 -1.5 Seismic 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 21 of 160 JOB# 186565 Frame Col Wind_Long2 Seismic_Left Seismic_Right Long Line Line Horz Vert Horz Vert Horz Vert Horz ----- ---- ----- ----- ----- ----- ----- ----- ----- 3 A -0.7 -2.8 -1.7 -3.2 0.0 3.8 0.04 3 B 0.0 -0.3 0.0 3.2 1.7 -3.7 0.1 3 C 0.0 -2.8 0.0 0.2 0.0 -0.2 0.1 3 D 0.0 -2.2 0.0 -0.1 0.0 0.1 0.04 ------------------------------------------------------------------------------ ================================================================================ 186565FS Seismic Design Report: 12/ 1/23 1:55pm ================================================================================ Building Data ------------- Code =IBC 21 Length = 50.00 Width = 40.00 Left Eave Height = 20.00 Right Eave Height = 20.00 Seismic Formula --------------- Equivalent Lateral Force, Section 12.8 Base Shear V = 0.667*Ie*Fa*Ss*W/R Vmin = 0.044*Sds*Ie*W Vmax = Sd1*Ie*W/(T*R) T(Moment_Frame) = 0.348 Shear Force E = Rho*V (Rigid frame, endwall frame, wind bent, wind column & base reactions) T(Braced_Frame) = 0.212 Shear Force Em = Omega*V (Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Fa*Ss = 1.275 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 22 of 160 JOB# 186565 Zone/Design Category= D Ie = 1.000 S1 = 0.457 Sd1 = 0.562 Sds = 0.850 Seismic Dead Load, W -------------------- Frame Dead = 2.00 (psf ) Roof Dead = 2.00 (psf ) Collateral = 3.00 (psf ) Roof Total = 7.00 (psf ) , Weight= 14.00 (k ) Left EW Dead = 2.00 (psf ) , Weight= 0.93 (k ) Front SW Dead = 2.00 (psf ) , Weight= 1.00 (k ) Right EW Dead = 2.00 (psf ) , Weight= 0.93 (k ) Back SW Dead = 2.00 (psf ) , Weight= 1.00 (k ) ------- Total = 17.87 (k ) Seismic Forces -------------- Roof Bracing R = 3.25, Rho= 1.30 Cs = 0.2617 W = 15.87 (k ) Force V = 4.15 (k ) Force E = 5.40 (k ) Sidewall Bracing Front SW R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.2617 W = 8.93 (k ) Force V = 2.34 (k ) Force Em = 4.67 (k ) Force E = 3.04 (k ) Back SW R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.2617 W = 8.93 (k ) Force V = 2.34 (k ) Force Em = 4.67 (k ) Force E = 3.04 (k ) Endwall Bracing 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 23 of 160 JOB# 186565 Left EW R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.2617 W = 5.01 (k ) Force V = 1.31 (k ) Force Em = 2.62 (k ) Force E = 1.70 (k ) Right EW R = 3.25, Rho= 1.30, Omega= 2.00 Cs = 0.2617 W = 5.01 (k ) Force V = 1.31 (k ) Force Em = 2.62 (k ) Force E = 1.70 (k ) Rigid Frames R = 3.50, Rho= 1.30 Cs = 0.2430 Frame 1 W = 10.00 (k ) Force V = 2.43 (k ) Force E = 3.16 (k ) End Plates Frame R = 3.50, Rho= 1.00, Omega= 3.00 Total Base Shear Longitudinal Force V = 4.68 (k ) Transverse Force V = 5.05 (k ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 24 of 160 JOB# 186565 ROOF DESIGN REPORT ================================================================================ 186565FS Design Code 12/ 1/23 1:53pm ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 21 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 25 of 160 JOB# 186565 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 186565FS Purlin Layout(Surface 2) 12/ 1/23 1:53pm ================================================================================ SURFACE LAYOUT: ---------------- Surface No. Peak Id Length Row Space ------- ------- --- ----- 2 21.082 4 1.333 PURLIN LOCATION: ---------------- Purlin Surf Load Dead Show ------Max_Load------ Id Offset Space Width Load Report Id UC Report Notes ------ ------ ----- ----- ----- ------ --- ---- --------- ------ 1 4.874 4.874 4.916 0.87 3 0.94 Mom,Shr 2 9.832 4.958 4.958 0.86 Y 3 0.95 Mom,Shr 3 14.790 4.958 4.958 0.86 3 0.95 Mom,Shr 4 19.749 4.958 3.812 1.12 3 0.73 Mom,Shr 21.082 1.333 ----- Average= 0.92 LAYOUT: ------- Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Strap Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ LExt 8X35Z14 0.33 0 1.3 5.1 1 8X35Z14 24.67 3.15 0 105.4 421.6 2 8X35Z14 24.33 3.15 0 104.1 416.6 RExt 8X35Z14 0.67 0 2.5 10.1 ------ ------ Total(lb)= 213.3 853.4 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 26 of 160 JOB# 186565 LOAD COMBINATIONS: ------------------ 3 - Dead+Collateral+0.75Live+0.45Wind_Pressure1 ================================================================================ 186565FS Purlin(Surface 2, Id 2) 12/ 1/23 1:53pm ================================================================================ ------------------------------ ROOF PURLIN Surface Id = 2 Purlin Id = 2 Offset = 9.83 ------------------------------ LAYOUT (Purlin Id= 2): ----------------------- Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor ----Max_Load---- Id Part (ft) Left Right Width Strap Out In Id UC Report ---- -------- ------ ----- ----- ----- ----- ---- ---- --- ---- ------- LExt 8X35Z14 0.33 4.96 0 0.00 0.70 3 0.01 Mom,Shr 1 8X35Z14 24.67 3.15 4.96 0 0.00 0.70 3 0.94 Mom,Shr 2 8X35Z14 24.33 3.15 4.96 0 0.00 0.70 3 0.95 Mom,Shr RExt 8X35Z14 0.67 4.96 0 0.00 0.70 3 0.02 Mom,Shr LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 1.00 -1.43 -1.79 0.01 -4.39 8.83 4.69 9.75 2 1.77 1.42 -0.97 9.75 4.74 -4.17 15.71 0.03 RExt 0.08 0.00 0.03 0.01 0.33 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 27 of 160 JOB# 186565 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.26 0.01 RSup 0.01 6.37 0.00 LSup 0.00 0.05 1 RLap -1.43 4.26 0.34 RLap 4.69 5.59 0.84 RLap 0.81 -0.94 2 LLap 1.42 4.26 0.33 LLap 4.74 5.58 0.85 LLap 0.81 -0.84 RExt LSup 0.08 4.26 0.02 LSup 0.03 6.37 0.00 LSup 0.00 0.10 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.81 2.65 2.24 0.36 2 0.81 2.65 2.24 0.36 LOAD ID 2 - Dead+Collateral: ------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.17 0.00 1 0.21 -0.30 -0.37 0.00 -0.92 8.83 0.98 2.03 2 0.37 0.30 -0.20 2.03 0.99 -0.87 15.71 0.01 RExt 0.02 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 4.26 0.00 RSup 0.00 6.37 0.00 LSup 0.00 0.01 1 RLap -0.30 4.26 0.07 RLap 0.98 5.59 0.18 RLap 0.17 -0.20 2 LLap 0.30 4.26 0.07 LLap 0.99 5.58 0.18 LLap 0.17 -0.18 RExt LSup 0.02 4.26 0.00 LSup 0.01 6.37 0.00 LSup 0.00 0.02 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 28 of 160 JOB# 186565 Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.17 2.65 2.24 0.08 2 0.17 2.65 2.24 0.08 LOAD ID 3 - Dead+Collateral+0.75Live+0.45Wind_Pressure1: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 1.11 -1.60 -2.00 0.01 -4.91 8.83 5.25 10.91 2 1.98 1.59 -1.09 10.91 5.30 -4.66 15.71 0.03 RExt 0.08 0.00 0.03 0.01 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.26 0.01 RSup 0.01 6.37 0.00 LSup 0.00 0.06 1 RLap -1.60 4.26 0.38 RLap 5.25 5.59 0.94 RLap 0.91 -1.06 2 LLap 1.59 4.26 0.37 LLap 5.30 5.58 0.95 LLap 0.91 -0.94 RExt LSup 0.08 4.26 0.02 LSup 0.03 6.37 0.00 LSup 0.00 0.11 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.91 2.65 2.24 0.41 2 0.91 2.65 2.24 0.41 LOAD ID 4 - Dead+Collateral+0.45Wind_Pressure1: ------------------------------------------------- 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 29 of 160 JOB# 186565 REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 1 0.52 -0.75 -0.94 0.00 -2.31 8.83 2.46 5.12 2 0.93 0.74 -0.51 5.12 2.49 -2.19 15.71 0.01 RExt 0.04 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.26 0.00 RSup 0.00 6.37 0.00 LSup 0.00 0.03 1 RLap -0.75 4.26 0.18 RLap 2.46 5.59 0.44 RLap 0.43 -0.50 2 LLap 0.74 4.26 0.17 LLap 2.49 5.58 0.45 LLap 0.43 -0.44 RExt LSup 0.04 4.26 0.01 LSup 0.01 6.37 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.43 2.65 2.24 0.19 2 0.43 2.65 2.24 0.19 LOAD ID 5 - 0.6Dead+0.6Wind_Suction1: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.03 0.00 0.00 0.17 -0.01 1 -0.53 0.55 0.68 -0.01 1.79 8.57 -1.85 -3.80 2 -0.68 -0.54 0.51 -3.80 -1.88 1.66 15.95 -0.02 RExt -0.06 0.00 -0.02 -0.01 0.33 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 30 of 160 JOB# 186565 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.03 4.26 0.01 RSup -0.01 6.37 0.00 LSup 0.00 -0.02 1 RLap 0.55 4.26 0.13 MidS 1.79 4.46 0.40 RLap 0.32 0.38 2 LLap -0.54 4.26 0.13 MidS 1.66 4.46 0.37 LLap 0.32 0.33 RExt LSup -0.06 4.26 0.01 LSup -0.02 6.37 0.00 LSup 0.00 -0.04 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.32 2.65 2.24 0.14 2 0.32 2.65 2.24 0.14 DEFLECTION: ----------- LOAD ID 6 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 12.33 -0.94 1.97 0.48 2 12.17 -0.84 1.95 0.43 RExt 0.67 0.10 LOAD ID 7 - Dead+Collateral: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.01 1 12.33 -0.20 1.97 0.10 2 12.17 -0.18 1.95 0.09 RExt 0.67 0.02 LOAD ID 8 - Dead+Collateral+0.75Live+0.37Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.06 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 31 of 160 JOB# 186565 1 12.33 -1.00 1.64 0.61 2 12.17 -0.89 1.62 0.55 RExt 0.67 0.11 LOAD ID 9 - Dead+Collateral+0.37Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 12.33 -0.44 1.64 0.27 2 12.17 -0.39 1.62 0.24 RExt 0.67 0.05 LOAD ID 10 - 0.6Dead+0.49Wind_Suction1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.02 1 12.33 0.30 1.64 0.18 W 2 12.17 0.26 1.62 0.16 W RExt 0.67 -0.03 ================================================================================ 186565FS Purlin Layout(Surface 3) 12/ 1/23 1:53pm ================================================================================ SURFACE LAYOUT: ---------------- Surface No. Peak Id Length Row Space ------- ------- --- ----- 3 21.082 4 1.333 PURLIN LOCATION: ---------------- Purlin Surf Load Dead Show ------Max_Load------ Id Offset Space Width Load Report Id UC Report Notes ------ ------ ----- ----- ----- ------ --- ---- --------- ------ 1 1.333 1.333 3.812 1.12 3 0.73 Mom,Shr 2 6.292 4.958 4.958 0.86 3 0.95 Mom,Shr 3 11.250 4.958 4.958 0.86 Y 3 0.95 Mom,Shr 4 16.208 4.958 4.916 0.87 3 0.94 Mom,Shr 21.082 4.874 ----- Average= 0.92 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 32 of 160 JOB# 186565 LAYOUT: ------- Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Strap Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ LExt 8X35Z14 0.33 0 1.3 5.1 1 8X35Z14 24.67 3.15 0 105.4 421.6 2 8X35Z14 24.33 3.15 0 104.1 416.6 RExt 8X35Z14 0.67 0 2.5 10.1 ------ ------ Total(lb)= 213.3 853.4 LOAD COMBINATIONS: ------------------ 3 - Dead+Collateral+0.75Live+0.45Wind_Pressure1 ================================================================================ 186565FS Purlin(Surface 3, Id 3) 12/ 1/23 1:53pm ================================================================================ ------------------------------ ROOF PURLIN Surface Id = 3 Purlin Id = 3 Offset = 11.25 ------------------------------ LAYOUT (Purlin Id= 3): ----------------------- Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor ----Max_Load---- Id Part (ft) Left Right Width Strap Out In Id UC Report ---- -------- ------ ----- ----- ----- ----- ---- ---- --- ---- ------- LExt 8X35Z14 0.33 4.96 0 0.00 0.70 3 0.01 Mom,Shr 1 8X35Z14 24.67 3.15 4.96 0 0.00 0.70 3 0.94 Mom,Shr 2 8X35Z14 24.33 3.15 4.96 0 0.00 0.70 3 0.95 Mom,Shr RExt 8X35Z14 0.67 4.96 0 0.00 0.70 3 0.02 Mom,Shr LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 33 of 160 JOB# 186565 REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 1.00 -1.43 -1.79 0.01 -4.39 8.83 4.69 9.75 2 1.77 1.42 -0.97 9.75 4.74 -4.17 15.71 0.03 RExt 0.08 0.00 0.03 0.01 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.26 0.01 RSup 0.01 6.37 0.00 LSup 0.00 0.05 1 RLap -1.43 4.26 0.34 RLap 4.69 5.59 0.84 RLap 0.81 -0.94 2 LLap 1.42 4.26 0.33 LLap 4.74 5.58 0.85 LLap 0.81 -0.84 RExt LSup 0.08 4.26 0.02 LSup 0.03 6.37 0.00 LSup 0.00 0.10 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.81 2.65 2.24 0.36 2 0.81 2.65 2.24 0.36 LOAD ID 2 - Dead+Collateral: ------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.17 0.00 1 0.21 -0.30 -0.37 0.00 -0.92 8.83 0.98 2.03 2 0.37 0.30 -0.20 2.03 0.99 -0.87 15.71 0.01 RExt 0.02 0.00 0.01 0.00 0.33 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 34 of 160 JOB# 186565 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 4.26 0.00 RSup 0.00 6.37 0.00 LSup 0.00 0.01 1 RLap -0.30 4.26 0.07 RLap 0.98 5.59 0.18 RLap 0.17 -0.20 2 LLap 0.30 4.26 0.07 LLap 0.99 5.58 0.18 LLap 0.17 -0.18 RExt LSup 0.02 4.26 0.00 LSup 0.01 6.37 0.00 LSup 0.00 0.02 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.17 2.65 2.24 0.08 2 0.17 2.65 2.24 0.08 LOAD ID 3 - Dead+Collateral+0.75Live+0.45Wind_Pressure1: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 1.11 -1.60 -2.00 0.01 -4.91 8.83 5.25 10.91 2 1.98 1.59 -1.09 10.91 5.30 -4.66 15.71 0.03 RExt 0.08 0.00 0.03 0.01 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.26 0.01 RSup 0.01 6.37 0.00 LSup 0.00 0.06 1 RLap -1.60 4.26 0.38 RLap 5.25 5.59 0.94 RLap 0.91 -1.06 2 LLap 1.59 4.26 0.37 LLap 5.30 5.58 0.95 LLap 0.91 -0.94 RExt LSup 0.08 4.26 0.02 LSup 0.03 6.37 0.00 LSup 0.00 0.11 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 35 of 160 JOB# 186565 Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.91 2.65 2.24 0.41 2 0.91 2.65 2.24 0.41 LOAD ID 4 - Dead+Collateral+0.45Wind_Pressure1: ------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 1 0.52 -0.75 -0.94 0.00 -2.31 8.83 2.46 5.12 2 0.93 0.74 -0.51 5.12 2.49 -2.19 15.71 0.01 RExt 0.04 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.26 0.00 RSup 0.00 6.37 0.00 LSup 0.00 0.03 1 RLap -0.75 4.26 0.18 RLap 2.46 5.59 0.44 RLap 0.43 -0.50 2 LLap 0.74 4.26 0.17 LLap 2.49 5.58 0.45 LLap 0.43 -0.44 RExt LSup 0.04 4.26 0.01 LSup 0.01 6.37 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.43 2.65 2.24 0.19 2 0.43 2.65 2.24 0.19 LOAD ID 5 - 0.6Dead+0.6Wind_Suction1: --------------------------------------- 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 36 of 160 JOB# 186565 REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.03 0.00 0.00 0.17 -0.01 1 -0.53 0.55 0.68 -0.01 1.79 8.57 -1.85 -3.80 2 -0.68 -0.54 0.51 -3.80 -1.88 1.66 15.95 -0.02 RExt -0.06 0.00 -0.02 -0.01 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.03 4.26 0.01 RSup -0.01 6.37 0.00 LSup 0.00 -0.02 1 RLap 0.55 4.26 0.13 MidS 1.79 4.46 0.40 RLap 0.32 0.38 2 LLap -0.54 4.26 0.13 MidS 1.66 4.46 0.37 LLap 0.32 0.33 RExt LSup -0.06 4.26 0.01 LSup -0.02 6.37 0.00 LSup 0.00 -0.04 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.32 2.65 2.24 0.14 2 0.32 2.65 2.24 0.14 DEFLECTION: ----------- LOAD ID 6 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 12.33 -0.94 1.97 0.48 2 12.17 -0.84 1.95 0.43 RExt 0.67 0.10 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 37 of 160 JOB# 186565 LOAD ID 7 - Dead+Collateral: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.01 1 12.33 -0.20 1.97 0.10 2 12.17 -0.18 1.95 0.09 RExt 0.67 0.02 LOAD ID 8 - Dead+Collateral+0.75Live+0.37Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.06 1 12.33 -1.00 1.64 0.61 2 12.17 -0.89 1.62 0.55 RExt 0.67 0.11 LOAD ID 9 - Dead+Collateral+0.37Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 12.33 -0.44 1.64 0.27 2 12.17 -0.39 1.62 0.24 RExt 0.67 0.05 LOAD ID 10 - 0.6Dead+0.49Wind_Suction1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.02 1 12.33 0.30 1.64 0.18 W 2 12.17 0.26 1.62 0.16 W RExt 0.67 -0.03 ================================================================================ 186565FS In-Plane Roof Force 12/ 1/23 1:53pm ================================================================================ Win (k )= Design load in the plane of the purlin web Wout(k )= Design load in the plane of the purlin flange Pl (k )= Force in plane of roof per anti-roll clip 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 38 of 160 JOB# 186565 PURLIN ANTI-ROLL FORCES: Surf Line Load --Roof_Load-- Id Id Id Win Wout Pl ---- ---- ---- ------ ------ ------ 2 1 1 6.23 2.08 -0.96 2 2 1 11.75 3.92 -2.03 2 3 1 6.15 2.05 -0.22 3 1 1 6.23 -2.08 -0.96 3 2 1 11.75 -3.92 -2.03 3 3 1 6.15 -2.05 -0.22 STANDARD CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit ---- ---- --- ------------- ------ ----- ----- ----- ---- ----- ----- ----- 2 L_EW 4 Weld clip @08A 0.188 -0.23 0.25 0.93 0.79 0.29 0.21 2 RF 4 Weld clip @08A 0.188 -0.25 0.25 1.02 0.92 0.28 0.21 2 R_EW 4 Weld clip @08C 0.188 -0.23 0.25 0.91 0.79 0.29 0.21 3 L_EW 4 Weld clip @08A 0.188 -0.23 0.25 0.93 0.79 0.29 0.21 3 RF 4 Weld clip @08A 0.188 -0.25 0.25 1.02 0.92 0.28 0.21 3 R_EW 4 Weld clip @08C 0.188 -0.23 0.25 0.91 0.79 0.29 0.21 REQUIRED ANTI-ROLL CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit ---- ---- --- ------------- ------ ----- ----- ----- ---- ----- ----- ----- 2 L_EW 1 Gusset clip @08B 0.188 -0.96 5.86 0.16 7.84 0.13 0.21 2 RF 1 Gusset clip @08B 0.188 -2.03 5.86 0.35 15.51 0.13 0.21 * 2 R_EW 4 Gusset clip @08D 0.188 -0.22 0.25 0.90 0.63 0.36 0.21 3 L_EW 1 Gusset clip @08B 0.188 -0.96 5.86 0.16 7.84 0.13 0.21 3 RF 1 Gusset clip @08B 0.188 -2.03 5.86 0.35 15.51 0.13 0.21 * 3 R_EW 4 Gusset clip @08D 0.188 -0.22 0.25 0.90 0.63 0.36 0.21 *WRN(GRA-206) Deflection > Limit PURLIN ANTI-ROLL LOCATION: Surf Line No. Id Id Purlin Purlin Location ---- ---- ------ ------------------------- 2 L_EW 1 3 2 RF 1 3 2 R_EW 4 1 2 3 4 3 L_EW 1 2 3 RF 1 2 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 39 of 160 JOB# 186565 3 R_EW 4 1 2 3 4 PANEL SHEAR/DIAPHRAGM: Surf Line Panel_Shear -Deflection- Id Id Calc Limit Calc Limit ---- ---- ----- ----- ----- ----- 2 L_EW 45.5 130.0 0.01 0.83 2 RF 48.2 130.0 0.01 0.83 2 R_EW 42.6 130.0 0.01 0.83 3 L_EW 45.5 130.0 0.01 0.83 3 RF 48.2 130.0 0.01 0.83 3 R_EW 42.6 130.0 0.01 0.83 PANEL DIAPHRAGM SHEAR & DEFLECTION: Surf Bay Load Shear(lb/ft) Deflect(in) Id Id (k ) Calc Limit Calc Limit ---- --- ----- ----- ----- ----- ----- 2 1 0.72 17.1 130.0 0.01 0.83 2 2 0.71 16.9 130.0 0.01 0.83 3 1 0.72 17.1 130.0 0.01 0.83 3 2 0.71 16.9 130.0 0.01 0.83 ================================================================================ 186565FS Roof Panel Design 12/ 1/23 1:53pm ================================================================================ PANEL LAYOUT: ------------- Surf Surface No. Max ---Stiffness--- Id Part Type Gage Yield Length Purlin Space Rotation Shear ---- -------- ---- ----- ----- ------- ------ ----- -------- ------ 2 26 PBR PBR 26.00 60.0 21.08 4 4.958 0.00 8.94 3 26 PBR PBR 26.00 60.0 21.08 4 4.958 0.00 8.94 PANEL STRENGTH: --------------- --------Support-------- ---------Midspan-------- Surf Load Moment(ft-lb/ft) Moment(ft-lb/ft) Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 2 Left 1 4.9 50.9 137.1 0.37 1.9 -36.4 116.4 0.31 2 4.9 4.9 137.1 0.04 1.9 -3.5 116.4 0.03 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 40 of 160 JOB# 186565 3 4.9 23.3 137.1 0.17 1.9 -16.6 116.4 0.14 4 4.9 -88.0 116.4 0.76 1.9 62.6 137.1 0.46 2 Center 1 4.9 50.9 137.1 0.37 1.9 -36.4 116.4 0.31 2 4.9 4.9 137.1 0.04 1.9 -3.5 116.4 0.03 3 4.9 23.3 137.1 0.17 1.9 -16.6 116.4 0.14 4 14.8 -61.8 116.4 0.53 17.6 46.8 137.1 0.34 2 Right 1 4.9 50.9 137.1 0.37 1.9 -36.4 116.4 0.31 2 4.9 4.9 137.1 0.04 1.9 -3.5 116.4 0.03 3 4.9 23.3 137.1 0.17 1.9 -16.6 116.4 0.14 4 4.9 -88.0 116.4 0.76 1.9 62.6 137.1 0.46 ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 3 Left 1 16.2 50.9 137.1 0.37 19.2 -36.4 116.4 0.31 2 16.2 4.9 137.1 0.04 19.2 -3.5 116.4 0.03 3 16.2 23.3 137.1 0.17 19.2 -16.6 116.4 0.14 4 16.2 -88.0 116.4 0.76 19.2 62.6 137.1 0.46 3 Center 1 16.2 50.9 137.1 0.37 19.2 -36.4 116.4 0.31 2 16.2 4.9 137.1 0.04 19.2 -3.5 116.4 0.03 3 16.2 23.3 137.1 0.17 19.2 -16.6 116.4 0.14 4 6.3 -61.8 116.4 0.53 3.5 46.8 137.1 0.34 3 Right 1 16.2 50.9 137.1 0.37 19.2 -36.4 116.4 0.31 2 16.2 4.9 137.1 0.04 19.2 -3.5 116.4 0.03 3 16.2 23.3 137.1 0.17 19.2 -16.6 116.4 0.14 4 16.2 -88.0 116.4 0.76 19.2 62.6 137.1 0.46 PANEL DEFLECTION: ----------------- Surf Load -----Deflection(in)----- Id Area Id Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- 2 Left 5 2.4 -0.14 0.32 0.43 6 2.4 -0.01 0.32 0.04 7 2.4 -0.06 0.49 0.13 8 2.4 0.20 0.49 0.41 2 Center 5 2.4 -0.14 0.32 0.43 6 2.4 -0.01 0.32 0.04 7 2.4 -0.06 0.49 0.13 8 2.4 0.16 0.49 0.33 2 Right 5 2.4 -0.14 0.32 0.43 6 2.4 -0.01 0.32 0.04 7 2.4 -0.06 0.49 0.13 8 2.4 0.20 0.49 0.41 ---- -------- ---- ------ ----- ----- ----- 3 Left 5 18.6 -0.14 0.32 0.43 6 18.6 -0.01 0.32 0.04 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 41 of 160 JOB# 186565 7 18.6 -0.06 0.49 0.13 8 18.6 0.20 0.49 0.41 3 Center 5 18.6 -0.14 0.32 0.43 6 18.6 -0.01 0.32 0.04 7 18.6 -0.06 0.49 0.13 8 18.6 0.16 0.49 0.33 3 Right 5 18.6 -0.14 0.32 0.43 6 18.6 -0.01 0.32 0.04 7 18.6 -0.06 0.49 0.13 8 18.6 0.20 0.49 0.41 LOAD COMBINATION: ----------------- Load Id Description ---- ----------- 1 Dead+Live 2 Dead 3 Dead+0.45Wind_Pressure1 4 0.6Dead+0.6Wind_Suction1 5 Dead+Live 6 Dead 7 Dead+0.45Wind_Pressure1 8 0.6Dead+0.6Wind_Suction1 ================================================================================ 186565FS Attachment Loads 12/ 1/23 1:53pm ================================================================================ ROOF LOADS: ----------- EW Attach -------------Wind------------- ----------Seismic(a)---------- Id Locate Wall1 Wall2 Roof React Wall1 Wall2 Roof React -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 1 0.00 1.74 0.42 0.00 3.73 0.066 0.066 1.18 2.34 1 20.00 2.64 0.50 0.00 0.00 0.112 0.112 1.83 0.00 1 40.00 1.74 0.42 0.00 3.73 0.066 0.066 1.18 2.34 -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 3 0.00 1.74 0.42 0.00 3.73 0.066 0.066 1.18 2.34 3 20.00 2.64 0.50 0.00 0.00 0.112 0.112 1.83 0.00 3 40.00 1.74 0.42 0.00 3.73 0.066 0.066 1.18 2.34 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 42 of 160 JOB# 186565 ROOF SHEAR: ----------- EW Attach_Locate Id Start End Wind Seismic(a) -- ------ ------ ------- ---------- 1 0.00 20.00 1.57 1.03 1 20.00 40.00 -1.57 -1.03 -- ------ ------ ------- ---------- 3 0.00 20.00 1.57 1.03 3 20.00 40.00 -1.57 -1.03 (a)Seismic results based on base shear values LOAD COMBINATIONS: ------------------ Max Wind Coeff = 0.600 Max Seismic Coeff = 0.700 SEISMIC LOAD: ------------- Seismic Coeff= 0.340 Roof Dead= 7.000 Roof Total= 7.000 Left EW Dead= 2.000 Front SW Dead= 2.000 Right EW Dead= 2.000 Back SW Dead= 2.000 ================================================================================ 186565FS Roof Diagonal Bracing 12/ 1/23 1:53pm ================================================================================ PANEL SHEAR: ------------ Wind Seismic Length Calc Calc Limit ------ ------ ------- ------ 50.00 18.9 21.6 0.0 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 43 of 160 JOB# 186565 DIAGONAL BRACING: ----------------- Brace_Tension(k ) Bay Brace_Locate ------Diag_Brace----- ----Wind---- ---Seismic-- Max Id Start End Type Size Part Calc Limit Calc Limit UC KL/R --- ------- ------- ---- ------ -------- ----- ----- ----- ----- ---- ---- 1 0.00 20.00 R 0.500 RD0500 1.23 4.25 1.22 4.25 0.29 20.00 40.00 R 0.500 RD0500 1.23 4.25 1.22 4.25 0.29 ================================================================================ 186565FS Sidewall Diagonal Bracing 12/ 1/23 1:53pm ================================================================================ PANEL SHEAR: ------------ Wall Base Wind Seismic Id Length Calc Calc Limit ---- ------ ----- ------- ----- 2 50.0 44.8 49.1 100.0 4 50.0 44.8 49.1 100.0 DIAGONAL BRACING: ----------------- Brace_Tension(k ) Wall Bay Brace_Locate ------Diag_Brace---- ----Wind--- --Seismic-- Max Id Id Bot Top Type Size Part Calc Limit Calc Limit UC KL/R ---- ----- ----- ----- ---- ------ -------- ----- ----- ----- ----- ---- ---- 2 1 0.0 20.0 R 0.500 RD0500 2.78 4.25 4.06 4.25 0.95 4 2 0.0 20.0 R 0.500 RD0500 2.78 4.25 4.06 4.25 0.95 BOTTOM DIAGONAL BRACE REACTIONS: -------------------------------- Wall Bay Col --Wind_Max(k )-- Seismic_Max(k ) Id Id Id Horz Vert(+/-) Horz Vert(+/-) ---- --- --- ----- --------- ----- --------- 2 1 1 -2.24 1.64 -2.13 1.56 2 1 2 2.24 1.64 2.13 1.56 4 2 2 -2.24 1.64 -2.13 1.56 4 2 3 2.24 1.64 2.13 1.56 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 44 of 160 JOB# 186565 LOAD COMBINATIONS: ------------------ 1(Wind ) - Dead+Collateral+0.6Wind_Long1 5(Seismic) - 1.12Dead+1.12Collateral+0.7Seismic_Long ================================================================================ 186565FS Bracing Deflection 12/ 1/23 1:53pm ================================================================================ ROOF ATTACHMENT DEFLECTION: --------------------------- Span/Deflect Wall Attach Deflection(in) ----Wind--- --Seismic-- Id Locate Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 1 0.0 0.12 0.21 2008 60 1122 65 1 20.0 0.17 0.28 1853 60 1149 65 1 40.0 0.12 0.21 2008 60 1122 65 WALL DEFLECTION AT EAVE: ------------------------ Span/Deflect Wall Wall Deflection(in) ----Wind--- --Seismic-- Id Height Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 2 20.0 0.12 0.21 2008 60 1122 65 4 20.0 0.12 0.21 2008 60 1122 65 ================================================================================ 186565FS Purlin Strut, Longitudinal Load 12/ 1/23 1:53pm ================================================================================ Surf Brace Purl Bay Purlin Load -Axial(k )- Moment(f-k ) -Axl+Mom- Max Max Unbrace Id Locate Id Id Part Id Calc Limit Calc Limit Loc UC UC KL/R Minor ---- ------ ---- --- -------- ---- ----- ----- ----- ----- ---- ---- ---- ---- ------- 2 20.0 4 1 8X35Z14 1 0.79 12.50 0.72 4.46 MidS 0.23 0.23 92 0.2 2 0.79 12.50 0.72 4.46 MidS 0.23 0.23 92 0.2 3 0.79 12.50 1.26 4.46 MidS 0.35 0.35 92 0.2 4 0.79 12.50 1.26 4.46 MidS 0.35 0.35 92 0.2 5 0.88 12.50 0.84 5.59 RLap 0.22 0.22 92 0.2 6 0.66 12.50 2.96 5.59 RLap 0.58 0.58 92 0.2 7 0.66 12.50 0.82 5.59 RLap 0.20 0.20 92 0.2 8 0.88 12.50 0.14 5.59 RLap 0.10 0.10 92 0.2 2 20.0 4 2 8X35Z14 1 -0.15 36.72 0.68 4.46 MidS 0.15 0.15 91 0.2 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 45 of 160 JOB# 186565 2 0.79 12.61 0.68 4.46 MidS 0.22 0.22 91 0.2 3 -0.15 36.72 1.19 4.46 MidS 0.26 0.27 91 0.2 4 0.79 12.61 1.19 4.46 MidS 0.33 0.33 91 0.2 5 0.47 12.61 0.85 5.58 LLap 0.19 0.19 91 0.2 6 0.35 12.61 2.99 5.58 LLap 0.56 0.56 91 0.2 7 0.35 12.61 0.83 5.58 LLap 0.18 0.18 91 0.2 8 0.47 12.61 0.15 5.58 LLap 0.06 0.06 91 0.2 Surf Brace Purl Bay Purlin Load -Axial(k )- Moment(f-k ) -Axl+Mom- Max Max Unbrace Id Locate Id Id Part Id Calc Limit Calc Limit Loc UC UC KL/R Minor ---- ------ ---- --- -------- ---- ----- ----- ----- ----- ---- ---- ---- ---- ------- 3 20.0 1 1 8X35Z14 1 0.79 12.50 0.72 4.46 MidS 0.23 0.23 92 0.2 2 0.79 12.50 0.72 4.46 MidS 0.23 0.23 92 0.2 3 0.79 12.50 1.26 4.46 MidS 0.35 0.35 92 0.2 4 0.79 12.50 1.26 4.46 MidS 0.35 0.35 92 0.2 5 0.88 12.50 0.84 5.59 RLap 0.22 0.22 92 0.2 6 0.66 12.50 2.96 5.59 RLap 0.58 0.58 92 0.2 7 0.66 12.50 0.82 5.59 RLap 0.20 0.20 92 0.2 8 0.88 12.50 0.14 5.59 RLap 0.10 0.10 92 0.2 3 20.0 1 2 8X35Z14 1 -0.15 36.72 0.68 4.46 MidS 0.15 0.15 91 0.2 2 0.79 12.61 0.68 4.46 MidS 0.22 0.22 91 0.2 3 -0.15 36.72 1.19 4.46 MidS 0.26 0.27 91 0.2 4 0.79 12.61 1.19 4.46 MidS 0.33 0.33 91 0.2 5 0.47 12.61 0.85 5.58 LLap 0.19 0.19 91 0.2 6 0.35 12.61 2.99 5.58 LLap 0.56 0.56 91 0.2 7 0.35 12.61 0.83 5.58 LLap 0.18 0.18 91 0.2 8 0.47 12.61 0.15 5.58 LLap 0.06 0.06 91 0.2 ================================================================================ 186565FS Eave Strut, Longitudinal Load(Wall 2) 12/ 1/23 1:53pm ================================================================================ Wall Bay Eave Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Max Unbrace_Len Id Id Part Id Calc Limit UC Calc Limit UC UC KL/r Major Minor ---- --- ----------- ---- ----- ----- ---- ----- ----- ---- ------- ---- ----- ----- 2 1 L850E14 1 1.99 12.97 0.15 0.89 4.40 0.20 0.36 87 24.5 0.2 2 1.99 12.97 0.15 0.89 4.40 0.20 0.36 87 24.5 0.2 3 1.99 12.97 0.15 1.55 4.40 0.35 0.51 87 24.5 0.2 4 1.99 12.97 0.15 1.55 4.40 0.35 0.51 87 24.5 0.2 5 3.18 12.97 0.25 -0.97 6.16 0.16 0.40 87 24.5 0.2 6 2.36 12.97 0.18 -3.41 6.16 0.55 0.74 87 24.5 0.2 7 2.36 12.97 0.18 -0.94 6.16 0.15 0.34 87 24.5 0.2 8 3.18 12.97 0.25 -0.17 6.16 0.03 0.27 87 24.5 0.2 2 2 L850E14 1 -0.25 41.37 0.01 0.86 4.40 0.20 0.19 86 24.2 0.2 2 1.05 13.11 0.08 0.86 4.40 0.20 0.28 86 24.2 0.2 3 -0.25 41.37 0.01 1.50 4.40 0.34 0.34 86 24.2 0.2 4 1.05 13.11 0.08 1.50 4.40 0.34 0.42 86 24.2 0.2 5 0.92 13.11 0.07 -0.94 6.16 0.15 0.22 86 24.2 0.2 6 0.68 13.11 0.05 -3.32 6.16 0.54 0.59 86 24.2 0.2 7 0.68 13.11 0.05 -0.92 6.16 0.15 0.20 86 24.2 0.2 8 0.92 13.11 0.07 -0.16 6.16 0.03 0.10 86 24.2 0.2 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 46 of 160 JOB# 186565 ================================================================================ 186565FS Eave(Wall 2) 12/ 1/23 1:53pm ================================================================================ ------------------------------ EAVE STRUT Wall Id = 2 ------------------------------ LAYOUT: ------- Available Design Reduction Bay Length --Lap(ft)-- Load No. No. Unit Total Factor Id Part (ft) Left Right Width Strap Row Weight Weight Out In ---- -------- ------ ---- ----- ----- ----- --- ------ ------ ---- ---- LExt L850E14 0.33 2.44 0 1 1.4 1.4 0.00 0.65 1 L850E14 24.50 2.44 0 1 104.6 104.6 0.00 0.65 2 L850E14 24.17 2.44 0 1 103.2 103.2 0.00 0.65 RExt L850E14 0.67 2.44 0 1 2.8 2.8 0.00 0.65 ------ Total(lb)= 212.1 Purlin DL= 1.75 (psf ) LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 1 0.68 -0.68 0.00 -4.16 12.25 0.00 2 0.67 -0.67 0.00 -4.04 12.07 0.01 RExt 0.04 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 3.82 0.00 RSup 0.00 6.16 0.00 LSup 0.00 0.05 1 LSup 0.68 3.82 0.18 MidS -4.16 6.16 0.67 LSup 0.00 -1.09 2 RSup -0.67 3.82 0.18 MidS -4.04 6.16 0.66 LSup 0.00 -1.04 RExt LSup 0.04 3.82 0.01 LSup 0.01 6.16 0.00 LSup 0.00 0.09 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 47 of 160 JOB# 186565 LOAD ID 2 - Dead+Collateral: ------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.17 0.00 1 0.14 -0.14 0.00 -0.87 12.25 0.00 2 0.14 -0.14 0.00 -0.84 12.07 0.00 RExt 0.01 0.00 0.00 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.00 3.82 0.00 RSup 0.00 6.16 0.00 LSup 0.00 0.01 1 LSup 0.14 3.82 0.04 MidS -0.87 6.16 0.14 LSup 0.00 -0.23 2 RSup -0.14 3.82 0.04 MidS -0.84 6.16 0.14 LSup 0.00 -0.22 RExt LSup 0.01 3.82 0.00 LSup 0.00 6.16 0.00 LSup 0.00 0.02 LOAD ID 3 - Dead+Collateral+0.75Live+0.45Wind_Pressure1: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 1 0.76 -0.76 0.00 -4.65 12.25 0.00 2 0.75 -0.75 0.00 -4.52 12.07 0.01 RExt 0.04 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 3.82 0.01 RSup 0.00 6.16 0.00 LSup 0.00 0.05 1 LSup 0.76 3.82 0.20 MidS -4.65 6.16 0.75 LSup 0.00 -1.22 2 RSup -0.75 3.82 0.20 MidS -4.52 6.16 0.73 LSup 0.00 -1.16 RExt LSup 0.04 3.82 0.01 LSup 0.01 6.16 0.00 LSup 0.00 0.10 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 48 of 160 JOB# 186565 LOAD ID 4 - Dead+Collateral+0.45Wind_Pressure1: ------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.17 0.00 1 0.36 -0.36 0.00 -2.18 12.25 0.00 2 0.35 -0.35 0.00 -2.12 12.07 0.01 RExt 0.02 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 3.82 0.00 RSup 0.00 6.16 0.00 LSup 0.00 0.03 1 LSup 0.36 3.82 0.09 MidS -2.18 6.16 0.35 LSup 0.00 -0.57 2 RSup -0.35 3.82 0.09 MidS -2.12 6.16 0.34 LSup 0.00 -0.54 RExt LSup 0.02 3.82 0.01 LSup 0.01 6.16 0.00 LSup 0.00 0.05 LOAD ID 5 - 0.6Dead+0.6Wind_Suction1: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.01 0.00 0.00 0.17 0.00 1 -0.33 0.26 0.00 1.63 12.38 0.00 2 -0.25 0.32 0.00 1.57 11.95 -0.01 RExt -0.03 0.00 -0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.01 3.82 0.00 RSup 0.00 6.16 0.00 LSup 0.00 -0.02 1 LSup -0.33 3.82 0.09 MidS 1.63 4.40 0.37 LSup 0.00 0.43 2 RSup 0.32 3.82 0.08 MidS 1.57 4.40 0.36 LSup 0.00 0.40 RExt LSup -0.03 3.82 0.01 LSup -0.01 6.16 0.00 LSup 0.00 -0.04 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 49 of 160 JOB# 186565 DEFLECTION: ----------- LOAD ID 6 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 12.25 -1.09 1.96 0.56 2 12.08 -1.04 1.93 0.54 RExt 0.67 0.09 LOAD ID 7 - Dead+Collateral: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.01 1 12.25 -0.23 1.96 0.12 2 12.08 -0.22 1.93 0.11 RExt 0.67 0.02 LOAD ID 8 - Dead+Collateral+0.75Live+0.37Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 12.25 -1.16 1.63 0.71 2 12.08 -1.10 1.61 0.68 RExt 0.67 0.10 LOAD ID 9 - Dead+Collateral+0.37Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 1 12.25 -0.51 1.63 0.31 2 12.08 -0.48 1.61 0.30 RExt 0.67 0.04 LOAD ID 10 - 0.6Dead+0.49Wind_Suction1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.02 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 50 of 160 JOB# 186565 1 12.25 0.34 1.63 0.21 W 2 12.08 0.32 1.61 0.20 W RExt 0.67 -0.03 ================================================================================ 186565FS Eave Strut, Longitudinal Load(Wall 4) 12/ 1/23 1:53pm ================================================================================ Wall Bay Eave Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Max Unbrace_Len Id Id Part Id Calc Limit UC Calc Limit UC UC KL/r Major Minor ---- --- ----------- ---- ----- ----- ---- ----- ----- ---- ------- ---- ----- ----- 4 2 L850E14 1 1.99 12.97 0.15 0.89 4.40 0.20 0.36 87 24.5 0.2 2 1.99 12.97 0.15 0.89 4.40 0.20 0.36 87 24.5 0.2 3 1.99 12.97 0.15 1.55 4.40 0.35 0.51 87 24.5 0.2 4 1.99 12.97 0.15 1.55 4.40 0.35 0.51 87 24.5 0.2 5 3.18 12.97 0.25 -0.97 6.16 0.16 0.40 87 24.5 0.2 6 2.36 12.97 0.18 -3.41 6.16 0.55 0.74 87 24.5 0.2 7 2.36 12.97 0.18 -0.94 6.16 0.15 0.34 87 24.5 0.2 8 3.18 12.97 0.25 -0.17 6.16 0.03 0.27 87 24.5 0.2 4 1 L850E14 1 -0.25 41.37 0.01 0.86 4.40 0.20 0.19 86 24.2 0.2 2 1.05 13.11 0.08 0.86 4.40 0.20 0.28 86 24.2 0.2 3 -0.25 41.37 0.01 1.50 4.40 0.34 0.34 86 24.2 0.2 4 1.05 13.11 0.08 1.50 4.40 0.34 0.42 86 24.2 0.2 5 0.92 13.11 0.07 -0.94 6.16 0.15 0.22 86 24.2 0.2 6 0.68 13.11 0.05 -3.32 6.16 0.54 0.59 86 24.2 0.2 7 0.68 13.11 0.05 -0.92 6.16 0.15 0.20 86 24.2 0.2 8 0.92 13.11 0.07 -0.16 6.16 0.03 0.10 86 24.2 0.2 ================================================================================ 186565FS Eave(Wall 4) 12/ 1/23 1:53pm ================================================================================ ------------------------------ EAVE STRUT Wall Id = 4 ------------------------------ LAYOUT: ------- Available Design Reduction Bay Length --Lap(ft)-- Load No. No. Unit Total Factor Id Part (ft) Left Right Width Strap Row Weight Weight Out In ---- -------- ------ ---- ----- ----- ----- --- ------ ------ ---- ---- LExt L850E14 0.33 2.44 0 1 1.4 1.4 0.00 0.65 2 L850E14 24.50 2.44 0 1 104.6 104.6 0.00 0.65 1 L850E14 24.17 2.44 0 1 103.2 103.2 0.00 0.65 RExt L850E14 0.67 2.44 0 1 2.8 2.8 0.00 0.65 ------ Total(lb)= 212.1 Purlin DL= 1.75 (psf ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 51 of 160 JOB# 186565 LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 2 0.68 -0.68 0.00 -4.16 12.25 0.00 1 0.67 -0.67 0.00 -4.04 12.07 0.01 RExt 0.04 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 3.82 0.00 RSup 0.00 6.16 0.00 LSup 0.00 0.05 2 LSup 0.68 3.82 0.18 MidS -4.16 6.16 0.67 LSup 0.00 -1.09 1 RSup -0.67 3.82 0.18 MidS -4.04 6.16 0.66 LSup 0.00 -1.04 RExt LSup 0.04 3.82 0.01 LSup 0.01 6.16 0.00 LSup 0.00 0.09 LOAD ID 2 - Dead+Collateral: ------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.00 0.00 0.00 0.17 0.00 2 0.14 -0.14 0.00 -0.87 12.25 0.00 1 0.14 -0.14 0.00 -0.84 12.07 0.00 RExt 0.01 0.00 0.00 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.00 3.82 0.00 RSup 0.00 6.16 0.00 LSup 0.00 0.01 2 LSup 0.14 3.82 0.04 MidS -0.87 6.16 0.14 LSup 0.00 -0.23 1 RSup -0.14 3.82 0.04 MidS -0.84 6.16 0.14 LSup 0.00 -0.22 RExt LSup 0.01 3.82 0.00 LSup 0.00 6.16 0.00 LSup 0.00 0.02 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 52 of 160 JOB# 186565 LOAD ID 3 - Dead+Collateral+0.75Live+0.45Wind_Pressure1: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 2 0.76 -0.76 0.00 -4.65 12.25 0.00 1 0.75 -0.75 0.00 -4.52 12.07 0.01 RExt 0.04 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 3.82 0.01 RSup 0.00 6.16 0.00 LSup 0.00 0.05 2 LSup 0.76 3.82 0.20 MidS -4.65 6.16 0.75 LSup 0.00 -1.22 1 RSup -0.75 3.82 0.20 MidS -4.52 6.16 0.73 LSup 0.00 -1.16 RExt LSup 0.04 3.82 0.01 LSup 0.01 6.16 0.00 LSup 0.00 0.10 LOAD ID 4 - Dead+Collateral+0.45Wind_Pressure1: ------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.01 0.00 0.00 0.17 0.00 2 0.36 -0.36 0.00 -2.18 12.25 0.00 1 0.35 -0.35 0.00 -2.12 12.07 0.01 RExt 0.02 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.01 3.82 0.00 RSup 0.00 6.16 0.00 LSup 0.00 0.03 2 LSup 0.36 3.82 0.09 MidS -2.18 6.16 0.35 LSup 0.00 -0.57 1 RSup -0.35 3.82 0.09 MidS -2.12 6.16 0.34 LSup 0.00 -0.54 RExt LSup 0.02 3.82 0.01 LSup 0.01 6.16 0.00 LSup 0.00 0.05 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 53 of 160 JOB# 186565 LOAD ID 5 - 0.6Dead+0.6Wind_Suction1: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.01 0.00 0.00 0.17 0.00 2 -0.33 0.26 0.00 1.63 12.38 0.00 1 -0.25 0.32 0.00 1.57 11.95 -0.01 RExt -0.03 0.00 -0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.01 3.82 0.00 RSup 0.00 6.16 0.00 LSup 0.00 -0.02 2 LSup -0.33 3.82 0.09 MidS 1.63 4.40 0.37 LSup 0.00 0.43 1 RSup 0.32 3.82 0.08 MidS 1.57 4.40 0.36 LSup 0.00 0.40 RExt LSup -0.03 3.82 0.01 LSup -0.01 6.16 0.00 LSup 0.00 -0.04 DEFLECTION: ----------- LOAD ID 6 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 2 12.25 -1.09 1.96 0.56 1 12.08 -1.04 1.93 0.54 RExt 0.67 0.09 LOAD ID 7 - Dead+Collateral: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.01 2 12.25 -0.23 1.96 0.12 1 12.08 -0.22 1.93 0.11 RExt 0.67 0.02 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 54 of 160 JOB# 186565 LOAD ID 8 - Dead+Collateral+0.75Live+0.37Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 2 12.25 -1.16 1.63 0.71 1 12.08 -1.10 1.61 0.68 RExt 0.67 0.10 LOAD ID 9 - Dead+Collateral+0.37Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 2 12.25 -0.51 1.63 0.31 1 12.08 -0.48 1.61 0.30 RExt 0.67 0.04 LOAD ID 10 - 0.6Dead+0.49Wind_Suction1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.02 2 12.25 0.34 1.63 0.21 W 1 12.08 0.32 1.61 0.20 W RExt 0.67 -0.03 ================================================================================ 186565FS Strut Bolts 12/ 1/23 1:53pm ================================================================================ RAFTER CONNECTION: ------------------ Back_SW Front_SW Location Purlin Eave Strut Eave Strut -------- ----------- ----------- ----------- Left EW Welded Clip Direct Bolt Direct Bolt RF Welded Clip Direct Bolt Direct Bolt Right EW Welded Clip Direct Bolt Direct Bolt 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 55 of 160 JOB# 186565 EAVE STRUTS: ------------ Wall Frm_Line ----Bolt_Selected--- ---Bolt_Capacity(k )--- Dt_Bolt Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio Id ---- --- ---- --- ----- ----- ---- ----- ----- ----- ----- ------- 2 1 EW 2 A307 0.500 0 3.18 5.30 4.41 0.72 77 2 2 RF 2 A307 0.500 0 3.18 5.30 4.41 0.72 77 2 3 EW 2 A307 0.500 0 1.05 5.30 4.41 0.24 77 4 1 EW 2 A307 0.500 0 3.18 5.30 4.41 0.72 77 4 2 RF 2 A307 0.500 0 3.18 5.30 4.41 0.72 77 4 3 EW 2 A307 0.500 0 1.05 5.30 4.41 0.24 77 PURLINS: -------- ------Bolt_Capacity(k )------ Surf Frm_Line Brace ----Bolt_Selected--- ---Shear--- --Bearing-- Dt_Bolt Id Id Type Loc No. Type Dia Wshr Calc Limit Calc Limit Ratio Id ---- --- ---- ----- --- ----- ----- ---- ----- ----- ----- ----- ----- ------- 2 1 EW 20.00 2 A307 0.500 0 0.94 5.30 0.88 4.47 0.20 71 2 2 RF 20.00 2 A307 0.500 0 0.94 5.30 0.79 4.47 0.18 71 2 3 EW 20.00 2 A307 0.500 0 0.79 5.30 0.79 4.47 0.18 71 3 1 EW 20.00 2 A307 0.500 0 0.94 5.30 0.88 4.47 0.20 71 3 2 RF 20.00 2 A307 0.500 0 0.94 5.30 0.79 4.47 0.18 71 3 3 EW 20.00 2 A307 0.500 0 0.79 5.30 0.79 4.47 0.18 71 ================================================================================ 186565FS Roof Panel Zones 12/ 1/23 1:53pm ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- 26 PBR 0.019 60.00 78.00 PURLIN SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- 12x2.00L 0.210 0.50 1.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 56 of 160 JOB# 186565 PANEL ZONE LAYOUT: ------------------ -Purlin(ft,in)- Panel Surf ------Zone------ ---Locate(ft)-- --Surface(ft)-- Bay Load Min Zone Id Id Description Start End Offset1 Offset2 Id Id Width Thick (ft) ---- -- ------------- ------- ------- ------- ------- --- --- ----- ----- ----- 2 1 Interior 0.00 50.00 0.00 21.08 2 2 4.96 0.071 4.96 2 3 Lt edge 0.00 4.00 0.00 17.08 1 2 4.96 0.071 4.96 2 5 Rt edge 46.00 50.00 0.00 17.08 2 2 4.96 0.071 4.96 2 6 Bot edge 4.00 46.00 17.08 21.08 2 4 3.15 0.071 4.96 2 9 Rt bot corner 46.00 50.00 17.08 21.08 2 4 3.15 0.071 4.96 2 10 Lt bot corner 0.00 4.00 17.08 21.08 1 4 3.15 0.071 4.96 ---- -- ------------- ------- ------- ------- ------- --- --- ----- ----- ----- 3 1 Interior 0.00 50.00 0.00 21.08 2 3 4.96 0.071 4.96 3 3 Lt edge 0.00 4.00 4.00 21.08 1 3 4.96 0.071 4.96 3 4 Top edge 4.00 46.00 0.00 4.00 2 1 3.15 0.071 4.96 3 5 Rt edge 46.00 50.00 4.00 21.08 2 3 4.96 0.071 4.96 3 7 Lt top corner 0.00 4.00 0.00 4.00 1 1 3.15 0.071 4.96 3 8 Rt top corner 46.00 50.00 0.00 4.00 2 1 3.15 0.071 4.96 PURLIN SCREW CHECK: ------------------- Screw Wind --------Limit(k )------- Surf Zone Space Suction Load Purlin Panel Screw Max Id Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ---- ----- ------- ----- ------- -------- ------- ---- 2 1 1.00 24.27 0.12 0.30 0.37 0.27 0.45 2 3 1.00 35.43 0.18 0.30 0.37 0.27 0.66 2 5 1.00 35.43 0.18 0.30 0.37 0.27 0.66 2 6 1.00 35.43 0.11 0.30 0.37 0.27 0.42 2 9 1.00 41.99 0.13 0.30 0.37 0.27 0.50 2 10 1.00 41.99 0.13 0.30 0.37 0.27 0.50 ---- ---- ----- ------- ----- ------- -------- ------- ---- 3 1 1.00 24.27 0.12 0.30 0.37 0.27 0.45 3 3 1.00 35.43 0.18 0.30 0.37 0.27 0.66 3 4 1.00 35.43 0.11 0.30 0.37 0.27 0.42 3 5 1.00 35.43 0.18 0.30 0.37 0.27 0.66 3 7 1.00 41.99 0.13 0.30 0.37 0.27 0.50 3 8 1.00 41.99 0.13 0.30 0.37 0.27 0.50 BASE SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- 12x2.00L 0.21 0.50 1.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 57 of 160 JOB# 186565 BASE SCREW CHECK: ----------------- Base Screw Force/Screw Shear Wall Length Space Wind Seis Limit Max Id (ft) (ft) (k ) (k ) (k ) UC ---- ------ ----- ----- ----- ----- ---- 2 50.00 1.00 0.044 0.048 0.277 Panel Shear Not Used 4 50.00 1.00 0.044 0.048 0.277 Panel Shear Not Used ================================================================================ 186565FS Weight Summary 12/ 1/23 1:53pm ================================================================================ Weight Description (psf ) ----------- ------- Roof Purlins = 1706.76 Eave Struts = 424.15 Roof Bracing = 87.25 Wall Bracing = 82.71 ---------- Total = 2300.88 ================================================================================ 186565FS Warning Summary 12/ 1/23 1:53pm ================================================================================ ROOF PURLIN Anti Roll WRN(GRA-206): Deflection > Limit 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 58 of 160 JOB# 186565 RIGID FRAME DESIGN REPORT 1.1 Rigid frame - 1 *=============================================================================== *186565FS Rigid Frame Design Input 12/ 1/23 1:54pm *=============================================================================== *( 1)JOBID: '186565FS' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space------- Section Web_Stiffener P *Id Type L_Col R_Col Rafter Space Use Ratio Side Delta 1 'RF ' 31.2500 31.2500 31.2500 1.0000 'N' 0.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'S' 'R ' 8.70 30.00 'R ' 8.70 30.00 'R ' 10.00 72.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS16 ' 'AISC16' '----' 'IBC ' '21' 'IBC 21 ' 'D ' *( 5)DESIGN CONSTANTS: * ---Strength_Factor--- * ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 59 of 160 JOB# 186565 1.03 1.03 1.03 1.03 1.0000 1.0000 1.0000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 50.0 55.0 55.0 55.0 50.0 35.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * ------Vertical----- -------Horizontal------- -Weak_Axis- * Live Wind Total Total Seis Crane Floor Wind Seis 180.0 0.0 180.0 60.0 65.0 100.0 0.0 60.0 65.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'I' 'Y' 'Y' 'Y' 'Y' 'N' 'N' 'R' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 4 0.0000 20.0000 8.250 20.0000 26.6667 8.250 40.0000 20.0000 8.250 40.0000 0.0000 8.250 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior_Depth- * Id Start End Dep Locate Depth 1 11.460 11.460 0 2 13.070 13.070 0 3 13.070 13.070 0 4 11.460 11.460 0 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 1 0.0000 'VSS ' 3 1 0.0000 '-SS ' 4 1 0.0000 'VSS ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 4 1 1 1 0.0000 'W12X22 ' 4.030 0.2600 0.4250 0.4250 2 2 2 0.0000 'W14X22 ' 5.000 0.2300 0.3350 0.3350 3 3 3 0.0000 'W14X22 ' 5.000 0.2300 0.3350 0.3350 4 4 4 0.0000 'W12X22 ' 4.030 0.2600 0.4250 0.4250 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 0.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' '8X25Z16 ' 8.000 0.000 3.0000 2 2 7.3333 'ZB' 13.6667 'ZB' 4 'ZB' '8X25Z16 ' 8.000 0.000 3.0000 2 2 7.3333 'ZB' 13.6667 'ZB' *(20)ROOF PURLIN: *Surf * Id Type Part Depth Proj Lap 2 'ZB' '8X35Z14 ' 8.000 0.000 3.0000 3 'ZB' '8X35Z14 ' 8.000 0.000 3.0000 *(21)ROOF PURLIN LOCATION: *Surf Peak * Id Space No. Locate 2 1.3333 4 4.8737 9.8320 14.7903 19.7486 3 1.3333 4 1.3333 6.2916 11.2499 16.2082 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 60 of 160 JOB# 186565 *(22)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 2 1 '-' 2 '-' 2 4 1 '-' 2 '-' 3 '-' 4 '-' 3 4 1 '-' 2 '-' 3 '-' 4 '-' 4 2 1 '-' 2 '-' *(23)COLUMN ADDITIONAL BRACE LOCATIONS: * Col -Minor- *No. Id Height Major Out In 0 *(24)EXTENSIONS: *Surf ----Horizontal_Size---- -----Vertical_Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 4 0 *(25)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 2.00 3.00 12.00 0.00 0.0 18.56 1.00 0.49 1.00 0.0 *(26)BASIC LOADS AT EAVE: *Seismic --Torsion-- --EW_Brace- --Extension-- -Additional- * Load Wind Seis Wind Seis Wind Seis Wind Seis 1.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(27)WIND COEFFICIENT: *Surf ---Wind_1-- ---Wind_2-- ---Wind_3-- ---Wind_4-- Long_Wind Surface * Id Left Right Left Right Left Right Left Right 1 2 Friction 1 0.39 -0.69 0.81 -0.27 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 2 -0.87 -0.65 -0.51 -0.29 0.00 0.00 0.00 0.00 -0.87 -0.55 0.00 3 -0.65 -0.87 -0.29 -0.51 0.00 0.00 0.00 0.00 -0.55 -0.87 0.00 4 -0.69 0.39 -0.27 0.81 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 *(28)LONGITUDINAL & WEAK AXIS BRACING LOADS: *----Wind----- ---Seismic--- -Weak_Axis- * Horz Vert Horz Vert Wind Seis 3.73 2.74 3.04 2.23 0.00 0.00 Left Column 3.73 2.74 3.04 2.23 0.00 0.00 Right Column *(29)DESIGN LOADS:Strength * -----------------------------------------------------Load_Coefficients----------------------------------------------------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_Wind --Seismic- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 56 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 33 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 41 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 42 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 61 of 160 JOB# 186565 43 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 44 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 45 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 46 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 47 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 48 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 49 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 50 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 51 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 52 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 53 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 56 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 *(30)DESIGN LOADS:Deflection * -----------------------------------------------------Load_Coefficients----------------------------------------------------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_Wind --Seismic- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 20 57 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 58 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 61 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 67 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 70 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 72 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 73 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 74 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0 0.00 75 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 76 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0 0.00 *(31)DESIGN LOADS:Special * ------------------------------------------------------Load_Coefficients----------------------------------------------------- *Load ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- --Wind_3-- --Wind_4-- Long_Wind --Seismic- Aux_Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 8 77 'EP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 78 'EP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 79 'EP' '---------' 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 80 'EP' '---------' 1.09 1.09 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 81 'EP' '---------' 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 82 'EP' '---------' 1.09 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 83 'EP' '---------' 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 84 'EP' '---------' 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 *(32)AUXILIARY LOAD: * Aux No._Add Add_Comb *No. Id Name Loads Id Coeff 0 *(33)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 0 *(34)FLOOR BEAMS: * Bay Con_Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(35)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(36)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(37)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option_Id Line Frame_Line_Id 'OMF' '-' ' ' 1 2 *(38)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 0 *(39)SPECIAL FAB DATA * Piece *No. Id Key 0 *(40)ENDWALL COLUMNS: *Wall Expand_EW Max_Deflect 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 62 of 160 JOB# 186565 * Id Use Offset No. Locate Offset Option Down Up 1 'N ' 0.000 0 3 'N ' 0.000 0 *(41)JACK BEAMS: * Spring_Constant *No. Id Offset Height Length Part Horz Vert 0 *(42)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(43)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1 ' 2 2 20.0000 1.000 21.0819 0.745 'WINDR1 ' 3 2 1.0819 0.745 21.0819 1.000 'WINDL2 ' 2 2 20.0000 1.000 21.0819 0.566 'WINDR2 ' 3 2 1.0819 0.566 21.0819 1.000 *(44)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(45)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * * Code files used: * IBC.21 * RF_IBC.21 Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 WR 20.0 No record selected * 2 1 CR 20.0 R 20.0 0 1 * 3 1 CR 20.0 R 20.0 0 1 * 4 1 WR 20.0 No record selected * * Calculated Seismic Mass, W = 10.00 k ================================================================================ 186565FS Frame 1 - Design Code 12/ 1/23 1:54pm ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 21 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 63 of 160 JOB# 186565 ================================================================================ 186565FS Frame 1 - Base Plates and Anchor Bolt 12/ 1/23 1:54pm ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.05 (ksi ) Bolt Type = A36 Bolt Shear Stress = 11.60 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- Max ---Column_Base(in)--- --Plate_Size(in)-- ----Bolts(A36 )---- Req Req Bolt Id Typ Depth Elev Width Length Thick Dia Row Space Gage Thick Dia UC ----- --- ----- ----- ----- ------ ----- ----- --- ----- ---- ----- ----- ---- Left P 12.3 0.0 6.0 13.50 0.500 0.750 2 3.00 3.50 0.301 0.360 0.23 Right P 12.3 0.0 6.0 13.50 0.500 0.750 2 3.00 3.50 0.301 0.360 0.23 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 2 11.7 33 -5.9 3.9 35 4.9 35 4.9 -3.5 Right 1 11.7 34 -5.9 3.9 36 4.9 36 4.9 -3.5 WELDS: ------ Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.500 F2 0.37 7.42 0.500 F2 0.37 7.42 0.313 F2 0.21 4.64 Right 0.500 F2 0.37 7.42 0.500 F2 0.37 7.42 0.313 F2 0.21 4.64 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 64 of 160 JOB# 186565 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 33 - 0.6Dead+0.6Wind_Left1 34 - 0.6Dead+0.6Wind_Right1 35 - 0.6Dead+0.6Wind_Left2 36 - 0.6Dead+0.6Wind_Right2 ================================================================================ 186565FS Frame 1 - Bolted-End-Plates 12/ 1/23 1:54pm ================================================================================ DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Snug-Tightened Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: ----------- Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VSS 1- 2 13.07 6.0 0.625 0.750 3.00 3.00 2 4.00 2 4.00 0 2 -SS 2- 3 13.78 6.0 0.375 0.625 2.50 2.50 2 4.00 2 4.00 0 3 VSS 3- 4 13.07 6.0 0.625 0.750 3.00 3.00 2 4.00 2 4.00 0 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VSS Top 80 2.0 11.4 80.8 80 2.0 11.4 80.8 0.509 0.703 0.88 Bot 83 0.1 -1.8 -45.2 79 2.0 6.8 -4.3 0.509 0.526 0.49 2 -SS Top 34 -3.1 1.3 8.5 12 -0.2 1.4 5.8 0.137 0.252 0.16 Bot 1 2.4 -0.3 -41.0 19 1.6 -1.4 -24.9 0.301 0.554 0.78 3 VSS Top 79 2.0 -11.4 80.8 79 2.0 -11.4 80.8 0.509 0.703 0.88 Bot 84 0.1 1.8 -45.2 80 2.0 -6.8 -4.3 0.509 0.526 0.49 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 65 of 160 JOB# 186565 WELDS: ------ Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.375 F2 4.76 5.66 0.500 F2 4.25 7.42 0.313 F1 0.88 4.64 1 R 0.438 F2 5.77 6.49 0.375 F2 3.23 5.66 0.250 F1 0.88 3.71 2 L 0.375 F2 0.57 5.66 0.375 F2 2.74 5.66 0.250 F1 0.10 3.71 2 R 0.375 F2 0.57 5.66 0.375 F2 2.74 5.66 0.250 F1 0.10 3.71 3 L 0.438 F2 5.77 6.49 0.375 F2 3.23 5.66 0.250 F1 0.88 3.71 3 R 0.375 F2 4.76 5.66 0.500 F2 4.25 7.42 0.313 F1 0.88 4.64 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 12 - Dead+0.6Wind_Right2 19 - Dead+Collateral+0.75Live+0.45Wind_Left2 34 - 0.6Dead+0.6Wind_Right1 79 - 1.09Dead+1.09Collateral+0.75Live+1.21Seismic_L 80 - 1.09Dead+1.09Collateral+0.75Live+1.21Seismic_R 83 - 0.48Dead+1.62Seismic_L 84 - 0.48Dead+1.62Seismic_R ================================================================================ 186565FS Frame 1 - Bearing Stiffeners 12/ 1/23 1:54pm ================================================================================ Stiffener Yield = 55.0 (ksi ) STIFFENER SIZE: --------------- ----Stiffener--- --Web(in)-- ----Stiffener_Size(in)--- Location Offset Depth Thick Width Thick Length No. -------- ------ ----- ----- ----- ----- ------ --- Lt Col 0.0 11.46 0.260 2.00 0.250 11.46 1 Rt Col 40.0 11.46 0.260 2.00 0.250 11.46 1 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 66 of 160 JOB# 186565 STIFFENER DESIGN: ----------------- ----Tension(k )--- --Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 33 32.5 32.9 46 41.9 88.6 0.99 Rt Col 34 32.5 32.9 45 41.9 88.6 0.99 WELDS: ------ ---Stiff_To_Flg/EP--- -----Stiff_To_Web---- Stiffener Shear(k/in ) Shear(k/in ) Location Size Typ Calc Limit Size Typ Calc Limit ---------- ----- --- ----- ----- ----- --- ----- ----- Lt Col 0.563 F1 8.12 8.35 0.313 F1 1.83 4.64 Rt Col 0.563 F1 8.12 8.35 0.313 F1 1.83 4.64 LOAD COMBINATIONS: ------------------ 33 - 0.6Dead+0.6Wind_Left1 34 - 0.6Dead+0.6Wind_Right1 45 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_L 46 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_R ================================================================================ 186565FS Frame 1 - Plate Transitions 12/ 1/23 1:54pm ================================================================================ Surf Mem Seg Sec Load Max Id Id Id Id Locate Id UC Limit ---- --- --- --- ------ ---- ---- ------ 1 1 1 21 Spl 1 33 0.65 1.00 ---- --- --- --- ------ ---- ---- ------ 4 4 4 66 Spl 3 34 0.65 1.00 ================================================================================ 186565FS Frame 1 - Flange Braces 12/ 1/23 1:54pm ================================================================================ DESIGN CONSTANTS: ----------------- Flange Brace Yield = 50.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = A307 (0 Washers) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 67 of 160 JOB# 186565 Bolt Shear Stress = 13.50 ksi Flange Brace Force Inside flange, max of bending compression LAYOUT: ------- Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 1 1 1 2X2X14Ga 1 11.46 28.00 68.3 30.13 0.500 0.500 Web Web 001 2 1 2X2X14Ga 1 11.46 28.00 68.3 30.13 0.500 0.500 Web Web 001 2 1 1 2X2X14Ga 2 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 3 1 2X2X14Ga 2 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 4 1 2X2X14Ga 2 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 3 1 1 2X2X14Ga 3 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 2 1 2X2X14Ga 3 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 4 1 2X2X14Ga 3 13.07 28.00 65.7 30.72 0.500 0.500 Web Web 001 4 1 1 2X2X14Ga 4 11.46 28.00 68.3 30.13 0.500 0.500 Web Web 001 2 1 2X2X14Ga 4 11.46 28.00 68.3 30.13 0.500 0.500 Web Web 001 DESIGN: ------- Surf Load(f-k ) Force -Brace_UC- ---Connection_UC--- Id Loc Id Moment (k ) Comp Tens Frame Purlin Clip ---- --- ---- ------ ----- ---- ---- ----- ------ ---- 1 1 18 27.6 0.49 0.35 0.22 0.18 0.18 2 20 44.7 0.79 0.57 0.36 0.30 0.30 2 1 20 30.9 0.49 0.35 0.22 0.18 0.18 3 34 17.8 0.28 0.20 0.13 0.11 0.11 4 34 10.3 0.16 0.12 0.07 0.06 0.06 3 1 33 10.3 0.16 0.12 0.07 0.06 0.06 2 33 17.8 0.28 0.20 0.13 0.11 0.11 4 19 30.9 0.49 0.35 0.22 0.18 0.18 4 1 17 27.6 0.49 0.35 0.22 0.18 0.18 2 19 44.7 0.79 0.57 0.36 0.30 0.30 LOAD COMBINATIONS: ------------------ 17 - Dead+Collateral+0.75Live+0.45Wind_Left1 18 - Dead+Collateral+0.75Live+0.45Wind_Right1 19 - Dead+Collateral+0.75Live+0.45Wind_Left2 20 - Dead+Collateral+0.75Live+0.45Wind_Right2 33 - 0.6Dead+0.6Wind_Left1 34 - 0.6Dead+0.6Wind_Right1 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 68 of 160 JOB# 186565 ================================================================================ 186565FS Frame 1 - Special Segments 12/ 1/23 1:54pm ================================================================================ FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 4.0 0.425 5.0 0.250 Rt Col 4.0 0.425 5.0 0.250 WEB PLATE: ---------- Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 20 4.7 56.5 49.5 0.260 64.0 0.260 64.0 0.77 G2-1 Rt Col 19 4.7 56.5 49.5 0.260 64.0 0.260 64.0 0.77 G2-1 REQUIRED WEB DESIGN: -------------------- Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 11.46 11.87 9.66 1.00 Rt Col 11.46 11.87 9.66 1.00 LOAD COMBINATIONS: ------------------ 19 - Dead+Collateral+0.75Live+0.45Wind_Left2 20 - Dead+Collateral+0.75Live+0.45Wind_Right2 ================================================================================ 186565FS Frame 1 - Design Summary 12/ 1/23 1:54pm ================================================================================ FRAME: ------ Id = 1 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 69 of 160 JOB# 186565 Type = RF Line Id = 2 Load Width= 31.25 UC Limit= 1.03 KL/R Limit= 200.00 MEMBERS: -------- -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 19.5 4.0 11.5 11.5 0.260 0.425 0.425 1 35 0.07 21 20 0.76 21 20 0.87 103 2 2 2 19.7 5.0 13.1 13.1 0.230 0.335 0.335 22 2 0.16 22 46 0.68 22 46 0.72 57 3 3 3 19.7 5.0 13.1 13.1 0.230 0.335 0.335 65 1 0.16 65 45 0.68 65 45 0.72 57 4 4 4 19.5 4.0 11.5 11.5 0.260 0.425 0.425 86 36 0.07 66 19 0.76 66 19 0.87 103 HOT ROLLED MEMBERS: ------------------- Surf Member Member Id Id Part ---- ------ -------- 1 1 W12X22 2 2 W14X22 3 3 W14X22 4 4 W12X22 LOAD COMBINATIONS: ------------------ #- Controlling Load Combination In Design Summary 1#- Dead+Collateral+Live 2#- Dead+Collateral+Live 3 - Dead+Collateral 4 - Dead+Collateral 5 - Dead 6 - Dead 7 - Dead+Collateral+0.75Live 8 - Dead+Collateral+0.75Live 9 - Dead+0.6Wind_Left1 10 - Dead+0.6Wind_Right1 11 - Dead+0.6Wind_Left2 12 - Dead+0.6Wind_Right2 13 - Dead+0.6Wind_Long1 14 - Dead-0.6Wind_Long1 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 70 of 160 JOB# 186565 15 - Dead+0.6Wind_Long2 16 - Dead-0.6Wind_Long2 17 - Dead+Collateral+0.75Live+0.45Wind_Left1 18 - Dead+Collateral+0.75Live+0.45Wind_Right1 19#- Dead+Collateral+0.75Live+0.45Wind_Left2 20#- Dead+Collateral+0.75Live+0.45Wind_Right2 21 - Dead+Collateral+0.75Live+0.45Wind_Long1 22 - Dead+Collateral+0.75Live-0.45Wind_Long1 23 - Dead+Collateral+0.75Live+0.45Wind_Long2 24 - Dead+Collateral+0.75Live-0.45Wind_Long2 25 - Dead+Collateral+0.45Wind_Left1 26 - Dead+Collateral+0.45Wind_Right1 27 - Dead+Collateral+0.45Wind_Left2 28 - Dead+Collateral+0.45Wind_Right2 29 - Dead+Collateral+0.45Wind_Long1 30 - Dead+Collateral-0.45Wind_Long1 31 - Dead+Collateral+0.45Wind_Long2 32 - Dead+Collateral-0.45Wind_Long2 33 - 0.6Dead+0.6Wind_Left1 34 - 0.6Dead+0.6Wind_Right1 35#- 0.6Dead+0.6Wind_Left2 36#- 0.6Dead+0.6Wind_Right2 37 - 0.6Dead+0.6Wind_Long1 38 - 0.6Dead-0.6Wind_Long1 39 - 0.6Dead+0.6Wind_Long2 40 - 0.6Dead-0.6Wind_Long2 41 - 1.12Dead+1.12Collateral+0.7Seismic_L 42 - 1.12Dead+1.12Collateral+0.7Seismic_R 43 - 1.12Dead+1.12Collateral+0.7Seismic_Long 44 - 1.12Dead+1.12Collateral-0.7Seismic_Long 45#- 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_L 46#- 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_R 47 - 1.09Dead+1.09Collateral+0.53Seismic_L 48 - 1.09Dead+1.09Collateral+0.53Seismic_R 49 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_Long 50 - 1.09Dead+1.09Collateral+0.75Live-0.53Seismic_Long 51 - 1.09Dead+1.09Collateral+0.53Seismic_Long 52 - 1.09Dead+1.09Collateral-0.53Seismic_Long 53 - 0.48Dead+0.7Seismic_L 54 - 0.48Dead+0.7Seismic_R 55 - 0.48Dead+0.7Seismic_Long 56 - 0.48Dead-0.7Seismic_Long 57 - Dead+Collateral+Live 58 - Dead+Collateral+Live 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 71 of 160 JOB# 186565 59 - Dead+Collateral+0.75Live 60 - Dead+Collateral+0.75Live 61 - Live 62 - Live 63 - Dead+Collateral 64 - Dead+Collateral 65 - Dead+0.49Wind_Left1 66 - Dead+0.49Wind_Right1 67 - Dead+0.49Wind_Left2 68 - Dead+0.49Wind_Right2 69 - Dead+0.49Wind_Long1 70 - Dead-0.49Wind_Long1 71 - Dead+0.49Wind_Long2 72 - Dead-0.49Wind_Long2 73 - Dead+Seismic_Long 74 - Dead-Seismic_Long 75 - Dead+Seismic_L 76 - Dead+Seismic_R PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Depth/ Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Width Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 44.1 192.0 4.7 0.425 0.260 2.8 8.0 1.7 10.0 2 56.8 192.0 7.5 0.335 0.230 2.6 8.0 1.8 10.0 3 56.8 192.0 7.5 0.335 0.230 2.6 8.0 1.8 10.0 4 44.1 192.0 4.7 0.425 0.260 2.8 8.0 1.7 10.0 FRAME AREA: ---------- Frame Area= 84.62 Building Area= 933.33 Ratio= 0.09 WEIGHTS: -------- Member 1 2 3 4 ---------- ----- ----- ----- ----- Weight (lb) 426 420 420 426 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 72 of 160 JOB# 186565 Total Weight (lb) Frame = 1692 Splice Plate = 111 Base Plate = 23 -------- 1826 REACTIONS - Sidewall Columns: ----------------------------- Load ----------Left_Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 2.41 11.60 0.00 0.00 -2.41 11.68 0.00 0.00 2 2.41 11.68 0.00 0.00 -2.41 11.60 0.00 0.00 3 0.81 4.13 0.00 0.00 -0.81 4.15 0.00 0.00 4 0.81 4.15 0.00 0.00 -0.81 4.13 0.00 0.00 5 0.38 2.16 0.00 0.00 -0.38 2.17 0.00 0.00 6 0.38 2.17 0.00 0.00 -0.38 2.16 0.00 0.00 7 2.01 9.73 0.00 0.00 -2.01 9.80 0.00 0.00 8 2.01 9.80 0.00 0.00 -2.01 9.73 0.00 0.00 9 -3.73 -5.09 0.00 0.00 -3.30 -1.08 0.00 0.00 10 3.30 -1.08 0.00 0.00 3.73 -5.09 0.00 0.00 11 -4.71 -2.65 0.00 0.00 -2.33 1.49 0.00 0.00 12 2.33 1.49 0.00 0.00 4.71 -2.65 0.00 0.00 13 1.96 -4.57 2.24 0.00 -1.22 -4.27 2.24 0.00 14 1.96 -1.28 0.00 0.00 -1.22 -0.99 0.00 0.00 15 1.22 -4.27 2.24 0.00 -1.96 -4.57 2.24 0.00 16 1.22 -0.99 0.00 0.00 -1.96 -1.28 0.00 0.00 17 -1.05 4.10 0.00 0.00 -4.22 7.55 0.00 0.00 18 4.22 7.55 0.00 0.00 1.05 4.10 0.00 0.00 19 -1.79 5.93 0.00 0.00 -3.49 9.49 0.00 0.00 20 3.49 9.49 0.00 0.00 1.79 5.93 0.00 0.00 21 3.22 4.76 1.68 0.00 -2.66 4.89 1.68 0.00 22 3.21 7.23 0.00 0.00 -2.66 7.35 0.00 0.00 23 2.66 4.89 1.68 0.00 -3.22 4.76 1.68 0.00 24 2.66 7.35 0.00 0.00 -3.21 7.23 0.00 0.00 25 -2.26 -1.37 0.00 0.00 -3.01 1.78 0.00 0.00 26 3.01 1.78 0.00 0.00 2.26 -1.37 0.00 0.00 27 -2.99 0.46 0.00 0.00 -2.28 3.70 0.00 0.00 28 2.28 3.70 0.00 0.00 2.99 0.46 0.00 0.00 29 2.00 -0.90 1.68 0.00 -1.44 -0.70 1.68 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 73 of 160 JOB# 186565 30 2.00 1.57 0.00 0.00 -1.44 1.76 0.00 0.00 31 1.44 -0.70 1.68 0.00 -2.00 -0.90 1.68 0.00 32 1.44 1.76 0.00 0.00 -2.00 1.57 0.00 0.00 33 -3.89 -5.93 0.00 0.00 -3.15 -1.97 0.00 0.00 34 3.15 -1.97 0.00 0.00 3.89 -5.93 0.00 0.00 35 -4.86 -3.50 0.00 0.00 -2.17 0.61 0.00 0.00 36 2.17 0.61 0.00 0.00 4.86 -3.50 0.00 0.00 37 1.81 -5.44 2.24 0.00 -1.07 -5.13 2.24 0.00 38 1.81 -2.15 0.00 0.00 -1.07 -1.85 0.00 0.00 39 1.07 -5.13 2.24 0.00 -1.81 -5.44 2.24 0.00 40 1.07 -1.85 0.00 0.00 -1.81 -2.15 0.00 0.00 41 -0.22 3.43 0.00 0.00 -1.99 5.84 0.00 0.00 42 1.99 5.84 0.00 0.00 0.22 3.43 0.00 0.00 43 0.90 3.08 2.13 0.00 -0.90 3.08 2.13 0.00 44 0.90 6.20 0.00 0.00 -0.90 6.20 0.00 0.00 45 1.23 9.13 0.00 0.00 -2.91 11.15 0.00 0.00 46 2.91 11.15 0.00 0.00 -1.23 9.13 0.00 0.00 47 0.03 3.60 0.00 0.00 -1.71 5.42 0.00 0.00 48 1.71 5.42 0.00 0.00 -0.03 3.60 0.00 0.00 49 2.08 8.96 1.61 0.00 -2.08 8.96 1.61 0.00 50 2.08 11.32 0.00 0.00 -2.08 11.32 0.00 0.00 51 0.88 3.33 1.61 0.00 -0.88 3.33 1.61 0.00 52 0.88 5.69 0.00 0.00 -0.88 5.69 0.00 0.00 53 -0.94 -0.10 0.00 0.00 -1.27 2.18 0.00 0.00 54 1.27 2.18 0.00 0.00 0.94 -0.10 0.00 0.00 55 0.18 -0.52 2.13 0.00 -0.18 -0.52 2.13 0.00 56 0.18 2.60 0.00 0.00 -0.18 2.60 0.00 0.00 DEFLECTIONS: ------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 57 -0.45 0.56 -1.55 58 -0.56 0.45 -1.55 59 -0.37 0.47 -1.29 60 -0.47 0.38 -1.29 61 -0.30 0.38 -1.04 62 -0.38 0.30 -1.04 63 -0.15 0.19 -0.51 64 -0.19 0.15 -0.51 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 74 of 160 JOB# 186565 65 2.39 2.25 0.31 66 -2.25 -2.39 0.31 67 2.45 2.35 0.27 68 -2.35 -2.45 0.27 69 -0.54 -0.52 -0.07 70 -0.55 -0.53 -0.07 71 0.52 0.54 -0.07 72 0.53 0.55 -0.07 73 -0.08 0.08 -0.24 74 -0.08 0.08 -0.24 75 2.41 2.57 -0.37 76 -2.57 -2.41 -0.37 DEFLECTIONS RATIO: ------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 57 518 413 309 58 413 518 309 59 623 496 371 60 496 623 371 61 772 621 462 62 621 772 462 63 1584 1242 934 64 1243 1584 934 65 97 103 1546 66 103 97 1546 67 95 99 1767 68 99 95 1767 69 436 452 7048 70 427 442 6785 71 452 436 7048 72 442 427 6785 73 2979 2979 1997 74 2977 2977 1974 75 97 91 1297 76 91 97 1297 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 75 of 160 JOB# 186565 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -1.04 464. 180. Total Vertical 57 -1.55 309. 180. Horizontal Drift 75 2.57 91. 65. Horizontal Total 75 2.57 91. 65. Horizontal Spring Constant= 1.31 k/in P-DELTA - Direct Analysis: ----------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio ------ ------- Left 0.0421 Right 0.0421 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 45 1.72 1.96 1.14 ================================================================================ 186565FS Frame 1 - Rigid Frame Clearances 12/ 1/23 1:54pm ================================================================================ VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 18'07-10" 1'08-07" 18'07-10" Right 18'07-10" 38'03-09" 18'07-10" Midspan 24'08-13" 20'00-00" 24'08-13" 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 76 of 160 JOB# 186565 HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 36'06-14" 1'08-09" 38'03-07" ================================================================================ 186565FS Frame 1 - Weight Summary 12/ 1/23 1:54pm ================================================================================ Total Weight (lb) Frame = 1692 Splice Plate = 111 Base Plate = 23 -------- 1826 ================================================================================ 186565FS Frame 1 - Warning Summary 12/ 1/23 1:54pm ================================================================================ .. No Warnings 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 77 of 160 JOB# 186565 FRONT SIDEWALL DESIGN REPORT ================================================================================ 186565FS Wall 2 - Design Code 12/ 1/23 1:49pm ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 21 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 78 of 160 JOB# 186565 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 186565FS Wall 2 - Bypass Girt Layout 12/ 1/23 1:49pm ================================================================================ GIRT LAYOUT: ------------ Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.33 1 1 8X25Z16 0.00 25.00 24.67 0.00 3.00 77.2 WS 1.03 Moment D 2 8X25Z16 0.00 25.00 24.67 3.00 0.00 77.2 WS 1.03 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 13.67 2 1 8X25Z16 0.00 25.00 24.67 0.00 3.00 77.2 WS 0.94 Moment D 2 8X25Z16 0.00 25.00 24.67 3.00 0.00 77.2 WS 0.94 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 --- --- 0 0 ================================================================================ 186565FS Wall 2 - Girt Design 1 (Locate 7.33) 12/ 1/23 1:49pm ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 8X25Z16 7.3333 24.67 3.00 6.83 0 77.2 0.00 0.70 2 8X25Z16 7.3333 24.67 3.00 6.83 0 77.2 0.00 0.70 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 79 of 160 JOB# 186565 ------ 154.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.67 -0.98 -1.21 0.00 -2.95 8.80 3.37 6.65 2 1.21 0.98 -0.67 6.65 3.37 -2.95 15.87 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.98 2.44 0.40 RLap 3.37 3.92 0.86 RLap 0.80 -0.92 2 LLap 0.98 2.44 0.40 LLap 3.37 3.92 0.86 LLap 0.80 -0.92 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.55 2.65 1.86 0.30 2 0.55 2.65 1.86 0.30 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.77 1.09 1.34 0.00 3.28 8.76 -3.73 -7.37 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 80 of 160 JOB# 186565 2 -1.34 -1.09 0.77 -7.37 -3.73 3.28 15.91 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.09 2.44 0.45 RLap -3.73 3.63 1.03 RLap 0.88 1.02 2 LLap -1.09 2.44 0.45 LLap -3.73 3.63 1.03 LLap 0.88 1.02 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.61 2.65 1.86 0.33 2 0.61 2.65 1.86 0.33 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.75 3.29 0.83 3.29 2 -0.75 3.29 0.83 3.29 ================================================================================ 186565FS Wall 2 - Girt Design 2 (Locate 13.67) 12/ 1/23 1:49pm ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 8X25Z16 13.6667 24.67 3.00 6.25 0 77.2 0.00 0.70 2 8X25Z16 13.6667 24.67 3.00 6.25 0 77.2 0.00 0.70 ------ 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 81 of 160 JOB# 186565 154.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.61 -0.90 -1.11 0.00 -2.70 8.80 3.08 6.09 2 1.11 0.90 -0.61 6.09 3.08 -2.70 15.87 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.90 2.44 0.37 RLap 3.08 3.92 0.78 RLap 0.73 -0.84 2 LLap 0.90 2.44 0.37 LLap 3.08 3.92 0.78 LLap 0.73 -0.84 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.51 2.65 1.86 0.27 2 0.51 2.65 1.86 0.27 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.70 0.99 1.22 0.00 3.00 9.00 -3.42 -6.74 2 -1.22 -0.99 0.70 -6.74 -3.42 3.00 15.66 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 82 of 160 JOB# 186565 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.99 2.44 0.41 RLap -3.42 3.63 0.94 RLap 0.81 0.93 2 LLap -0.99 2.44 0.41 LLap -3.42 3.63 0.94 LLap 0.81 0.93 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.56 2.65 1.86 0.30 2 0.56 2.65 1.86 0.30 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.69 3.29 0.76 3.29 2 -0.69 3.29 0.76 3.29 ================================================================================ 186565FS Wall 2 - Panel Design (Bay 2) 12/ 1/23 1:49pm ================================================================================ PANEL DATA: ----------- Bay Rotation Panel Id Part Rot Type Gage Yield Stiffness Height --- -------- --- ---- ----- ----- --------- ------ 2 26 PBR N PBR 26.00 60.0 0.00 19.83 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 83 of 160 JOB# 186565 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 7.33 WP 0.0 116.4 -58.0 116.4 67.0 137.1 0.50 -0.44 0.98 WS 0.0 137.1 77.5 137.1 -89.5 116.4 0.77 0.58 0.98 2 7.33 13.67 WP 67.0 137.1 -9.1 116.4 47.2 137.1 0.49 0.02 0.84 WS -89.5 116.4 12.2 137.1 -63.1 116.4 0.77 -0.02 0.84 3 13.67 19.83 WP 47.2 137.1 -41.1 116.4 0.0 116.4 0.35 -0.22 0.82 WS -63.1 116.4 54.9 137.1 0.0 137.1 0.54 0.29 0.82 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ 186565FS Wall 2 - Panel Zones 12/ 1/23 1:49pm ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- 26 PBR 0.019 60.00 78.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- 12x1.50L 0.21 0.50 1.00 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 4.00 46.00 1 7.33 6.83 0.059 7.33 2 Lt Edge 0.00 4.00 1 7.33 6.83 0.059 7.33 3 Rt Edge 46.00 50.00 2 7.33 6.83 0.059 7.33 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 84 of 160 JOB# 186565 GIRT SCREW CHECK: ----------------- Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 14.28 0.10 0.25 0.37 0.27 0.40 2 1.00 17.56 0.12 0.25 0.37 0.27 0.49 3 1.00 17.56 0.12 0.25 0.37 0.27 0.49 ================================================================================ 186565FS Wall 2 - Weight Summary 12/ 1/23 1:49pm ================================================================================ Girts = 308.76 Jambs/Headers = 0.00 -------- 308.76 ================================================================================ 186565FS Wall 2 - Warning Summary 12/ 1/23 1:49pm ================================================================================ .. No Warnings 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 85 of 160 JOB# 186565 BACK SIDEWALL DESIGN REPORT ================================================================================ 186565FS Wall 4 - Design Code 12/ 1/23 1:50pm ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 21 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 86 of 160 JOB# 186565 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 186565FS Wall 4 - Bypass Girt Layout 12/ 1/23 1:50pm ================================================================================ GIRT LAYOUT: ------------ Des Bay Bay_Offset Design ---Extend-- ----Max_Load--- Locate Id Id Part Start End Length Left Right Weight Id UC Report Rot ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 7.33 1 1 8X25Z16 0.00 25.00 24.67 0.00 3.00 77.2 WS 1.03 Moment D 2 8X25Z16 0.00 25.00 24.67 3.00 0.00 77.2 WS 1.03 Moment D ------ --- --- -------- ----- ----- ------ ----- ----- ------ -- ---- ------- --- 13.67 2 1 8X25Z16 0.00 25.00 24.67 0.00 3.00 77.2 WS 0.94 Moment D 2 8X25Z16 0.00 25.00 24.67 3.00 0.00 77.2 WS 0.94 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 --- --- 0 0 ================================================================================ 186565FS Wall 4 - Girt Design 1 (Locate 7.33) 12/ 1/23 1:50pm ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 8X25Z16 7.3333 24.67 3.00 6.83 0 77.2 0.00 0.70 2 8X25Z16 7.3333 24.67 3.00 6.83 0 77.2 0.00 0.70 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 87 of 160 JOB# 186565 ------ 154.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.67 -0.98 -1.21 0.00 -2.95 8.80 3.37 6.65 2 1.21 0.98 -0.67 6.65 3.37 -2.95 15.87 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.98 2.44 0.40 RLap 3.37 3.92 0.86 RLap 0.80 -0.92 2 LLap 0.98 2.44 0.40 LLap 3.37 3.92 0.86 LLap 0.80 -0.92 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.55 2.65 1.86 0.30 2 0.55 2.65 1.86 0.30 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.77 1.09 1.34 0.00 3.28 8.76 -3.73 -7.37 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 88 of 160 JOB# 186565 2 -1.34 -1.09 0.77 -7.37 -3.73 3.28 15.91 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 1.09 2.44 0.45 RLap -3.73 3.63 1.03 RLap 0.88 1.02 2 LLap -1.09 2.44 0.45 LLap -3.73 3.63 1.03 LLap 0.88 1.02 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.61 2.65 1.86 0.33 2 0.61 2.65 1.86 0.33 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.75 3.29 0.83 3.29 2 -0.75 3.29 0.83 3.29 ================================================================================ 186565FS Wall 4 - Girt Design 2 (Locate 13.67) 12/ 1/23 1:50pm ================================================================================ GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- 1 8X25Z16 13.6667 24.67 3.00 6.25 0 77.2 0.00 0.70 2 8X25Z16 13.6667 24.67 3.00 6.25 0 77.2 0.00 0.70 ------ 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 89 of 160 JOB# 186565 154.4 LOAD ID - 0.6Wind_Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.61 -0.90 -1.11 0.00 -2.70 8.80 3.08 6.09 2 1.11 0.90 -0.61 6.09 3.08 -2.70 15.87 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.90 2.44 0.37 RLap 3.08 3.92 0.78 RLap 0.73 -0.84 2 LLap 0.90 2.44 0.37 LLap 3.08 3.92 0.78 LLap 0.73 -0.84 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.51 2.65 1.86 0.27 2 0.51 2.65 1.86 0.27 LOAD ID - 0.6Wind_Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.70 0.99 1.22 0.00 3.00 9.00 -3.42 -6.74 2 -1.22 -0.99 0.70 -6.74 -3.42 3.00 15.66 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 90 of 160 JOB# 186565 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.99 2.44 0.41 RLap -3.42 3.63 0.94 RLap 0.81 0.93 2 LLap -0.99 2.44 0.41 LLap -3.42 3.63 0.94 LLap 0.81 0.93 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC --- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.56 2.65 1.86 0.30 2 0.56 2.65 1.86 0.30 DEFLECTION (Working Load): -------------------------- Span Wind_Pressure Wind_Suction Id Calc Limit Calc Limit ---- ------ ----- ------ ----- 1 -0.69 3.29 0.76 3.29 2 -0.69 3.29 0.76 3.29 ================================================================================ 186565FS Wall 4 - Panel Design (Bay 2) 12/ 1/23 1:50pm ================================================================================ PANEL DATA: ----------- Bay Rotation Panel Id Part Rot Type Gage Yield Stiffness Height --- -------- --- ---- ----- ----- --------- ------ 2 26 PBR N PBR 26.00 60.0 0.00 19.83 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 91 of 160 JOB# 186565 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 7.33 WP 0.0 116.4 -58.0 116.4 67.0 137.1 0.50 -0.44 0.98 WS 0.0 137.1 77.5 137.1 -89.5 116.4 0.77 0.58 0.98 2 7.33 13.67 WP 67.0 137.1 -9.1 116.4 47.2 137.1 0.49 0.02 0.84 WS -89.5 116.4 12.2 137.1 -63.1 116.4 0.77 -0.02 0.84 3 13.67 19.83 WP 47.2 137.1 -41.1 116.4 0.0 116.4 0.35 -0.22 0.82 WS -63.1 116.4 54.9 137.1 0.0 137.1 0.54 0.29 0.82 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ 186565FS Wall 4 - Panel Zones 12/ 1/23 1:50pm ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- 26 PBR 0.019 60.00 78.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- 12x1.50L 0.21 0.50 1.00 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 4.00 46.00 1 7.33 6.83 0.059 7.33 2 Lt Edge 0.00 4.00 1 7.33 6.83 0.059 7.33 3 Rt Edge 46.00 50.00 2 7.33 6.83 0.059 7.33 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 92 of 160 JOB# 186565 GIRT SCREW CHECK: ----------------- Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 14.28 0.10 0.25 0.37 0.27 0.40 2 1.00 17.56 0.12 0.25 0.37 0.27 0.49 3 1.00 17.56 0.12 0.25 0.37 0.27 0.49 ================================================================================ 186565FS Wall 4 - Weight Summary 12/ 1/23 1:50pm ================================================================================ Girts = 308.76 Jambs/Headers = 0.00 -------- 308.76 ================================================================================ 186565FS Wall 4 - Warning Summary 12/ 1/23 1:50pm ================================================================================ .. No Warnings 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 93 of 160 JOB# 186565 LEFT ENDWALL DESIGN REPORT ================================================================================ 186565FS Wall 3 - Design Code 12/ 1/23 1:52pm ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 21 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 94 of 160 JOB# 186565 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 186565FS Wall 3 - Column & Rafter Design 12/ 1/23 1:52pm ================================================================================ MEMBER LAYOUT: -------------- Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Col1 0.7 8x35C14 8.00 14ga 3.50 14ga 19.2 72.6 11 1.03 Mom+Axl Col2 13.0 W8X10 7.48 0.170 3.94 0.205 23.3 232.6 10 0.64 Mom+Axl Col3 27.0 W8X10 7.48 0.170 3.94 0.205 23.3 232.6 10 0.62 Mom+Axl Col4 39.3 8x35C16 8.00 16ga 3.50 16ga 19.2 61.1 11 0.92 Mom+Axl ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Raf1 Surf 2 8x35C12 8.00 12ga 3.50 12ga 21.1 119.7 1 0.60 Mom+Shr Raf2 Surf 3 8x35C12 8.00 12ga 3.50 12ga 21.1 119.7 1 0.60 Mom+Shr ------- Total= 838.3 DESIGN ACTIONS/STRENGTH: ------------------------ Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Col1 1 1.77 11.14 -0.03 4.17 0.56 6.21 Col1 2 0.45 11.14 -0.01 4.17 0.13 6.21 Col1 3 1.44 11.14 -0.02 4.17 0.45 6.21 Col1 4 -0.67 36.72 0.70 4.17 -3.43 5.42 Col1 5 -1.03 36.72 0.71 4.17 -3.45 5.42 Col1 6 -0.67 36.72 0.81 4.17 3.71 5.44 Col1 7 -1.03 36.72 0.81 4.17 3.69 5.45 Col1 8 -1.76 36.72 0.81 4.17 3.73 5.44 Col1 9 2.84 11.14 -0.81 4.17 3.98 5.42 Col1 10 -1.22 36.72 0.80 4.17 3.82 5.43 Col1 11 3.38 11.14 -0.82 4.17 4.07 5.41 Col1 12 1.24 13.17 -0.62 4.17 3.07 5.40 Col1 13 3.79 11.14 -0.64 4.17 3.26 5.37 Col1 14 1.15 11.14 -0.61 4.17 2.99 5.41 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 95 of 160 JOB# 186565 Col1 15 0.68 13.17 -0.61 4.17 2.98 5.42 Col1 16 0.25 13.17 -0.60 4.17 2.90 5.43 Col1 17 2.80 11.14 -0.62 4.17 3.09 5.40 Col1 18 0.16 11.14 0.60 4.17 2.82 5.44 Col1 19 -0.51 36.72 0.60 4.17 2.81 5.44 Col1 20 -0.74 36.72 0.71 4.17 -3.44 5.42 Col1 21 -1.13 36.72 0.71 4.17 -3.46 5.42 Col1 22 -0.74 36.72 0.81 4.17 3.70 5.45 Col1 23 -1.13 36.72 0.81 4.17 3.68 5.45 Col1 24 -1.86 36.72 0.81 4.17 3.71 5.44 Col1 25 2.74 11.14 -0.81 4.17 3.97 5.42 Col1 26 -1.32 36.72 0.80 4.17 3.80 5.43 Col1 27 3.28 11.14 -0.82 4.17 4.06 5.41 Col1 28 0.46 13.17 -0.01 4.17 0.15 6.21 Col1 29 3.10 11.14 -0.03 4.17 0.57 6.21 Col1 30 1.43 13.17 -0.02 4.17 0.47 6.21 Col1 31 3.44 11.14 -0.04 4.17 0.79 6.21 Col1 32 0.45 13.17 -0.01 4.17 0.14 6.21 Col1 33 2.46 11.14 -0.02 4.17 0.46 6.21 Col1 34 -0.80 36.72 0.00 4.17 0.03 6.21 Col1 35 2.71 11.14 -0.02 4.17 0.45 6.21 Col1 36 -1.86 36.72 0.01 4.17 -0.21 6.21 Col1 37 2.74 11.14 -0.02 4.17 0.29 6.21 Col1 38 -1.32 36.72 0.00 4.17 -0.03 6.21 Col1 39 3.28 11.14 -0.02 4.17 0.47 6.21 Col1 40 -0.74 36.72 0.01 4.17 -0.25 6.21 Col1 41 -1.13 36.72 0.01 4.17 -0.28 6.21 Col1 42 0.83 13.17 -0.01 4.17 0.27 6.21 Col1 43 3.38 11.14 -0.03 4.17 0.65 6.21 Col1 44 1.24 13.17 -0.02 4.17 0.41 6.21 Col1 45 3.79 11.14 -0.04 4.17 0.78 6.21 Col1 46 1.15 11.14 -0.01 4.17 0.25 6.21 Col1 47 0.68 13.17 -0.01 4.17 0.22 6.21 Col1 48 -1.06 36.72 0.00 4.17 -0.06 6.21 Col1 49 2.40 11.14 -0.02 4.17 0.32 6.21 Col1 50 0.25 13.17 0.00 4.17 0.08 6.21 Col1 51 2.80 11.14 -0.02 4.17 0.45 6.21 Col1 52 0.16 11.14 0.00 4.17 -0.08 6.21 Col1 53 -0.51 36.72 0.01 4.17 -0.11 6.21 Col2 1 5.06 38.82 -0.07 26.83 1.63 21.18 Col2 2 1.31 38.82 -0.02 26.83 0.36 21.18 Col2 3 4.12 38.82 -0.06 26.83 1.31 21.18 Col2 4 -1.52 88.62 1.64 26.83 -9.64 16.88 Col2 5 0.54 38.82 1.62 26.83 -9.43 16.85 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 96 of 160 JOB# 186565 Col2 6 -1.52 88.62 1.81 26.83 10.18 16.81 Col2 7 0.54 38.82 1.79 26.83 10.38 16.84 Col2 8 1.55 38.82 1.80 26.83 10.32 16.83 Col2 9 -2.33 88.62 1.81 26.83 10.20 16.81 Col2 10 2.03 38.82 1.79 26.83 10.40 16.84 Col2 11 -1.86 88.62 1.80 26.83 10.28 16.83 Col2 12 5.11 38.82 -1.39 26.83 8.39 16.96 Col2 13 3.03 49.91 -1.38 26.83 8.30 16.94 Col2 14 2.53 38.82 -1.38 26.83 8.23 16.93 Col2 15 3.99 38.82 -1.39 26.83 8.38 16.96 Col2 16 2.29 38.82 -1.35 26.83 7.92 16.87 Col2 17 -0.65 88.62 -1.34 26.83 7.83 16.85 Col2 18 -0.40 88.62 1.35 26.83 7.75 16.84 Col2 19 1.18 38.82 -1.35 26.83 7.90 16.87 Col2 20 -1.81 88.62 1.64 26.83 -9.67 16.89 Col2 21 0.25 38.82 1.62 26.83 -9.47 16.86 Col2 22 -1.81 88.62 1.81 26.83 10.14 16.80 Col2 23 0.25 38.82 1.79 26.83 10.35 16.84 Col2 24 1.26 38.82 1.80 26.83 10.28 16.83 Col2 25 -2.62 88.62 1.81 26.83 10.16 16.81 Col2 26 1.74 38.82 1.79 26.83 10.36 16.84 Col2 27 -2.14 88.62 1.80 26.83 10.24 16.82 Col2 28 3.65 38.82 -0.03 26.83 0.70 21.18 Col2 29 0.91 49.91 -0.01 26.83 0.29 21.18 Col2 30 5.89 38.82 -0.07 26.83 1.57 21.18 Col2 31 3.29 38.82 -0.05 26.83 1.26 21.18 Col2 32 3.08 38.82 -0.03 26.83 0.62 21.18 Col2 33 0.96 49.91 -0.01 26.83 0.30 21.18 Col2 34 2.53 38.82 -0.02 26.83 0.37 21.18 Col2 35 -1.03 88.62 0.00 26.83 -0.04 21.18 Col2 36 1.26 38.82 0.01 26.83 -0.24 21.18 Col2 37 -2.62 88.62 0.02 26.83 -0.48 21.18 Col2 38 1.74 38.82 0.00 26.83 -0.08 21.18 Col2 39 -2.14 88.62 0.01 26.83 -0.32 21.18 Col2 40 -1.81 88.62 0.02 26.83 -0.52 21.18 Col2 41 0.25 38.82 0.00 26.83 -0.11 21.18 Col2 42 4.75 38.82 -0.05 26.83 1.06 21.18 Col2 43 2.68 49.91 -0.04 26.83 0.88 21.18 Col2 44 5.11 38.82 -0.05 26.83 1.18 21.18 Col2 45 3.03 49.91 -0.04 26.83 1.00 21.18 Col2 46 2.53 38.82 -0.04 26.83 0.85 21.18 Col2 47 3.99 38.82 -0.05 26.83 1.16 21.18 Col2 48 1.94 38.82 0.00 26.83 0.11 21.18 Col2 49 -1.00 88.62 0.00 26.83 -0.07 21.18 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 97 of 160 JOB# 186565 Col2 50 2.29 38.82 -0.01 26.83 0.23 21.18 Col2 51 -0.65 88.62 0.00 26.83 0.05 21.18 Col2 52 -0.40 88.62 0.00 26.83 -0.10 21.18 Col2 53 1.18 38.82 -0.01 26.83 0.21 21.18 Col3 1 5.06 38.82 -0.07 26.83 1.63 21.18 Col3 2 1.31 38.82 -0.02 26.83 0.36 21.18 Col3 3 4.12 38.82 -0.06 26.83 1.31 21.18 Col3 4 -0.47 88.62 1.63 26.83 -9.49 16.86 Col3 5 -1.18 88.62 1.64 26.83 -9.61 16.88 Col3 6 -0.47 88.62 1.80 26.83 10.32 16.83 Col3 7 -1.18 88.62 1.81 26.83 10.20 16.81 Col3 8 -0.57 88.62 1.80 26.83 10.31 16.83 Col3 9 -1.84 88.62 1.82 26.83 10.09 16.80 Col3 10 0.14 38.82 1.79 26.83 10.39 16.84 Col3 11 -1.36 88.62 1.81 26.83 10.17 16.81 Col3 12 3.69 38.82 -1.39 26.83 8.39 16.96 Col3 13 2.74 38.82 -1.38 26.83 8.23 16.93 Col3 14 3.41 38.82 -1.39 26.83 8.34 16.95 Col3 15 2.88 38.82 -1.38 26.83 8.25 16.93 Col3 16 0.88 38.82 -1.35 26.83 7.91 16.87 Col3 17 -0.31 88.62 1.35 26.83 7.75 16.83 Col3 18 0.59 38.82 -1.35 26.83 7.86 16.86 Col3 19 -0.17 88.62 1.34 26.83 7.77 16.84 Col3 20 -0.66 88.62 1.63 26.83 -9.52 16.86 Col3 21 -1.37 88.62 1.64 26.83 -9.64 16.88 Col3 22 -0.66 88.62 1.80 26.83 10.29 16.83 Col3 23 -1.37 88.62 1.81 26.83 10.17 16.81 Col3 24 -0.76 88.62 1.80 26.83 10.27 16.83 Col3 25 -2.03 88.62 1.82 26.83 10.06 16.79 Col3 26 -0.29 88.62 1.79 26.83 10.35 16.84 Col3 27 -1.55 88.62 1.81 26.83 10.14 16.80 Col3 28 1.57 38.82 -0.02 26.83 0.44 21.18 Col3 29 1.36 38.82 -0.02 26.83 0.37 21.18 Col3 30 4.32 38.82 -0.06 26.83 1.37 21.18 Col3 31 4.16 38.82 -0.06 26.83 1.32 21.18 Col3 32 1.51 38.82 -0.02 26.83 0.42 21.18 Col3 33 1.35 38.82 -0.02 26.83 0.37 21.18 Col3 34 0.45 38.82 0.00 26.83 0.11 21.18 Col3 35 0.24 38.82 0.00 26.83 0.04 21.18 Col3 36 -0.76 88.62 0.01 26.83 -0.26 21.18 Col3 37 -2.03 88.62 0.03 26.83 -0.69 21.18 Col3 38 -0.29 88.62 0.00 26.83 -0.10 21.18 Col3 39 -1.55 88.62 0.02 26.83 -0.53 21.18 Col3 40 -0.66 88.62 0.01 26.83 -0.22 21.18 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 98 of 160 JOB# 186565 Col3 41 -1.37 88.62 0.02 26.83 -0.46 21.18 Col3 42 3.33 38.82 -0.05 26.83 1.05 21.18 Col3 43 2.38 38.82 -0.03 26.83 0.73 21.18 Col3 44 3.69 38.82 -0.05 26.83 1.17 21.18 Col3 45 2.74 38.82 -0.04 26.83 0.85 21.18 Col3 46 3.41 38.82 -0.05 26.83 1.07 21.18 Col3 47 2.88 38.82 -0.04 26.83 0.89 21.18 Col3 48 0.52 38.82 0.00 26.83 0.10 21.18 Col3 49 -0.66 88.62 0.01 26.83 -0.22 21.18 Col3 50 0.88 38.82 -0.01 26.83 0.22 21.18 Col3 51 -0.31 88.62 0.00 26.83 -0.10 21.18 Col3 52 0.59 38.82 -0.01 26.83 0.12 21.18 Col3 53 -0.17 88.62 0.00 26.83 -0.06 21.18 Col4 1 1.75 8.55 -0.03 2.42 0.56 4.78 Col4 2 0.44 8.55 -0.01 2.42 0.13 4.78 Col4 3 1.43 8.55 -0.02 2.42 0.45 4.78 Col4 4 -0.74 30.96 0.71 2.42 -3.44 4.19 Col4 5 -1.13 30.96 0.71 2.42 -3.51 4.18 Col4 6 -0.74 30.96 0.81 2.42 3.70 4.21 Col4 7 -1.13 30.96 0.82 2.42 3.63 4.22 Col4 8 -0.94 30.96 0.81 2.42 3.66 4.21 Col4 9 -0.47 30.96 0.81 2.42 3.74 4.21 Col4 10 -0.40 30.96 0.80 2.42 3.75 4.21 Col4 11 0.13 8.55 -0.80 2.42 3.83 4.20 Col4 12 1.00 8.55 -0.61 2.42 3.02 4.18 Col4 13 1.35 8.55 -0.62 2.42 3.08 4.17 Col4 14 0.75 8.55 -0.61 2.42 2.98 4.19 Col4 15 0.45 8.55 -0.61 2.42 2.93 4.19 Col4 16 0.01 8.55 0.60 2.42 2.86 4.20 Col4 17 0.37 8.55 -0.60 2.42 2.92 4.19 Col4 18 -0.30 30.96 0.60 2.42 2.81 4.21 Col4 19 -0.60 30.96 0.61 2.42 2.77 4.21 Col4 20 -0.81 30.96 0.71 2.42 -3.45 4.19 Col4 21 -1.20 30.96 0.71 2.42 -3.52 4.18 Col4 22 -0.81 30.96 0.81 2.42 3.69 4.21 Col4 23 -1.20 30.96 0.82 2.42 3.62 4.22 Col4 24 -1.01 30.96 0.82 2.42 3.65 4.22 Col4 25 -0.53 30.96 0.81 2.42 3.73 4.21 Col4 26 -0.47 30.96 0.81 2.42 3.74 4.21 Col4 27 0.04 8.55 -0.80 2.42 3.82 4.20 Col4 28 0.40 8.55 -0.01 2.42 0.11 4.78 Col4 29 0.58 8.55 -0.01 2.42 0.17 4.78 Col4 30 1.40 8.55 -0.02 2.42 0.44 4.78 Col4 31 1.53 8.55 -0.03 2.42 0.49 4.78 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 99 of 160 JOB# 186565 Col4 32 0.41 8.55 -0.01 2.42 0.11 4.78 Col4 33 0.55 8.55 -0.01 2.42 0.16 4.78 Col4 34 0.02 8.55 0.00 2.42 0.00 4.78 Col4 35 0.20 8.55 0.00 2.42 0.06 4.78 Col4 36 -1.01 30.96 0.02 2.42 -0.34 4.78 Col4 37 -0.53 30.96 0.01 2.42 -0.18 4.78 Col4 38 -0.47 30.96 0.01 2.42 -0.16 4.78 Col4 39 0.04 8.55 0.00 2.42 0.00 4.78 Col4 40 -0.81 30.96 0.01 2.42 -0.27 4.78 Col4 41 -1.20 30.96 0.02 2.42 -0.40 4.78 Col4 42 0.59 8.55 -0.01 2.42 0.18 4.78 Col4 43 0.95 8.55 -0.02 2.42 0.30 4.78 Col4 44 1.00 8.55 -0.02 2.42 0.31 4.78 Col4 45 1.35 8.55 -0.02 2.42 0.43 4.78 Col4 46 0.75 8.55 -0.01 2.42 0.23 4.78 Col4 47 0.45 8.55 -0.01 2.42 0.13 4.78 Col4 48 -0.45 30.96 0.01 2.42 -0.15 4.78 Col4 49 -0.10 30.96 0.00 2.42 -0.03 4.78 Col4 50 0.01 8.55 0.00 2.42 -0.02 4.78 Col4 51 0.37 8.55 -0.01 2.42 0.10 4.78 Col4 52 -0.30 30.96 0.01 2.42 -0.10 4.78 Col4 53 -0.60 30.96 0.01 2.42 -0.20 4.78 ----- ---- ------ ------ ------ ------ ------ ------ Raf1 1 0.74 27.14 -2.35 12.24 5.79 10.21 Raf1 2 0.17 27.14 -0.52 12.24 1.29 10.21 Raf1 3 0.60 27.14 -1.89 12.24 4.67 10.21 Raf1 4 -1.42 55.10 0.88 12.24 2.00 9.61 Raf1 5 -1.84 55.10 0.54 12.24 -2.24 9.69 Raf1 6 -1.42 55.10 0.88 12.24 2.00 9.61 Raf1 7 -1.84 55.10 0.54 12.24 -2.24 9.69 Raf1 8 -1.75 55.10 0.86 12.24 -2.17 9.66 Raf1 9 0.38 28.02 0.61 12.24 -1.41 10.21 Raf1 10 1.27 28.02 0.50 12.24 1.22 9.61 Raf1 11 1.10 28.02 -0.44 12.24 1.46 9.67 Raf1 12 1.31 28.02 1.50 12.24 3.81 10.21 Raf1 13 1.18 28.02 -1.52 12.24 3.42 10.21 Raf1 14 -1.27 55.10 1.34 12.24 3.36 10.21 Raf1 15 -1.50 55.10 1.70 12.24 4.30 10.21 Raf1 16 1.03 28.02 0.25 12.24 -1.27 9.67 Raf1 17 0.89 28.02 -0.17 12.24 0.70 9.70 Raf1 18 -1.06 55.10 0.39 12.24 -1.59 9.69 Raf1 19 -1.38 55.10 0.42 12.24 -2.08 9.67 Raf1 20 -1.42 55.10 0.97 12.24 2.14 9.61 Raf1 21 -1.84 55.10 0.54 12.24 -2.13 9.69 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 100 of 160 JOB# 186565 Raf1 22 -1.42 55.10 0.97 12.24 2.14 9.61 Raf1 23 -1.84 55.10 0.54 12.24 -2.13 9.69 Raf1 24 -1.76 55.10 0.95 12.24 2.27 9.61 Raf1 25 0.36 28.02 0.71 12.24 -1.64 10.21 Raf1 26 1.25 28.02 0.60 12.24 1.36 9.61 Raf1 27 1.08 28.02 -0.53 12.24 1.57 9.67 Raf1 28 -0.59 55.10 0.80 12.24 2.03 10.21 Raf1 29 1.36 28.02 -0.48 12.24 -0.95 9.61 Raf1 30 0.42 28.02 2.03 12.24 5.22 10.21 Raf1 31 1.34 28.02 -1.86 12.24 4.35 10.21 Raf1 32 -0.43 55.10 0.73 12.24 1.85 10.21 Raf1 33 1.06 28.02 -0.49 12.24 0.97 10.21 Raf1 34 -0.74 55.10 0.35 12.24 -1.08 9.66 Raf1 35 1.26 28.02 -0.17 12.24 0.82 9.68 Raf1 36 -1.76 55.10 0.95 12.24 2.27 9.61 Raf1 37 0.36 28.02 0.71 12.24 -1.64 10.21 Raf1 38 1.25 28.02 0.60 12.24 1.36 9.61 Raf1 39 1.08 28.02 -0.53 12.24 1.57 9.67 Raf1 40 -1.42 55.10 0.97 12.24 2.14 9.61 Raf1 41 -1.84 55.10 0.54 12.24 -2.13 9.69 Raf1 42 0.77 28.02 1.43 12.24 -3.59 9.64 Raf1 43 0.64 28.02 -1.26 12.24 3.18 10.21 Raf1 44 1.31 28.02 1.50 12.24 3.81 10.21 Raf1 45 1.18 28.02 -1.52 12.24 3.42 10.21 Raf1 46 -1.27 55.10 1.34 12.24 3.36 10.21 Raf1 47 -1.50 55.10 1.70 12.24 4.30 10.21 Raf1 48 -1.31 55.10 0.45 12.24 -2.02 9.65 Raf1 49 0.35 28.02 0.11 12.24 0.22 9.61 Raf1 50 1.03 28.02 0.25 12.24 -1.27 9.67 Raf1 51 0.89 28.02 -0.17 12.24 0.70 9.70 Raf1 52 -1.06 55.10 0.39 12.24 -1.59 9.69 Raf1 53 -1.38 55.10 0.42 12.24 -2.08 9.67 Raf2 1 0.74 27.14 2.35 12.24 5.79 10.21 Raf2 2 0.17 27.14 0.52 12.24 1.29 10.21 Raf2 3 0.60 27.14 1.89 12.24 4.67 10.21 Raf2 4 -1.46 55.10 -0.41 12.24 -1.59 9.71 Raf2 5 -1.80 55.10 -0.85 12.24 -2.24 9.69 Raf2 6 -1.46 55.10 -0.41 12.24 -1.59 9.71 Raf2 7 -1.80 55.10 -0.85 12.24 -2.24 9.69 Raf2 8 -1.77 55.10 -0.55 12.24 -2.17 9.66 Raf2 9 0.58 28.02 -0.95 12.24 -2.10 10.21 Raf2 10 -0.90 55.10 -0.27 12.24 -1.17 9.69 Raf2 11 1.30 28.02 0.70 12.24 -1.77 10.21 Raf2 12 -1.17 55.10 -1.69 12.24 4.33 10.21 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 101 of 160 JOB# 186565 Raf2 13 1.33 28.02 1.27 12.24 2.91 10.21 Raf2 14 -1.50 55.10 -1.60 12.24 4.08 10.21 Raf2 15 -1.59 55.10 -1.43 12.24 -3.65 9.65 Raf2 16 -0.71 55.10 -0.39 12.24 -1.27 9.67 Raf2 17 1.05 28.02 0.19 12.24 0.70 9.70 Raf2 18 -1.09 55.10 -0.32 12.24 -1.59 9.69 Raf2 19 -1.35 55.10 -0.49 12.24 -2.08 9.67 Raf2 20 -1.46 55.10 -0.50 12.24 -1.48 9.71 Raf2 21 -1.81 55.10 -0.95 12.24 2.27 9.61 Raf2 22 -1.46 55.10 -0.50 12.24 -1.48 9.71 Raf2 23 -1.81 55.10 -0.95 12.24 2.27 9.61 Raf2 24 -1.77 55.10 -0.61 12.24 -2.06 9.67 Raf2 25 0.56 28.02 -1.04 12.24 -2.33 10.21 Raf2 26 -0.90 55.10 -0.27 12.24 -1.06 9.70 Raf2 27 1.28 28.02 0.79 12.24 -2.00 10.21 Raf2 28 -0.59 55.10 -0.69 12.24 1.74 10.21 Raf2 29 0.56 27.14 0.62 12.24 -1.20 9.61 Raf2 30 -0.94 55.10 -1.95 12.24 5.01 10.21 Raf2 31 0.88 27.14 1.97 12.24 4.56 10.21 Raf2 32 -0.49 55.10 -0.65 12.24 1.63 10.21 Raf2 33 0.45 27.14 0.60 12.24 1.18 10.21 Raf2 34 -0.55 55.10 -0.24 12.24 -1.08 9.66 Raf2 35 0.56 27.14 0.20 12.24 0.82 9.68 Raf2 36 -1.77 55.10 -0.61 12.24 -2.06 9.67 Raf2 37 0.56 28.02 -1.04 12.24 -2.33 10.21 Raf2 38 -0.90 55.10 -0.27 12.24 -1.06 9.70 Raf2 39 1.28 28.02 0.79 12.24 -2.00 10.21 Raf2 40 -1.46 55.10 -0.50 12.24 -1.48 9.71 Raf2 41 -1.81 55.10 -0.95 12.24 2.27 9.61 Raf2 42 -1.71 55.10 -1.62 12.24 4.08 10.21 Raf2 43 0.79 28.02 -1.04 12.24 2.66 10.21 Raf2 44 -1.17 55.10 -1.69 12.24 4.33 10.21 Raf2 45 1.33 28.02 1.27 12.24 2.91 10.21 Raf2 46 -1.50 55.10 -1.60 12.24 4.08 10.21 Raf2 47 -1.59 55.10 -1.43 12.24 -3.65 9.65 Raf2 48 -1.32 55.10 -0.42 12.24 -2.02 9.65 Raf2 49 0.51 28.02 -0.36 12.24 0.68 9.61 Raf2 50 -0.71 55.10 -0.39 12.24 -1.27 9.67 Raf2 51 1.05 28.02 0.19 12.24 0.70 9.70 Raf2 52 -1.09 55.10 -0.32 12.24 -1.59 9.69 Raf2 53 -1.35 55.10 -0.49 12.24 -2.08 9.67 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 102 of 160 JOB# 186565 STRENGTH RATIO: --------------- Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Col1 1 0.16 0.01 0.09 0.21 0.00 0.21 Col1 2 0.04 0.00 0.02 0.05 0.00 0.05 Col1 3 0.13 0.01 0.07 0.17 0.00 0.17 Col1 4 0.02 0.17 0.63 0.63 0.44 0.63 Col1 5 0.03 0.17 0.64 0.61 0.44 0.61 Col1 6 0.02 0.19 0.68 0.68 0.46 0.68 Col1 7 0.03 0.19 0.68 0.65 0.46 0.65 Col1 8 0.05 0.19 0.68 0.64 0.46 0.64 Col1 9 0.25 0.20 0.73 0.97 0.51 0.97 Col1 10 0.03 0.19 0.70 0.67 0.47 0.67 Col1 11 0.30 0.20 0.75 1.03 0.53 1.03 Col1 12 0.09 0.15 0.57 0.60 0.40 0.60 Col1 13 0.34 0.15 0.61 0.92 0.45 0.92 Col1 14 0.10 0.15 0.55 0.64 0.38 0.64 Col1 15 0.05 0.15 0.55 0.59 0.38 0.59 Col1 16 0.02 0.14 0.54 0.52 0.36 0.52 Col1 17 0.25 0.15 0.57 0.80 0.41 0.80 Col1 18 0.01 0.14 0.52 0.53 0.35 0.53 Col1 19 0.01 0.14 0.52 0.50 0.35 0.50 Col1 20 0.02 0.17 0.64 0.63 0.44 0.63 Col1 21 0.03 0.17 0.64 0.61 0.44 0.61 Col1 22 0.02 0.19 0.68 0.67 0.46 0.67 Col1 23 0.03 0.19 0.68 0.65 0.46 0.65 Col1 24 0.05 0.19 0.68 0.63 0.46 0.63 Col1 25 0.25 0.20 0.73 0.96 0.51 0.96 Col1 26 0.04 0.19 0.70 0.66 0.47 0.66 Col1 27 0.29 0.20 0.75 1.02 0.53 1.02 Col1 28 0.04 0.00 0.02 0.06 0.00 0.06 Col1 29 0.28 0.01 0.09 0.31 0.00 0.31 Col1 30 0.11 0.01 0.08 0.18 0.00 0.18 Col1 31 0.31 0.01 0.13 0.36 0.00 0.36 Col1 32 0.03 0.00 0.02 0.05 0.00 0.05 Col1 33 0.22 0.01 0.07 0.24 0.00 0.24 Col1 34 0.02 0.00 0.01 0.02 0.00 0.02 Col1 35 0.24 0.01 0.07 0.26 0.00 0.26 Col1 36 0.05 0.00 0.03 0.06 0.00 0.06 Col1 37 0.25 0.00 0.05 0.26 0.00 0.26 Col1 38 0.04 0.00 0.00 0.04 0.00 0.04 Col1 39 0.29 0.01 0.08 0.31 0.00 0.31 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 103 of 160 JOB# 186565 Col1 40 0.02 0.00 0.04 0.05 0.00 0.05 Col1 41 0.03 0.00 0.04 0.06 0.00 0.06 Col1 42 0.06 0.00 0.04 0.10 0.00 0.10 Col1 43 0.30 0.01 0.10 0.34 0.00 0.34 Col1 44 0.09 0.01 0.07 0.15 0.00 0.15 Col1 45 0.34 0.01 0.13 0.38 0.00 0.38 Col1 46 0.10 0.00 0.04 0.11 0.00 0.11 Col1 47 0.05 0.00 0.04 0.08 0.00 0.08 Col1 48 0.03 0.00 0.01 0.03 0.00 0.03 Col1 49 0.21 0.00 0.05 0.23 0.00 0.23 Col1 50 0.02 0.00 0.01 0.03 0.00 0.03 Col1 51 0.25 0.01 0.07 0.27 0.00 0.27 Col1 52 0.01 0.00 0.01 0.02 0.00 0.02 Col1 53 0.01 0.00 0.02 0.02 0.00 0.02 Col2 1 0.13 0.00 0.08 0.13 0.13 Col2 2 0.03 0.00 0.02 0.03 0.03 Col2 3 0.11 0.00 0.06 0.11 0.11 Col2 4 0.02 0.06 0.57 0.54 0.54 Col2 5 0.01 0.06 0.56 0.56 0.56 Col2 6 0.02 0.07 0.61 0.58 0.58 Col2 7 0.01 0.07 0.62 0.62 0.62 Col2 8 0.04 0.07 0.61 0.63 0.63 Col2 9 0.03 0.07 0.61 0.57 0.57 Col2 10 0.05 0.07 0.62 0.64 0.64 Col2 11 0.02 0.07 0.61 0.58 0.58 Col2 12 0.13 0.05 0.49 0.55 0.55 Col2 13 0.06 0.05 0.49 0.51 0.51 Col2 14 0.07 0.05 0.49 0.51 0.51 Col2 15 0.10 0.05 0.49 0.53 0.53 Col2 16 0.06 0.05 0.47 0.49 0.49 Col2 17 0.01 0.05 0.46 0.45 0.45 Col2 18 0.00 0.05 0.46 0.45 0.45 Col2 19 0.03 0.05 0.47 0.48 0.48 Col2 20 0.02 0.06 0.57 0.54 0.54 Col2 21 0.01 0.06 0.56 0.56 0.56 Col2 22 0.02 0.07 0.60 0.57 0.57 Col2 23 0.01 0.07 0.61 0.62 0.62 Col2 24 0.03 0.07 0.61 0.62 0.62 Col2 25 0.03 0.07 0.60 0.56 0.56 Col2 26 0.04 0.07 0.62 0.63 0.63 Col2 27 0.02 0.07 0.61 0.57 0.57 Col2 28 0.09 0.00 0.03 0.09 0.09 Col2 29 0.02 0.00 0.01 0.02 0.02 Col2 30 0.15 0.00 0.07 0.15 0.15 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 104 of 160 JOB# 186565 Col2 31 0.08 0.00 0.06 0.10 0.10 Col2 32 0.08 0.00 0.03 0.08 0.08 Col2 33 0.02 0.00 0.01 0.02 0.02 Col2 34 0.07 0.00 0.02 0.07 0.07 Col2 35 0.01 0.00 0.00 0.01 0.01 Col2 36 0.03 0.00 0.01 0.03 0.03 Col2 37 0.03 0.00 0.02 0.03 0.03 Col2 38 0.04 0.00 0.00 0.04 0.04 Col2 39 0.02 0.00 0.01 0.02 0.02 Col2 40 0.02 0.00 0.02 0.03 0.03 Col2 41 0.01 0.00 0.01 0.01 0.01 Col2 42 0.12 0.00 0.05 0.12 0.12 Col2 43 0.05 0.00 0.04 0.07 0.07 Col2 44 0.13 0.00 0.06 0.13 0.13 Col2 45 0.06 0.00 0.05 0.08 0.08 Col2 46 0.07 0.00 0.04 0.07 0.07 Col2 47 0.10 0.00 0.05 0.10 0.10 Col2 48 0.05 0.00 0.01 0.05 0.05 Col2 49 0.01 0.00 0.00 0.01 0.01 Col2 50 0.06 0.00 0.01 0.06 0.06 Col2 51 0.01 0.00 0.00 0.01 0.01 Col2 52 0.00 0.00 0.00 0.01 0.01 Col2 53 0.03 0.00 0.01 0.03 0.03 Col3 1 0.13 0.00 0.08 0.13 0.13 Col3 2 0.03 0.00 0.02 0.03 0.03 Col3 3 0.11 0.00 0.06 0.11 0.11 Col3 4 0.01 0.06 0.56 0.56 0.56 Col3 5 0.01 0.06 0.57 0.55 0.55 Col3 6 0.01 0.07 0.61 0.61 0.61 Col3 7 0.01 0.07 0.61 0.59 0.59 Col3 8 0.01 0.07 0.61 0.60 0.60 Col3 9 0.02 0.07 0.60 0.57 0.57 Col3 10 0.00 0.07 0.62 0.62 0.62 Col3 11 0.02 0.07 0.61 0.58 0.58 Col3 12 0.10 0.05 0.49 0.53 0.53 Col3 13 0.07 0.05 0.49 0.51 0.51 Col3 14 0.09 0.05 0.49 0.53 0.53 Col3 15 0.07 0.05 0.49 0.52 0.52 Col3 16 0.02 0.05 0.47 0.48 0.48 Col3 17 0.00 0.05 0.46 0.46 0.46 Col3 18 0.02 0.05 0.47 0.47 0.47 Col3 19 0.00 0.05 0.46 0.46 0.46 Col3 20 0.01 0.06 0.56 0.55 0.55 Col3 21 0.02 0.06 0.57 0.55 0.55 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 105 of 160 JOB# 186565 Col3 22 0.01 0.07 0.61 0.60 0.60 Col3 23 0.02 0.07 0.61 0.58 0.58 Col3 24 0.01 0.07 0.61 0.60 0.60 Col3 25 0.02 0.07 0.60 0.56 0.56 Col3 26 0.00 0.07 0.61 0.61 0.61 Col3 27 0.02 0.07 0.60 0.58 0.58 Col3 28 0.04 0.00 0.02 0.04 0.04 Col3 29 0.04 0.00 0.02 0.04 0.04 Col3 30 0.11 0.00 0.06 0.11 0.11 Col3 31 0.11 0.00 0.06 0.11 0.11 Col3 32 0.04 0.00 0.02 0.04 0.04 Col3 33 0.03 0.00 0.02 0.03 0.03 Col3 34 0.01 0.00 0.01 0.01 0.01 Col3 35 0.01 0.00 0.00 0.01 0.01 Col3 36 0.01 0.00 0.01 0.02 0.02 Col3 37 0.02 0.00 0.03 0.04 0.04 Col3 38 0.00 0.00 0.00 0.01 0.01 Col3 39 0.02 0.00 0.02 0.03 0.03 Col3 40 0.01 0.00 0.01 0.01 0.01 Col3 41 0.02 0.00 0.02 0.03 0.03 Col3 42 0.09 0.00 0.05 0.09 0.09 Col3 43 0.06 0.00 0.03 0.06 0.06 Col3 44 0.10 0.00 0.06 0.10 0.10 Col3 45 0.07 0.00 0.04 0.07 0.07 Col3 46 0.09 0.00 0.05 0.09 0.09 Col3 47 0.07 0.00 0.04 0.07 0.07 Col3 48 0.01 0.00 0.00 0.01 0.01 Col3 49 0.01 0.00 0.01 0.01 0.01 Col3 50 0.02 0.00 0.01 0.02 0.02 Col3 51 0.00 0.00 0.00 0.01 0.01 Col3 52 0.02 0.00 0.01 0.02 0.02 Col3 53 0.00 0.00 0.00 0.00 0.00 Col4 1 0.21 0.01 0.12 0.28 0.28 Col4 2 0.05 0.00 0.03 0.06 0.06 Col4 3 0.17 0.01 0.10 0.22 0.22 Col4 4 0.02 0.29 0.82 0.80 0.80 Col4 5 0.04 0.29 0.84 0.80 0.80 Col4 6 0.02 0.33 0.88 0.85 0.85 Col4 7 0.04 0.34 0.86 0.83 0.83 Col4 8 0.03 0.34 0.87 0.84 0.84 Col4 9 0.02 0.33 0.89 0.88 0.88 Col4 10 0.01 0.33 0.89 0.88 0.88 Col4 11 0.02 0.33 0.91 0.92 0.92 Col4 12 0.12 0.25 0.72 0.83 0.83 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 106 of 160 JOB# 186565 Col4 13 0.16 0.26 0.74 0.88 0.88 Col4 14 0.09 0.25 0.71 0.79 0.79 Col4 15 0.05 0.25 0.70 0.74 0.74 Col4 16 0.00 0.25 0.68 0.68 0.68 Col4 17 0.04 0.25 0.70 0.73 0.73 Col4 18 0.01 0.25 0.67 0.66 0.66 Col4 19 0.02 0.25 0.66 0.64 0.64 Col4 20 0.03 0.29 0.83 0.80 0.80 Col4 21 0.04 0.29 0.84 0.80 0.80 Col4 22 0.03 0.34 0.87 0.85 0.85 Col4 23 0.04 0.34 0.86 0.82 0.82 Col4 24 0.03 0.34 0.87 0.83 0.83 Col4 25 0.02 0.33 0.89 0.87 0.87 Col4 26 0.02 0.33 0.89 0.87 0.87 Col4 27 0.00 0.33 0.91 0.91 0.91 Col4 28 0.05 0.00 0.02 0.05 0.05 Col4 29 0.07 0.00 0.04 0.08 0.08 Col4 30 0.16 0.01 0.09 0.22 0.22 Col4 31 0.18 0.01 0.10 0.24 0.24 Col4 32 0.05 0.00 0.02 0.06 0.06 Col4 33 0.06 0.00 0.03 0.08 0.08 Col4 34 0.00 0.00 0.00 0.00 0.00 Col4 35 0.02 0.00 0.01 0.03 0.03 Col4 36 0.03 0.01 0.07 0.08 0.08 Col4 37 0.02 0.00 0.04 0.04 0.04 Col4 38 0.02 0.00 0.03 0.04 0.04 Col4 39 0.00 0.00 0.00 0.00 0.00 Col4 40 0.03 0.01 0.06 0.07 0.07 Col4 41 0.04 0.01 0.08 0.10 0.10 Col4 42 0.07 0.00 0.04 0.09 0.09 Col4 43 0.11 0.01 0.06 0.14 0.14 Col4 44 0.12 0.01 0.07 0.15 0.15 Col4 45 0.16 0.01 0.09 0.21 0.21 Col4 46 0.09 0.00 0.05 0.11 0.11 Col4 47 0.05 0.00 0.03 0.06 0.06 Col4 48 0.01 0.00 0.03 0.04 0.04 Col4 49 0.00 0.00 0.01 0.01 0.01 Col4 50 0.00 0.00 0.00 0.00 0.00 Col4 51 0.04 0.00 0.02 0.05 0.05 Col4 52 0.01 0.00 0.02 0.03 0.03 Col4 53 0.02 0.00 0.04 0.05 0.05 ----- ---- ----- ----- ------ ------ ------ ----- Raf1 1 0.03 0.19 0.57 0.59 0.60 Raf1 2 0.01 0.04 0.13 0.13 0.13 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 107 of 160 JOB# 186565 Raf1 3 0.02 0.15 0.46 0.48 0.48 Raf1 4 0.03 0.07 0.21 0.19 0.19 Raf1 5 0.03 0.04 0.23 0.23 0.23 Raf1 6 0.03 0.07 0.21 0.19 0.19 Raf1 7 0.03 0.04 0.23 0.23 0.23 Raf1 8 0.03 0.07 0.22 0.24 0.24 Raf1 9 0.01 0.05 0.14 0.15 0.15 Raf1 10 0.05 0.04 0.13 0.17 0.17 Raf1 11 0.04 0.04 0.15 0.18 0.18 Raf1 12 0.05 0.12 0.37 0.38 0.39 Raf1 13 0.04 0.12 0.34 0.38 0.38 Raf1 14 0.02 0.11 0.33 0.32 0.35 Raf1 15 0.03 0.14 0.42 0.41 0.44 Raf1 16 0.04 0.02 0.13 0.12 0.13 Raf1 17 0.03 0.01 0.07 0.09 0.09 Raf1 18 0.02 0.03 0.16 0.16 0.16 Raf1 19 0.02 0.03 0.21 0.20 0.21 Raf1 20 0.03 0.08 0.22 0.21 0.21 Raf1 21 0.03 0.04 0.22 0.22 0.22 Raf1 22 0.03 0.08 0.22 0.21 0.21 Raf1 23 0.03 0.04 0.22 0.22 0.22 Raf1 24 0.03 0.08 0.24 0.25 0.25 Raf1 25 0.01 0.06 0.16 0.17 0.17 Raf1 26 0.04 0.05 0.14 0.18 0.18 Raf1 27 0.04 0.04 0.16 0.19 0.19 Raf1 28 0.01 0.07 0.20 0.20 0.21 Raf1 29 0.05 0.04 0.10 0.14 0.14 Raf1 30 0.01 0.17 0.51 0.51 0.54 Raf1 31 0.05 0.15 0.43 0.47 0.47 Raf1 32 0.01 0.06 0.18 0.18 0.19 Raf1 33 0.04 0.04 0.10 0.12 0.12 Raf1 34 0.01 0.03 0.11 0.10 0.11 Raf1 35 0.04 0.01 0.09 0.11 0.11 Raf1 36 0.03 0.08 0.24 0.25 0.25 Raf1 37 0.01 0.06 0.16 0.17 0.17 Raf1 38 0.04 0.05 0.14 0.18 0.18 Raf1 39 0.04 0.04 0.16 0.19 0.19 Raf1 40 0.03 0.08 0.22 0.21 0.21 Raf1 41 0.03 0.04 0.22 0.22 0.22 Raf1 42 0.03 0.12 0.37 0.35 0.37 Raf1 43 0.02 0.10 0.31 0.33 0.33 Raf1 44 0.05 0.12 0.37 0.38 0.39 Raf1 45 0.04 0.12 0.34 0.38 0.38 Raf1 46 0.02 0.11 0.33 0.32 0.35 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 108 of 160 JOB# 186565 Raf1 47 0.03 0.14 0.42 0.41 0.44 Raf1 48 0.02 0.04 0.21 0.20 0.20 Raf1 49 0.01 0.01 0.02 0.03 0.03 Raf1 50 0.04 0.02 0.13 0.12 0.13 Raf1 51 0.03 0.01 0.07 0.09 0.09 Raf1 52 0.02 0.03 0.16 0.16 0.16 Raf1 53 0.02 0.03 0.21 0.20 0.21 Raf2 1 0.03 0.19 0.57 0.59 0.60 0.60 Raf2 2 0.01 0.04 0.13 0.13 0.13 0.13 Raf2 3 0.02 0.15 0.46 0.48 0.48 0.48 Raf2 4 0.03 0.03 0.16 0.16 0.16 0.16 Raf2 5 0.03 0.07 0.23 0.23 0.23 0.23 Raf2 6 0.03 0.03 0.16 0.16 0.16 0.16 Raf2 7 0.03 0.07 0.23 0.23 0.23 0.23 Raf2 8 0.03 0.05 0.22 0.22 0.22 0.22 Raf2 9 0.02 0.08 0.21 0.22 0.22 0.22 Raf2 10 0.02 0.02 0.12 0.12 0.12 0.12 Raf2 11 0.05 0.06 0.17 0.22 0.18 0.22 Raf2 12 0.02 0.14 0.42 0.42 0.45 0.45 Raf2 13 0.05 0.10 0.28 0.33 0.30 0.33 Raf2 14 0.03 0.13 0.40 0.39 0.42 0.42 Raf2 15 0.03 0.12 0.38 0.35 0.37 0.37 Raf2 16 0.01 0.03 0.13 0.12 0.13 0.13 Raf2 17 0.04 0.02 0.07 0.09 0.07 0.09 Raf2 18 0.02 0.03 0.16 0.16 0.16 0.16 Raf2 19 0.02 0.04 0.21 0.20 0.21 0.21 Raf2 20 0.03 0.04 0.15 0.15 0.15 0.15 Raf2 21 0.03 0.08 0.24 0.22 0.22 0.22 Raf2 22 0.03 0.04 0.15 0.15 0.15 0.15 Raf2 23 0.03 0.08 0.24 0.22 0.22 0.22 Raf2 24 0.03 0.05 0.21 0.21 0.21 0.21 Raf2 25 0.02 0.09 0.23 0.25 0.24 0.25 Raf2 26 0.02 0.02 0.11 0.11 0.11 0.11 Raf2 27 0.05 0.06 0.20 0.24 0.21 0.24 Raf2 28 0.01 0.06 0.17 0.17 0.18 0.18 Raf2 29 0.02 0.05 0.12 0.13 0.12 0.13 Raf2 30 0.02 0.16 0.49 0.50 0.52 0.52 Raf2 31 0.03 0.16 0.45 0.48 0.47 0.48 Raf2 32 0.01 0.05 0.16 0.16 0.17 0.17 Raf2 33 0.02 0.05 0.12 0.13 0.13 0.13 Raf2 34 0.01 0.02 0.11 0.10 0.11 0.11 Raf2 35 0.02 0.02 0.09 0.11 0.08 0.11 Raf2 36 0.03 0.05 0.21 0.21 0.21 0.21 Raf2 37 0.02 0.09 0.23 0.25 0.24 0.25 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 109 of 160 JOB# 186565 Raf2 38 0.02 0.02 0.11 0.11 0.11 0.11 Raf2 39 0.05 0.06 0.20 0.24 0.21 0.24 Raf2 40 0.03 0.04 0.15 0.15 0.15 0.15 Raf2 41 0.03 0.08 0.24 0.22 0.22 0.22 Raf2 42 0.03 0.13 0.40 0.39 0.42 0.42 Raf2 43 0.03 0.08 0.26 0.28 0.27 0.28 Raf2 44 0.02 0.14 0.42 0.42 0.45 0.45 Raf2 45 0.05 0.10 0.28 0.33 0.30 0.33 Raf2 46 0.03 0.13 0.40 0.39 0.42 0.42 Raf2 47 0.03 0.12 0.38 0.35 0.37 0.37 Raf2 48 0.02 0.03 0.21 0.20 0.20 0.20 Raf2 49 0.02 0.03 0.07 0.08 0.08 0.08 Raf2 50 0.01 0.03 0.13 0.12 0.13 0.13 Raf2 51 0.04 0.02 0.07 0.09 0.07 0.09 Raf2 52 0.02 0.03 0.16 0.16 0.16 0.16 Raf2 53 0.02 0.04 0.21 0.20 0.21 0.21 COLUMN REACTIONS: ----------------- Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- Col1 1 1.77 0.00 0.03 0.00 Col1 2 0.45 0.00 0.01 0.00 Col1 3 1.44 0.00 0.02 0.00 Col1 4 -0.15 0.00 -0.70 -0.69 Col1 5 -1.44 0.40 -0.71 -0.69 Col1 6 -0.15 0.00 0.79 0.80 Col1 7 -1.44 0.40 0.78 0.80 Col1 8 -3.55 1.64 0.79 0.80 Col1 9 2.84 0.00 0.81 0.80 Col1 10 -3.01 1.64 0.80 0.80 Col1 11 3.38 0.00 0.82 0.80 Col1 12 -1.00 1.23 0.62 0.60 Col1 13 3.79 0.00 0.64 0.60 Col1 14 1.15 0.00 0.61 0.60 Col1 15 0.17 0.30 0.61 0.60 Col1 16 -1.99 1.23 0.60 0.60 Col1 17 2.80 0.00 0.62 0.60 Col1 18 0.16 0.00 0.59 0.60 Col1 19 -0.81 0.30 0.59 0.60 Col1 20 -0.24 0.00 -0.71 -0.69 Col1 21 -1.54 0.40 -0.71 -0.69 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 110 of 160 JOB# 186565 Col1 22 -0.24 0.00 0.78 0.80 Col1 23 -1.54 0.40 0.78 0.80 Col1 24 -3.64 1.64 0.79 0.80 Col1 25 2.74 0.00 0.81 0.80 Col1 26 -3.10 1.64 0.80 0.80 Col1 27 3.28 0.00 0.82 0.80 Col1 28 -1.69 1.19 0.01 0.00 Col1 29 3.10 0.00 0.03 0.00 Col1 30 -0.19 0.90 0.02 0.00 Col1 31 3.44 0.00 0.04 0.00 Col1 32 -1.17 0.90 0.01 0.00 Col1 33 2.46 0.00 0.02 0.00 Col1 34 -2.08 1.19 0.00 0.00 Col1 35 2.71 0.00 0.02 0.00 Col1 36 -3.64 1.64 -0.01 0.00 Col1 37 2.74 0.00 0.02 0.00 Col1 38 -3.10 1.64 0.00 0.00 Col1 39 3.28 0.00 0.02 0.00 Col1 40 -0.24 0.00 -0.01 0.00 Col1 41 -1.54 0.40 -0.01 0.00 Col1 42 -1.41 1.23 0.01 0.00 Col1 43 3.38 0.00 0.03 0.00 Col1 44 -1.00 1.23 0.02 0.00 Col1 45 3.79 0.00 0.04 0.00 Col1 46 1.15 0.00 0.01 0.00 Col1 47 0.17 0.30 0.01 0.00 Col1 48 -2.39 1.23 0.00 0.00 Col1 49 2.40 0.00 0.02 0.00 Col1 50 -1.99 1.23 0.00 0.00 Col1 51 2.80 0.00 0.02 0.00 Col1 52 0.16 0.00 0.00 0.00 Col1 53 -0.81 0.30 -0.01 0.00 Col2 1 5.06 0.00 0.07 0.00 Col2 2 1.31 0.00 0.02 0.00 Col2 3 4.12 0.00 0.06 0.00 Col2 4 -1.86 0.40 -1.64 -1.62 Col2 5 0.54 0.00 -1.62 -1.62 Col2 6 -1.86 0.40 1.77 1.79 Col2 7 0.54 0.00 1.79 1.79 Col2 8 1.55 0.00 1.78 1.79 Col2 9 -4.04 1.64 1.77 1.79 Col2 10 2.03 0.00 1.79 1.79 Col2 11 -3.56 1.64 1.78 1.79 Col2 12 5.11 0.00 1.39 1.34 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 111 of 160 JOB# 186565 Col2 13 0.91 1.23 1.38 1.34 Col2 14 2.19 0.30 1.38 1.34 Col2 15 3.99 0.00 1.39 1.34 Col2 16 2.29 0.00 1.35 1.34 Col2 17 -1.90 1.23 1.34 1.34 Col2 18 -0.62 0.30 1.34 1.34 Col2 19 1.18 0.00 1.35 1.34 Col2 20 -2.14 0.40 -1.64 -1.62 Col2 21 0.25 0.00 -1.62 -1.62 Col2 22 -2.14 0.40 1.77 1.79 Col2 23 0.25 0.00 1.78 1.79 Col2 24 1.26 0.00 1.78 1.79 Col2 25 -4.32 1.64 1.77 1.79 Col2 26 1.74 0.00 1.79 1.79 Col2 27 -3.85 1.64 1.78 1.79 Col2 28 3.65 0.00 0.03 0.00 Col2 29 -1.11 1.19 0.01 0.00 Col2 30 5.89 0.00 0.07 0.00 Col2 31 2.29 0.90 0.05 0.00 Col2 32 3.08 0.00 0.03 0.00 Col2 33 -0.53 0.90 0.01 0.00 Col2 34 2.53 0.00 0.02 0.00 Col2 35 -2.24 1.19 0.00 0.00 Col2 36 1.26 0.00 -0.01 0.00 Col2 37 -4.32 1.64 -0.02 0.00 Col2 38 1.74 0.00 0.00 0.00 Col2 39 -3.85 1.64 -0.01 0.00 Col2 40 -2.14 0.40 -0.02 0.00 Col2 41 0.25 0.00 0.00 0.00 Col2 42 4.75 0.00 0.05 0.00 Col2 43 0.56 1.23 0.04 0.00 Col2 44 5.11 0.00 0.05 0.00 Col2 45 0.91 1.23 0.04 0.00 Col2 46 2.19 0.30 0.04 0.00 Col2 47 3.99 0.00 0.05 0.00 Col2 48 1.94 0.00 0.00 0.00 Col2 49 -2.26 1.23 0.00 0.00 Col2 50 2.29 0.00 0.01 0.00 Col2 51 -1.90 1.23 0.00 0.00 Col2 52 -0.62 0.30 0.00 0.00 Col2 53 1.18 0.00 0.01 0.00 Col3 1 5.06 0.00 0.07 0.00 Col3 2 1.31 0.00 0.02 0.00 Col3 3 4.12 0.00 0.06 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 112 of 160 JOB# 186565 Col3 4 -0.24 0.00 -1.63 -1.62 Col3 5 -0.94 0.00 -1.64 -1.62 Col3 6 -0.24 0.00 1.78 1.79 Col3 7 -0.94 0.00 1.77 1.79 Col3 8 -0.34 0.00 1.78 1.79 Col3 9 -1.60 0.00 1.76 1.79 Col3 10 0.14 0.00 1.79 1.79 Col3 11 -1.13 0.00 1.77 1.79 Col3 12 3.69 0.00 1.39 1.34 Col3 13 2.74 0.00 1.38 1.34 Col3 14 3.41 0.00 1.39 1.34 Col3 15 2.88 0.00 1.38 1.34 Col3 16 0.88 0.00 1.35 1.34 Col3 17 -0.07 0.00 1.34 1.34 Col3 18 0.59 0.00 1.35 1.34 Col3 19 0.06 0.00 1.34 1.34 Col3 20 -0.53 0.00 -1.63 -1.62 Col3 21 -1.23 0.00 -1.64 -1.62 Col3 22 -0.53 0.00 1.78 1.79 Col3 23 -1.23 0.00 1.77 1.79 Col3 24 -0.62 0.00 1.78 1.79 Col3 25 -1.89 0.00 1.76 1.79 Col3 26 -0.15 0.00 1.78 1.79 Col3 27 -1.41 0.00 1.77 1.79 Col3 28 1.57 0.00 0.02 0.00 Col3 29 1.36 0.00 0.02 0.00 Col3 30 4.32 0.00 0.06 0.00 Col3 31 4.16 0.00 0.06 0.00 Col3 32 1.51 0.00 0.02 0.00 Col3 33 1.35 0.00 0.02 0.00 Col3 34 0.45 0.00 0.00 0.00 Col3 35 0.24 0.00 0.00 0.00 Col3 36 -0.62 0.00 -0.01 0.00 Col3 37 -1.89 0.00 -0.03 0.00 Col3 38 -0.15 0.00 0.00 0.00 Col3 39 -1.41 0.00 -0.02 0.00 Col3 40 -0.53 0.00 -0.01 0.00 Col3 41 -1.23 0.00 -0.02 0.00 Col3 42 3.33 0.00 0.05 0.00 Col3 43 2.38 0.00 0.03 0.00 Col3 44 3.69 0.00 0.05 0.00 Col3 45 2.74 0.00 0.04 0.00 Col3 46 3.41 0.00 0.05 0.00 Col3 47 2.88 0.00 0.04 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 113 of 160 JOB# 186565 Col3 48 0.52 0.00 0.00 0.00 Col3 49 -0.43 0.00 -0.01 0.00 Col3 50 0.88 0.00 0.01 0.00 Col3 51 -0.07 0.00 0.00 0.00 Col3 52 0.59 0.00 0.01 0.00 Col3 53 0.06 0.00 0.00 0.00 Col4 1 1.75 0.00 0.03 0.00 Col4 2 0.44 0.00 0.01 0.00 Col4 3 1.43 0.00 0.02 0.00 Col4 4 -0.68 0.00 -0.71 -0.69 Col4 5 -1.07 0.00 -0.71 -0.69 Col4 6 -0.68 0.00 0.78 0.80 Col4 7 -1.07 0.00 0.78 0.80 Col4 8 -0.88 0.00 0.78 0.80 Col4 9 -0.41 0.00 0.79 0.80 Col4 10 -0.34 0.00 0.79 0.80 Col4 11 0.13 0.00 0.80 0.80 Col4 12 1.00 0.00 0.61 0.60 Col4 13 1.35 0.00 0.62 0.60 Col4 14 0.75 0.00 0.61 0.60 Col4 15 0.45 0.00 0.61 0.60 Col4 16 0.01 0.00 0.60 0.60 Col4 17 0.37 0.00 0.60 0.60 Col4 18 -0.24 0.00 0.59 0.60 Col4 19 -0.54 0.00 0.59 0.60 Col4 20 -0.77 0.00 -0.71 -0.69 Col4 21 -1.16 0.00 -0.71 -0.69 Col4 22 -0.77 0.00 0.78 0.80 Col4 23 -1.16 0.00 0.78 0.80 Col4 24 -0.97 0.00 0.78 0.80 Col4 25 -0.50 0.00 0.79 0.80 Col4 26 -0.43 0.00 0.79 0.80 Col4 27 0.04 0.00 0.80 0.80 Col4 28 0.40 0.00 0.01 0.00 Col4 29 0.58 0.00 0.01 0.00 Col4 30 1.40 0.00 0.02 0.00 Col4 31 1.53 0.00 0.03 0.00 Col4 32 0.41 0.00 0.01 0.00 Col4 33 0.55 0.00 0.01 0.00 Col4 34 0.02 0.00 0.00 0.00 Col4 35 0.20 0.00 0.00 0.00 Col4 36 -0.97 0.00 -0.02 0.00 Col4 37 -0.50 0.00 -0.01 0.00 Col4 38 -0.43 0.00 -0.01 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 114 of 160 JOB# 186565 Col4 39 0.04 0.00 0.00 0.00 Col4 40 -0.77 0.00 -0.01 0.00 Col4 41 -1.16 0.00 -0.02 0.00 Col4 42 0.59 0.00 0.01 0.00 Col4 43 0.95 0.00 0.02 0.00 Col4 44 1.00 0.00 0.02 0.00 Col4 45 1.35 0.00 0.02 0.00 Col4 46 0.75 0.00 0.01 0.00 Col4 47 0.45 0.00 0.01 0.00 Col4 48 -0.39 0.00 -0.01 0.00 Col4 49 -0.04 0.00 0.00 0.00 Col4 50 0.01 0.00 0.00 0.00 Col4 51 0.37 0.00 0.01 0.00 Col4 52 -0.24 0.00 -0.01 0.00 Col4 53 -0.54 0.00 -0.01 0.00 COLUMN DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Col1 54 0.00 1.92 Col1 55 0.00 1.92 Col1 56 0.00 1.92 Col1 57 0.00 1.92 Col1 58 0.00 1.92 Col1 59 0.00 1.92 Col1 60 0.00 1.92 Col1 61 0.00 1.92 Col1 62 0.00 1.92 Col1 63 0.00 1.92 Col1 64 -0.53 1.92 Col1 65 0.61 1.92 Col1 66 0.00 1.92 Col1 67 0.00 1.92 Col1 68 0.00 1.92 Col2 54 0.00 2.33 Col2 55 0.00 2.33 Col2 56 0.00 2.33 Col2 57 0.00 2.33 Col2 58 0.00 2.33 Col2 59 0.00 2.33 Col2 60 0.00 2.33 Col2 61 0.00 2.33 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 115 of 160 JOB# 186565 Col2 62 0.00 2.33 Col2 63 0.00 2.33 Col2 64 -0.84 2.33 Col2 65 0.93 2.33 Col2 66 0.00 2.33 Col2 67 0.00 2.33 Col2 68 0.00 2.33 Col3 54 0.00 2.33 Col3 55 0.00 2.33 Col3 56 0.00 2.33 Col3 57 0.00 2.33 Col3 58 0.00 2.33 Col3 59 0.00 2.33 Col3 60 0.00 2.33 Col3 61 0.00 2.33 Col3 62 0.00 2.33 Col3 63 0.00 2.33 Col3 64 -0.84 2.33 Col3 65 0.93 2.33 Col3 66 0.00 2.33 Col3 67 0.00 2.33 Col3 68 0.00 2.33 Col4 54 0.00 1.92 Col4 55 0.00 1.92 Col4 56 0.00 1.92 Col4 57 0.00 1.92 Col4 58 0.00 1.92 Col4 59 0.00 1.92 Col4 60 0.00 1.92 Col4 61 0.00 1.92 Col4 62 0.00 1.92 Col4 63 0.00 1.92 Col4 64 -0.63 1.92 Col4 65 0.72 1.92 Col4 66 0.00 1.92 Col4 67 0.00 1.92 Col4 68 0.00 1.92 RAFTER DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Raf1 54 -0.16 0.87 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 116 of 160 JOB# 186565 Raf1 55 -0.12 0.87 Raf1 56 -0.12 0.87 Raf1 57 -0.03 0.87 Raf1 58 0.09 0.87 Raf1 59 0.03 0.87 Raf1 60 0.05 0.87 Raf1 61 0.05 0.98 Raf1 62 0.08 0.87 Raf1 63 -0.09 0.98 Raf1 64 -0.02 0.87 Raf1 65 -0.02 0.87 Raf1 66 -0.07 0.98 Raf1 67 0.05 0.98 Raf1 68 -0.02 0.87 Raf2 54 -0.16 0.87 Raf2 55 -0.12 0.87 Raf2 56 -0.12 0.87 Raf2 57 -0.03 0.87 Raf2 58 -0.09 0.98 Raf2 59 0.06 0.87 Raf2 60 -0.05 0.98 Raf2 61 0.05 0.98 Raf2 62 -0.07 0.98 Raf2 63 0.09 0.87 Raf2 64 -0.02 0.87 Raf2 65 -0.02 0.87 Raf2 66 -0.07 0.98 Raf2 67 -0.05 0.87 Raf2 68 -0.02 0.87 UNBRACED LENGTH: ---------------- Major --Minor(ft)-- ----KL/R---- Id (ft) Bend Axial Major Minor ------ ------ ------ ------ ----- ----- Col1 19.2 7.3 7.3 72 69 Col2 23.3 7.3 7.3 87 105 Col3 23.3 7.3 7.3 87 105 Col4 19.2 7.3 7.3 72 69 ------ ------ ------ ------ ----- ----- Raf1 14.8 5.0 5.0 56 47 Raf2 14.8 5.0 5.0 56 47 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 117 of 160 JOB# 186565 LOAD COMBINATIONS: ------------------ Strength Combinations 1 - Dead+Collateral+Live 2 - Dead+Collateral 3 - Dead+Collateral+0.75Live 4 - Dead+0.6Wind_Pressure+0.6Wind_Long1 5 - Dead+0.6Wind_Pressure+0.6Wind_Long2 6 - Dead+0.6Wind_Suction+0.6Wind_Long1 7 - Dead+0.6Wind_Suction+0.6Wind_Long2 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 9 - Dead+0.6Wind_Right1+0.6Wind_Suction 10 - Dead+0.6Wind_Left2+0.6Wind_Suction 11 - Dead+0.6Wind_Right2+0.6Wind_Suction 12 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 13 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 14 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long1 15 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 16 - Dead+Collateral+0.45Wind_Left2+0.45Wind_Suction 17 - Dead+Collateral+0.45Wind_Right2+0.45Wind_Suction 18 - Dead+Collateral+0.45Wind_Suction+0.45Wind_Long1 19 - Dead+Collateral+0.45Wind_Suction+0.45Wind_Long2 20 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 21 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 22 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 23 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 24 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 25 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 26 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 27 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 28 - 1.12Dead+1.12Collateral+0.7Seismic_L 29 - 1.12Dead+1.12Collateral+0.7Seismic_R 30 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_L 31 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_R 32 - 1.09Dead+1.09Collateral+0.53Seismic_L 33 - 1.09Dead+1.09Collateral+0.53Seismic_R 34 - 0.48Dead+0.7Seismic_L 35 - 0.48Dead+0.7Seismic_R 36 - 0.6Dead+0.6Wind_Left1 37 - 0.6Dead+0.6Wind_Right1 38 - 0.6Dead+0.6Wind_Left2 39 - 0.6Dead+0.6Wind_Right2 40 - 0.6Dead+0.6Wind_Long1 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 118 of 160 JOB# 186565 41 - 0.6Dead+0.6Wind_Long2 42 - Dead+Collateral+0.75Live+0.45Wind_Left1 43 - Dead+Collateral+0.75Live+0.45Wind_Right1 44 - Dead+Collateral+0.75Live+0.45Wind_Left2 45 - Dead+Collateral+0.75Live+0.45Wind_Right2 46 - Dead+Collateral+0.75Live+0.45Wind_Long1 47 - Dead+Collateral+0.75Live+0.45Wind_Long2 48 - Dead+Collateral+0.45Wind_Left1 49 - Dead+Collateral+0.45Wind_Right1 50 - Dead+Collateral+0.45Wind_Left2 51 - Dead+Collateral+0.45Wind_Right2 52 - Dead+Collateral+0.45Wind_Long1 53 - Dead+Collateral+0.45Wind_Long2 Deflection Combinations 54 - Dead+Collateral+Live 55 - Dead+Collateral+0.75Live 56 - Live 57 - Dead+Collateral 58 - Dead+0.49Wind_Left1 59 - Dead+0.49Wind_Right1 60 - Dead+0.49Wind_Left2 61 - Dead+0.49Wind_Right2 62 - Dead+0.49Wind_Long1 63 - Dead+0.49Wind_Long2 64 - Dead+0.49Wind_Pressure 65 - Dead+0.49Wind_Suction 66 - Dead+Seismic_L 67 - Dead+Seismic_R 68 - Dead ================================================================================ 186565FS Wall 3 - Rafter Splice Design 12/ 1/23 1:52pm ================================================================================ DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Type = A325 Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 119 of 160 JOB# 186565 PLATE SIZE: ----------- -Surface- Rafter ---Plate--- ---------------Bolts--------------- Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT RowB SpaceB ------ ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ Spl1 M 3 0.0 8.00 3.50 0.375 0.625 0.00 2 4.00 2 4.00 PLATE REACTIONS: ---------------- Load Axial Shear Moment Id Side Id (k ) (k ) (f-k ) ------ ---- ---- ----- ----- ------ Spl1 Top 27 0.67 0.25 1.57 Bot 15 1.34 0.52 -3.65 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Spl1 0.156 F2 0.23 1.86 0.156 F2 0.54 1.86 0.156 F1 0.07 1.86 LOAD COMBINATIONS: ------------------ 15 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 27 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction ================================================================================ 186565FS Wall 3 - Base Plate Design 12/ 1/23 1:52pm ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Concrete Bearing = 1.05(ksi ) Bolt Type = A36 Bolt Shear Stress = 11.60(ksi ) Bolt Tension Stress = 21.75(ksi ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 120 of 160 JOB# 186565 BASE SIZE: ---------- -----Base(in)---- --Plate_Size(in)-- ------Bolts(in)------ Req Req Id Type Depth Elev Width Thick Length Dia Row Space Gage Thick Dia ----- ---- ----- ----- ----- ----- ------ ----- --- ----- ----- ----- ----- Col1 S5 8.00 0.0 3.50 0.375 8.00 0.625 2 0.00 0.00 0.322 Col2 S3 7.89 0.0 6.00 0.375 8.00 0.625 2 3.00 3.50 0.259 0.254 Col3 S3 7.89 0.0 6.00 0.375 8.00 0.625 2 3.00 3.50 0.171 0.218 Col4 S5 8.00 0.0 3.50 0.375 8.00 0.625 2 0.00 0.00 0.206 S3 - Welded Plate S5 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max_Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx(k ) Fy(k ) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Col1 13 3.79 24 -3.64 1.82 10 1.83 24 1.82 -3.64 Col2 30 5.89 25 -4.32 2.41 11 2.42 25 2.41 -4.32 Col3 1 5.06 25 -1.89 1.76 10 1.79 24 1.78 -0.62 Col4 1 1.75 23 -1.16 0.78 11 0.80 25 0.79 -0.50 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Col1 0.156 F1 0.52 1.86 0.156 F1 0.52 1.86 0.156 F1 0.23 1.86 Col2 0.250 F1 0.55 3.71 0.250 F1 0.55 3.71 0.188 F1 0.32 2.78 Col3 0.250 F1 0.24 3.71 0.250 F1 0.24 3.71 0.188 F1 0.24 2.78 Col4 0.156 F1 0.17 1.86 0.156 F1 0.17 1.86 0.156 F1 0.10 1.86 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 10 - Dead+0.6Wind_Left2+0.6Wind_Suction 11 - Dead+0.6Wind_Right2+0.6Wind_Suction 13 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 23 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 24 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 25 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 121 of 160 JOB# 186565 30 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_L ================================================================================ 186565FS Wall 3 - Flush Girt Layout 12/ 1/23 1:52pm ================================================================================ GIRT LAYOUT: ------------ Bay Girt Bay_Offset Design Load ---Max_Load--- Id Id Locate Part Start End Length Weight Width Id UC Report Rot --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 1 1 7.333 8X25Z16 0.00 13.00 12.00 33.5 6.83 WS 0.48 Moment D 2 13.667 8X25Z16 0.00 13.00 12.00 33.5 5.33 WS 0.38 Moment D 3 18.000 8X25Z16 0.00 13.00 12.00 33.5 5.30 WS 0.37 Moment D --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 2 4 7.333 8X25Z16 0.00 2.00 1.33 3.7 6.83 WS 0.02 Shear D 5 7.333 8X25Z16 12.00 14.00 1.33 3.7 6.83 WS 0.02 Shear D 6 13.667 8X25Z16 0.00 14.00 13.33 37.2 5.33 WS 0.58 Moment D 7 18.000 8X25Z16 0.00 14.00 13.33 37.2 4.33 WS 0.37 Moment D 8 22.333 8X25Z16 0.00 14.00 13.33 37.2 4.33 WS 0.37 Moment D --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 3 9 7.333 8X25Z16 0.00 13.00 12.00 33.5 6.83 WS 0.46 Moment D 10 13.667 8X25Z16 0.00 13.00 12.00 33.5 5.33 WS 0.38 Moment D 11 18.000 8X25Z16 0.00 13.00 12.00 33.5 5.30 WS 0.37 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 --- --- --- 0 0 0 GIRT STRENGTH: -------------- Bay Girt Load ----Shear(k )--- --Moment(f-k )-- Mom+ ---Deflect(in)-- Id Id Id Calc Limit UC Calc Limit UC Shear Calc Limit UC --- ---- ---- ----- ----- ---- ----- ----- ---- ----- ----- ----- ---- 1 1 WP 0.46 2.44 0.19 -1.37 3.63 0.38 0.23 -0.13 1.60 0.08 WS -0.53 2.44 0.22 1.54 3.18 0.48 0.26 0.14 1.60 0.09 1 2 WP 0.36 2.44 0.15 -1.07 3.63 0.30 0.18 -0.10 1.60 0.06 WS -0.41 2.44 0.17 1.20 3.18 0.38 0.20 0.11 1.60 0.07 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 122 of 160 JOB# 186565 1 3 WP 0.36 2.44 0.15 -1.07 3.63 0.29 0.18 -0.10 1.60 0.06 WS -0.41 2.44 0.17 1.19 3.18 0.37 0.20 0.11 1.60 0.07 2 4 WP -0.05 2.44 0.02 -0.02 3.63 0.00 0.00 0.00 0.18 0.00 WS -0.06 2.44 0.02 0.02 3.87 0.00 0.00 0.00 0.18 0.00 2 5 WP -0.05 2.44 0.02 -0.02 3.63 0.00 0.00 0.00 0.18 0.00 WS -0.06 2.44 0.02 0.02 3.87 0.00 0.00 0.00 0.18 0.00 2 6 WP 0.73 2.44 0.30 -1.68 3.63 0.46 0.30 -0.21 1.78 0.12 WS -0.80 2.44 0.33 1.86 3.18 0.58 0.33 0.23 1.78 0.13 2 7 WP 0.32 2.44 0.13 -1.08 3.63 0.30 0.18 -0.12 1.78 0.07 WS 0.35 2.44 0.15 1.18 3.18 0.37 0.20 0.14 1.78 0.08 2 8 WP 0.32 2.44 0.13 -1.08 3.63 0.30 0.18 -0.12 1.78 0.07 WS -0.35 2.44 0.15 1.18 3.18 0.37 0.20 0.14 1.78 0.08 3 9 WP 0.46 2.44 0.19 -1.32 3.63 0.36 0.23 -0.13 1.60 0.08 WS 0.53 2.44 0.22 1.48 3.18 0.46 0.26 0.14 1.60 0.09 3 10 WP 0.36 2.44 0.15 -1.07 3.63 0.30 0.18 -0.10 1.60 0.06 WS 0.41 2.44 0.17 1.20 3.18 0.38 0.20 0.11 1.60 0.07 3 11 WP 0.36 2.44 0.15 -1.07 3.63 0.29 0.18 -0.10 1.60 0.06 WS 0.41 2.44 0.17 1.19 3.18 0.37 0.20 0.11 1.60 0.07 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ 186565FS Wall 3 - Door Jamb & Header Design 12/ 1/23 1:52pm ================================================================================ LAYOUT: ------- Reduction Open Bay Load Factor Id Id Locate Part Length Width Weight Out In ---- --- ------ -------- ------ ----- ------ ---- ---- 3 2 JambL 8X35C16 13.67 5.00 43.6 0.00 0.00 JambR 8X35C16 13.67 5.00 43.6 0.00 0.00 Header 8X25C16 10.00 1.83 27.9 0.00 0.65 STRENGTH/DEFLECTION: -------------------- Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 3 JambL WP -0.40 2.42 7.33 -1.49 4.41 0.00 0.34 -0.07 1.82 WS 0.44 2.42 7.33 1.64 4.41 0.00 0.37 0.08 1.82 JambR WP -0.40 2.42 7.33 -1.49 4.41 0.00 0.34 -0.07 1.82 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 123 of 160 JOB# 186565 WS 0.44 2.42 7.33 1.64 4.41 0.00 0.37 0.08 1.82 Header WP -0.10 2.42 5.00 -0.26 3.88 0.05 0.07 0.02 1.33 WS 0.11 2.42 5.00 0.28 3.03 0.05 0.09 0.02 1.33 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ 186565FS Wall 3 - Diagonal Bracing Design 12/ 1/23 1:52pm ================================================================================ PANEL SHEAR WITH NO BRACING: ---------------------------- Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 26.67 8 61.6 34 51.6 100.0 DIAGONAL BRACE LAYOUT: ---------------------- Bay Brace_Locate Bay Design ------Diag_Brace----- ----KL/R--- Id Start End Width Length Type Size Part Calc Limit --- ----- ----- ----- ------ ---- ----- -------- ----- ----- 1 0.00 13.67 12.31 18.40 R 0.500 RD0500 13.67 23.26 12.31 15.61 R 0.500 RD0500 DIAGONAL BRACE STRENGTH: ------------------------ Bay Brace_Locate -----Wind(k )----- ----Seismic(k )--- Max Id Start End Load Calc Limit Load Calc Limit UC --- ----- ----- ---- ----- ----- ---- ----- ----- ---- 1 0.00 13.67 8 2.45 4.25 29 2.74 4.25 0.64 13.67 23.26 8 2.08 4.25 29 2.32 4.25 0.55 COLUMN BASE REACTIONS: ---------------------- Bay Col ----Wind_Max(k )---- ---Seismic_Max(k )-- Id Id Load Horz Vert(+/-) Load Horz Vert(+/-) --- --- ---- ----- --------- ---- ----- --------- 1 1 8 -1.64 3.10 34 -1.19 2.25 1 2 9 1.64 3.10 35 1.19 2.25 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 124 of 160 JOB# 186565 DEFLECTION AT RAFTER: --------------------- Span/Deflect Wall Deflection(in) ----Wind--- --Seismic-- Height Wind Seismic Calc Limit Calc Limit ------ ----- ------- ----- ----- ----- ----- 23.3 0.06 0.14 999. 60. 999. 60. LOAD COMBINATIONS: ------------------ 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 9 - Dead+0.6Wind_Right1+0.6Wind_Suction 29 - 1.12Dead+1.12Collateral+0.7Seismic_R 34 - 0.48Dead+0.7Seismic_L 35 - 0.48Dead+0.7Seismic_R ================================================================================ 186565FS Wall 3 - Wall Panel Design 12/ 1/23 1:52pm ================================================================================ PANEL DATA: ----------- Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 26 PBR PBR 26.00 60.0 0.00 24.27 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 7.33 WP 0.0 137.1 -55.5 116.4 73.2 137.1 0.53 -0.40 0.98 WS 0.0 137.1 74.1 137.1 -97.6 116.4 0.84 0.54 0.98 2 7.33 13.67 WP 73.2 137.1 -21.7 116.4 20.5 137.1 0.53 -0.07 0.84 WS -97.6 116.4 28.9 137.1 -27.3 116.4 0.84 0.09 0.84 3 13.67 18.00 WP 20.5 137.1 1.3 137.1 46.6 137.1 0.34 0.03 0.58 WS -27.3 116.4 -1.7 116.4 -62.1 116.4 0.53 -0.04 0.58 4 18.00 24.27 WP 46.6 137.1 -43.3 116.4 0.0 137.1 0.37 -0.24 0.84 WS -62.1 116.4 57.8 137.1 0.0 116.4 0.53 0.32 0.84 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 125 of 160 JOB# 186565 ================================================================================ 186565FS Wall 3 - Panel Zones 12/ 1/23 1:52pm ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- 26 PBR 0.019 60.00 78.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- 12x1.50L 0.21 0.50 1.00 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 4.00 36.00 1 7.33 6.83 0.059 7.33 2 Lt Edge 0.00 4.00 1 7.33 6.83 0.059 7.33 3 Rt Edge 36.00 40.00 3 7.33 6.83 0.059 7.33 GIRT SCREW CHECK: ----------------- Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 14.25 0.10 0.25 0.37 0.27 0.40 2 1.00 17.53 0.12 0.25 0.37 0.27 0.49 3 1.00 17.53 0.12 0.25 0.37 0.27 0.49 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 126 of 160 JOB# 186565 BASE SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- 12x1.50L 0.21 0.50 1.00 BASE SCREW CHECK: ----------------- Screw Force/Screw Shear Base Space Wind Seis Limit Max Length (ft) (k ) (k ) (k ) UC ------ ----- ----- ----- ----- ---- 26.67 1.00 0.059 0.049 0.277 0.21 ================================================================================ 186565FS Wall 3 - Weight Summary 12/ 1/23 1:52pm ================================================================================ Columns = 598.83 Rafters = 239.49 Girts = 319.92 Framed Openings = 115.09 Bracing = 33.18 Clips = 49.50 -------- Total Weight = 1356.02 ================================================================================ 186565FS Wall 3 - Warning Summary 12/ 1/23 1:52pm ================================================================================ .. No Warnings 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 127 of 160 JOB# 186565 RIGHT ENDWALL DESIGN REPORT ================================================================================ 186565FS Wall 3 - Design Code 12/ 1/23 1:52pm ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 21 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 128 of 160 JOB# 186565 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 186565FS Wall 3 - Column & Rafter Design 12/ 1/23 1:52pm ================================================================================ MEMBER LAYOUT: -------------- Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Col1 0.7 8x35C14 8.00 14ga 3.50 14ga 19.2 72.6 11 1.03 Mom+Axl Col2 13.0 W8X10 7.48 0.170 3.94 0.205 23.3 232.6 10 0.64 Mom+Axl Col3 27.0 W8X10 7.48 0.170 3.94 0.205 23.3 232.6 10 0.62 Mom+Axl Col4 39.3 8x35C16 8.00 16ga 3.50 16ga 19.2 61.1 11 0.92 Mom+Axl ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Raf1 Surf 2 8x35C12 8.00 12ga 3.50 12ga 21.1 119.7 1 0.60 Mom+Shr Raf2 Surf 3 8x35C12 8.00 12ga 3.50 12ga 21.1 119.7 1 0.60 Mom+Shr ------- Total= 838.3 DESIGN ACTIONS/STRENGTH: ------------------------ Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit ----- ---- ------ ------ ------ ------ ------ ------ Col1 1 1.77 11.14 -0.03 4.17 0.56 6.21 Col1 2 0.45 11.14 -0.01 4.17 0.13 6.21 Col1 3 1.44 11.14 -0.02 4.17 0.45 6.21 Col1 4 -0.67 36.72 0.70 4.17 -3.43 5.42 Col1 5 -1.03 36.72 0.71 4.17 -3.45 5.42 Col1 6 -0.67 36.72 0.81 4.17 3.71 5.44 Col1 7 -1.03 36.72 0.81 4.17 3.69 5.45 Col1 8 -1.76 36.72 0.81 4.17 3.73 5.44 Col1 9 2.84 11.14 -0.81 4.17 3.98 5.42 Col1 10 -1.22 36.72 0.80 4.17 3.82 5.43 Col1 11 3.38 11.14 -0.82 4.17 4.07 5.41 Col1 12 1.24 13.17 -0.62 4.17 3.07 5.40 Col1 13 3.79 11.14 -0.64 4.17 3.26 5.37 Col1 14 1.15 11.14 -0.61 4.17 2.99 5.41 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 129 of 160 JOB# 186565 Col1 15 0.68 13.17 -0.61 4.17 2.98 5.42 Col1 16 0.25 13.17 -0.60 4.17 2.90 5.43 Col1 17 2.80 11.14 -0.62 4.17 3.09 5.40 Col1 18 0.16 11.14 0.60 4.17 2.82 5.44 Col1 19 -0.51 36.72 0.60 4.17 2.81 5.44 Col1 20 -0.74 36.72 0.71 4.17 -3.44 5.42 Col1 21 -1.13 36.72 0.71 4.17 -3.46 5.42 Col1 22 -0.74 36.72 0.81 4.17 3.70 5.45 Col1 23 -1.13 36.72 0.81 4.17 3.68 5.45 Col1 24 -1.86 36.72 0.81 4.17 3.71 5.44 Col1 25 2.74 11.14 -0.81 4.17 3.97 5.42 Col1 26 -1.32 36.72 0.80 4.17 3.80 5.43 Col1 27 3.28 11.14 -0.82 4.17 4.06 5.41 Col1 28 0.46 13.17 -0.01 4.17 0.15 6.21 Col1 29 3.10 11.14 -0.03 4.17 0.57 6.21 Col1 30 1.43 13.17 -0.02 4.17 0.47 6.21 Col1 31 3.44 11.14 -0.04 4.17 0.79 6.21 Col1 32 0.45 13.17 -0.01 4.17 0.14 6.21 Col1 33 2.46 11.14 -0.02 4.17 0.46 6.21 Col1 34 -0.80 36.72 0.00 4.17 0.03 6.21 Col1 35 2.71 11.14 -0.02 4.17 0.45 6.21 Col1 36 -1.86 36.72 0.01 4.17 -0.21 6.21 Col1 37 2.74 11.14 -0.02 4.17 0.29 6.21 Col1 38 -1.32 36.72 0.00 4.17 -0.03 6.21 Col1 39 3.28 11.14 -0.02 4.17 0.47 6.21 Col1 40 -0.74 36.72 0.01 4.17 -0.25 6.21 Col1 41 -1.13 36.72 0.01 4.17 -0.28 6.21 Col1 42 0.83 13.17 -0.01 4.17 0.27 6.21 Col1 43 3.38 11.14 -0.03 4.17 0.65 6.21 Col1 44 1.24 13.17 -0.02 4.17 0.41 6.21 Col1 45 3.79 11.14 -0.04 4.17 0.78 6.21 Col1 46 1.15 11.14 -0.01 4.17 0.25 6.21 Col1 47 0.68 13.17 -0.01 4.17 0.22 6.21 Col1 48 -1.06 36.72 0.00 4.17 -0.06 6.21 Col1 49 2.40 11.14 -0.02 4.17 0.32 6.21 Col1 50 0.25 13.17 0.00 4.17 0.08 6.21 Col1 51 2.80 11.14 -0.02 4.17 0.45 6.21 Col1 52 0.16 11.14 0.00 4.17 -0.08 6.21 Col1 53 -0.51 36.72 0.01 4.17 -0.11 6.21 Col2 1 5.06 38.82 -0.07 26.83 1.63 21.18 Col2 2 1.31 38.82 -0.02 26.83 0.36 21.18 Col2 3 4.12 38.82 -0.06 26.83 1.31 21.18 Col2 4 -1.52 88.62 1.64 26.83 -9.64 16.88 Col2 5 0.54 38.82 1.62 26.83 -9.43 16.85 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 130 of 160 JOB# 186565 Col2 6 -1.52 88.62 1.81 26.83 10.18 16.81 Col2 7 0.54 38.82 1.79 26.83 10.38 16.84 Col2 8 1.55 38.82 1.80 26.83 10.32 16.83 Col2 9 -2.33 88.62 1.81 26.83 10.20 16.81 Col2 10 2.03 38.82 1.79 26.83 10.40 16.84 Col2 11 -1.86 88.62 1.80 26.83 10.28 16.83 Col2 12 5.11 38.82 -1.39 26.83 8.39 16.96 Col2 13 3.03 49.91 -1.38 26.83 8.30 16.94 Col2 14 2.53 38.82 -1.38 26.83 8.23 16.93 Col2 15 3.99 38.82 -1.39 26.83 8.38 16.96 Col2 16 2.29 38.82 -1.35 26.83 7.92 16.87 Col2 17 -0.65 88.62 -1.34 26.83 7.83 16.85 Col2 18 -0.40 88.62 1.35 26.83 7.75 16.84 Col2 19 1.18 38.82 -1.35 26.83 7.90 16.87 Col2 20 -1.81 88.62 1.64 26.83 -9.67 16.89 Col2 21 0.25 38.82 1.62 26.83 -9.47 16.86 Col2 22 -1.81 88.62 1.81 26.83 10.14 16.80 Col2 23 0.25 38.82 1.79 26.83 10.35 16.84 Col2 24 1.26 38.82 1.80 26.83 10.28 16.83 Col2 25 -2.62 88.62 1.81 26.83 10.16 16.81 Col2 26 1.74 38.82 1.79 26.83 10.36 16.84 Col2 27 -2.14 88.62 1.80 26.83 10.24 16.82 Col2 28 3.65 38.82 -0.03 26.83 0.70 21.18 Col2 29 0.91 49.91 -0.01 26.83 0.29 21.18 Col2 30 5.89 38.82 -0.07 26.83 1.57 21.18 Col2 31 3.29 38.82 -0.05 26.83 1.26 21.18 Col2 32 3.08 38.82 -0.03 26.83 0.62 21.18 Col2 33 0.96 49.91 -0.01 26.83 0.30 21.18 Col2 34 2.53 38.82 -0.02 26.83 0.37 21.18 Col2 35 -1.03 88.62 0.00 26.83 -0.04 21.18 Col2 36 1.26 38.82 0.01 26.83 -0.24 21.18 Col2 37 -2.62 88.62 0.02 26.83 -0.48 21.18 Col2 38 1.74 38.82 0.00 26.83 -0.08 21.18 Col2 39 -2.14 88.62 0.01 26.83 -0.32 21.18 Col2 40 -1.81 88.62 0.02 26.83 -0.52 21.18 Col2 41 0.25 38.82 0.00 26.83 -0.11 21.18 Col2 42 4.75 38.82 -0.05 26.83 1.06 21.18 Col2 43 2.68 49.91 -0.04 26.83 0.88 21.18 Col2 44 5.11 38.82 -0.05 26.83 1.18 21.18 Col2 45 3.03 49.91 -0.04 26.83 1.00 21.18 Col2 46 2.53 38.82 -0.04 26.83 0.85 21.18 Col2 47 3.99 38.82 -0.05 26.83 1.16 21.18 Col2 48 1.94 38.82 0.00 26.83 0.11 21.18 Col2 49 -1.00 88.62 0.00 26.83 -0.07 21.18 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 131 of 160 JOB# 186565 Col2 50 2.29 38.82 -0.01 26.83 0.23 21.18 Col2 51 -0.65 88.62 0.00 26.83 0.05 21.18 Col2 52 -0.40 88.62 0.00 26.83 -0.10 21.18 Col2 53 1.18 38.82 -0.01 26.83 0.21 21.18 Col3 1 5.06 38.82 -0.07 26.83 1.63 21.18 Col3 2 1.31 38.82 -0.02 26.83 0.36 21.18 Col3 3 4.12 38.82 -0.06 26.83 1.31 21.18 Col3 4 -0.47 88.62 1.63 26.83 -9.49 16.86 Col3 5 -1.18 88.62 1.64 26.83 -9.61 16.88 Col3 6 -0.47 88.62 1.80 26.83 10.32 16.83 Col3 7 -1.18 88.62 1.81 26.83 10.20 16.81 Col3 8 -0.57 88.62 1.80 26.83 10.31 16.83 Col3 9 -1.84 88.62 1.82 26.83 10.09 16.80 Col3 10 0.14 38.82 1.79 26.83 10.39 16.84 Col3 11 -1.36 88.62 1.81 26.83 10.17 16.81 Col3 12 3.69 38.82 -1.39 26.83 8.39 16.96 Col3 13 2.74 38.82 -1.38 26.83 8.23 16.93 Col3 14 3.41 38.82 -1.39 26.83 8.34 16.95 Col3 15 2.88 38.82 -1.38 26.83 8.25 16.93 Col3 16 0.88 38.82 -1.35 26.83 7.91 16.87 Col3 17 -0.31 88.62 1.35 26.83 7.75 16.83 Col3 18 0.59 38.82 -1.35 26.83 7.86 16.86 Col3 19 -0.17 88.62 1.34 26.83 7.77 16.84 Col3 20 -0.66 88.62 1.63 26.83 -9.52 16.86 Col3 21 -1.37 88.62 1.64 26.83 -9.64 16.88 Col3 22 -0.66 88.62 1.80 26.83 10.29 16.83 Col3 23 -1.37 88.62 1.81 26.83 10.17 16.81 Col3 24 -0.76 88.62 1.80 26.83 10.27 16.83 Col3 25 -2.03 88.62 1.82 26.83 10.06 16.79 Col3 26 -0.29 88.62 1.79 26.83 10.35 16.84 Col3 27 -1.55 88.62 1.81 26.83 10.14 16.80 Col3 28 1.57 38.82 -0.02 26.83 0.44 21.18 Col3 29 1.36 38.82 -0.02 26.83 0.37 21.18 Col3 30 4.32 38.82 -0.06 26.83 1.37 21.18 Col3 31 4.16 38.82 -0.06 26.83 1.32 21.18 Col3 32 1.51 38.82 -0.02 26.83 0.42 21.18 Col3 33 1.35 38.82 -0.02 26.83 0.37 21.18 Col3 34 0.45 38.82 0.00 26.83 0.11 21.18 Col3 35 0.24 38.82 0.00 26.83 0.04 21.18 Col3 36 -0.76 88.62 0.01 26.83 -0.26 21.18 Col3 37 -2.03 88.62 0.03 26.83 -0.69 21.18 Col3 38 -0.29 88.62 0.00 26.83 -0.10 21.18 Col3 39 -1.55 88.62 0.02 26.83 -0.53 21.18 Col3 40 -0.66 88.62 0.01 26.83 -0.22 21.18 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 132 of 160 JOB# 186565 Col3 41 -1.37 88.62 0.02 26.83 -0.46 21.18 Col3 42 3.33 38.82 -0.05 26.83 1.05 21.18 Col3 43 2.38 38.82 -0.03 26.83 0.73 21.18 Col3 44 3.69 38.82 -0.05 26.83 1.17 21.18 Col3 45 2.74 38.82 -0.04 26.83 0.85 21.18 Col3 46 3.41 38.82 -0.05 26.83 1.07 21.18 Col3 47 2.88 38.82 -0.04 26.83 0.89 21.18 Col3 48 0.52 38.82 0.00 26.83 0.10 21.18 Col3 49 -0.66 88.62 0.01 26.83 -0.22 21.18 Col3 50 0.88 38.82 -0.01 26.83 0.22 21.18 Col3 51 -0.31 88.62 0.00 26.83 -0.10 21.18 Col3 52 0.59 38.82 -0.01 26.83 0.12 21.18 Col3 53 -0.17 88.62 0.00 26.83 -0.06 21.18 Col4 1 1.75 8.55 -0.03 2.42 0.56 4.78 Col4 2 0.44 8.55 -0.01 2.42 0.13 4.78 Col4 3 1.43 8.55 -0.02 2.42 0.45 4.78 Col4 4 -0.74 30.96 0.71 2.42 -3.44 4.19 Col4 5 -1.13 30.96 0.71 2.42 -3.51 4.18 Col4 6 -0.74 30.96 0.81 2.42 3.70 4.21 Col4 7 -1.13 30.96 0.82 2.42 3.63 4.22 Col4 8 -0.94 30.96 0.81 2.42 3.66 4.21 Col4 9 -0.47 30.96 0.81 2.42 3.74 4.21 Col4 10 -0.40 30.96 0.80 2.42 3.75 4.21 Col4 11 0.13 8.55 -0.80 2.42 3.83 4.20 Col4 12 1.00 8.55 -0.61 2.42 3.02 4.18 Col4 13 1.35 8.55 -0.62 2.42 3.08 4.17 Col4 14 0.75 8.55 -0.61 2.42 2.98 4.19 Col4 15 0.45 8.55 -0.61 2.42 2.93 4.19 Col4 16 0.01 8.55 0.60 2.42 2.86 4.20 Col4 17 0.37 8.55 -0.60 2.42 2.92 4.19 Col4 18 -0.30 30.96 0.60 2.42 2.81 4.21 Col4 19 -0.60 30.96 0.61 2.42 2.77 4.21 Col4 20 -0.81 30.96 0.71 2.42 -3.45 4.19 Col4 21 -1.20 30.96 0.71 2.42 -3.52 4.18 Col4 22 -0.81 30.96 0.81 2.42 3.69 4.21 Col4 23 -1.20 30.96 0.82 2.42 3.62 4.22 Col4 24 -1.01 30.96 0.82 2.42 3.65 4.22 Col4 25 -0.53 30.96 0.81 2.42 3.73 4.21 Col4 26 -0.47 30.96 0.81 2.42 3.74 4.21 Col4 27 0.04 8.55 -0.80 2.42 3.82 4.20 Col4 28 0.40 8.55 -0.01 2.42 0.11 4.78 Col4 29 0.58 8.55 -0.01 2.42 0.17 4.78 Col4 30 1.40 8.55 -0.02 2.42 0.44 4.78 Col4 31 1.53 8.55 -0.03 2.42 0.49 4.78 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 133 of 160 JOB# 186565 Col4 32 0.41 8.55 -0.01 2.42 0.11 4.78 Col4 33 0.55 8.55 -0.01 2.42 0.16 4.78 Col4 34 0.02 8.55 0.00 2.42 0.00 4.78 Col4 35 0.20 8.55 0.00 2.42 0.06 4.78 Col4 36 -1.01 30.96 0.02 2.42 -0.34 4.78 Col4 37 -0.53 30.96 0.01 2.42 -0.18 4.78 Col4 38 -0.47 30.96 0.01 2.42 -0.16 4.78 Col4 39 0.04 8.55 0.00 2.42 0.00 4.78 Col4 40 -0.81 30.96 0.01 2.42 -0.27 4.78 Col4 41 -1.20 30.96 0.02 2.42 -0.40 4.78 Col4 42 0.59 8.55 -0.01 2.42 0.18 4.78 Col4 43 0.95 8.55 -0.02 2.42 0.30 4.78 Col4 44 1.00 8.55 -0.02 2.42 0.31 4.78 Col4 45 1.35 8.55 -0.02 2.42 0.43 4.78 Col4 46 0.75 8.55 -0.01 2.42 0.23 4.78 Col4 47 0.45 8.55 -0.01 2.42 0.13 4.78 Col4 48 -0.45 30.96 0.01 2.42 -0.15 4.78 Col4 49 -0.10 30.96 0.00 2.42 -0.03 4.78 Col4 50 0.01 8.55 0.00 2.42 -0.02 4.78 Col4 51 0.37 8.55 -0.01 2.42 0.10 4.78 Col4 52 -0.30 30.96 0.01 2.42 -0.10 4.78 Col4 53 -0.60 30.96 0.01 2.42 -0.20 4.78 ----- ---- ------ ------ ------ ------ ------ ------ Raf1 1 0.74 27.14 -2.35 12.24 5.79 10.21 Raf1 2 0.17 27.14 -0.52 12.24 1.29 10.21 Raf1 3 0.60 27.14 -1.89 12.24 4.67 10.21 Raf1 4 -1.42 55.10 0.88 12.24 2.00 9.61 Raf1 5 -1.84 55.10 0.54 12.24 -2.24 9.69 Raf1 6 -1.42 55.10 0.88 12.24 2.00 9.61 Raf1 7 -1.84 55.10 0.54 12.24 -2.24 9.69 Raf1 8 -1.75 55.10 0.86 12.24 -2.17 9.66 Raf1 9 0.38 28.02 0.61 12.24 -1.41 10.21 Raf1 10 1.27 28.02 0.50 12.24 1.22 9.61 Raf1 11 1.10 28.02 -0.44 12.24 1.46 9.67 Raf1 12 1.31 28.02 1.50 12.24 3.81 10.21 Raf1 13 1.18 28.02 -1.52 12.24 3.42 10.21 Raf1 14 -1.27 55.10 1.34 12.24 3.36 10.21 Raf1 15 -1.50 55.10 1.70 12.24 4.30 10.21 Raf1 16 1.03 28.02 0.25 12.24 -1.27 9.67 Raf1 17 0.89 28.02 -0.17 12.24 0.70 9.70 Raf1 18 -1.06 55.10 0.39 12.24 -1.59 9.69 Raf1 19 -1.38 55.10 0.42 12.24 -2.08 9.67 Raf1 20 -1.42 55.10 0.97 12.24 2.14 9.61 Raf1 21 -1.84 55.10 0.54 12.24 -2.13 9.69 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 134 of 160 JOB# 186565 Raf1 22 -1.42 55.10 0.97 12.24 2.14 9.61 Raf1 23 -1.84 55.10 0.54 12.24 -2.13 9.69 Raf1 24 -1.76 55.10 0.95 12.24 2.27 9.61 Raf1 25 0.36 28.02 0.71 12.24 -1.64 10.21 Raf1 26 1.25 28.02 0.60 12.24 1.36 9.61 Raf1 27 1.08 28.02 -0.53 12.24 1.57 9.67 Raf1 28 -0.59 55.10 0.80 12.24 2.03 10.21 Raf1 29 1.36 28.02 -0.48 12.24 -0.95 9.61 Raf1 30 0.42 28.02 2.03 12.24 5.22 10.21 Raf1 31 1.34 28.02 -1.86 12.24 4.35 10.21 Raf1 32 -0.43 55.10 0.73 12.24 1.85 10.21 Raf1 33 1.06 28.02 -0.49 12.24 0.97 10.21 Raf1 34 -0.74 55.10 0.35 12.24 -1.08 9.66 Raf1 35 1.26 28.02 -0.17 12.24 0.82 9.68 Raf1 36 -1.76 55.10 0.95 12.24 2.27 9.61 Raf1 37 0.36 28.02 0.71 12.24 -1.64 10.21 Raf1 38 1.25 28.02 0.60 12.24 1.36 9.61 Raf1 39 1.08 28.02 -0.53 12.24 1.57 9.67 Raf1 40 -1.42 55.10 0.97 12.24 2.14 9.61 Raf1 41 -1.84 55.10 0.54 12.24 -2.13 9.69 Raf1 42 0.77 28.02 1.43 12.24 -3.59 9.64 Raf1 43 0.64 28.02 -1.26 12.24 3.18 10.21 Raf1 44 1.31 28.02 1.50 12.24 3.81 10.21 Raf1 45 1.18 28.02 -1.52 12.24 3.42 10.21 Raf1 46 -1.27 55.10 1.34 12.24 3.36 10.21 Raf1 47 -1.50 55.10 1.70 12.24 4.30 10.21 Raf1 48 -1.31 55.10 0.45 12.24 -2.02 9.65 Raf1 49 0.35 28.02 0.11 12.24 0.22 9.61 Raf1 50 1.03 28.02 0.25 12.24 -1.27 9.67 Raf1 51 0.89 28.02 -0.17 12.24 0.70 9.70 Raf1 52 -1.06 55.10 0.39 12.24 -1.59 9.69 Raf1 53 -1.38 55.10 0.42 12.24 -2.08 9.67 Raf2 1 0.74 27.14 2.35 12.24 5.79 10.21 Raf2 2 0.17 27.14 0.52 12.24 1.29 10.21 Raf2 3 0.60 27.14 1.89 12.24 4.67 10.21 Raf2 4 -1.46 55.10 -0.41 12.24 -1.59 9.71 Raf2 5 -1.80 55.10 -0.85 12.24 -2.24 9.69 Raf2 6 -1.46 55.10 -0.41 12.24 -1.59 9.71 Raf2 7 -1.80 55.10 -0.85 12.24 -2.24 9.69 Raf2 8 -1.77 55.10 -0.55 12.24 -2.17 9.66 Raf2 9 0.58 28.02 -0.95 12.24 -2.10 10.21 Raf2 10 -0.90 55.10 -0.27 12.24 -1.17 9.69 Raf2 11 1.30 28.02 0.70 12.24 -1.77 10.21 Raf2 12 -1.17 55.10 -1.69 12.24 4.33 10.21 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 135 of 160 JOB# 186565 Raf2 13 1.33 28.02 1.27 12.24 2.91 10.21 Raf2 14 -1.50 55.10 -1.60 12.24 4.08 10.21 Raf2 15 -1.59 55.10 -1.43 12.24 -3.65 9.65 Raf2 16 -0.71 55.10 -0.39 12.24 -1.27 9.67 Raf2 17 1.05 28.02 0.19 12.24 0.70 9.70 Raf2 18 -1.09 55.10 -0.32 12.24 -1.59 9.69 Raf2 19 -1.35 55.10 -0.49 12.24 -2.08 9.67 Raf2 20 -1.46 55.10 -0.50 12.24 -1.48 9.71 Raf2 21 -1.81 55.10 -0.95 12.24 2.27 9.61 Raf2 22 -1.46 55.10 -0.50 12.24 -1.48 9.71 Raf2 23 -1.81 55.10 -0.95 12.24 2.27 9.61 Raf2 24 -1.77 55.10 -0.61 12.24 -2.06 9.67 Raf2 25 0.56 28.02 -1.04 12.24 -2.33 10.21 Raf2 26 -0.90 55.10 -0.27 12.24 -1.06 9.70 Raf2 27 1.28 28.02 0.79 12.24 -2.00 10.21 Raf2 28 -0.59 55.10 -0.69 12.24 1.74 10.21 Raf2 29 0.56 27.14 0.62 12.24 -1.20 9.61 Raf2 30 -0.94 55.10 -1.95 12.24 5.01 10.21 Raf2 31 0.88 27.14 1.97 12.24 4.56 10.21 Raf2 32 -0.49 55.10 -0.65 12.24 1.63 10.21 Raf2 33 0.45 27.14 0.60 12.24 1.18 10.21 Raf2 34 -0.55 55.10 -0.24 12.24 -1.08 9.66 Raf2 35 0.56 27.14 0.20 12.24 0.82 9.68 Raf2 36 -1.77 55.10 -0.61 12.24 -2.06 9.67 Raf2 37 0.56 28.02 -1.04 12.24 -2.33 10.21 Raf2 38 -0.90 55.10 -0.27 12.24 -1.06 9.70 Raf2 39 1.28 28.02 0.79 12.24 -2.00 10.21 Raf2 40 -1.46 55.10 -0.50 12.24 -1.48 9.71 Raf2 41 -1.81 55.10 -0.95 12.24 2.27 9.61 Raf2 42 -1.71 55.10 -1.62 12.24 4.08 10.21 Raf2 43 0.79 28.02 -1.04 12.24 2.66 10.21 Raf2 44 -1.17 55.10 -1.69 12.24 4.33 10.21 Raf2 45 1.33 28.02 1.27 12.24 2.91 10.21 Raf2 46 -1.50 55.10 -1.60 12.24 4.08 10.21 Raf2 47 -1.59 55.10 -1.43 12.24 -3.65 9.65 Raf2 48 -1.32 55.10 -0.42 12.24 -2.02 9.65 Raf2 49 0.51 28.02 -0.36 12.24 0.68 9.61 Raf2 50 -0.71 55.10 -0.39 12.24 -1.27 9.67 Raf2 51 1.05 28.02 0.19 12.24 0.70 9.70 Raf2 52 -1.09 55.10 -0.32 12.24 -1.59 9.69 Raf2 53 -1.35 55.10 -0.49 12.24 -2.08 9.67 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 136 of 160 JOB# 186565 STRENGTH RATIO: --------------- Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Col1 1 0.16 0.01 0.09 0.21 0.00 0.21 Col1 2 0.04 0.00 0.02 0.05 0.00 0.05 Col1 3 0.13 0.01 0.07 0.17 0.00 0.17 Col1 4 0.02 0.17 0.63 0.63 0.44 0.63 Col1 5 0.03 0.17 0.64 0.61 0.44 0.61 Col1 6 0.02 0.19 0.68 0.68 0.46 0.68 Col1 7 0.03 0.19 0.68 0.65 0.46 0.65 Col1 8 0.05 0.19 0.68 0.64 0.46 0.64 Col1 9 0.25 0.20 0.73 0.97 0.51 0.97 Col1 10 0.03 0.19 0.70 0.67 0.47 0.67 Col1 11 0.30 0.20 0.75 1.03 0.53 1.03 Col1 12 0.09 0.15 0.57 0.60 0.40 0.60 Col1 13 0.34 0.15 0.61 0.92 0.45 0.92 Col1 14 0.10 0.15 0.55 0.64 0.38 0.64 Col1 15 0.05 0.15 0.55 0.59 0.38 0.59 Col1 16 0.02 0.14 0.54 0.52 0.36 0.52 Col1 17 0.25 0.15 0.57 0.80 0.41 0.80 Col1 18 0.01 0.14 0.52 0.53 0.35 0.53 Col1 19 0.01 0.14 0.52 0.50 0.35 0.50 Col1 20 0.02 0.17 0.64 0.63 0.44 0.63 Col1 21 0.03 0.17 0.64 0.61 0.44 0.61 Col1 22 0.02 0.19 0.68 0.67 0.46 0.67 Col1 23 0.03 0.19 0.68 0.65 0.46 0.65 Col1 24 0.05 0.19 0.68 0.63 0.46 0.63 Col1 25 0.25 0.20 0.73 0.96 0.51 0.96 Col1 26 0.04 0.19 0.70 0.66 0.47 0.66 Col1 27 0.29 0.20 0.75 1.02 0.53 1.02 Col1 28 0.04 0.00 0.02 0.06 0.00 0.06 Col1 29 0.28 0.01 0.09 0.31 0.00 0.31 Col1 30 0.11 0.01 0.08 0.18 0.00 0.18 Col1 31 0.31 0.01 0.13 0.36 0.00 0.36 Col1 32 0.03 0.00 0.02 0.05 0.00 0.05 Col1 33 0.22 0.01 0.07 0.24 0.00 0.24 Col1 34 0.02 0.00 0.01 0.02 0.00 0.02 Col1 35 0.24 0.01 0.07 0.26 0.00 0.26 Col1 36 0.05 0.00 0.03 0.06 0.00 0.06 Col1 37 0.25 0.00 0.05 0.26 0.00 0.26 Col1 38 0.04 0.00 0.00 0.04 0.00 0.04 Col1 39 0.29 0.01 0.08 0.31 0.00 0.31 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 137 of 160 JOB# 186565 Col1 40 0.02 0.00 0.04 0.05 0.00 0.05 Col1 41 0.03 0.00 0.04 0.06 0.00 0.06 Col1 42 0.06 0.00 0.04 0.10 0.00 0.10 Col1 43 0.30 0.01 0.10 0.34 0.00 0.34 Col1 44 0.09 0.01 0.07 0.15 0.00 0.15 Col1 45 0.34 0.01 0.13 0.38 0.00 0.38 Col1 46 0.10 0.00 0.04 0.11 0.00 0.11 Col1 47 0.05 0.00 0.04 0.08 0.00 0.08 Col1 48 0.03 0.00 0.01 0.03 0.00 0.03 Col1 49 0.21 0.00 0.05 0.23 0.00 0.23 Col1 50 0.02 0.00 0.01 0.03 0.00 0.03 Col1 51 0.25 0.01 0.07 0.27 0.00 0.27 Col1 52 0.01 0.00 0.01 0.02 0.00 0.02 Col1 53 0.01 0.00 0.02 0.02 0.00 0.02 Col2 1 0.13 0.00 0.08 0.13 0.13 Col2 2 0.03 0.00 0.02 0.03 0.03 Col2 3 0.11 0.00 0.06 0.11 0.11 Col2 4 0.02 0.06 0.57 0.54 0.54 Col2 5 0.01 0.06 0.56 0.56 0.56 Col2 6 0.02 0.07 0.61 0.58 0.58 Col2 7 0.01 0.07 0.62 0.62 0.62 Col2 8 0.04 0.07 0.61 0.63 0.63 Col2 9 0.03 0.07 0.61 0.57 0.57 Col2 10 0.05 0.07 0.62 0.64 0.64 Col2 11 0.02 0.07 0.61 0.58 0.58 Col2 12 0.13 0.05 0.49 0.55 0.55 Col2 13 0.06 0.05 0.49 0.51 0.51 Col2 14 0.07 0.05 0.49 0.51 0.51 Col2 15 0.10 0.05 0.49 0.53 0.53 Col2 16 0.06 0.05 0.47 0.49 0.49 Col2 17 0.01 0.05 0.46 0.45 0.45 Col2 18 0.00 0.05 0.46 0.45 0.45 Col2 19 0.03 0.05 0.47 0.48 0.48 Col2 20 0.02 0.06 0.57 0.54 0.54 Col2 21 0.01 0.06 0.56 0.56 0.56 Col2 22 0.02 0.07 0.60 0.57 0.57 Col2 23 0.01 0.07 0.61 0.62 0.62 Col2 24 0.03 0.07 0.61 0.62 0.62 Col2 25 0.03 0.07 0.60 0.56 0.56 Col2 26 0.04 0.07 0.62 0.63 0.63 Col2 27 0.02 0.07 0.61 0.57 0.57 Col2 28 0.09 0.00 0.03 0.09 0.09 Col2 29 0.02 0.00 0.01 0.02 0.02 Col2 30 0.15 0.00 0.07 0.15 0.15 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 138 of 160 JOB# 186565 Col2 31 0.08 0.00 0.06 0.10 0.10 Col2 32 0.08 0.00 0.03 0.08 0.08 Col2 33 0.02 0.00 0.01 0.02 0.02 Col2 34 0.07 0.00 0.02 0.07 0.07 Col2 35 0.01 0.00 0.00 0.01 0.01 Col2 36 0.03 0.00 0.01 0.03 0.03 Col2 37 0.03 0.00 0.02 0.03 0.03 Col2 38 0.04 0.00 0.00 0.04 0.04 Col2 39 0.02 0.00 0.01 0.02 0.02 Col2 40 0.02 0.00 0.02 0.03 0.03 Col2 41 0.01 0.00 0.01 0.01 0.01 Col2 42 0.12 0.00 0.05 0.12 0.12 Col2 43 0.05 0.00 0.04 0.07 0.07 Col2 44 0.13 0.00 0.06 0.13 0.13 Col2 45 0.06 0.00 0.05 0.08 0.08 Col2 46 0.07 0.00 0.04 0.07 0.07 Col2 47 0.10 0.00 0.05 0.10 0.10 Col2 48 0.05 0.00 0.01 0.05 0.05 Col2 49 0.01 0.00 0.00 0.01 0.01 Col2 50 0.06 0.00 0.01 0.06 0.06 Col2 51 0.01 0.00 0.00 0.01 0.01 Col2 52 0.00 0.00 0.00 0.01 0.01 Col2 53 0.03 0.00 0.01 0.03 0.03 Col3 1 0.13 0.00 0.08 0.13 0.13 Col3 2 0.03 0.00 0.02 0.03 0.03 Col3 3 0.11 0.00 0.06 0.11 0.11 Col3 4 0.01 0.06 0.56 0.56 0.56 Col3 5 0.01 0.06 0.57 0.55 0.55 Col3 6 0.01 0.07 0.61 0.61 0.61 Col3 7 0.01 0.07 0.61 0.59 0.59 Col3 8 0.01 0.07 0.61 0.60 0.60 Col3 9 0.02 0.07 0.60 0.57 0.57 Col3 10 0.00 0.07 0.62 0.62 0.62 Col3 11 0.02 0.07 0.61 0.58 0.58 Col3 12 0.10 0.05 0.49 0.53 0.53 Col3 13 0.07 0.05 0.49 0.51 0.51 Col3 14 0.09 0.05 0.49 0.53 0.53 Col3 15 0.07 0.05 0.49 0.52 0.52 Col3 16 0.02 0.05 0.47 0.48 0.48 Col3 17 0.00 0.05 0.46 0.46 0.46 Col3 18 0.02 0.05 0.47 0.47 0.47 Col3 19 0.00 0.05 0.46 0.46 0.46 Col3 20 0.01 0.06 0.56 0.55 0.55 Col3 21 0.02 0.06 0.57 0.55 0.55 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 139 of 160 JOB# 186565 Col3 22 0.01 0.07 0.61 0.60 0.60 Col3 23 0.02 0.07 0.61 0.58 0.58 Col3 24 0.01 0.07 0.61 0.60 0.60 Col3 25 0.02 0.07 0.60 0.56 0.56 Col3 26 0.00 0.07 0.61 0.61 0.61 Col3 27 0.02 0.07 0.60 0.58 0.58 Col3 28 0.04 0.00 0.02 0.04 0.04 Col3 29 0.04 0.00 0.02 0.04 0.04 Col3 30 0.11 0.00 0.06 0.11 0.11 Col3 31 0.11 0.00 0.06 0.11 0.11 Col3 32 0.04 0.00 0.02 0.04 0.04 Col3 33 0.03 0.00 0.02 0.03 0.03 Col3 34 0.01 0.00 0.01 0.01 0.01 Col3 35 0.01 0.00 0.00 0.01 0.01 Col3 36 0.01 0.00 0.01 0.02 0.02 Col3 37 0.02 0.00 0.03 0.04 0.04 Col3 38 0.00 0.00 0.00 0.01 0.01 Col3 39 0.02 0.00 0.02 0.03 0.03 Col3 40 0.01 0.00 0.01 0.01 0.01 Col3 41 0.02 0.00 0.02 0.03 0.03 Col3 42 0.09 0.00 0.05 0.09 0.09 Col3 43 0.06 0.00 0.03 0.06 0.06 Col3 44 0.10 0.00 0.06 0.10 0.10 Col3 45 0.07 0.00 0.04 0.07 0.07 Col3 46 0.09 0.00 0.05 0.09 0.09 Col3 47 0.07 0.00 0.04 0.07 0.07 Col3 48 0.01 0.00 0.00 0.01 0.01 Col3 49 0.01 0.00 0.01 0.01 0.01 Col3 50 0.02 0.00 0.01 0.02 0.02 Col3 51 0.00 0.00 0.00 0.01 0.01 Col3 52 0.02 0.00 0.01 0.02 0.02 Col3 53 0.00 0.00 0.00 0.00 0.00 Col4 1 0.21 0.01 0.12 0.28 0.28 Col4 2 0.05 0.00 0.03 0.06 0.06 Col4 3 0.17 0.01 0.10 0.22 0.22 Col4 4 0.02 0.29 0.82 0.80 0.80 Col4 5 0.04 0.29 0.84 0.80 0.80 Col4 6 0.02 0.33 0.88 0.85 0.85 Col4 7 0.04 0.34 0.86 0.83 0.83 Col4 8 0.03 0.34 0.87 0.84 0.84 Col4 9 0.02 0.33 0.89 0.88 0.88 Col4 10 0.01 0.33 0.89 0.88 0.88 Col4 11 0.02 0.33 0.91 0.92 0.92 Col4 12 0.12 0.25 0.72 0.83 0.83 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 140 of 160 JOB# 186565 Col4 13 0.16 0.26 0.74 0.88 0.88 Col4 14 0.09 0.25 0.71 0.79 0.79 Col4 15 0.05 0.25 0.70 0.74 0.74 Col4 16 0.00 0.25 0.68 0.68 0.68 Col4 17 0.04 0.25 0.70 0.73 0.73 Col4 18 0.01 0.25 0.67 0.66 0.66 Col4 19 0.02 0.25 0.66 0.64 0.64 Col4 20 0.03 0.29 0.83 0.80 0.80 Col4 21 0.04 0.29 0.84 0.80 0.80 Col4 22 0.03 0.34 0.87 0.85 0.85 Col4 23 0.04 0.34 0.86 0.82 0.82 Col4 24 0.03 0.34 0.87 0.83 0.83 Col4 25 0.02 0.33 0.89 0.87 0.87 Col4 26 0.02 0.33 0.89 0.87 0.87 Col4 27 0.00 0.33 0.91 0.91 0.91 Col4 28 0.05 0.00 0.02 0.05 0.05 Col4 29 0.07 0.00 0.04 0.08 0.08 Col4 30 0.16 0.01 0.09 0.22 0.22 Col4 31 0.18 0.01 0.10 0.24 0.24 Col4 32 0.05 0.00 0.02 0.06 0.06 Col4 33 0.06 0.00 0.03 0.08 0.08 Col4 34 0.00 0.00 0.00 0.00 0.00 Col4 35 0.02 0.00 0.01 0.03 0.03 Col4 36 0.03 0.01 0.07 0.08 0.08 Col4 37 0.02 0.00 0.04 0.04 0.04 Col4 38 0.02 0.00 0.03 0.04 0.04 Col4 39 0.00 0.00 0.00 0.00 0.00 Col4 40 0.03 0.01 0.06 0.07 0.07 Col4 41 0.04 0.01 0.08 0.10 0.10 Col4 42 0.07 0.00 0.04 0.09 0.09 Col4 43 0.11 0.01 0.06 0.14 0.14 Col4 44 0.12 0.01 0.07 0.15 0.15 Col4 45 0.16 0.01 0.09 0.21 0.21 Col4 46 0.09 0.00 0.05 0.11 0.11 Col4 47 0.05 0.00 0.03 0.06 0.06 Col4 48 0.01 0.00 0.03 0.04 0.04 Col4 49 0.00 0.00 0.01 0.01 0.01 Col4 50 0.00 0.00 0.00 0.00 0.00 Col4 51 0.04 0.00 0.02 0.05 0.05 Col4 52 0.01 0.00 0.02 0.03 0.03 Col4 53 0.02 0.00 0.04 0.05 0.05 ----- ---- ----- ----- ------ ------ ------ ----- Raf1 1 0.03 0.19 0.57 0.59 0.60 Raf1 2 0.01 0.04 0.13 0.13 0.13 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 141 of 160 JOB# 186565 Raf1 3 0.02 0.15 0.46 0.48 0.48 Raf1 4 0.03 0.07 0.21 0.19 0.19 Raf1 5 0.03 0.04 0.23 0.23 0.23 Raf1 6 0.03 0.07 0.21 0.19 0.19 Raf1 7 0.03 0.04 0.23 0.23 0.23 Raf1 8 0.03 0.07 0.22 0.24 0.24 Raf1 9 0.01 0.05 0.14 0.15 0.15 Raf1 10 0.05 0.04 0.13 0.17 0.17 Raf1 11 0.04 0.04 0.15 0.18 0.18 Raf1 12 0.05 0.12 0.37 0.38 0.39 Raf1 13 0.04 0.12 0.34 0.38 0.38 Raf1 14 0.02 0.11 0.33 0.32 0.35 Raf1 15 0.03 0.14 0.42 0.41 0.44 Raf1 16 0.04 0.02 0.13 0.12 0.13 Raf1 17 0.03 0.01 0.07 0.09 0.09 Raf1 18 0.02 0.03 0.16 0.16 0.16 Raf1 19 0.02 0.03 0.21 0.20 0.21 Raf1 20 0.03 0.08 0.22 0.21 0.21 Raf1 21 0.03 0.04 0.22 0.22 0.22 Raf1 22 0.03 0.08 0.22 0.21 0.21 Raf1 23 0.03 0.04 0.22 0.22 0.22 Raf1 24 0.03 0.08 0.24 0.25 0.25 Raf1 25 0.01 0.06 0.16 0.17 0.17 Raf1 26 0.04 0.05 0.14 0.18 0.18 Raf1 27 0.04 0.04 0.16 0.19 0.19 Raf1 28 0.01 0.07 0.20 0.20 0.21 Raf1 29 0.05 0.04 0.10 0.14 0.14 Raf1 30 0.01 0.17 0.51 0.51 0.54 Raf1 31 0.05 0.15 0.43 0.47 0.47 Raf1 32 0.01 0.06 0.18 0.18 0.19 Raf1 33 0.04 0.04 0.10 0.12 0.12 Raf1 34 0.01 0.03 0.11 0.10 0.11 Raf1 35 0.04 0.01 0.09 0.11 0.11 Raf1 36 0.03 0.08 0.24 0.25 0.25 Raf1 37 0.01 0.06 0.16 0.17 0.17 Raf1 38 0.04 0.05 0.14 0.18 0.18 Raf1 39 0.04 0.04 0.16 0.19 0.19 Raf1 40 0.03 0.08 0.22 0.21 0.21 Raf1 41 0.03 0.04 0.22 0.22 0.22 Raf1 42 0.03 0.12 0.37 0.35 0.37 Raf1 43 0.02 0.10 0.31 0.33 0.33 Raf1 44 0.05 0.12 0.37 0.38 0.39 Raf1 45 0.04 0.12 0.34 0.38 0.38 Raf1 46 0.02 0.11 0.33 0.32 0.35 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 142 of 160 JOB# 186565 Raf1 47 0.03 0.14 0.42 0.41 0.44 Raf1 48 0.02 0.04 0.21 0.20 0.20 Raf1 49 0.01 0.01 0.02 0.03 0.03 Raf1 50 0.04 0.02 0.13 0.12 0.13 Raf1 51 0.03 0.01 0.07 0.09 0.09 Raf1 52 0.02 0.03 0.16 0.16 0.16 Raf1 53 0.02 0.03 0.21 0.20 0.21 Raf2 1 0.03 0.19 0.57 0.59 0.60 0.60 Raf2 2 0.01 0.04 0.13 0.13 0.13 0.13 Raf2 3 0.02 0.15 0.46 0.48 0.48 0.48 Raf2 4 0.03 0.03 0.16 0.16 0.16 0.16 Raf2 5 0.03 0.07 0.23 0.23 0.23 0.23 Raf2 6 0.03 0.03 0.16 0.16 0.16 0.16 Raf2 7 0.03 0.07 0.23 0.23 0.23 0.23 Raf2 8 0.03 0.05 0.22 0.22 0.22 0.22 Raf2 9 0.02 0.08 0.21 0.22 0.22 0.22 Raf2 10 0.02 0.02 0.12 0.12 0.12 0.12 Raf2 11 0.05 0.06 0.17 0.22 0.18 0.22 Raf2 12 0.02 0.14 0.42 0.42 0.45 0.45 Raf2 13 0.05 0.10 0.28 0.33 0.30 0.33 Raf2 14 0.03 0.13 0.40 0.39 0.42 0.42 Raf2 15 0.03 0.12 0.38 0.35 0.37 0.37 Raf2 16 0.01 0.03 0.13 0.12 0.13 0.13 Raf2 17 0.04 0.02 0.07 0.09 0.07 0.09 Raf2 18 0.02 0.03 0.16 0.16 0.16 0.16 Raf2 19 0.02 0.04 0.21 0.20 0.21 0.21 Raf2 20 0.03 0.04 0.15 0.15 0.15 0.15 Raf2 21 0.03 0.08 0.24 0.22 0.22 0.22 Raf2 22 0.03 0.04 0.15 0.15 0.15 0.15 Raf2 23 0.03 0.08 0.24 0.22 0.22 0.22 Raf2 24 0.03 0.05 0.21 0.21 0.21 0.21 Raf2 25 0.02 0.09 0.23 0.25 0.24 0.25 Raf2 26 0.02 0.02 0.11 0.11 0.11 0.11 Raf2 27 0.05 0.06 0.20 0.24 0.21 0.24 Raf2 28 0.01 0.06 0.17 0.17 0.18 0.18 Raf2 29 0.02 0.05 0.12 0.13 0.12 0.13 Raf2 30 0.02 0.16 0.49 0.50 0.52 0.52 Raf2 31 0.03 0.16 0.45 0.48 0.47 0.48 Raf2 32 0.01 0.05 0.16 0.16 0.17 0.17 Raf2 33 0.02 0.05 0.12 0.13 0.13 0.13 Raf2 34 0.01 0.02 0.11 0.10 0.11 0.11 Raf2 35 0.02 0.02 0.09 0.11 0.08 0.11 Raf2 36 0.03 0.05 0.21 0.21 0.21 0.21 Raf2 37 0.02 0.09 0.23 0.25 0.24 0.25 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 143 of 160 JOB# 186565 Raf2 38 0.02 0.02 0.11 0.11 0.11 0.11 Raf2 39 0.05 0.06 0.20 0.24 0.21 0.24 Raf2 40 0.03 0.04 0.15 0.15 0.15 0.15 Raf2 41 0.03 0.08 0.24 0.22 0.22 0.22 Raf2 42 0.03 0.13 0.40 0.39 0.42 0.42 Raf2 43 0.03 0.08 0.26 0.28 0.27 0.28 Raf2 44 0.02 0.14 0.42 0.42 0.45 0.45 Raf2 45 0.05 0.10 0.28 0.33 0.30 0.33 Raf2 46 0.03 0.13 0.40 0.39 0.42 0.42 Raf2 47 0.03 0.12 0.38 0.35 0.37 0.37 Raf2 48 0.02 0.03 0.21 0.20 0.20 0.20 Raf2 49 0.02 0.03 0.07 0.08 0.08 0.08 Raf2 50 0.01 0.03 0.13 0.12 0.13 0.13 Raf2 51 0.04 0.02 0.07 0.09 0.07 0.09 Raf2 52 0.02 0.03 0.16 0.16 0.16 0.16 Raf2 53 0.02 0.04 0.21 0.20 0.21 0.21 COLUMN REACTIONS: ----------------- Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- Col1 1 1.77 0.00 0.03 0.00 Col1 2 0.45 0.00 0.01 0.00 Col1 3 1.44 0.00 0.02 0.00 Col1 4 -0.15 0.00 -0.70 -0.69 Col1 5 -1.44 0.40 -0.71 -0.69 Col1 6 -0.15 0.00 0.79 0.80 Col1 7 -1.44 0.40 0.78 0.80 Col1 8 -3.55 1.64 0.79 0.80 Col1 9 2.84 0.00 0.81 0.80 Col1 10 -3.01 1.64 0.80 0.80 Col1 11 3.38 0.00 0.82 0.80 Col1 12 -1.00 1.23 0.62 0.60 Col1 13 3.79 0.00 0.64 0.60 Col1 14 1.15 0.00 0.61 0.60 Col1 15 0.17 0.30 0.61 0.60 Col1 16 -1.99 1.23 0.60 0.60 Col1 17 2.80 0.00 0.62 0.60 Col1 18 0.16 0.00 0.59 0.60 Col1 19 -0.81 0.30 0.59 0.60 Col1 20 -0.24 0.00 -0.71 -0.69 Col1 21 -1.54 0.40 -0.71 -0.69 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 144 of 160 JOB# 186565 Col1 22 -0.24 0.00 0.78 0.80 Col1 23 -1.54 0.40 0.78 0.80 Col1 24 -3.64 1.64 0.79 0.80 Col1 25 2.74 0.00 0.81 0.80 Col1 26 -3.10 1.64 0.80 0.80 Col1 27 3.28 0.00 0.82 0.80 Col1 28 -1.69 1.19 0.01 0.00 Col1 29 3.10 0.00 0.03 0.00 Col1 30 -0.19 0.90 0.02 0.00 Col1 31 3.44 0.00 0.04 0.00 Col1 32 -1.17 0.90 0.01 0.00 Col1 33 2.46 0.00 0.02 0.00 Col1 34 -2.08 1.19 0.00 0.00 Col1 35 2.71 0.00 0.02 0.00 Col1 36 -3.64 1.64 -0.01 0.00 Col1 37 2.74 0.00 0.02 0.00 Col1 38 -3.10 1.64 0.00 0.00 Col1 39 3.28 0.00 0.02 0.00 Col1 40 -0.24 0.00 -0.01 0.00 Col1 41 -1.54 0.40 -0.01 0.00 Col1 42 -1.41 1.23 0.01 0.00 Col1 43 3.38 0.00 0.03 0.00 Col1 44 -1.00 1.23 0.02 0.00 Col1 45 3.79 0.00 0.04 0.00 Col1 46 1.15 0.00 0.01 0.00 Col1 47 0.17 0.30 0.01 0.00 Col1 48 -2.39 1.23 0.00 0.00 Col1 49 2.40 0.00 0.02 0.00 Col1 50 -1.99 1.23 0.00 0.00 Col1 51 2.80 0.00 0.02 0.00 Col1 52 0.16 0.00 0.00 0.00 Col1 53 -0.81 0.30 -0.01 0.00 Col2 1 5.06 0.00 0.07 0.00 Col2 2 1.31 0.00 0.02 0.00 Col2 3 4.12 0.00 0.06 0.00 Col2 4 -1.86 0.40 -1.64 -1.62 Col2 5 0.54 0.00 -1.62 -1.62 Col2 6 -1.86 0.40 1.77 1.79 Col2 7 0.54 0.00 1.79 1.79 Col2 8 1.55 0.00 1.78 1.79 Col2 9 -4.04 1.64 1.77 1.79 Col2 10 2.03 0.00 1.79 1.79 Col2 11 -3.56 1.64 1.78 1.79 Col2 12 5.11 0.00 1.39 1.34 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 145 of 160 JOB# 186565 Col2 13 0.91 1.23 1.38 1.34 Col2 14 2.19 0.30 1.38 1.34 Col2 15 3.99 0.00 1.39 1.34 Col2 16 2.29 0.00 1.35 1.34 Col2 17 -1.90 1.23 1.34 1.34 Col2 18 -0.62 0.30 1.34 1.34 Col2 19 1.18 0.00 1.35 1.34 Col2 20 -2.14 0.40 -1.64 -1.62 Col2 21 0.25 0.00 -1.62 -1.62 Col2 22 -2.14 0.40 1.77 1.79 Col2 23 0.25 0.00 1.78 1.79 Col2 24 1.26 0.00 1.78 1.79 Col2 25 -4.32 1.64 1.77 1.79 Col2 26 1.74 0.00 1.79 1.79 Col2 27 -3.85 1.64 1.78 1.79 Col2 28 3.65 0.00 0.03 0.00 Col2 29 -1.11 1.19 0.01 0.00 Col2 30 5.89 0.00 0.07 0.00 Col2 31 2.29 0.90 0.05 0.00 Col2 32 3.08 0.00 0.03 0.00 Col2 33 -0.53 0.90 0.01 0.00 Col2 34 2.53 0.00 0.02 0.00 Col2 35 -2.24 1.19 0.00 0.00 Col2 36 1.26 0.00 -0.01 0.00 Col2 37 -4.32 1.64 -0.02 0.00 Col2 38 1.74 0.00 0.00 0.00 Col2 39 -3.85 1.64 -0.01 0.00 Col2 40 -2.14 0.40 -0.02 0.00 Col2 41 0.25 0.00 0.00 0.00 Col2 42 4.75 0.00 0.05 0.00 Col2 43 0.56 1.23 0.04 0.00 Col2 44 5.11 0.00 0.05 0.00 Col2 45 0.91 1.23 0.04 0.00 Col2 46 2.19 0.30 0.04 0.00 Col2 47 3.99 0.00 0.05 0.00 Col2 48 1.94 0.00 0.00 0.00 Col2 49 -2.26 1.23 0.00 0.00 Col2 50 2.29 0.00 0.01 0.00 Col2 51 -1.90 1.23 0.00 0.00 Col2 52 -0.62 0.30 0.00 0.00 Col2 53 1.18 0.00 0.01 0.00 Col3 1 5.06 0.00 0.07 0.00 Col3 2 1.31 0.00 0.02 0.00 Col3 3 4.12 0.00 0.06 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 146 of 160 JOB# 186565 Col3 4 -0.24 0.00 -1.63 -1.62 Col3 5 -0.94 0.00 -1.64 -1.62 Col3 6 -0.24 0.00 1.78 1.79 Col3 7 -0.94 0.00 1.77 1.79 Col3 8 -0.34 0.00 1.78 1.79 Col3 9 -1.60 0.00 1.76 1.79 Col3 10 0.14 0.00 1.79 1.79 Col3 11 -1.13 0.00 1.77 1.79 Col3 12 3.69 0.00 1.39 1.34 Col3 13 2.74 0.00 1.38 1.34 Col3 14 3.41 0.00 1.39 1.34 Col3 15 2.88 0.00 1.38 1.34 Col3 16 0.88 0.00 1.35 1.34 Col3 17 -0.07 0.00 1.34 1.34 Col3 18 0.59 0.00 1.35 1.34 Col3 19 0.06 0.00 1.34 1.34 Col3 20 -0.53 0.00 -1.63 -1.62 Col3 21 -1.23 0.00 -1.64 -1.62 Col3 22 -0.53 0.00 1.78 1.79 Col3 23 -1.23 0.00 1.77 1.79 Col3 24 -0.62 0.00 1.78 1.79 Col3 25 -1.89 0.00 1.76 1.79 Col3 26 -0.15 0.00 1.78 1.79 Col3 27 -1.41 0.00 1.77 1.79 Col3 28 1.57 0.00 0.02 0.00 Col3 29 1.36 0.00 0.02 0.00 Col3 30 4.32 0.00 0.06 0.00 Col3 31 4.16 0.00 0.06 0.00 Col3 32 1.51 0.00 0.02 0.00 Col3 33 1.35 0.00 0.02 0.00 Col3 34 0.45 0.00 0.00 0.00 Col3 35 0.24 0.00 0.00 0.00 Col3 36 -0.62 0.00 -0.01 0.00 Col3 37 -1.89 0.00 -0.03 0.00 Col3 38 -0.15 0.00 0.00 0.00 Col3 39 -1.41 0.00 -0.02 0.00 Col3 40 -0.53 0.00 -0.01 0.00 Col3 41 -1.23 0.00 -0.02 0.00 Col3 42 3.33 0.00 0.05 0.00 Col3 43 2.38 0.00 0.03 0.00 Col3 44 3.69 0.00 0.05 0.00 Col3 45 2.74 0.00 0.04 0.00 Col3 46 3.41 0.00 0.05 0.00 Col3 47 2.88 0.00 0.04 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 147 of 160 JOB# 186565 Col3 48 0.52 0.00 0.00 0.00 Col3 49 -0.43 0.00 -0.01 0.00 Col3 50 0.88 0.00 0.01 0.00 Col3 51 -0.07 0.00 0.00 0.00 Col3 52 0.59 0.00 0.01 0.00 Col3 53 0.06 0.00 0.00 0.00 Col4 1 1.75 0.00 0.03 0.00 Col4 2 0.44 0.00 0.01 0.00 Col4 3 1.43 0.00 0.02 0.00 Col4 4 -0.68 0.00 -0.71 -0.69 Col4 5 -1.07 0.00 -0.71 -0.69 Col4 6 -0.68 0.00 0.78 0.80 Col4 7 -1.07 0.00 0.78 0.80 Col4 8 -0.88 0.00 0.78 0.80 Col4 9 -0.41 0.00 0.79 0.80 Col4 10 -0.34 0.00 0.79 0.80 Col4 11 0.13 0.00 0.80 0.80 Col4 12 1.00 0.00 0.61 0.60 Col4 13 1.35 0.00 0.62 0.60 Col4 14 0.75 0.00 0.61 0.60 Col4 15 0.45 0.00 0.61 0.60 Col4 16 0.01 0.00 0.60 0.60 Col4 17 0.37 0.00 0.60 0.60 Col4 18 -0.24 0.00 0.59 0.60 Col4 19 -0.54 0.00 0.59 0.60 Col4 20 -0.77 0.00 -0.71 -0.69 Col4 21 -1.16 0.00 -0.71 -0.69 Col4 22 -0.77 0.00 0.78 0.80 Col4 23 -1.16 0.00 0.78 0.80 Col4 24 -0.97 0.00 0.78 0.80 Col4 25 -0.50 0.00 0.79 0.80 Col4 26 -0.43 0.00 0.79 0.80 Col4 27 0.04 0.00 0.80 0.80 Col4 28 0.40 0.00 0.01 0.00 Col4 29 0.58 0.00 0.01 0.00 Col4 30 1.40 0.00 0.02 0.00 Col4 31 1.53 0.00 0.03 0.00 Col4 32 0.41 0.00 0.01 0.00 Col4 33 0.55 0.00 0.01 0.00 Col4 34 0.02 0.00 0.00 0.00 Col4 35 0.20 0.00 0.00 0.00 Col4 36 -0.97 0.00 -0.02 0.00 Col4 37 -0.50 0.00 -0.01 0.00 Col4 38 -0.43 0.00 -0.01 0.00 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 148 of 160 JOB# 186565 Col4 39 0.04 0.00 0.00 0.00 Col4 40 -0.77 0.00 -0.01 0.00 Col4 41 -1.16 0.00 -0.02 0.00 Col4 42 0.59 0.00 0.01 0.00 Col4 43 0.95 0.00 0.02 0.00 Col4 44 1.00 0.00 0.02 0.00 Col4 45 1.35 0.00 0.02 0.00 Col4 46 0.75 0.00 0.01 0.00 Col4 47 0.45 0.00 0.01 0.00 Col4 48 -0.39 0.00 -0.01 0.00 Col4 49 -0.04 0.00 0.00 0.00 Col4 50 0.01 0.00 0.00 0.00 Col4 51 0.37 0.00 0.01 0.00 Col4 52 -0.24 0.00 -0.01 0.00 Col4 53 -0.54 0.00 -0.01 0.00 COLUMN DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Col1 54 0.00 1.92 Col1 55 0.00 1.92 Col1 56 0.00 1.92 Col1 57 0.00 1.92 Col1 58 0.00 1.92 Col1 59 0.00 1.92 Col1 60 0.00 1.92 Col1 61 0.00 1.92 Col1 62 0.00 1.92 Col1 63 0.00 1.92 Col1 64 -0.53 1.92 Col1 65 0.61 1.92 Col1 66 0.00 1.92 Col1 67 0.00 1.92 Col1 68 0.00 1.92 Col2 54 0.00 2.33 Col2 55 0.00 2.33 Col2 56 0.00 2.33 Col2 57 0.00 2.33 Col2 58 0.00 2.33 Col2 59 0.00 2.33 Col2 60 0.00 2.33 Col2 61 0.00 2.33 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 149 of 160 JOB# 186565 Col2 62 0.00 2.33 Col2 63 0.00 2.33 Col2 64 -0.84 2.33 Col2 65 0.93 2.33 Col2 66 0.00 2.33 Col2 67 0.00 2.33 Col2 68 0.00 2.33 Col3 54 0.00 2.33 Col3 55 0.00 2.33 Col3 56 0.00 2.33 Col3 57 0.00 2.33 Col3 58 0.00 2.33 Col3 59 0.00 2.33 Col3 60 0.00 2.33 Col3 61 0.00 2.33 Col3 62 0.00 2.33 Col3 63 0.00 2.33 Col3 64 -0.84 2.33 Col3 65 0.93 2.33 Col3 66 0.00 2.33 Col3 67 0.00 2.33 Col3 68 0.00 2.33 Col4 54 0.00 1.92 Col4 55 0.00 1.92 Col4 56 0.00 1.92 Col4 57 0.00 1.92 Col4 58 0.00 1.92 Col4 59 0.00 1.92 Col4 60 0.00 1.92 Col4 61 0.00 1.92 Col4 62 0.00 1.92 Col4 63 0.00 1.92 Col4 64 -0.63 1.92 Col4 65 0.72 1.92 Col4 66 0.00 1.92 Col4 67 0.00 1.92 Col4 68 0.00 1.92 RAFTER DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ Raf1 54 -0.16 0.87 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 150 of 160 JOB# 186565 Raf1 55 -0.12 0.87 Raf1 56 -0.12 0.87 Raf1 57 -0.03 0.87 Raf1 58 0.09 0.87 Raf1 59 0.03 0.87 Raf1 60 0.05 0.87 Raf1 61 0.05 0.98 Raf1 62 0.08 0.87 Raf1 63 -0.09 0.98 Raf1 64 -0.02 0.87 Raf1 65 -0.02 0.87 Raf1 66 -0.07 0.98 Raf1 67 0.05 0.98 Raf1 68 -0.02 0.87 Raf2 54 -0.16 0.87 Raf2 55 -0.12 0.87 Raf2 56 -0.12 0.87 Raf2 57 -0.03 0.87 Raf2 58 -0.09 0.98 Raf2 59 0.06 0.87 Raf2 60 -0.05 0.98 Raf2 61 0.05 0.98 Raf2 62 -0.07 0.98 Raf2 63 0.09 0.87 Raf2 64 -0.02 0.87 Raf2 65 -0.02 0.87 Raf2 66 -0.07 0.98 Raf2 67 -0.05 0.87 Raf2 68 -0.02 0.87 UNBRACED LENGTH: ---------------- Major --Minor(ft)-- ----KL/R---- Id (ft) Bend Axial Major Minor ------ ------ ------ ------ ----- ----- Col1 19.2 7.3 7.3 72 69 Col2 23.3 7.3 7.3 87 105 Col3 23.3 7.3 7.3 87 105 Col4 19.2 7.3 7.3 72 69 ------ ------ ------ ------ ----- ----- Raf1 14.8 5.0 5.0 56 47 Raf2 14.8 5.0 5.0 56 47 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 151 of 160 JOB# 186565 LOAD COMBINATIONS: ------------------ Strength Combinations 1 - Dead+Collateral+Live 2 - Dead+Collateral 3 - Dead+Collateral+0.75Live 4 - Dead+0.6Wind_Pressure+0.6Wind_Long1 5 - Dead+0.6Wind_Pressure+0.6Wind_Long2 6 - Dead+0.6Wind_Suction+0.6Wind_Long1 7 - Dead+0.6Wind_Suction+0.6Wind_Long2 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 9 - Dead+0.6Wind_Right1+0.6Wind_Suction 10 - Dead+0.6Wind_Left2+0.6Wind_Suction 11 - Dead+0.6Wind_Right2+0.6Wind_Suction 12 - Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Suction 13 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 14 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long1 15 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 16 - Dead+Collateral+0.45Wind_Left2+0.45Wind_Suction 17 - Dead+Collateral+0.45Wind_Right2+0.45Wind_Suction 18 - Dead+Collateral+0.45Wind_Suction+0.45Wind_Long1 19 - Dead+Collateral+0.45Wind_Suction+0.45Wind_Long2 20 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 21 - 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 22 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long1 23 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 24 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 25 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 26 - 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 27 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 28 - 1.12Dead+1.12Collateral+0.7Seismic_L 29 - 1.12Dead+1.12Collateral+0.7Seismic_R 30 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_L 31 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_R 32 - 1.09Dead+1.09Collateral+0.53Seismic_L 33 - 1.09Dead+1.09Collateral+0.53Seismic_R 34 - 0.48Dead+0.7Seismic_L 35 - 0.48Dead+0.7Seismic_R 36 - 0.6Dead+0.6Wind_Left1 37 - 0.6Dead+0.6Wind_Right1 38 - 0.6Dead+0.6Wind_Left2 39 - 0.6Dead+0.6Wind_Right2 40 - 0.6Dead+0.6Wind_Long1 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 152 of 160 JOB# 186565 41 - 0.6Dead+0.6Wind_Long2 42 - Dead+Collateral+0.75Live+0.45Wind_Left1 43 - Dead+Collateral+0.75Live+0.45Wind_Right1 44 - Dead+Collateral+0.75Live+0.45Wind_Left2 45 - Dead+Collateral+0.75Live+0.45Wind_Right2 46 - Dead+Collateral+0.75Live+0.45Wind_Long1 47 - Dead+Collateral+0.75Live+0.45Wind_Long2 48 - Dead+Collateral+0.45Wind_Left1 49 - Dead+Collateral+0.45Wind_Right1 50 - Dead+Collateral+0.45Wind_Left2 51 - Dead+Collateral+0.45Wind_Right2 52 - Dead+Collateral+0.45Wind_Long1 53 - Dead+Collateral+0.45Wind_Long2 Deflection Combinations 54 - Dead+Collateral+Live 55 - Dead+Collateral+0.75Live 56 - Live 57 - Dead+Collateral 58 - Dead+0.49Wind_Left1 59 - Dead+0.49Wind_Right1 60 - Dead+0.49Wind_Left2 61 - Dead+0.49Wind_Right2 62 - Dead+0.49Wind_Long1 63 - Dead+0.49Wind_Long2 64 - Dead+0.49Wind_Pressure 65 - Dead+0.49Wind_Suction 66 - Dead+Seismic_L 67 - Dead+Seismic_R 68 - Dead ================================================================================ 186565FS Wall 3 - Rafter Splice Design 12/ 1/23 1:52pm ================================================================================ DESIGN CONSTANTS: ----------------- Plate Yield = 55.00(ksi ) Bolt Type = A325 Bolt Shear Stress = 27.00(ksi ) Bolt Tension Stress = 45.00(ksi ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 153 of 160 JOB# 186565 PLATE SIZE: ----------- -Surface- Rafter ---Plate--- ---------------Bolts--------------- Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT RowB SpaceB ------ ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ Spl1 M 3 0.0 8.00 3.50 0.375 0.625 0.00 2 4.00 2 4.00 PLATE REACTIONS: ---------------- Load Axial Shear Moment Id Side Id (k ) (k ) (f-k ) ------ ---- ---- ----- ----- ------ Spl1 Top 27 0.67 0.25 1.57 Bot 15 1.34 0.52 -3.65 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Spl1 0.156 F2 0.23 1.86 0.156 F2 0.54 1.86 0.156 F1 0.07 1.86 LOAD COMBINATIONS: ------------------ 15 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 27 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction ================================================================================ 186565FS Wall 3 - Base Plate Design 12/ 1/23 1:52pm ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Concrete Bearing = 1.05(ksi ) Bolt Type = A36 Bolt Shear Stress = 11.60(ksi ) Bolt Tension Stress = 21.75(ksi ) 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 154 of 160 JOB# 186565 BASE SIZE: ---------- -----Base(in)---- --Plate_Size(in)-- ------Bolts(in)------ Req Req Id Type Depth Elev Width Thick Length Dia Row Space Gage Thick Dia ----- ---- ----- ----- ----- ----- ------ ----- --- ----- ----- ----- ----- Col1 S5 8.00 0.0 3.50 0.375 8.00 0.625 2 0.00 0.00 0.322 Col2 S3 7.89 0.0 6.00 0.375 8.00 0.625 2 3.00 3.50 0.259 0.254 Col3 S3 7.89 0.0 6.00 0.375 8.00 0.625 2 3.00 3.50 0.171 0.218 Col4 S5 8.00 0.0 3.50 0.375 8.00 0.625 2 0.00 0.00 0.206 S3 - Welded Plate S5 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max_Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx(k ) Fy(k ) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Col1 13 3.79 24 -3.64 1.82 10 1.83 24 1.82 -3.64 Col2 30 5.89 25 -4.32 2.41 11 2.42 25 2.41 -4.32 Col3 1 5.06 25 -1.89 1.76 10 1.79 24 1.78 -0.62 Col4 1 1.75 23 -1.16 0.78 11 0.80 25 0.79 -0.50 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Col1 0.156 F1 0.52 1.86 0.156 F1 0.52 1.86 0.156 F1 0.23 1.86 Col2 0.250 F1 0.55 3.71 0.250 F1 0.55 3.71 0.188 F1 0.32 2.78 Col3 0.250 F1 0.24 3.71 0.250 F1 0.24 3.71 0.188 F1 0.24 2.78 Col4 0.156 F1 0.17 1.86 0.156 F1 0.17 1.86 0.156 F1 0.10 1.86 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 10 - Dead+0.6Wind_Left2+0.6Wind_Suction 11 - Dead+0.6Wind_Right2+0.6Wind_Suction 13 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 23 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 24 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 25 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 155 of 160 JOB# 186565 30 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_L ================================================================================ 186565FS Wall 3 - Flush Girt Layout 12/ 1/23 1:52pm ================================================================================ GIRT LAYOUT: ------------ Bay Girt Bay_Offset Design Load ---Max_Load--- Id Id Locate Part Start End Length Weight Width Id UC Report Rot --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 1 1 7.333 8X25Z16 0.00 13.00 12.00 33.5 6.83 WS 0.48 Moment D 2 13.667 8X25Z16 0.00 13.00 12.00 33.5 5.33 WS 0.38 Moment D 3 18.000 8X25Z16 0.00 13.00 12.00 33.5 5.30 WS 0.37 Moment D --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 2 4 7.333 8X25Z16 0.00 2.00 1.33 3.7 6.83 WS 0.02 Shear D 5 7.333 8X25Z16 12.00 14.00 1.33 3.7 6.83 WS 0.02 Shear D 6 13.667 8X25Z16 0.00 14.00 13.33 37.2 5.33 WS 0.58 Moment D 7 18.000 8X25Z16 0.00 14.00 13.33 37.2 4.33 WS 0.37 Moment D 8 22.333 8X25Z16 0.00 14.00 13.33 37.2 4.33 WS 0.37 Moment D --- ---- ------ -------- ----- ----- ------ ------ ----- -- ---- ------ --- 3 9 7.333 8X25Z16 0.00 13.00 12.00 33.5 6.83 WS 0.46 Moment D 10 13.667 8X25Z16 0.00 13.00 12.00 33.5 5.33 WS 0.38 Moment D 11 18.000 8X25Z16 0.00 13.00 12.00 33.5 5.30 WS 0.37 Moment D WS - 0.6Wind_Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 --- --- --- 0 0 0 GIRT STRENGTH: -------------- Bay Girt Load ----Shear(k )--- --Moment(f-k )-- Mom+ ---Deflect(in)-- Id Id Id Calc Limit UC Calc Limit UC Shear Calc Limit UC --- ---- ---- ----- ----- ---- ----- ----- ---- ----- ----- ----- ---- 1 1 WP 0.46 2.44 0.19 -1.37 3.63 0.38 0.23 -0.13 1.60 0.08 WS -0.53 2.44 0.22 1.54 3.18 0.48 0.26 0.14 1.60 0.09 1 2 WP 0.36 2.44 0.15 -1.07 3.63 0.30 0.18 -0.10 1.60 0.06 WS -0.41 2.44 0.17 1.20 3.18 0.38 0.20 0.11 1.60 0.07 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 156 of 160 JOB# 186565 1 3 WP 0.36 2.44 0.15 -1.07 3.63 0.29 0.18 -0.10 1.60 0.06 WS -0.41 2.44 0.17 1.19 3.18 0.37 0.20 0.11 1.60 0.07 2 4 WP -0.05 2.44 0.02 -0.02 3.63 0.00 0.00 0.00 0.18 0.00 WS -0.06 2.44 0.02 0.02 3.87 0.00 0.00 0.00 0.18 0.00 2 5 WP -0.05 2.44 0.02 -0.02 3.63 0.00 0.00 0.00 0.18 0.00 WS -0.06 2.44 0.02 0.02 3.87 0.00 0.00 0.00 0.18 0.00 2 6 WP 0.73 2.44 0.30 -1.68 3.63 0.46 0.30 -0.21 1.78 0.12 WS -0.80 2.44 0.33 1.86 3.18 0.58 0.33 0.23 1.78 0.13 2 7 WP 0.32 2.44 0.13 -1.08 3.63 0.30 0.18 -0.12 1.78 0.07 WS 0.35 2.44 0.15 1.18 3.18 0.37 0.20 0.14 1.78 0.08 2 8 WP 0.32 2.44 0.13 -1.08 3.63 0.30 0.18 -0.12 1.78 0.07 WS -0.35 2.44 0.15 1.18 3.18 0.37 0.20 0.14 1.78 0.08 3 9 WP 0.46 2.44 0.19 -1.32 3.63 0.36 0.23 -0.13 1.60 0.08 WS 0.53 2.44 0.22 1.48 3.18 0.46 0.26 0.14 1.60 0.09 3 10 WP 0.36 2.44 0.15 -1.07 3.63 0.30 0.18 -0.10 1.60 0.06 WS 0.41 2.44 0.17 1.20 3.18 0.38 0.20 0.11 1.60 0.07 3 11 WP 0.36 2.44 0.15 -1.07 3.63 0.29 0.18 -0.10 1.60 0.06 WS 0.41 2.44 0.17 1.19 3.18 0.37 0.20 0.11 1.60 0.07 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ 186565FS Wall 3 - Door Jamb & Header Design 12/ 1/23 1:52pm ================================================================================ LAYOUT: ------- Reduction Open Bay Load Factor Id Id Locate Part Length Width Weight Out In ---- --- ------ -------- ------ ----- ------ ---- ---- 3 2 JambL 8X35C16 13.67 5.00 43.6 0.00 0.00 JambR 8X35C16 13.67 5.00 43.6 0.00 0.00 Header 8X25C16 10.00 1.83 27.9 0.00 0.65 STRENGTH/DEFLECTION: -------------------- Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- 3 JambL WP -0.40 2.42 7.33 -1.49 4.41 0.00 0.34 -0.07 1.82 WS 0.44 2.42 7.33 1.64 4.41 0.00 0.37 0.08 1.82 JambR WP -0.40 2.42 7.33 -1.49 4.41 0.00 0.34 -0.07 1.82 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 157 of 160 JOB# 186565 WS 0.44 2.42 7.33 1.64 4.41 0.00 0.37 0.08 1.82 Header WP -0.10 2.42 5.00 -0.26 3.88 0.05 0.07 0.02 1.33 WS 0.11 2.42 5.00 0.28 3.03 0.05 0.09 0.02 1.33 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction ================================================================================ 186565FS Wall 3 - Diagonal Bracing Design 12/ 1/23 1:52pm ================================================================================ PANEL SHEAR WITH NO BRACING: ---------------------------- Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 26.67 8 61.6 34 51.6 100.0 DIAGONAL BRACE LAYOUT: ---------------------- Bay Brace_Locate Bay Design ------Diag_Brace----- ----KL/R--- Id Start End Width Length Type Size Part Calc Limit --- ----- ----- ----- ------ ---- ----- -------- ----- ----- 1 0.00 13.67 12.31 18.40 R 0.500 RD0500 13.67 23.26 12.31 15.61 R 0.500 RD0500 DIAGONAL BRACE STRENGTH: ------------------------ Bay Brace_Locate -----Wind(k )----- ----Seismic(k )--- Max Id Start End Load Calc Limit Load Calc Limit UC --- ----- ----- ---- ----- ----- ---- ----- ----- ---- 1 0.00 13.67 8 2.45 4.25 29 2.74 4.25 0.64 13.67 23.26 8 2.08 4.25 29 2.32 4.25 0.55 COLUMN BASE REACTIONS: ---------------------- Bay Col ----Wind_Max(k )---- ---Seismic_Max(k )-- Id Id Load Horz Vert(+/-) Load Horz Vert(+/-) --- --- ---- ----- --------- ---- ----- --------- 1 1 8 -1.64 3.10 34 -1.19 2.25 1 2 9 1.64 3.10 35 1.19 2.25 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 158 of 160 JOB# 186565 DEFLECTION AT RAFTER: --------------------- Span/Deflect Wall Deflection(in) ----Wind--- --Seismic-- Height Wind Seismic Calc Limit Calc Limit ------ ----- ------- ----- ----- ----- ----- 23.3 0.06 0.14 999. 60. 999. 60. LOAD COMBINATIONS: ------------------ 8 - Dead+0.6Wind_Left1+0.6Wind_Suction 9 - Dead+0.6Wind_Right1+0.6Wind_Suction 29 - 1.12Dead+1.12Collateral+0.7Seismic_R 34 - 0.48Dead+0.7Seismic_L 35 - 0.48Dead+0.7Seismic_R ================================================================================ 186565FS Wall 3 - Wall Panel Design 12/ 1/23 1:52pm ================================================================================ PANEL DATA: ----------- Bay Rotation Panel Id Part Type Gage Yield Stiffness Height --- -------- ---- ----- ----- --------- ------ 1 26 PBR PBR 26.00 60.0 0.00 24.27 MOMENTS & DEFLECTION: --------------------- --------------Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- ----- ----- ---- ----- ----- ----- ----- ----- ----- ---- ----- ----- 1 0.00 7.33 WP 0.0 137.1 -55.5 116.4 73.2 137.1 0.53 -0.40 0.98 WS 0.0 137.1 74.1 137.1 -97.6 116.4 0.84 0.54 0.98 2 7.33 13.67 WP 73.2 137.1 -21.7 116.4 20.5 137.1 0.53 -0.07 0.84 WS -97.6 116.4 28.9 137.1 -27.3 116.4 0.84 0.09 0.84 3 13.67 18.00 WP 20.5 137.1 1.3 137.1 46.6 137.1 0.34 0.03 0.58 WS -27.3 116.4 -1.7 116.4 -62.1 116.4 0.53 -0.04 0.58 4 18.00 24.27 WP 46.6 137.1 -43.3 116.4 0.0 137.1 0.37 -0.24 0.84 WS -62.1 116.4 57.8 137.1 0.0 116.4 0.53 0.32 0.84 WP - 0.6Wind_Pressure WS - 0.6Wind_Suction 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 159 of 160 JOB# 186565 ================================================================================ 186565FS Wall 3 - Panel Zones 12/ 1/23 1:52pm ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- 26 PBR 0.019 60.00 78.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- 12x1.50L 0.21 0.50 1.00 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 4.00 36.00 1 7.33 6.83 0.059 7.33 2 Lt Edge 0.00 4.00 1 7.33 6.83 0.059 7.33 3 Rt Edge 36.00 40.00 3 7.33 6.83 0.059 7.33 GIRT SCREW CHECK: ----------------- Screw Wind --------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ----- ------- ----- ------- -------- ------- ---- 1 1.00 14.25 0.10 0.25 0.37 0.27 0.40 2 1.00 17.53 0.12 0.25 0.37 0.27 0.49 3 1.00 17.53 0.12 0.25 0.37 0.27 0.49 1202 W Edinger Ave10/3/2024 DESIGN REPORT Date: 12/1/2023 REV: A page 160 of 160 JOB# 186565 BASE SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- 12x1.50L 0.21 0.50 1.00 BASE SCREW CHECK: ----------------- Screw Force/Screw Shear Base Space Wind Seis Limit Max Length (ft) (k ) (k ) (k ) UC ------ ----- ----- ----- ----- ---- 26.67 1.00 0.059 0.049 0.277 0.21 ================================================================================ 186565FS Wall 3 - Weight Summary 12/ 1/23 1:52pm ================================================================================ Columns = 598.83 Rafters = 239.49 Girts = 319.92 Framed Openings = 115.09 Bracing = 33.18 Clips = 49.50 -------- Total Weight = 1356.02 ================================================================================ 186565FS Wall 3 - Warning Summary 12/ 1/23 1:52pm ================================================================================ .. No Warnings 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 GEOTECHNICAL INVESTIGATION PROPOSED DANCE STUDIO MATER DEI HIGH SCHOOL 1202 W. EDINGER AVENUE SANTA ANA, CALIFORNIA Prepared for: MATER DEI HIGH SCHOOL 1202 W. Edinger Avenue Santa Ana, California 92707 Prepared by: Geotechnical Professionals Inc. 5736 Corporate Avenue Cypress, California 90630 (714) 220-2211 Project No. 3204.I October 20, 2023 1202 W Edinger Ave10/3/2024 3204-I-01L.doc (10/23) October 20, 2023 Mater Dei High School 1202 West Edinger Avenue Santa Ana, CA 92707 Attention: Mr. Michael Brennan President Subject: Report of Geotechnical Investigation Proposed Dance Studio Mater Dei High School 1202 West Edinger Avenue Santa Ana, California GPI Project No. 3204.I Dear Mr. Brennan: Transmitted herewith is one electronic copy of our report of geotechnical investigation for the subject project. The report presents our evaluation of the foundation conditions at the site and recommendations for design and construction. We appreciate the opportunity of offering our services on this project and look forward to seeing the project through its successful completion. Feel free to contact us if you have any questions regarding our report or need further assistance. Very truly yours, Geotechnical Professionals Inc. James E. Harris V , P.E. Donald A. Cords, G.E Project Engineer Principal 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) TABLE OF CONTENTS PAGE 1.0 INTRODUCTION 1 1.1 GENERAL 1 1.2 PROJECT DESCRIPTION 1 1.3 PURPOSE OF INVESTIGATION 1 2.0 SCOPE OF WORK 2 3.0 SITE CONDITIONS 3 3.1 SURFACE CONDITIONS 3 3.2 SUBSURFACE SOIL CONDITIONS 3 3.3 GROUNDWATER AND CAVING 3 4.0 CONCLUSIONS AND RECOMMENDATIONS 4 4.1 OVERVIEW 4 4.2 SEISMIC CONSIDERATIONS 5 4.2.1 General 5 4.2.2 Strong Ground Motion Potential 5 4.2.3 Potential for Ground Rupture 6 4.2.4 Liquefaction and Dynamic Settlement 6 4.3 EARTHWORK 7 4.3.1 Clearing and Grubbing 7 4.3.2 Excavations 7 4.3.3 Subgrade Preparation 8 4.3.4 Material for Fill 9 4.3.5 Placement and Compaction of Fills 9 4.3.6 Shrinkage and Subsidence 10 4.3.7 Trench/Wall Backfill 10 4.3.8 Observation and Testing 10 4.4 FOUNDATIONS 10 4.4.1 Foundation Type 10 4.4.2 Mat Foundation 11 4.4.3 Shallow Foundations 11 4.4.4 Lateral Load Resistance 12 4.4.5 Foundation Concrete 13 4.4.6 Foundation Inspection 13 4.5 BUILDING FLOOR SLABS 13 4.6 CORROSIVITY 14 4.7 SURFACE DRAINAGE 14 4.8 EXTERIOR CONCRETE AND MASONRY FLATWORK 14 4.9 STORMWATER INFILTRATION 14 4.10 PAVED AREAS 14 4.11 GEOTECHNICAL OBSERVATION AND TESTING 15 5.0 LIMITATIONS 16 REFERENCES APPENDICES A CONE PENETRATION TESTS B EXPLORATORY BORINGS C LABORATORY TESTS 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) LIST OF FIGURES FIGURE NO. 1 Site Location Map 2 Site Index Map 3 Site Plan APPENDIX A A-1 to A-2 Logs of Borings APPENDIX B B-1 Atterberg Limits Test Results B-2 Direct Shear Test Results B-3 to B-4 Consolidation Test Results Table 1 Soil Corrosivity Test Results 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 1 1.0 INTRODUCTION 1.1 GENERAL This report presents the results of a geotechnical investigation performed by Geotechnical Professionals Inc. (GPI) for a proposed dance studio at 1202 West Edinger, California. The general site location is shown on the Site Location Map, Figure 1. The location within Mater Dei campus is shown on the Site Index Map, Figure 2. 1.2 PROJECT DESCRIPTION The proposed development will consist of a new dance studio building. We assume that other improvements in the area will include flatwork, landscape areas, and possibly new pavements. The proposed building will be a single-story structure covering a footprint of approximately 2,000 square feet (sf). The building will be located on the west side of the school, directly south of the existing gymnasium. The proposed site configuration is shown on the Site Plan, Figure 3. Maximum loads for the foundation supported elements were not provided. We anticipate that maximum column loads will be less than 50 kips with maximum wall loads of approximately 2 to 4 kips. We anticipate the grades to be within 1-foot of the existing grades. The recommendations are based upon the above structural and grading information. We should be notified if the actual loads and/or grades change during the project design to either confirm or modify our recommendations. When the project structural and grading plans become available, we should be provided with copies for review and comment. 1.3 PURPOSE OF INVESTIGATION The primary purpose of this investigation and report is to provide an evaluation of the existing geotechnical and seismic conditions at the site, as they relate to the design and construction of the proposed structures. More specifically, this investigation was aimed at providing geotechnical recommendations for earthwork, and design of foundations, floor slabs and parking. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 2 2.0 SCOPE OF WORK Our scope of work included review of existing information, field investigation, laboratory testing, engineering analyses, and preparation of this report. Our field exploration consisted of two exploratory borings. The borings were advanced to depths ranging from 20 to 50½ feet below existing site grades. Detailed logs of the borings and a summary of the equipment used are presented in Appendix A. The locations of the subsurface explorations are shown on the Site Plan, Figure 3. Laboratory soil tests were performed on selected representative samples as an aid in soil classification and to evaluate the engineering properties of the soils. The geotechnical laboratory testing program used for this investigation included evaluations of in-place moisture content and dry density, Atterberg Limits, direct shear, consolidation, maximum density, expansion potential, and corrosivity. Laboratory testing procedures and results are summarized in Appendix B. Soil corrosivity testing was performed by Project X Corrosion under subcontract to GPI. Their test results are presented in Appendix B. Engineering evaluations were performed to provide earthwork criteria, foundation and slab design parameters and assessments of seismic hazards. The results of our evaluations are presented in the remainder of the report. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 3 3.0 SITE CONDITIONS 3.1 SURFACE CONDITIONS The location of the proposed studio is currently occupied by asphalt concrete pavements within the school. The area was occupied by a previous building that appears to have been demolished sometime between 2006 and 2007. The school is bounded by West Edinger Street on the north, residential homes and Baker Street on the east, residential homes on the south, and South Bristol Street the west. Within the school, the dance studio is bounded by the existing gymnasium on the north, a pool on the east, small buildings and a baseball field on the south, and a parking lot on the west. The ground surface elevation at the site is relatively flat with elevations ranging from +56 to +59 feet. 3.2 SUBSURFACE SOIL CONDITIONS Our field investigation disclosed a subsurface profile consisting of undocumented fills soils overlying natural soils. Detailed descriptions of the conditions encountered are shown on the Logs Borings in Appendix. Fills were encountered in the boring to depths of approximately 2 to 2½ feet below existing grades. The fills consisted of clays and silty clays at our boring locations. Documentation regarding the placement and compaction of the fill soils was not provided. The underlying natural soils consisted of sands, silts, clays, and their mixtures. In general, the sandy soils are loose to medium dense while the silty and clayey soils are soft to stiff. The natural soils generally exhibit low to moderate strength and moderate compressibility. The soils in the upper 5 feet of the soil profile have medium expansion potential. 3.3 GROUNDWATER AND CAVING Groundwater was encountered at a depth of approximately 9 feet in our borings. Historical groundwater has been reported by the State at a depth as shallow as 5 feet below existing grades (CGS, 1997). Caving was not observed in the hollow-stem auger used for drilling. Caving of the loose granular soils should be expected. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 4 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 OVERVIEW Based on the results of our investigation, it is our opinion that from a geotechnical engineering viewpoint it is feasible to develop the site as proposed. We assume that the proposed building will be supported on mat foundations or spread footings connected by grade beams. These types of foundations can be designed to support the building provided the geotechnical constraints discussed below are mitigated including the significant seismic settlements due to a design level earthquake. The most significant geotechnical issues that will affect the design and construction of the proposed structure are as follows: •There is a potential for liquefaction induced seismic settlement to adversely impact the buildings. Layers of sandy soils between depths of approximately 10 to 31½ feet below existing grade exhibit a potential for liquefaction. Should liquefaction of these layers occur, the estimated magnitude of induced settlement is expected to be on the order of 2 inches. •Structural mitigation for the impacts of seismic settlements using a mat foundation or grade beam connected foundations can be considered by the Structural Engineer provided the building can be designed to accept the estimated settlements. •Prior to placement of fills or construction of the foundations, undocumented fills and a portion of the natural soils should be removed and replaced as properly compacted fill within the building pad. Details on the depth of removals for the foundation alternatives are provided in “Excavations” section of this report. •Removals are recommended in the pavement areas for drives and parking and under minor structures, in order to provide a consistent, moist layer of soils for uniform support. The depth of removals and details regarding grading are provided in “Earthwork” section of this report. •The near surface soils show a moderate expansion potential. 2-feet of granular, non-expansive material should be placed within the proposed building pad, if slab- on-grade floors are utilized, and within 10 feet of the proposed building. •The on-site soils are severely corrosive to buried metal elements. Our recommendations related to the geotechnical aspects of the development of the site are presented in the subsequent sections of this report. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 5 4.2 SEISMIC CONSIDERATIONS 4.2.1 General The site is located in a seismically active area typical of Southern California and is likely to be subjected to strong ground shaking due to earthquakes on nearby faults. We assume the seismic design of the proposed development will be in accordance with the 2022 California Building Code (CBC) criteria. A Site Class D may be used for design in accordance with the 2022 CBC. Using the Site Class and the appropriate internet website (ASCE 7 Hazard Tool), the corresponding seismic design parameters from the CBC are as follows: 2022 CBC: SS = 1.29g SMS = Fa * SS = 1.29g SDS = 2/3 * SMS = 0.86g S1 = 0.46g SM1 = FV * S1 = 0.85g SD1 = 2/3 * SM1 = 0.56g Note: The Project Structural Engineer should confirm these values prior to their use. In accordance with the 2022 CBC, site-specific response spectra are required for structures located in a Site Class D (with S1 greater than or equal to 0.2), unless per the exceptions detailed in Section 11.4 8 of ASCE 7-16 (ASCE, 2016), the structure is designed using seismic response coefficient (Cs) determined by either: • Equation 12.8-2 for values of T ≤ 1.5 TS, • 1.5 times the value computed by Equation 12.8-3 for values of TL ≥ T > 1.5 TS, or • 1.5 times the value computed by Equation 12.8-4 for values of T > TL. If this exception is not taken and the structure will still be designed in accordance with the 2022 CBC, GPI should be notified that a site-specific response spectra is required. 4.2.2 Strong Ground Motion Potential During the life of the project, the site will likely be subject to strong ground motions due to earthquakes on nearby faults. Based on the appropriate websites, we computed that the site could be subjected to a peak ground acceleration (PGAM) of 0.60g (ASCE 7 Hazard Tool) for a mean magnitude 6.7 earthquake (USGS). This acceleration has been computed using the mapped Maximum Considered Geometric Mean peak ground acceleration from ASCE 7-16 (ASCE, 2016) and a site coefficient (FPGA) based on site class. The predominant earthquake magnitude was determined using a 2-percent probability of exceedance in a 50-year period, or an average return period of 2,475 years. The structural design will need to incorporate measures to mitigate the effects of strong ground motion. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 6 4.2.3 Potential for Ground Rupture There are no known active faults crossing or projecting through the site. The site is not located in an Alquist-Priolo Earthquake Fault Zone. Therefore, ground rupture due to faulting is considered unlikely at this site. 4.2.4 Liquefaction and Dynamic Settlement Soil liquefaction is a phenomenon in which saturated cohesionless soils undergo a temporary loss of strength during severe ground shaking and acquire a degree of mobility sufficient to permit ground deformation. In extreme cases, the soil particles can become suspended in groundwater, resulting in the soil deposit becoming mobile and fluid-like. Liquefaction is generally considered to occur primarily in loose to medium dense deposits of saturated soils. Thus, three conditions are required for liquefaction to occur: (1) a cohesionless soil of loose to medium density; (2) a saturated condition; and (3) rapid large strain, cyclic loading, normally provided by earthquake motions. The site is located within an area mapped as having a potential for soil liquefaction, as defined by the Seismic Hazards Mapping Act (Act). As defined by the Act, characteristics of the site require investigation for the potential hazard and, if a hazard exists, that its effects be mitigated. Specifically, the site is mapped within the Seismic Hazards Zone, Newport Beach Quadrangle. The California Building Code and Special Publication 117A (CGS, 2008) requires that the ground motion used for this evaluation be based on a peak ground acceleration computed using the mapped ground acceleration (PGA) from ASCE 7-16 and a site coefficient (FPGA) based on Site Class, or a site specific response spectra. In accordance with the 2022 CBC, we considered a ground acceleration of 0.60g for a magnitude 6.7 earthquake (mean deaggregated) for our analyses. The potential for liquefaction was evaluated using the methods presented by the 2008 Idriss and Boulanger methodology (Idriss and Boulanger, 2008) and modifications provided in Special Publication 117A (CGS, 2008). Based on the results of our analysis, the potential for liquefaction induced seismic settlement to adversely impact the project is considered to be high. Layers of soil between the depths of approximately 10 to 32½ feet exhibit a potential for liquefaction. In general, the potentially liquefiable layers consist of loose to medium dense silty sands and clayey sands. Total seismic settlement is estimated to be on the order of 2 inches. Differential seismic settlement across a span of 40 feet is estimated to be on the order of 1-inch. The 2022 CBC and ASCE 7-16 requires that a site, determined by analysis to be vulnerable to potential collapse or failure due to soil liquefaction, be classified as Site Class F unless the proposed structure has a fundamental period of vibration equal to 0.5 seconds or less. While it is our opinion that the magnitude of liquefaction and thickness of potential liquefiable soils for this site does meet the threshold for collapse or failure, we assume that the proposed single-story buildings will have a period of less than 0.5 seconds. Therefore, Site Class D may be used, as recommended previously in this report. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 7 4.3 EARTHWORK The earthwork anticipated at the project site will consist of clearing and grubbing, excavation of undocumented fills, excavation of disturbed soils and a portion of natural soils, subgrade preparation, and placement and compaction of fill. 4.3.1 Clearing and Grubbing Prior to grading, performing excavations or constructing the proposed improvements, the areas to be developed should be stripped of vegetation and cleared of debris. Buried obstructions, such as footings, abandoned utilities, and tree roots should be removed from areas to be developed. Deleterious material generated during the clearing operation, including organic topsoil, should be removed from the site. If approved by the owner and regulatory agency, inert demolition debris, such as concrete and asphalt may be crushed for reuse in engineered fills outside the planned building area in accordance with the criteria presented in the "Materials for Fill" section of this report. Although none were encountered, cesspools or septic systems encountered during grading should be removed in their entirety. The resulting excavation should be backfilled as recommended in the “Subgrade Preparation” and “Placement and Compaction of Fill” sections of this report. As an alternative, cesspools can be backfilled with a clean sand- cement slurry. At the conclusion of the clearing operations, a representative of GPI should observe and accept the site prior to further grading. 4.3.2 Excavations Excavations at this site will include removals of undocumented fills and a portion of natural soils, foundation excavations, and trenching for proposed utility lines. Prior to placement of fills or construction of the foundations, undocumented fills, disturbed soils, and some compressible natural soils should be removed and replaced as properly compacted fill to help provide uniform support for the building. These materials require densification to provide adequate support of the building foundation. For planning purposes, we recommend the removal and replacement of soils within the building pad to extend to a minimum depth of 5 feet below existing grades or 2 feet below the bottom of foundations, whichever is greater. The purpose of our recommendations is to remove the undocumented fills and a portion of the natural soils directly under the foundations and replace these soils as properly compacted fill. If a mat foundation is utilized, the removal and replacement of soils withing the building pad should extend a minimum depth of 3 feet or 1 foot below the mat, whichever is deeper. For footings of minor lightly-loaded structures outside of the building pad, such as trash enclosures, we recommend that the removals and replacement extend to at least 2-feet below the bottom of footings. The actual depths of removals should be determined in the field by GPI during grading. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 8 In new pavement areas, the upper 1-foot, of the site soils should be removed and replaced as properly compacted fill. The exposed subgrade soils should be prepared as described under “Subgrade Preparation”. If space is available, the base of the removals should extend laterally a minimum of 5 feet beyond the building lines or the depth of removal, whichever is greater. Building lines include the footprint of the building and other foundation supported improvements such as stairwells, screen walls, trash enclosures, ramps, and canopies. Prior to grading, the corners of the areas to be overexcavated should be accurately staked in the field by the project surveyor. The project surveyor should confirm the limits of removal relative to the actual building to confirm that the recommended remedial excavations have been performed. GPI does not practice surveying; therefore, cannot confirm lines, grades, or limits of excavations. Where not removed by the aforementioned excavations, existing utility trench backfill within the planned building area should be removed and replaced as properly compacted fill. This is especially important for deeper fills such as existing sewers and storm drains. For planning purposes, removals over the utilities should extend to within 1-foot of the top of the pipe. For utilities which are 5 feet or shallower, the removal should extend laterally 1-foot beyond both sides of the pipe. For deeper utilities, the removals should include a zone defined by a 1:1 projection upward (and away from the pipe) from each side of the pipe. The actual limits of removal will be confirmed in the field. We recommend that known utilities be shown on the grading plan. Temporary construction excavations may be made vertically without shoring to a depth of 5 feet below adjacent grade. For deeper cuts, if required, the slopes should be properly shored or sloped back to at least 1:1 or flatter. The exposed slope face should be kept moist (but not saturated) during construction to reduce local sloughing. No surcharge loads should be permitted within a horizontal distance equal to the height of cut or 5 feet from the top of the excavation, whichever is greater, unless the cut is properly shored. Excavations that extend below an imaginary plane inclined at 45 degrees below the edge of any adjacent existing site facilities should be properly shored to maintain support of adjacent elements. Excavations and shoring systems should meet the minimum requirements given in the State of California Occupational Safety and Health Standards. 4.3.3 Subgrade Preparation Prior to placing fills or construction of the proposed structures, the subgrade soils should be scarified to a depth of 6 inches, moisture-conditioned, and compacted to at least 90 percent of the maximum dry density in accordance with ASTM D 1557. In areas where very moist to wet soils are encountered, processing of the subgrade may be omitted in order to reduce the potential for subgrade disturbance. In areas to receive pavements, the top 12 inches below the pavement base should be scarified, moisture-conditioned, and compacted to a minimum of 95 percent (90 percent for clayey soils) of the maximum dry density. Stabilization of subgrade soils exposed at depths greater than 2 to 3 feet below existing 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 9 grades are expected to be required to facilitate the placement and compaction of fills. We suggest obtaining unit prices for stabilization of subgrades that are too soft and wet to allow for placement and compaction of overlying fills. Unit prices should be obtained for placement of 18 inches of aggregate base (see Section 4.13 for base requirements). Severe conditions may also require placement of a geogrid. 4.3.4 Material for Fill The on-site soils are, in general, suitable for use as compacted fill. Clayey soils, if encountered, should not be used within 2-feet of flatwork. Imported fill material should be predominately granular (contain no more than 40 percent fines - portion passing No. 200 sieve) and non-expansive (E.I. less than 20). GPI should be provided with a sample (at least 50 pounds) and notified of the location of any soils proposed for import at least 72 hours in prior to importing. Each proposed import source should be sampled, tested and accepted for use prior to delivery of the soils to the site. Soils imported prior to acceptance by GPI may be rejected if not suitable. Both imported and existing on-site soils, to be used as fill, should be free of debris and any pieces larger than 6 inches in greatest dimension. Fill materials placed within the upper 3 feet of the finished building pad should not contain particles larger than 3 inches in greatest dimension. If open-graded rock is used as backfill, the material should be placed in lifts and mechanically densified. Open-graded rock should be separated from the on-site soils by a suitable filter fabric (Mirafi 140N or similar). 4.3.5 Placement and Compaction of Fills Fill soils consisting of the on-site materials should be placed in horizontal lifts, moisture- conditioned, and mechanically compacted to densities equal to at least 90 percent of the maximum dry density, determined in accordance with ASTM D1557. The optimum lift thickness will depend on the compaction equipment used and can better be determined in the field. The following uncompacted lift thickness can be used as preliminary guidelines. Plate compactors 4-6 inches Small vibratory or static rollers (5-ton±) or track equipment 6-8 inches Heavy loaders or heavy vibratory rollers 8-12 inches The maximum lift thickness should not be greater than 12 inches and each lift should be thoroughly compacted and accepted prior to subsequent lifts. Granular fills should be placed at a moisture content of 0 to 2 percent over the optimum moisture content. Fills consisting of the on-site silts and clays, if encountered, should be placed at a moisture content of 1 to 3 percent over the optimum moisture content in order to achieve the required compaction. The moisture content of the near surface soils can be expected to be generally above the optimum moisture content. As such, moisture conditioning may be required prior to replacing the soils as properly compacted fill. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 10 During backfill of excavations, the fill should be properly benched into the construction slopes as it is placed in lifts. 4.3.6 Shrinkage and Subsidence Shrinkage is the loss of soil volume caused by compaction of fills to a higher density than before grading. Subsidence is the settlement of in-place subgrade soils caused by loads generated by large earthmoving equipment. For earthwork volume estimating purposes, an average shrinkage value of 10 to 15 percent and subsidence of 0.2 feet may be assumed for the surficial soils. These values are estimates only and exclude losses due to removal of vegetation or debris. Actual shrinkage and subsidence will depend on the types of earthmoving equipment used and should be determined during grading. 4.3.7 Trench/Wall Backfill Utility trench backfill should be mechanically compacted in lifts. Wall backfill, while not anticipated for the project, should consist of the on-site sandy soils or imported sand. Lift thickness should not exceed those values given in the "Compacted Fill" section of this report. Jetting or flooding of backfill materials should not be permitted. A representative of GPI should observe and test trench and wall backfills as they are placed. In backfill areas where mechanical compaction of soil backfill is impractical due to space constraints, sand-cement slurry may be substituted for compacted backfill. The slurry should contain at least one sack of cement per cubic yard and have a maximum slump of 5 inches. Within building areas, the slurry should contain at least two sacks of cement per cubic yard. 4.3.8 Observation and Testing A representative of GPI should observe excavations, subgrade preparation, and fill placement activities. Sufficient in-place field density tests should be performed during fill placement and in-place compaction to evaluate the overall compaction of the soils. Soils that do not meet minimum compaction requirements should be reworked and tested prior to placement of additional fill. 4.4 FOUNDATIONS 4.4.1 Foundation Type Due to the potential settlements induced by liquefaction, we have assumed that the proposed building will be supported on mat foundations or spread footings connected with grade beams. If spread footings connected with grade beams are used for the building, the Structural Engineer should consider the items below to further mitigate potential distress from seismic settlements: •Additional reinforcement in continuous footings; •Slab-on-grade floors of a minimum of 5 inches thick; •Additional reinforcement in the floor slab; 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 11 • Dowel connections between footings and floor slab. The static and seismic settlements as provided in this report must be considered by the Project Structural Engineer. We assume that the design of the structures will at a minimum prevent the collapse of the building should the seismic settlements, as estimated in this report, occur during a design earthquake. The subsurface soils should be prepared in accordance with the recommendations given in this report. 4.4.2 Mat Foundation The mat pressure near the center of a mat foundation (approximately 2000 sf) supporting the structure is anticipated to range from approximately 100 to 200 psf for the single story building. We estimate the ground surface under the center of a loaded area having the above dimensions and the aforementioned applied pressure will settle approximately ½- inch due to gravity loads. The outside edge of this area under the same loading conditions is expected to settle approximately ¼-inch. The outside corner of this area under the same loading conditions is expected to settle less than ¼-inch. The static settlements assume a uniformly applied pressure and do not include the effects (stiffness) of the mat. The actual settlement of the mat will depend on the stiffness of the mat and its ability to distribute the loads, and should be determined by the Structural Engineer. If the assumed pressures are greater, we should be consulted to determine the effects of these pressures. Seismic settlement caused by liquefaction should be added to the above settlement values when evaluating the total settlement (static and seismic) of the mat foundation. As previously provided in this report, the potential for total seismic settlement under the mat foundation expected to be on the order of 2 inches. Maximum differential settlements along a 40-foot span are expected to be on the order of 1-inch. For the structural analysis of the mat foundation, we recommend using an uncorrected modulus of subgrade reaction of 120 pounds per cubic inch (pci) for static conditions. This value is based on a 1-foot square bearing area and compacted silty sands. We recommend this modulus be reduced by 75 percent to a value of 30 pci to account for the size of the mat foundation. In addition, the structural analysis of the mat should consider the seismic settlements discussed above. The allowable bearing pressure for the mat foundation will be significantly greater than the average bearing pressures required for the mat as discussed above. At localized areas of the mat, such as columns and point of load applications, a static allowable net bearing pressure of 1,500 pounds per square foot may be used. These allowable bearing pressures are for dead-plus-live loads, and may be increased one-third for short-term, transient, wind and seismic loading. 4.4.3 Shallow Foundations Based on the shear strength and elastic settlement characteristics of the recompacted on-site soils, static allowable net bearing pressures of up to 3,000 pounds per square foot 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 12 (psf) may be used for both continuous footings and isolated column footings for the proposed building or other lightly-loaded structures. We assume that if the building is supported on spread footings, the footings will be interconnected with sufficient grade beams to mitigate the differential settlements caused by liquefaction during a design earthquake. These bearing pressures are for dead-load-plus-live-load, any may be increased one- third for short-term, transient, wind and seismic loading. The actual bearing pressure used may be less than the value presented above and can be based on economics and structural loads to determine the minimum width for footings as discussed below. The maximum edge pressures induced by eccentric loading or overturning moments should not be allowed to exceed these recommended values. The following minimum footing widths and embedments are recommended for the corresponding allowable bearing pressure. STATIC BEARING PRESSURE WIDTH EMBEDMENT 3,000 48 24 2,500 24 24 2,000 18 18 * Refers to minimum depth below lowest adjacent grade at the time of foundation construction. A minimum footing width of 15 inches should be used even if the actual bearing pressure is less than 1,500 psf. Total static settlement of the more heavily loaded columns (50 kips maximum column load) is expected to be less than ¾-inch. Maximum differential settlements between similarly loaded adjacent columns are expected to be on the order of ⅜-inch across a distance of 40-feet. Similar settlements are anticipated for lightly loaded structures supported on 2 feet of properly compacted fill. The above settlements should be included with the anticipated seismic settlement caused by liquefaction when evaluating the total settlement of the building or other lightly loaded structures. The above estimates are based on the assumption that the recommended earthwork will be performed and that the footings will be sized in accordance with our recommendations. 4.4.4 Lateral Load Resistance Soil resistance to lateral loads will be provided by a combination of frictional resistance between the bottom of foundations and underlying soils, and by passive soil pressures acting against the embedded sides of the foundations. For frictional resistance, a coefficient of friction of 0.30 may be used for design. In addition, an allowable lateral bearing pressure equal to an equivalent fluid weight of 250 pounds per cubic foot may be used, provided the foundations are poured tight against the compacted fill. These values may be used in combination without reduction. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 13 4.4.5 Foundation Concrete Laboratory testing by Project X (Appendix B) indicates that the near surface soils exhibit a soluble sulfate content of 354 mg/kg (0.035 percent by weight). For the 2022 CBC, foundation concrete should conform to the requirements outlined in ACI 318, Section 4.3, for negligible levels of soluble sulfate exposure from the on-site soil (Category S0). Chloride levels in the samples of the upper soils ranged 14 mg/kg (.001 percent by weight). For concrete exposed to soil moisture, such as footings and floor slabs, we recommend a chloride Category C1. 4.4.6 Foundation Excavation Observation Prior to placement of concrete and steel, a representative of GPI should observe and approve all foundation excavations. 4.5 BUILDING FLOOR SLABS Slab-on-grade floors should be supported on at least 2 feet of granular, non-expansive (EI less than 20), compacted soils as discussed in the “Placement and compaction of Fills” section. The non-expansive soils should extend to at least 10 feet outside the building pad where flatwork is planned. Based on our explorations, granular, non- expansive soils are not readily available on-site in the near surface soils. The Structural Engineer should provide the final floor slab design. A mat foundation slab can be supported on the on-site soils with medium expansion potential provided that the soils are compacted as discussed in the “Placement and Compaction of Fills” section. A vapor/moisture retarder should be placed under slabs that are to be covered with moisture-sensitive floor coverings (parquet, vinyl tile, etc.). Currently, common practice is to use a 15-mil polyolefin product such as Stego Wrap for this purpose. Whether to place the concrete slab directly on the vapor barrier or place a clean sand layer between the slab and vapor barrier is a decision for the Project Architect, as it is not a geotechnical issue. If covered by sand, the sand layer should be about 2 inches thick and contain less than 5 percent by weight passing the No. 200 sieve. Based on our explorations and laboratory testing, the soils at the site are not suitable for this purpose. The function of the sand layer is to protect the vapor retarder during construction and to aid in the uniform curing of the concrete. This layer should be nominally compacted using light equipment. The sand placed over the vapor retarder should only be slightly moist. If the sand gets wet (for example as a result of rainfall or excessive moistening) it must be allowed to dry prior to placing concrete. Care should be taken to avoid infiltration of water into the sand layer after placement of the concrete slab, such as at slab cut-outs and other exposures. A sand layer is not required beneath the vapor retarder, but we take no exception if one is provided. It should be noted that the material used as a vapor retarder is only one of several factors affecting the prevention of moisture accumulation under floor coverings. Other factors include maintaining a low water to cement ratio for the concrete used for the floor slab, 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 14 effective sealing of joints and edges (particularly at pipe penetrations), as well as excess moisture in the concrete. The manufacturer of the floor coverings should be consulted for establishing acceptable criteria for the condition of floor surface prior to placing moisture- sensitive floor coverings. For elastic design of slabs-on-grade supporting sustained concentrated loads, a modulus of subgrade reaction (k) of 120 pounds per cubic inch (pounds per square inch per inch of deflection) may be used for on-site soils. The structural design should consider both long-term loads related to building operations and short-term construction loads. 4.6 CORROSIVITY Resistivity testing of a representative sample of the on-site soils indicates that they are severely corrosive to buried metals. GPI does not practice corrosion protection engineering. If buried metal pipe is to be used, a corrosion engineer, such as Project X, should be consulted. 4.7 SURFACE DRAINAGE Positive surface gradients should be provided adjacent to structures so as to direct surface water run-off and roof drainage away from foundations and slabs toward suitable discharge facilities. Long-term ponding of surface water should not be allowed on pavements or adjacent to buildings. 4.8 EXTERIOR CONCRETE AND MASONRY FLATWORK Exterior concrete and masonry flatwork should be supported on imported non-expansive, granular compacted fill. The use of clayey soils, if encountered, is not recommended within 2-feet of the flatwork subgrade. Prior to placement of concrete, the subgrade should be prepared as recommended in “Subgrade Preparation” section. 4.9 STORMWATER INFILTRATION Stormwater infiltration at the site is not feasible for several reasons. The soils observed in the upper 10 feet consist of silts and clays, which exhibit inadequate infiltration rates. Existing groundwater levels were encountered at depths of 9 feet below existing grades. Historical high groundwater has been determined at a depth of 5 feet below existing grades. Therefore, we recommend that on-site infiltration be avoided. 4.10 PAVED AREAS Preliminary pavement design has been based on an assumed R-value of 10, which is consistent with the on-site soils near the ground surface. The California Division of Highways Design Method was used for design of the recommended preliminary pavement sections. These recommendations are based on the assumption that the pavement subgrades will consist of the existing silty sand soils encountered near the ground surface. The subgrade soil conditions will need to be confirmed at the conclusion of rough grading with R-value testing. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 15 PAVEMENT SECTIONS PAVEMENT AREA ASSUMED SECTION THICKNESS (inches) Auto Parking Circulation Drives (no trucks) 4 5 Asphalt Concrete 3 3 Aggregate Base Course 6 9 Auto Parking Circulation Drives (no trucks) 4 5 Portland Cement Concrete 6.5 6.5 Aggregate Base Course ---- ---- ---- The pavement subgrade underlying the aggregate base should be properly prepared and compacted in accordance with the recommendations outlined under "Subgrade Preparation”. The portland cement concrete used for paving should have an approximate compressive strength of 3,500 psi at the time the pavement is subject to truck traffic. The pavement base course should be compacted to at least 95 percent of the maximum dry density (ASTM D 1557). Aggregate base should conform to the requirements of Section 26 of the California Department of Transportation Standard Specifications for Class II aggregate base (three-quarter-inch maximum) or Section 200-2 of the Standard Specifications for Public Works Construction (Green Book) for untreated base materials (except Processed Miscellaneous Base). The above recommendations are based on the assumption that the base course will be properly drained. The design of paved areas should incorporate measures to prevent moisture build-up within the base course and subgrade, which can otherwise lead to premature pavement failure. For example, curbing adjacent to landscaped areas should be deep enough to act as a barrier to infiltration of irrigation water into the adjacent base course. 4.11 GEOTECHNICAL OBSERVATION AND TESTING We recommend that a representative of GPI observe earthwork during construction to confirm that the recommendations provided in our report are applicable during construction. The earthwork activities include grading, compaction of fills, subgrade preparation, pavement construction and foundation excavations. If conditions are different than expected, we should be afforded the opportunity to provide an alternate recommendation based on the actual conditions encountered. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) 16 5.0 LIMITATIONS This report, exploration logs, and other materials resulting from my efforts were prepared exclusively for use by Mater Dei High School and their consultants in designing the proposed development. The report is not intended to be suitable for reuse on extensions or modifications of the project or for use on project other than the currently proposed development as it may not contain sufficient or appropriate information for such uses. Soil deposits may vary in type, strength, and many other important properties between points of exploration due to non-uniformity of the geologic formations or to man-made cut and fill operations. While we cannot evaluate the consistency of the properties of materials in areas not explored, the conclusions drawn in this report are based on the assumption that the data obtained in the field and laboratory are reasonably representative of field conditions and are conducive to interpolation and extrapolation. Furthermore, our recommendations were developed with the assumption that a proper level of field observation and construction review will be provided during grading, excavation, and foundation construction. If field conditions during construction appear to be different than is indicated in this report, we should be notified immediately so that we may assess the impact of such conditions on our recommendations. If construction phase services are performed by others, the client and new geotechnical firm must accept full responsibility for all geotechnical aspects of the project, including this report. Our investigation and evaluations were performed using generally accepted engineering approaches and principles available at this time and the degree of care and skill ordinarily exercised under similar circumstances by reputable geotechnical engineers practicing in this area. No other representation, either expressed or implied, is included or intended in our report. Respectfully submitted, Geotechnical Professionals Inc. James E. Harris V, P.E Donald A. Cords, P.E, G.E. Project Engineer Principal 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01R (10/23) REFERENCES American Society of Civil Engineers (2017), “Minimum Design Loads and Associated Criteria for Buildings and Other Structures,” ASCE/SEI 7-16. American Society of Civil Engineers, “ASCE 7 Hazard Tool” asce7hazardtool.online Bray, J.D. et al. (2004), “Liquefaction Susceptibility of Fine-Grained Soils,” Proceedings of the 11th International Conference on Soil Dynamics and Earthquake Engineering, pp. 655-662. California Division of Mines and Geology, 1997, “Seismic Hazard Zone Report for the Anaheim Newport 7.5 Minute Quadrangle, Orange County, California, Seismic Hazard Zone Report 03. California Division of Mines and Geology, 1997, “State of California Seismic Hazard Zones, Newport Beach Quadrangle, Official Map”, dated April 17, 1997. California Geological Survey, 2008, “Guidelines for Evaluating and Mitigating Seismic Hazards in California,” Special Publication 117A. Idriss, I.M. and Boulanger, R.W., 2008, “Soil Liquefaction during Earthquakes,” Earthquake Engineering Research Institute. United States Geological Survey, 2008, “U.S. Seismic Design Maps,” Website Address: http://geohazards.usgs.gov/designmaps/us/application.php 1202 W Edinger Ave10/3/2024 1.00" 0.68" 3.95" 2.65" 2.12" 7.92" 4.24" WEST EDINGER AVENUE WEST EDINGER AVENUE BR I S T O L S T R E E T WARNER AVENUE WARNER AVENUE WEST SAINT ANDREW PLACE BR I S T O L S T R E E T SITE LOCATION MAP FIGURE 1 MATER DEI DANCE STUDIO GPI PROJECT NO.: 3204.I GEOTECHNICAL PROFESSIONALS, INC. N SCALE: 1" = 1000' 0 1000 2000 FEET BASE MAP REPRODUCED FROM CALTOPO © 2023 SITE LOCATION 1202 W Edinger Ave10/3/2024 APPROXIMATE LOCATION AND NUMBER OF EXPLORATORY TEST PIT EXPLANATIONTP-1 1.00" C-1 B-2 C-2 B-1 C-3 W EDINGER AVE MO N A R C H W A Y BASE PLAN REPRODUCED FROM OVERALL CAMPUS SITE PLAN PROVIDED BY TBP ARCHITECTURE DATED: 2023 0.40" 0. 4 4 " DANCE STUDIO SUBJECT AREA FIGURE 2GPI PROJECT NO.: 3204.I GEOTECHNICAL PROFESSIONALS, INC. MATER DEI DANCE STUDIO SCALE: 1" = 180' N 0 180 360 FEET EXPLANATIONSUBJECT AREA BASE PLAN REPRODUCED FROM PRECISE GRADING PLAN PROVIDED BY DAVID EVANS AND ASSOCIATES INC.: DATED 07-11-2022 SITE INDEX MAP EXPLANATION C-2 APPROXIMATE LOCATION AND NUMBER OF EXPLORATORY BORING APPROXIMATE LOCATION AND NUMBER OF CONE PENETRATION TEST B-1 TP-1 B-1 P-2 C-1 1202 W Edinger Ave10/3/2024 APPROXIMATE LOCATION AND NUMBER OF EXPLORATORY TEST PIT EXPLANATIONTP-1 1.00" 1.60" C-1 B-2 C-2 B-1 C-3 W EDINGER AVE MO N A R C H W A Y FIGURE 3GPI PROJECT NO.: 3204.I GEOTECHNICAL PROFESSIONALS, INC. MATER DEI DANCE STUDIO SCALE: 1" = 50' BASE PLAN REPRODUCED FROM OVERALL CAMPUS SITE PLAN PROVIDED BY TBP ARCHITECTURE DATED: 2023N 0 50 100 FEET EXPLANATION APPROXIMATE LOCATION AND NUMBER OF EXPLORATORY BORING B-2 BASE PLAN REPRODUCED FROM PRECISE GRADING PLAN PROVIDED BY DAVID EVANS AND ASSOCIATES INC.: DATED 07-11-2022 SITE PLAN EXPLANATION C-2 APPROXIMATE LOCATION AND NUMBER OF EXPLORATORY BORING APPROXIMATE LOCATION AND NUMBER OF CONE PENETRATION TEST B-1 TP-1 B-1 P-2 C-1 B-1 B-2 1202 W Edinger Ave10/3/2024 APPENDIX A 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01X (10/23) A-1 APPENDIX A EXPLORATORY BORINGS The subsurface conditions at the site were investigated by drilling and sampling two exploratory borings. The borings were advanced to depths of 20 and 50½ feet below the existing ground surface. The locations of the explorations are shown on the Site Plan, Figure 3. The exploratory borings were drilled using truck-mounted hollow-stem auger drill equipment. Disturbed samples were obtained using a split-spoon sampler by means of the Standard Penetration Test (SPT, ASTM D 6066). The spoon sampler was driven into the soil by a 140-pound hammer dropping 30 inches, employing the “free-fall” hammer described above. After an initial seating drive of 6 inches, the number of blows needed to drive the sampler into the soil a depth of 12 inches was recorded as the penetration resistance. These values are the raw uncorrected blow counts. At selected locations, relatively undisturbed samples were obtained using a brass-ring lined sampler (ASTM D 3550). The brass-rings have an inside diameter of 2.42 inches. The ring samples were driven into the soil by a 140-pound hammer dropping 30 inches. The number of blows needed to drive the sampler into the soil was recorded as the penetration resistance. The field explorations for the investigation were performed under the continuous technical supervision of GPI's representative, who visually inspected the site, maintained detailed logs of the borings, classified the soils encountered, and obtained relatively undisturbed samples for examination and laboratory testing. The soils encountered in the borings were classified in the field and through further examination in the laboratory in accordance with the Unified Soils Classification System. Detailed logs of the borings are presented in Figures A-1 and A-2 in this appendix. The boring locations were laid out in the field by measuring from existing site features. Ground surface elevations at the exploration locations were estimated from Google Earth. 1202 W Edinger Ave10/3/2024 4-Inch AC over 5-Inch Base Fill: CLAY (CL) brown, moist, with sand Natural: CLAY (CL) brown, very moist, firm, with sand SANDY CLAY (CL) brown, wet, soft SILTY CLAY (CL) brown, wet, soft @ 7 feet, grey brown, moist, firm, with sand SANDY CLAY (CL) grey brown, moist to very moist, firm CLAYEY SAND (SC) grey brown, very moist to wet, loose SILTY CLAY (CL) grey brown, wet, firm, trace gravel @ 19 feet, no recovery Total Depth 20 feet 97 94 109 89 B D D D D S D 7 4 8 10 6 11 20.2 26.8 17.2 15.5 27.3 SAMPLE TYPES (P C F ) Standard Split Spoon MO I S T U R E DESCRIPTION OF SUBSURFACE MATERIALS SA M P L E T Y P E Bulk Sample Tube Sample (% ) Bulk Sample S A-1 9-22-23 (% ) Drive Sample DR Y D E N S I T Y (B L O W S / F O O T ) EL E V A T I O N (F E E T ) This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. FIGURE B This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. Standard Split Spoon Drive Sample SA M P L E T Y P E FIGURE DE P T H S EL E V A T I O N GROUNDWATER LEVEL (ft): PROJECT NO.: 9 0 5 10 15 20 55 50 45 40 D DATE DRILLED: EQUIPMENT USED:EQUIPMENT USED: (F E E T ) T 3204.I MO I S T U R E 8 " Hollow Stem Auger PE N E T R A T I O N RE S I S T A N C E DESCRIPTION OF SUBSURFACE MATERIALS DE P T H Rock Core D B 3204.I A-1 DATE DRILLED: MATER DEI DANCE STUDIO Tube Sample (F E E T ) LOG OF BORING NO. B-1 Rock Core SAMPLE TYPES T C 55 50 45 40 C 9 (F E E T ) 0 5 10 15 20 1202 W Edinger Ave10/3/2024 4-Inch AC over 4-Inch Base Fill: SILTY CLAY (CL) brown, moist Natural: CLAYEY SAND (SC) brown, very moist to wet, loose @ 5 feet, very loose SANDY CLAY (CL) grey brown, very moist, stiff CLAYEY SAND (SC) grey brown, very moist to wet, loose to medium dense SILTY CLAY (CL) brown, wet, soft to firm, trace sand CLAYEY SILT (ML) brown, wet, firm SILTY SAND (SM) brown, wet, loose SAND (SP) brown, wet, loose SILTY CLAY (CL) grey brown, wet, stiff 104 102 111 97 107 95 D D D S D S D S D 13 5 15 10 6 7 14 8 13 17.0 18.6 17.9 18.6 24.9 24.9 18.9 23.5 27.2 SAMPLE TYPES (P C F ) Standard Split Spoon MO I S T U R E DESCRIPTION OF SUBSURFACE MATERIALS SA M P L E T Y P E Bulk Sample Tube Sample (% ) Bulk Sample S A-2 9-22-23 (% ) Drive Sample DR Y D E N S I T Y (B L O W S / F O O T ) EL E V A T I O N (F E E T ) This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. FIGURE B This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. Standard Split Spoon Drive Sample SA M P L E T Y P E FIGURE DE P T H S EL E V A T I O N GROUNDWATER LEVEL (ft): PROJECT NO.: 0 5 10 15 20 25 30 35 55 50 45 40 35 30 25 20 D DATE DRILLED: EQUIPMENT USED:EQUIPMENT USED: (F E E T ) T 3204.I MO I S T U R E 8 " Hollow Stem Auger PE N E T R A T I O N RE S I S T A N C E DESCRIPTION OF SUBSURFACE MATERIALS DE P T H Rock Core D B 3204.I A-2 DATE DRILLED: MATER DEI DANCE STUDIO Tube Sample (F E E T ) LOG OF BORING NO. B-2 Rock Core SAMPLE TYPES T C 55 50 45 40 35 30 25 20 C 9 (F E E T ) 0 5 10 15 20 25 30 35 1202 W Edinger Ave10/3/2024 @ 40 feet, very moist, trace gravel SANDY CLAY (CL) brown, very moist to wet, stiff, thin layer of orange brown silt CLAYEY SILT (ML) orange brown, wet, stiff Total Depth 50.5 feet 107 S D S 14 15 12 21.5 20.2 26.1 SAMPLE TYPES (P C F ) Standard Split Spoon MO I S T U R E DESCRIPTION OF SUBSURFACE MATERIALS SA M P L E T Y P E Bulk Sample Tube Sample (% ) Bulk Sample S A-2 9-22-23 (% ) Drive Sample DR Y D E N S I T Y (B L O W S / F O O T ) EL E V A T I O N (F E E T ) This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. FIGURE B This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. Standard Split Spoon Drive Sample SA M P L E T Y P E FIGURE DE P T H S EL E V A T I O N GROUNDWATER LEVEL (ft): PROJECT NO.: 40 45 50 15 10 D DATE DRILLED: EQUIPMENT USED:EQUIPMENT USED: (F E E T ) T 3204.I MO I S T U R E 8 " Hollow Stem Auger PE N E T R A T I O N RE S I S T A N C E DESCRIPTION OF SUBSURFACE MATERIALS DE P T H Rock Core D B 3204.I A-2 DATE DRILLED: MATER DEI DANCE STUDIO Tube Sample (F E E T ) LOG OF BORING NO. B-2 Rock Core SAMPLE TYPES T C 15 10 C 9 (F E E T ) 40 45 50 1202 W Edinger Ave10/3/2024 APPENDIX B 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California GPI Project No. 3204.I 3204-I-01X (10/23) B-1 APPENDIX B LABORATORY TESTS INTRODUCTION Representative undisturbed soil samples and bulk samples were carefully packaged in the field and sealed to prevent moisture loss. The samples were then transported to our Cypress office for examination and testing assignments. Laboratory tests were performed on selected representative samples as an aid in classifying the soils and to evaluate the physical properties of the soils affecting foundation design and construction procedures. Detailed descriptions of the laboratory tests are presented below under the appropriate test headings. Test results are presented in the figures that follow. MOISTURE CONTENT AND DRY DENSITY Moisture content and dry density were determined from a number of the ring samples. The samples were first trimmed to obtain volume and wet weight and then were dried in accordance with ASTM D 2216. After drying, the weight of each sample was measured, and moisture content and dry density were calculated. Moisture content and dry density values are presented on the boring logs in Appendix A. ATTERBERG LIMITS Liquid and plastic limits were determined for selected samples in accordance with ASTM D4318. Results of the Atterberg Limits test are summarized on Figure B-1. DIRECT SHEAR Direct shear tests were performed on remolded bulk samples in accordance with ASTM D 3080. The bulk samples were remolded to approximately 90 percent of maximum density (ASTM D1557). The samples were placed in the shear machine, and a normal load comparable to the in-situ overburden stress was applied. The samples were inundated, allowed to consolidate, and then were sheared to failure. The tests were repeated on additional test specimens under increased normal loads. Shear stress and sample deformation were monitored throughout the test. The results of the direct shear tests are presented in Figure B-2. CONSOLIDATION One-dimensional consolidation testing was performed on undisturbed samples in accordance with ASTM D 2435. After trimming the ends, the samples were placed in the consolidometer and loaded to 0.4 ksf. Thereafter, the samples were incrementally loaded to a maximum load of 12.8 ksf. The samples were inundated at 1.6 ksf. Sample deformation was measured to 0.0001 inch. Rebound behavior was investigated by unloading the samples back to 0.4 ksf. Results of the consolidation tests, in the form of percent consolidation versus log pressure, are presented in Figures B-3 to B-4. 1202 W Edinger Ave10/3/2024 Mater Dei High School October 20, 2023 Proposed Dance Studio, Santa Ana, California Project No. 3204.I 3204-I-01X (10/23) B-2 COMPACTION TEST A maximum dry density/optimum moisture test was performed in accordance with ASTM D 1557 on a representative bulk sample of the site soils. The test are as follows: BORING DEPTH SOIL DESCRIPTION DRY DENSITY MOISTURE B-1 0 – 5 Clay (CL) 127 9.5 EXPANSION INDEX An expansion test was performed in accordance with ASTM D 4829 on a sample to assess the expansion potential of the recompacted soils. The results of the test are summarized below. BORING N0. DEPTH (ft) SOIL DESCRIPTION EXPANSION INDEX B-1 0-5 Clay (CL) 56 CORROSIVITY Soil corrosivity testing was performed by Project X on a soil sample provided by GPI. The test results are summarized in Table 1 at the end of this Appendix. 1202 W Edinger Ave10/3/2024 0 10 20 30 40 50 60 0 20 40 60 80 100 ML 15.0 35.0 3204.I MH OH MATER DEI DANCE STUDIO Classification 17 18 LIQUID LIMIT (LL) or B-1 B-2 PI PROJECT NO. Fines, %SAMPLE LOCATION PROJECT: ATTERBERG LIMITS TEST RESULTS CL FIGURE B-1 PL A S T I C I T Y I N D E X ( P I ) LL PL 22 24 CH SILTY CLAY (CL) SILTY CLAY (CL) CL-ML 39 42 1202 W Edinger Ave10/3/2024 0 1,000 2,000 3,000 4,000 5,000 6,000 0 1,000 2,000 3,000 4,000 5,000 6,000 PROJECT: Cohesion= 126 psf Classification PEAK STRENGTH DIRECT SHEAR TEST RESULTS FIGURE B-2 3204.I SH E A R S T R E N G T H , p s f NORMAL PRESSURE, psf CLAY (CL) Note: Samples remolded to 90% of maxium dry density. Friction Angle= 26 degrees MC,% Friction Angle= 26 degrees DD,pcfSample Location MATER DEI DANCE STUDIO PROJECT NO.: Cohesion= 132 psf ULTIMATE STRENGTH B-1 114 9.50-5 1202 W Edinger Ave10/3/2024 0 5 10 15 20 25 30100 1,000 10,000 105 111 DD,pcf MC,% 3204.I Classification PROJECT:PROJECT NO.: Sample Location CONSOLIDATION TEST RESULTS STRESS, psf 17.97.0 FIGURE B-3 Sample inundated at 1600 psfSample inundated at 1600 psf B-2 ST R A I N , % MATER DEI DANCE STUDIO SANDY CLAY (CL) 1202 W Edinger Ave10/3/2024 0 5 10 15 20 25 30100 1,000 10,000 105 97 DD,pcf MC,% 3204.I Classification PROJECT:PROJECT NO.: Sample Location CONSOLIDATION TEST RESULTS STRESS, psf 24.915.0 FIGURE B-4 Sample inundated at 1600 psfSample inundated at 1600 psf B-2 ST R A I N , % MATER DEI DANCE STUDIO SILTY CLAY (CL) 1202 W Edinger Ave10/3/2024 Project X REPORT S230929B Corrosion Engineering Page 2 Corrosion Control – Soil, Water, Metallurgy Testing Lab 29990 Technology Dr., Suite 13, Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcorrosion.com Soil Analysis Lab Results Client: Geotechnical Professionals Inc. Job Name: Mater Dei Dance Client Job Number: 3204.I Project X Job Number: S230929B October 2, 2023 Method ASTM G51 ASTM G200 SM 4500-D ASTM D4327 ASTM D6919 ASTM D6919 ASTM D6919 ASTM D6919 ASTM D6919 ASTM D6919 ASTM D4327 ASTM D4327 Bore# / Description Depth pH Redox Sulfide S2- Nitrate NO3- Ammonium NH4+ Lithium Li+ Sodium Na+ Potassium K+ Magnesium Mg2+ Calcium Ca2+ Fluoride F2-- Phosphate PO43- (ft)(mg/kg) (wt%) (mg/kg) (wt%) (Ohm-cm) (Ohm-cm)(mV) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) B-1 0-5 354.4 0.0354 13.5 0.0014 938 804 7.8 188 ND 6.9 2.8 ND 49.7 5.5 46.5 172.0 9.5 80.4 ASTM G187 ASTM D4327 ASTM D4327 Resistivity As Rec'd | Minimum Sulfates SO42- Chlorides Cl- Cations and Anions, except Sulfide and Bicarbonate, tested with Ion Chromatography mg/kg = milligrams per kilogram (parts per million) of dry soil weight ND = 0 = Not Detected | NT = Not Tested | Unk = Unknown Chemical Analysis performed on 1:3 Soil-To-Water extract PPM = mg/kg (soil) = mg/L (Liquid) Note: Sometimes a bad sulfate hit is a contaminated spot. Typical fertilizers are Potassium chloride, ammonium sulfate or ammonium sulfate nitrate (ASN). So this is another reason why testing full corrosion series is good because we then have the data to see if those other ingredients are present meaning the soil sample is just fertilizer-contaminated soil. This can happen often when the soil samples collected are simply surface scoops which is why it's best to dig in a foot, throw away the top and test the deeper stuff. Dairy farms are also notorious for these items. Table 1 1202 W Edinger Ave10/3/2024 November 9, 2023 consultant Signed 11/9/2023 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024 1202 W Edinger Ave10/3/2024