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HomeMy WebLinkAbout2129 S Wright St - PlanCLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ VICINITY MAP:PROJECT SCOPE:DRAWING INDEX PERMITTING / PLANNING NOTES: PROJECT ADDRESS AERIAL PHOTO:PROJECT TEAM: THIS INSTALLATION CONSISTS OF A NEW ROOF MOUNTED PHOTOVOLTAIC (PV) SYSTEM. THE PV SYSTEM IS STATIC MOUNTED. THIS SYSTEM WILL BE INTERCONNECTED TO AND WILL BE OPERATED IN PARALLEL WITH THE PG&E ELECTRIC GRID PER THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND UTILITY INTERCONNECT AGREEMENT CONDITIONS OF APPROVAL: 1. ALL CONSTRUCTION SHALL OCCUR BETWEEN THE HOURS OF 7AM & 7PM, EXCEPT FOR THE PURPOSE OF EMERGENCIES. 1. THIS PV SYSTEM INSTALLATION IS SUBJECT TO INSPECTION BY THE AUTHORITY HAVING JURISDICTION AND FIRST EDISON 2. THIS PROJECT SHALL CONFORM TO THE FOLLOWING CODE VERSIONS: 2022 CALIFORNIA BUILDING CODE (CBC 2022) 2022 CALIFORNIA ELECTRIC CODE (CEC 2022) 2022 CALIFORNIA FIRE CODE (CFC 2022) 2022 CALIFORNIA ENERGY CODE (CEnC 2022) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSG 2022) 2022 CALIFORNIA PLUMBING CODE (CPC 2022) 2022 CALIFORNIA MECHANICAL CODE (CMC 2022) AUTHORITY HAVING JURISDICTION 3. SYSTEM UTILIZES GROWATT INVERTERS AND APS RSD WHICH MEET 690.12 MODULE LEVEL RAPID SHUTDOWN REQUIREMENTS. 4. 110.2 APPROVAL: ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION. 5. ELECTRICAL EQUIPMENT SHALL BE LISTED OR CERTIFIED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULLBOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ECT.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 7. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 8. INSTALLATION OF THE PV SYSTEM IN PARALLEL WITH THE UTILITY POWER SHALL BE INSTALLED ONLY BY QUALIFIED PERSONS. 705.6. 9. THE OUTPUT CHARACTERISTICS OF THE PV SYSTEM SHALL BE COMPATIBLE WITH THE VOLTAGE, WAVE SHAPE, AND FREQUENCY OF THAT OF THE UTILITY OUTPUT. 705.14. 10. INTERCONNECTED ELECTRIC POWER PRODUCTION SOURCES SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250. 705.50. SITE CONTACT: CONTRACTOR: Confidentiality Statement: 8/29/2024 11:58:12 PM Title Sheet Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 T101 Muir Chase Plumbing Santa Ana (MCP) 2129 S Wright St Santa Ana, CA 92705 SOLAR ELECTRIC SYSTEM PROJECT - 32.4kW DC STC RATING / 29.536kW AC CEC RATING ---- SOLAR ELECTRIC SYSTEM THIS PROJECT ENTAILS THE INSTALLATION OF A PHOTOVOLTAIC SYSTEM AT Muir Chase Plumbing Santa Ana (MCP) THE SYSTEM WILL NOT BE A NET ELECTRICITY EXPORTER TO THE UTILITY GRID. This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 16200 SCIENTIFIC WAY, IRVINE, CA 92618 TEL: 925-548-4924 LIC # C46 - 1050892 SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 Sheet #Sheet Name T101 Title Sheet T102 Notes A101 Site Plan A102 Array Layout S1.0 Sollega Layout S1.1 Sollega Layout S2.0 Drawing Info S3.0 Roof Framing E101 Array Wiring E201 Single Line Diagram SP101 Signage / Spec Sheets SP102 Spec Sheets SP103 Spec Sheets SP104 Spec Sheets MODULE: (72) VIETNAM SUNERGY JOINT STOCK COMPANY, VSUN450-144BMH, 450W PTC: 418.6ptc INVERTER: (2) SHENZHEN GROWATT NEW ENERGY CO., LTD., MIN 11400TL-XH-US [240V] PV LOCATION SITE LOCATION SITE LOCATION APN: 014-262-31 No. Descriptio n Date Bldg #101122714 & 201820185319 APPROVALS: PLNG - C. Santans BLDG - A. So PUBLIC WORKS - Y. Soto ELECT - M. Smith CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 8/30/2024 12:00:26 AM Notes Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 T102 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 ABBREVIATIONS ALTERNATING CURRENT APPROXIMATE AMERICAN WIRE GUAGE CENTER LINE COMBINER BOX DIRECT CURRENT DROP INLET DISCONNECT ELECTRICAL METALLIC TUBING (EXISTING) ELEVATION EQUAL INSIDE DIAMETER JUNCTION BOX MAIN COMBINER BOX MANUFACTURER MINIMUM MISCELLANEOUS (NEW) OR APPROVED EQUAL ON CENTER OUTSIDE DIAMETER POINT OF COMMON COUPLING PHOTOVOLTAIC PROPERTY LINE STORM DRAIN SQUARE FOOT/FEET SIMILAR TO BE DETERMINED TOP OF FOOTING TYPICAL UNLESS OTHERWISE NOTED VERIFY IN FIELD TRANSFORMER NOTESSYMBOLS AC APPROX AWG CL CB DC DI DISC EMT (E) EL EQ ID JB MCB MFR MIN MISC (N) OAE OC OD POCC PV PL SD SF SIM TBD TOF TYP UON VIF XFMR No. Descrip tio n Date S W R I G H T S T A101 3 4FT CLEAR PERIMETER PATHWAY 4F T C L E A R P E R I M E T E R P A T H W A Y 4F T C L E A R P E R I M E T E R P A T H W A Y 4FT CLEAR PERIMETER PATHWAY (N) AC DISCONNECT FOR UTILITY OPERATION RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM (N) (2) GROWATT MIN INVERTERS 1-2 EXTERIOR WALL AT GROUND LEVEL: (N) DEDICATED PV COMBINER PANEL INTERIOR WALL AT GROUND LEVEL: (E) MAIN SERVICE 75° 36' 26" 145.00' N E 14 ° 2 3 ' 3 4 " 18 0 . 5 0 ' S E 75° 36' 26" 145.00' S W 14 ° 2 3 ' 3 4 " 18 0 . 5 0 ' N W ROOF OBSTRUCTION TYP DRIVE AISLE A101 2 ROLL UP DOOR (N) AC DISCONNECT FOR UTILITY OPERATION RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM (E) MAIN SERVICE EXTERIOR WALL AT GROUND LEVEL PROPOSED CONDUIT RUN (ACTUAL LOCATION TO BE DETERMINED ON SITE) EXIT DOOR ROLL UP DOOR (N) DEDICATED COMBINER PANEL (N) (2) GROWATT MIN INVERTERS 1-2 CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 3/26/2025 11:43:10 AM Site Plan Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 A101 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 1/16" = 1'-0"1 Site Overview FIRE STAMP:NOTE: 1. SOLAR PHOTOVOLTAIC SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS 1204.2 THROUGH 1204.5 AND THE CALIFORNIA BUILDING CODE. FIRE CODE 1204.1 DOES NOT APPLY FOR A COMMERCIAL PROPERT OR NON-RESIDENTIAL. FIRE ACCESS REQUIREMENTS FOR COMMERCIAL OCCUPANCIES SHALL BE 1204.3. 2. ROOF ACCESS, PATHWAYS, AND SPACING REQUIREMENTS SHALL BE PROVIDED IN ACCORDANCE WITH CALIFORNIA FIRE CODE SECTION 1204.3.3. PATHWAYS SHALL BE OVER AREAS CAPABLE OF SUPPORTING FIRE FIGHTERS ACCESSING THE ROOF. PATHWAYS SHALL BE LOCATED IN AREAS WITH MINIMAL OBSTRUCTIONS SUCH AS VENT PIPES, CONDUIT, OR MECHANICAL EQUIPMENT. FIRE CODE 1204.2 3. CONDUIT, WIRING SYSTEMS, AND RACEWAYS FOR PHOTOVOLTAIC CIRCUITS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE OR HIP OR VALLEY AND FROM THE HIP OF VALLEY AS DIRECTLY AS POSSIBLE TO AN OUTSIDE WALL TO REDUCE TRIP HAZARDS AND MAXIMIZE VENTILATION OPPORTUNITIES. CONDUIT RUNS BETWEEN SUB ARRAYS AND TO DC COMBINER BOXES SHALL BE INSTALLED ON THE ROOF BY TAKING THE SHORTEST PATH FROM THE ARRAY TO THE DC COMBINER BOX. THE DC COMBINER BOXES SHALL BE LOCATED SUCH THAT CONDUIT RUNS ARE MINIMIZED IN THE PATHWAYS BETWEEN ARRAYS. DC WIRING SHALL BE INSTALLED IN METALLIC CONDUIT OR RACEWAYS WHEN LOCATED WITHIN ENCLOSED SPACES IN A BUILDING. CONDUIT SHALL RUN ALONG THE BOTTOM OF LOAD BEARING MEMBERS. FIRE CODE 1204.3.4 4. CONDUIT, WIRING SYSTEMS, AND RACEWAYS FOR PHOTOVOLTAIC CIRCUITS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE OR HIP OR VALLEY AND FROM THE HIP OF VALLEY AS DIRECTLY AS POSSIBLE TO AN OUTSIDE WALL TO REDUCE TRIP HAZARDS AND MAXIMIZE VENTILATION OPPORTUNITIES. CONDUIT RUNS BETWEEN SUB ARRAYS AND TO DC COMBINER BOXES SHALL BE INSTALLED ON THE ROOF BY TAKING THE SHORTEST PATH FROM THE ARRAY TO THE DC COMBINER BOX. THE DC COMBINER BOXES SHALL BE LOCATED SUCH THAT CONDUIT RUNS ARE MINIMIZED IN THE PATHWAYS BETWEEN ARRAYS. DC WIRING SHALL BE INSTALLED IN METALLIC CONDUIT OR RACEWAYS WHEN LOCATED WITHIN ENCLOSED SPACES IN A BUILDING. CONDUIT SHALL RUN ALONG THE BOTTOM OF LOAD BEARING MEMBERS. FIRE CODE 1204.3.4 5. THE ENTIRE PV SYSTEM UTILIZES SMA AMERICA 33KW INVERTER WITH SMA JMS-F RAPID SHUTDOWN FOR MODULE LEVEL RAPID SHUTDOWN PER CFC 1204.5.1 ITEMS 1 & 2. 6. A RAPID SHUTDOWN SWITCH SHALL HAVE A LABEL LOCATED NOT GREATER THAN 3 FEET (914 MM) FROM THE SWITCH THAT STATES THE FOLLOWING: RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 7. PER CFC 1204.3.2 INTERIOR PATHWAYS SHALLS BE PROVIDED BETWEEN ARRAY SECTIONS TO MEET THE FOLLOWING REQUIREMENTS: 1. PATHWAYS SHALL BE PROVIDED AT INTERVALS NOT GREATHER THAN 150 FEET THROUGHOUT THE LENGTH AND WIDTH OF THE ROOF. 2. A PATHWAY NOT LESS THAN 4 FEET WIDE IN A STRAIGHT LINE TO ROOF STANDPIPES OR VENTILATION HATCHES. 3. A PATHWAY NOT LESS THAN 4 FEET WIDE AROUND ROOF ACCESS HATCHES, WITH NOT FEWER THAN ONE SUCH PATHWAY TO A PARAPET OR ROOF EDGE. 8. PER 1204.3.3 SMOKE VENTILIATION SHALL BE DESIGNED TO MEET THE FOLLOWING REQUIREMENTS: (1) WHERE NONGRAVITY- OPERATED SMOKE AND HEAT VENTS OCCUR, A PATHWAY NOT LESS THAN 4 FEET WIDE SHALL BE PROVIDED BORDERING ALL SIDE. (2) SMOKE VENTILIATION OPTIONS BETWEEN ARRAY SECTIONS SHALL BE ONE OF THE FOLLOWING: 2.1 A PATHWAY NOT LESS THAN 8 FEET WIDE. 2.2 WHERE GRAVITY-OPERATED DROPOUT SMOKE AND HEAT VENTS OCCUR, A PATHWAY NOT LESS THAN 4 FEET WIDE ON NOT FEWER THAN ONE SIDE. 2.3 A PATHWYA NOT LESS THAN 4 FEET WIDE BORDERING 4-FOOT BY 8 FOOT VENTING CUTOUTS EVERY 20 FEET ON ALTERNATING SIDES OF THE PATHWAY Array Name Tilt° Azimuth Module Count Array 1 6 180 72 TOTAL: 72 3/8" = 1'-0"3 Electrical Equipment Layout No. Description Date 1 AHJ Corr#1 3/25/25 3/8" = 1'-0"2 Electrical Equipment Layout1 1 (N) (2) GROWATT MIN INVERTERS 1-2 (N) DEDICATED PV COMBINER SUBPANEL(N) PV AC DISCONNECT (E) 400A MAIN SWITCHBOARD ROOF OBSTRUCTION TYP EXTERIOR EQUIPMENT (GROUND LEVEL): 4FT CLEAR PERIMETER PATHWAY 4F T C L E A R P E R I M E T E R P A T H W A Y 4F T C L E A R P E R I M E T E R P A T H W A Y 4FT CLEAR PERIMETER PATHWAY 122' - 6" 77 ' - 6 " 13' - 0"104' - 0"5' - 6" SOLLEGA BALLAST TRAY TYP LADDER REQUIRED FOR ROOF ACCESS 25 ' - 7 " 23 ' - 8 " 28 ' - 3 " PROPOSED ROOFTOP CONDUIT RUN (ACTUAL LOCATION TO BE DETERMINED ON SITE) EXTERIOR EQUIPMENT (GROUND LEVEL): CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 8/29/2024 11:56:23 PM Array Layout Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 A102 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 3/16" = 1'-0"1 Array Layout Array Name Tilt° Azimuth Module Count Array 1 6 180 72 TOTAL: 72 No. Description Date C3 W 0 U Racking Layout ROOF 1, ARR 1 2' N W E S 0 8 16 Design To Accommodate Seismic Displacement per ASCE 7-16 ....................................................................................................................................................................................................................................................................................................................................................................................................... Design Seismic Displacement AMpv 24.0 in (ASCE 716 13.6.12 ) Condition Minimum Separation --------------- Between separate solar arrays of similar construction I 1.00 ft Between a solar array and a fixed object on the roof, ------------------------or solar array of different construction I -----------------------i------------------------------ Between a solar array and a roof edge with a qualifying parapet I 2.00 ft �.---------------------------------------------------------------------------------------y-----------------------------• ------- Between a solar array and a roof edge without a qualifying parapet ; 4.00 ft ---------------------------------------------------------------------- Notes: 1) A parapet is "qualifying" if the top of the parapet is not less than 12 inches in height. 2) The minimum allowable friction factor required for use of the prescriptive displacement method is = 0.4, which should be measured under wet conditions per ASTM G115. If positive attachments are provided for lateral resistance of seismic forces, then the minimum requirement is waived, as friction is not allowed to contribute in conjunction with attachments (IBC 1604.9) 3) The array is designed to move (displace) when subjected to earthquake forces. Therefore, the design displacement distance is calculated to provide room for the array to move without affecting other rooftop installations. After an earthquake, the array shall be returned to compliance with the separation distances listed above, and damaged anchors (if any) shall be repaired. 4) The contractor shall field verify all dimensions and site conditions before starting work and shall notify PZSE, Inc- Structural Engineers, (PZSE, Inc) of any discrepancies. 5) All omissions and conflicts regarding the seismic setback specifications shall be brought to the attention of PZSE, Inc and resolved prior to proceeding with work so involved. GENERAL NOTES: 1. DUE TO THE DIFFICULTY OF ANTICIPATING EVERY UNSATISFACTORY CONDITION THAT MIGHT BE FOUND IN EXISTIN( CONSTRUCTION, IF ANY EXISTING CONDITION SUCH AS PV ARRAY SETBACKS BE DISCOVERED WHICH IS NOT COVERED BY OR IS IN CONFLICT WITH, THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH THE 2022 CBC, A CHANG ORDER, OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE ISSUED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, SITE CONDITIONS INCLUDING PARAPET HEIGHT, PV ARRAY SETBACKS, AND FIRE PATHWAYS BEFORE STARTING WORK AND SHALL NOTIFY PZSE OF ANY DISCREPANCIES. 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATION: SHALL BE BROUGHT TO THE ATTENTION OF PZSE AND RESOLVED PRIOR TO PROCEEDING WITH THE WORK SO INVOLVED. Ian X a st, ate' PROJECT SPECIFICATIONS Roof Height (ft) 30 Wind Speed ASCE 7-16 (MPH) 95 lrouhUriow Load (PSF) 0 Seismic Design Value (Sos) 1.017 Exposure Factor C Azimuth (deg.) 180.00 Average Parapet Height (ft) 3 Module Model VSUN-144BMH Module Count (#) 72 Module Wattage (W) 450 Module Length (in) 83.00 Module Width (in) 41.26 Module Thickness (in) 1.38 Module Weight (Ibs) 53.80 System Size (kW -DC) 32.40 Total FastRacks (#) 93 Roof Anchors (#) 5 Row Spacing (in) 49.07 Tilt Angle (DEG) 6 Total CMU Blocks (#) 172 Total Non -ballast Weight (Ibs) 4440 Total Ballast Weight (Ibs) 5590 Total System Weight (Ibs) 10030 Total Load / Array Area (psf) 4.90 Row Count: 5 (FOR INTERNAL USE ONLY) . Location 2129 South Wright Street,Santa z Ana,CA 92705 Installer CalSolarinc w Contact Will Breiholz 0 Email wbreiholz@ca-solar.com Phone 310.316.0413 o SETBACK LINES ASCE 7-16 w SEISMIC SETBACK w J FIRE SETBACK U) 2,8 Roof Anchor sz.a W I— O Z Za 8' Rail Ballast Required (#CMU blocks) FASTRACK 510 Ballast Per FastRack CMU: 32.5 lb , 4"x8"x16" Sollega- Sollega West: 415-648-1299 2480 Mission St, Ste 107B, San Francisco, CA 94110 www.Sollega.com FINAL LAYOUT: This layout was designed and engineered by Sollega staff and/or consultants. This layout was based on the available information that was provided by the installer. Sollega does not take any responsibility for any issues due to missing or incorrect information. All dimensions should be verified in the field before installation. Additional roof anchors, ballast, or other equipment may be required if any changes are made to the original drawing. It is the responsibility of the installer to follow all requirements listed in the Sollega Installation Manual. Do not copy or distribute. �Pb m w m No. S3878 \ Em 3-31-25 */ oo� F FOR PV BALLAST SYSTEM ONLY icy E SCALE: 3/16" = 1'-0" FORMATTED FOR 24" x 36" Date & Time 7 23 2024 9:47 AM Sheet Name S1.0 ��] ,I C Ian T C3 F27 F 97 F-9--1 F-9--1 37 F9 I F-9--1 —31 F2 721 F 97 Fo Fol L 0 U Roof 1, Arr 1 I ast, ate: PROJECT SPECIFICATIONS Roof Height (ft) 30 Wind Speed ASCE 7-16 (MPH) 95 you �ow Load (PSF) 0 Seismic Design Value (Sps) 1.017 Exposure Factor C Azimuth (deg.) 180.00 Average Parapet Height (ft) 3 Module Model VSUN-144BMH Module Count (#) 72 Module Wattage (W) 450 Module Length (in) 83.00 Module Width (in) 41.26 Module Thickness (in) 1.38 Module Weight (Ibs) 53.80 System Size (kW -DC) 32.40 Total FastRacks (#) 93 Roof Anchors (#) 5 Row Spacing (in) 49.07 Tilt Angle (DEG) 6 Total CMU Blocks (#) 172 Total Non -ballast Weight (Ibs) 4440 Total Ballast Weight (Ibs) 5590 Total System Weight (Ibs) 10030 Total Load / Array Area (psf) 4.90 Row Count: 5 (FOR INTERNAL USE ONLY) Location 2129 South Wright Street,Santa 0 LL_ Ana,CA 92705 z Installer CalSolarinc w Contact 1 Will Breiholz Email wbreiholz@ca-solar.com Phone 310.316.0413 SETBACK LINES ZASCE 7-16 w SEISMIC SETBACK J FIRE SETBACK . Roof Anchor w$ 0 z zo 8' Rail Ballast Required (#CMU blocks) FASTRACK 510 Ballast Per FastRack CMU: 32.5 lb , 4"x8"x16" KV Sollega- Sollega West: 415-648-1299 2480 Mission St, Ste 107B, San Francisco, CA 94110 www.Sollega.com FINAL LAYOUT: This layout was designed and engineered by Sollega staff and/or consultants. This layout was based on the available information that was provided by the installer. Sollega does not take any responsibility for any issues due to missing or incorrect information. All dimensions should be verified in the field before installation. Additional roof anchors, ballast, or other equipment may be required if any changes are made to the original drawing. It is the responsibility of the installer to follow all requirements listed in the Sollega Installation Manual. Do not copy or distribute. Q?,pFESSION �ENNETH 24,/ Uw m m No.S3878 Exp.3-31-25 �yTSTRUCTU?, F OF CA��FO FOR PV BALLAST SYSTEM ONLY Date & Time 7 23 2024 9:47 AM Sheet Name S1.1 L FORMATTED FOR 24" x 36" CITY OF SANTA ANA y Ap''pro'V'ed FOR PERMIT ISSUANCE ® m ® Ar TOP VIEW„ 11 4 aster ID: ® ate: -1 i 2'-0 3� 1 16 8�� MODULE FRAME 4 TOP CLAMP 151, �`�- S2.0 I 16 L ULL CLAM ® x Es 6` 6. 7- 2t-51" L4 _ 8 8 r5, 6 31 1 » 16 S2.0 eeeeeee a ee. MECHANICAL ANCHOR _ 8 4„ _ - S2.0 5/16" x 7/8"L HEX BOLT 101" 1116„ g 909 0800 000000000 SCALE: 1-1 /2" ooG0000GG o00000000 00000000G Goo® Goo ('I'� MODULE ATTACHMENT DETAIL 3 SOLLEGA FAST RACK 510(FR510 S2.0 = 1'-0" �-o SCALE: 1-1 /2" = 1'-0" 4 C LAM P D ETAI L �-o SCALE: 6" = 1'-0" FOR ANCHORS: 5/16" STAINLESS STEEL ANCHOR TO FASTRACK CONNECTION DETAILS USE U-2400 ANCHORS W/ THE FOLLOWING FASTENERS: 5/16" STAINLESS STEEL SERRATED FLANGE NUT ALTERNATE VIEWS SERRATED FLANGE NUT TO PLYWOOD DECK: USE (8) #12 WOOD SCREWS FULLY PENETRATED THROUGH THE L—FOOT PLYWOOD W/ MIN 1/4" PROTRUDING BEYOND THE BOTTOM OF THE L—FOOT PLYWOOD DECK. 0 8 8 8 ® ®e e FASTRACK510 CORNER SUPPORT CUTOUT (E—W OR N—S ORIENTATION) 1 STAINLESS STEEL SQUARE WASHER 0511, U—ANCHOR PLATE WITH 5/16" BOLT 5/16" STAINLESS STEEL 8 o o 1 CARRIAGE BOLT 0 0 6 ® % ® R3„ S2.0 �„ ® TOP - RAIL/FASTRACK CONNECTION oh" ANCHOR TO RAIL OU IDE OF FASTRACK 1 „ I 16 999 99999 999999999 — 999 99999 e9ee9eee9 ('8-MECHANICAL ANCHOR DETAIL S2.0 SCALE: 1-1 /2" = 1 '-0" CORNER SUPPORT TO 6 5 6 CORNER SUPPORT TO NOTE: INSIDE OF FASTRACK S2.0 S2.0 S2.0 INSIDE OF FASTRACK CONTRACTOR SHALL FIELD VERIFY PRESENCE OF EXISTING RIGID INSULATION GGeGeeGG9 eeeG 9eG BELOW ROOF ANCHORS. WHERE RIGID INSULATION OCCURS AND IS: MECHANICAL ANCHOR ATTACHMENT ASSEMBLY FRONT VIEW 1) LESS THAN 6 INCHES IN THICKNESS AND/OR STRUCTURAL DECKING IS SIDE - RAIL/FASTRACK CONNECTION PRESENT ABOVE, THE ATTACHMENT IS STRUCTURALLY ADEQUATE AND NO ALTERATIONS ARE REQUIRED 2) GREATER THAN 6 INCHES IN THICKNESS, AND STRUCTURAL DECKING IS NOT PRESENT ABOVE, THE CONTRACTOR SHALL NOTIFY PZSE. THE CONTRACTOR SHALL REMOVE THE AREA OF EXISTING INSULATION EQUAL 5, 6 AN C H 0 R RAIL FASTRACK CONNECTION DETAILS TO THE AREA UNDER THE ATTACHMENT, AND REPLACE WITH SOLID WOOD BLOCKING FLUSH WITH THE EXISTING ROOF MEMBRANE. S2.0 SCALE: NTS WATERPROOFINGALL BE ADDRESSED BY OTHERS. Zi ol e a M Sol lega: 415-648-1299 128 De Montfort Ave., San Francisco, CA 94112 www.Sollega.com O Location 2129 South Wright Street,Santa w z o z Ana,CA 92705 Installer CalSolarinc U w w Contact Will Breiholz p 0 Email wbreiholz@ca-solar.com Phone 310.316.0413 //QRpFESSIpN\�ENNEiH Iq� U m w- A DRAWING INFO. Date & Time 4/8/2024 7:40 AM Prepared/Approved by JC LR Sheet Name S2.0 U) w I— O No.S3878 w. 3-31-25 OFCCAOPF V CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 8/29/2024 11:57:03 PM Roof Framing Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 S3.0 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 FRAMING SHEET IS FOR REFERENCE ONLY No. Description Date I:1, S:1 M:9, C:+ I:1, S:1 M:9, C:- I:1, S:2 M:9, C:+ I:1, S:2 M:9, C:- I:1, S:3 M:9, C:+ I:1, S:3 M:9, C:- I:1, S:4 M:9, C:+ I:1, S:4 M:9, C:- I:2, S:1 M:9, C:+ I:2, S:1 M:9, C:- I:2, S:2 M:9, C:+ I:2, S:2 M:9, C:- I:2, S:3 M:9, C:+ I:2, S:3 M:9, C:- I:2, S:4 M:9, C:+ I:2, S:4 M:9, C:- JUNCTION BOX CONDUIT PYRAMID BLOCK ROOF DECK ROOFING ROOF FRAMING BEYOND FASTENED AT LEAST EVERY (10'-0")OR OTHER TUBING TERMINATION FASTENED (3'-0") FROM JUNCTION BOX, COMIBNER PYRAMID BLOCK SEE 5/PV8 (3 . 5 " ) 10-24 SS BOLT TORQUE TO 18 FT-LBS 10-24 SS NUT /W STAR WASHER RAIL FRAME ILSCO #4 LAY IN LUG TINNED STAR WASHER REPRESENTATIVE CONDUCTORS CONDUIT COMPRESSIO N FITTING LOCK NUT ENCLOSURE WALL CONTINUOUS GROUND STRIP INSULATION AT LUG GROUND BUSHING WITH LAY-IN LUG 4FT CLEAR PERIMETER PATHWAY 4F T C L E A R P E R I M E T E R P A T H W A Y 4F T C L E A R P E R I M E T E R P A T H W A Y 4FT CLEAR PERIMETER PATHWAY (N) (2) GROWATT MIN INVERTERS 1-2 (N) DEDICATED PV COMBINER SUBPANEL(N) PV AC DISCONNECT (E) 400A MAIN SWITCHBOARD EXTERIOR EQUIPMENT (GROUND LEVEL): PROPOSED ROOFTOP CONDUIT RUN (ACTUAL LOCATION TO BE DETERMINED ON SITE) EXTERIOR EQUIPMENT (GROUND LEVEL): CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 8/29/2024 11:56:24 PM Array Wiring Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 E101 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 1/2" = 1'-0"2 Detail For Unattached Conduit Runs on Roof 6" = 1'-0"3 Detail Grounding Lay-in Lug 6" = 1'-0"4 Detail Grounding Conduit Body Array Name Tilt° Azimuth Module Count Array 1 6 180 72 TOTAL: 72 3/16" = 1'-0"1 Wiring Layout I: #, S: # M: #, C: +/- KEY: STRING # INVERTER # QTY MODULES CHARGE No. Descriptio n Date 4 (1) #8 AWG CU THWN-2 EGC (1) #4 AWG CU THWN-2 NEUT (2) #4 AWG CU THWN-2 FILL: 0.2683 IN^2 1" EMT ON STRUCTURES, 31% FILL DISTANCE: 10 FT, 0.12% VDROP 1 (1) #6 AWG CU SOLID CU EGC (2) #10 AWG CU PV WIRE DISTANCE: 5 FT, 0.33% VDROP 3 (1) #8 AWG CU THWN-2 EGC (8) #10 AWG CU THWN-2 FILL: 0.1821 IN^2 0.75" EMT ON STRUCTURES, 34% FILL DISTANCE: 70 FT, 0.51% VDROP 6 (1) #6 AWG CU THWN-2 EGC (1) #1/O AWG CU THWN-2 NEUT (2) #1/O AWG CU THWN-2 FILL: 0.6072 IN^2 1.5" EMT ON STRUCTURES, 30% FILL DISTANCE: 25 FT, 0.24% VDROP 5 (1) #6 AWG CU THWN-2 EGC (1) #1/O AWG CU THWN-2 NEUT (2) #1/O AWG CU THWN-2 FILL: 0.6072 IN^2 1.5" EMT ON STRUCTURES, 30% FILL DISTANCE: 100 FT, 0.96% VDROP 2 (1) #6 AWG CU THWN-2 EGC (2) #10 AWG CU PV WIRE FILL: 0.1195 IN^2 0.75" EMT ON STRUCTURES, 22% FILL DISTANCE: 10 FT, 0.22% VDROP TEMPERATURE TUSTIN MCAF: EXTREME MIN: 2°C 2% AVG HIGH TEMP: 31°C NOTES: 1.PROVIDE CONTINUOUS PATH FOR GROUND CONDUCTOR FROM THE INVERTER TO THE EXISTING MAIN SERVICE SWITCHBOARD GROUND BUS. GROUNDING ELECTRODE CONDUCTOR TO SERVE AS EQUIPMENT GROUND. PROVIDE LAY-IN LUGS TO BOND ALL EQUIPMENT ALONG THIS PATH TO THE GROUNDING ELECTRODE CONDUCTOR TO ALLOW FOR CONTINUOUS RUN. 2.ALL WORK TO COMPLY WITH 2022 CALIF. ELECTRIC CODE AND 2022 CALIF. ENERGY CODE. 3 THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. 4.FOR FIRE RATED WALL/CEILING PENETRATION AND/OR MEMBRANE PENETRATION, COMPLETE NRTL CLASSIFICATION SHEETS SHALL BE PROVIDED TO THE INSPECTOR AT THE TIME OF INSPECTION. 5.GIVE SOUTHERN CALIFORNIA EDISON (SCE) WRITTEN NOTICE OF THE EXTENT AND NATURE OF ANY MATERIAL CHANGE IN THE SIZE, CHARACTER, OR EXTENT OF THE UTILIZING EQUIPMENT OR OPERATIONS FOR WHICH SCE IS SUPPLYING ELECTRIC SERVICE BEFORE MAKING ANY SUCH CHANGE. 6.WHERE THE BUILDING PROPERTY IS LOCATED IN A FLOOD ZONE AREA, ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED ONE FOOT ABOVE THE FLOOD BASE ELEVATION. 7.ALL INSTALLED MATERIALS AND EQUIPMENT SHALL BE LISTED U.L., NRTL OR LISTED AND APPROVED BY A CITY OF LONG BEACH APPROVED TESTING LABORATORY. 8 ALL NEW OVERCURRENT DEVICES INSTALLED IN EXISTING PANELS / SWITCHBOARDS SHALL MATCH THE MAKE, MODEL AND INTERRUPTING CAPACITY OF THE EXISTING OVERCURRENT DEVICES. 9.RACEWAY SEALS. CONDUITS OR RACEWAYS THROUGH WHICH MOISTURE MAY CONTACT LIVE PARTS SHALL BE SEALED OR PLUGGED AT EITHER OR BOTH ENDS. 10.NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. (110.26(F)) 11.PROVIDE AND MAINTAIN REQUIRED WORK SPACE, ADEQUATE ILLUMINATION, ACCESS TO WORK SPACE AND HEAD ROOM ABOUT ELECTRICAL EQUIPMENT. (110.26) 12.ANY PIPING, DUCTWORK OR CONDUIT IS PROHIBITED IN FIRE RATED STAIRWELLS UNLESS ASSOCIATED WITH ILLUMINATION OF THE STAIRWELL OR THE BUILDING FIRE SUPPRESSION SYSTEM. MAX VOLTAGE DROP MODULE TO RAPID SHUT DOWN = 0.33% RAPID SHUT DOWN TO JBOX = 0.22% JBOX TO INVERTER = 0.51% INVERTER TO SUB PANEL = 0.12% SUB PANEL TO AC DISCONNECT= 0.96% AC DISCONENCT TO MAIN SERVICE =0.24% TOTAL = 2.38% 1 G 11.4 G INV ROOFTOP ARRAY -(36) 450 WATTS PER MODULE STRING CURRENT: 11.52A ISC, 10.93A IMP INVERTER 1 (11.4KW) (36) MODULES STRINGS 1-4: 9 MODULES (N) NONFUSED AC DISCONNECT FOR UTILITY OPERATION 240VAC, 2P, 125A, NEMA 3R, VISIBLE / LOCKABLE (RAPID SHUTDOWN SWITCH) JBOX TYP PER STRING: (E) MAIN SWITCHGEAR, 400A 120/ 240V, 1PH, 3W, NEMA 3R, W / (N) 350A MAIN BREAKER PROJECT TOTAL MODULES TOTAL SYSTEM SIZE: 32.4 kW DC, 29.536 kW ACcec PANEL SPECS: (72) VIETNAM SUNERGY JOINT STOCK COMPANY, VSUN450-144BMH, 450W MODULE AMPERAGE: 10.93 IMP, 11.52 ISC MODULE VOLTAGE: 41.2 VMP, 49.4 VOC TEMP. COEFFICIENTS OF Voc: -0.27%/°C PTC: 418.6ptc INVERTER SPECS: (2) SHENZHEN GROWATT NEW ENERGY CO., LTD., MIN 11400TL-XH-US [240V] 240/120V, 1PH, 3W, MAX OUTPUT = 48A CEC WEIGHTED EFFICIENCY: 98.0% OPTIMIZER / RAPID SHUTDOWN SPECS: (24) NEP PVG-3 20A MAX DC INPUT = 20A MAXIMUM OUTPUT VOLTAGE = 148.2V SYSTEM VOLTAGE MAXIMUM = 1500V SEE SPEC SHEET FOR ELECTRICAL PARAMETERS AND WARRANTY INFO 9 X 1 TO (MPPT 1) 9 X 1 TO (MPPT 2) INV 1 -11.4 kW STRINGS 1-4 36 MODULES NOTE: ALL PV WIRE TO BE A MINIMUM OF 1000Vdc RATED STRING CURRENT: 10.93 A IMP, 11.52A ISC STRING VOLTAGE: 9 MODULE STRINGS: 370.8VMP, 444.6VOC 120% RULE 705.12(D)(2)(3)(B) MAIN BUS: 400A MAIN BREAKER: 350A SOLAR OUTPUT: 96A (MAX SOLAR OUTPUT) 400A BUS X 120% -350A MAIN >96A X 125% 130A >120A --> 125A NEW BACKFED BREAKER O.K. 2 G 11.4 G INV JBOX TYP (N) SOLAR ONLY SUB PANEL, 125A 240/120V, 1PH, 3W, MLO, NEMA 3R GRD 60A/2P 60A/2P EL E C T R I C A L A R E A ( O U T S I D E ) ROOFTOP ARRAY -(36) 450 WATTS PER MODULE STRING CURRENT: 11.52A ISC, 10.93A IMP INVERTER 2 (11.4KW) (36) MODULES STRINGS 1-4: 9 MODULES INV 2 -11.4 kW STRINGS 1-4 36 MODULES KEY PANELS PER STRING STRINGS PER INPUT ARRAY X1 TO INPUT 2# X1 TO INPUT 1 # INVERTER NUMBER INVERTER SIZE (kW) X G G INV NEP PVG-3 20A POWER OPTIMIZER (1) MODULES PER INVERTER INTEGRATED DC DISCONNECT, 480VDC XX.X NEP PVG-3 RAPID SHUTDOWN DEVICE TYP 3 MODULES PER DEVICE NEP PVG-3 RAPID SHUTDOWN DEVICE TYP 3 MODULES PER DEVICE MAX STRING VOLTAGE = 11 MODULES PER STRING X (494 Voc + (-0.26%/°C X (2°C COLDEST -25°C STC) X 49.9Voc) = 576Voc <600Vdc OK G G 9 X 1 TO (MPPT 3) 9 X 1 TO (MPPT 4) 9 9 9 9 9 9 9 9 9 X 1 TO (MPPT 1) 9 X 1 TO (MPPT 2) 9 X 1 TO (MPPT 3) 9 X 1 TO (MPPT 4) PER STRING: RO O F T O P EL E C T R I C A L A R E A ( I N S I D E ) EL E C T R I C A L A R E A ( I N S I D E ) GRD (E) GROUND ROD MUTILITY CUSTOMER (N) 350A/3P MAIN SERVICE FROM UTILITY METER (N) 125A/3P PV BRKR MISC FACILITY LOADS CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 3/26/2025 5:49:22 PM Single Line Diagram Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 E201 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 12" = 1'-0"1 Single Line Diagram WIRING CHART Ca l l o u t # Am p s I s c NE C M u l t Am p s M a x Pa r a l l e l R u n s Nu m b e r C o n d u c t o r s Si z e C o n d u c t o r Co n d u c t o r M a t l In s u l a t i o n C o n d u c t o r Si z e N e u t r a l Si z e G r o u n d Co n d u i t Q t y Wi r e T e m p R a t i n g Wi r e A m b T e m p Wi r e R o o f T e m p Wi r e T e m p T o t a l Co n d u c t o r s C u r r e n t C a r r y i n g . . 1 11.52 1.56 18 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2 2 11.52 1.56 18 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 31 0 31 2 3 11.52 1.56 18 1 8 #10 AWG CU THWN-2 NA #8 AWG 1 90 31 0 31 8 4 48 1.25 60 1 2 #4 AWG CU THWN-2 #4 AWG #8 AWG 1 90 31 0 31 2 5 96 1.25 120 1 2 #1/O AWG CU THWN-2 #1/O AWG #6 AWG 1 90 31 0 31 2 6 96 1.25 120 1 2 #1/O AWG CU THWN-2 #1/O AWG #6 AWG 1 90 31 0 31 2 WIRE RATING CHART Pa r a l l e l R u n s Wi r e A m p R a t i n g Wi r e T e m p D e r a t e Wi r e C o n d u c t o r D e r a t e Derated Wire Rating <= Amps Max . . 1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 18 1 40 0.96 1 1 X 40A X 0.96 X 1 = 38 >= 18 1 40 0.96 0.7 1 X 40A X 0.96 X 0.7 = 27 >= 18 1 95 0.96 1 1 X 95A X 0.96 X 1 = 91 >= 60 1 170 0.96 1 1 X 170A X 0.96 X 1 = 163 >= 120 1 170 0.96 1 1 X 170A X 0.96 X 1 = 163 >= 120 TERMINATION... Te r m T e m p R a t i n g Term Amp Rating >=Amps Max . . 60 30 >=18 60 30 >=18 60 30 >=18 60 70 >=60 75 150 >=120 75 150 >=120 VOLTAGE DROP CHART Vd r o p A m p s I m p Vd r o p V m p Vd r o p D i s t a n c e Vd r o p P e r c e n t . . 10.93 41.2 5 0.33 10.93 123.6 10 0.22 10.93 370.8 70 0.51 48 240 10 0.12 96 240 100 0.96 96 240 25 0.24 No. Descriptio n Date 1 A H J C o r r # 1 3/ 2 5 /2 5 1 M JBOX OR CONDUIT BODY AC DISCONNECT INVERTER ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 690.13(B), 690.15(C) SOLAR PV DC CIRCUIT 690.31(D)(2), 3/8" capital letters 10FT max spacing (1) Exposed raceways, cable trays, and other wiring methods (2) Covers or enclosures of pull boxes and junction boxes (3) Conduit bodies in which any of the available conduit openings are unused SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY 690.56(C) The title “SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN” shall utilize capitalized characters with a minimum height of 9.5 mm (3⁄8 in.) in black on yellow background and the remaining characters shall be capitalized with a minimum height of 4.8 mm (3⁄16 in.) in black on white background. PV ARRAY DC DISCONNECT 2 6 7 6 6 4 8 7 10 21 6 SOLAR ONLY SUB PANEL721 RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 690.56(C)(2), Reflective 3/8" capital letters 8 9 MAXIMUM PV SYSTEM DC VOLTAGE 690.53 4 360.8V 690.54 RATED AC OUTPUT CURRENT NOMINAL OPERATING AC VOLTAGE 5 240V 96A PHOTOVOLTAIC (PV) SYSTEM DISCONNECT 690.13(B), 690.15(C), 705.20(8) 1 CAUTION: MULTIPLE SOURCES OF POWER 6"X6" TYP - 690.4(D), 690.56(B), 705.10 10 PV ARRAYS INVERTERS W/ DC DISCONNECTS MAIN SERVICE DISCONNECT ! RAPID SHUTDOWN FOR SOLAR PV SYSTEM & PV SYSTEM DISCONNECT !WARNING 521 NOTES 1. ARTICLES 690 AND 705 MARKINGS SHOWN HEREON 2. ALL MARKINGS SHALL BE SUITABLE FOR THE LOCATIONS THEY ARE BEING PLACED. 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT USING PERMANENT ADHESIVE LABEL/MARKING LOCATION KEY: MAIN SERVICE WARNING! BUS BAR HAS MULTIPLE SOURCES OF POWER. UTILITY AND PHOTOVOLTAIC POWER ORANGE WARNING AREA, 705.12(C) 9 WARNING! POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE. 705.12(B)(3)(2) 3 3 CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 3/26/2025 11:44:08 AM Signage / Spec Sheets Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 SP101 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 Sign and Markings Format: (1) White lettering on red background (2) Minimum 3/8 -inch letter height (3) All letters to be capitalized (4) Arial or similar font, non-bold (5) Signage -permanent reflective weather resistant material suitable for the environment N S W R I G H T S T 12" = 1'-0"2 Signage1 12" = 1'-0"3 Spec Sheet Module 12" = 1'-0"1 Spec Sheet Solaredge Inverter 12" = 1'-0"4 Spec Sheet APS RSD No. Descriptio n Date 1 A H J C o r r # 1 3/ 2 5 /2 5 1 CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 8/29/2024 11:57:35 PM Spec Sheets Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 SP102 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 12" = 1'-0"1 Sollega FastRack510 12" = 1'-0"2 Sollega UL Listings No. Description Date CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 8/29/2024 11:57:53 PM Spec Sheets Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 SP103 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 12" = 1'-0"2 Sollega Installation No. Description Date CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 8/29/2024 11:58:11 PM Spec Sheets Mu i r C h a s e P l u m b i n g Sa n t a A n a ( M C P ) 21 2 9 S W r i g h t S t S a n t a A n a , C A 92 7 0 5 SP104 This drawing is the property of SOL IRVINE. This information is confidential and is to be used only in connection with work described by SOL IRVINE. No part is to be disclosed to others without written permission from SOL IRVINE SOL IRVINE LIC # C46 - 1050892 EXP: 3/31/25 SOL IRVINE SOL IRVINE 925-548-4924 16200 SCIENTIFIC WAY, IRVINE, CA 92618 12" = 1'-0"2 Sollega Installation1 No. Description Date 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 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 Panel: Main Phase: 1 120 Ph A: 41391 VA Bussing-Amps: 400 Wiring: 3 240 Ph B: 34094 VA Main-Amps: 350 200% Neutral: No Total: 75.485 kVA Main-Poles: 2 Isolated Ground: No Panel Amps: 314.521 A <- Less than 350A Voltage: 120/240 Mounting: Standup Panelboard High Ph Amps: 344.925 A <- Less than 350A 1 A 2 2 100 16478 Panel "B" 3 B 4 2 100 16448 - 5 A 6 2 40 3840 Car Charger 1 7 B 8 2 40 3840 - 9 A 10 2 50 4800 Car Charger 2 11 B 12 2 50 4800 - 13 A 14 1 25 2400 Gate 15 B 16 17 A 18 19 B 20 21 A 22 2 125 Solar Backfeed 23 B 24 2 125 - AUX1 A AUX2 2 225 12401 Panel "A" AUX3 B AUX4 2 225 9006 - Unlabeled (Panel "C") 1472 200 2 AUX5 A AUX6 P7 structural ENGINEERS July 29, 2024 Sollega, Inc 128 De Montfort Avenue San Francisco, CA, 94112 TEL: (415) 648-1299 FAX: Attn.: Lee Rothschild Re: Job # 2024-03783: Muir Chase Plumbing Santa Ana CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Master ID: Date: The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 2129 South Wright Street, Santa Ana, CA 92705. If you have any questions on the above, please feel free to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA /QR /A�ENNETI{ Iq`� m w m No.S3878 \ * \ / V EXP.3-31-25 T �OF CAO 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 W www.pzse.com Page 1 of 20 Experience I Integrity I Empowerment Project: Muir Chase Plumbing Santz Date: 7/29, A jobsite observation and measurement of the existing building was performed k from Sollega, Inc. All attached structural ballast calculations are based on these the design criteria listed below. TABLE OF CONTENTS Dimensions and Inputs Anchor Capacity Calculation SEAOC PV1 Seismic Loading Sollega FastRack Wind Loading Sample Calculation Summary of Ballast Calculations Roof 1 Arr 1 Design References & Cut Sheets DESIGN CRITERIA BUILDING CODE: OCCUPANCY CATEGORY = IMPORTANCE FACTOR = WIND SPEED = EXPOSURE CATEGORY = SEISMIC DESIGN CATEGORY = 2022 CBC (ASCE 7-16) See individual calculations 95 C D CITY OF SANTA ANA f1a%6V F0-gtt3ig Agency 2024 Engineer: PZSE Approved ry nFaOdRtPeERMIT ISSUANCE servations and Master ID: Date: PAGE 3 4 5 6 7 8 9 18 Page 2 of 20 Project: Muir Chase Plumbing Date: SYSTEM CHARACTERISTICS & BUILDING DIMENSION CITY OF SANTA ANA aki 09-clk)d $u21W49)A cy /29/2024 Engineer: PZSE Approved FOR PERMIT ISSUANCE Governing code: ASCE 7-16 Description Variable Value Unit r5g& Reference PV System Characteristics: ............................................................................................................................................................................................................................................................................................................................................................................................. ....................................................................................... PV Module N-S Length L (or Ip) 3.44 ft Note: North always PV Module E-W Width W 6.92 ft refers to panel north, PV Module Weight (Each) WPv 53.8 Ibs which is the raised Space Between Adjacent Rows (N-S) 0.67 ft edge of the panel. Space Between Adjacent Modules (E-W) 0.03 ft PV Module Height above Roof at Low Edge hl 0.54 ft Tilt Angle of Module W 6 degrees Friction Factor µ 0.4 SEAOC PV1-2012 Allowable Load Sharing (# of modules N-S) = 3 modules Allowable Load Sharing (# of modules E-W) = 3 modules Allowable Load Sharing Area of System = 9 modules Ballast Configuration: 4 panels share 1 bay Bay Weight: 4.8 Ibs Ballast Stone "A" 4x8x16 (Nominal) CMU Cap Block Weight: 32.5 Ibs Ballast Stone "B" not used Weight: 0.0 Ibs Building Characteristics: Occupancy Category II (Table 1-1) Roof Pitch O 1 degrees Average Roof Height of Structure above Ground h 30 ft Array Attachment Height above Ground z 30 ft Average Parapet Height hPt 3 ft North -South Width of Building WN_5 77.5 ft East-West Width of Building WE_W 122.5 ft Ground Snow Load pg 0 psf Site Elevation e 0 ft Positive Attachment Requirements: Are anchors required to reduce ballast weight? No Are anchors required limit maximum number of blocks per bay? No Are anchors required to resist Seismic displacement? No Remove blocks at anchored bays? Yes Allowable PV Dead Load = N/A psf Maximum Number of blocks per bay = 4 Blocks Attachment Capacity (uplift) = 505 Ibs See attached calc for Attachment Capacity (lateral) = 820 Ibs anchor capacity Note: Residual forces shown on Attachment calculations are ASD-level forces with load combinations applied. Pressures shown do not include load combinations. Page 3 of 20 CITY OF SANTA ANA Project: Muir Chase Plumbing Santa ngfagdbr$g m24WM3ig Agency F a Date: 7/29/2 24 Engineer: PZSE ANCHOR PLATE CAPACITY CALCULATION Approved FOR PERMIT ISSUANCE Note: The anchors are proportioned by first determining the ASD capacity of the anchor. To determine the number of anchors required for each array, the anchorage demand is divided by th anchor capacity to determine the minimum number of anchors for that array. Master ID: Date: Description Value Unit (AS E 7-16) Basic Info ............................................................................................................................................................................................................................................................................................................................................................................................ ......... ...... ............... ........_ Anchor type: U-Anchor 2400 (mechanically attached) Design Uplift Capacity 505 Ibs Design Lateral Capacity 820 Ibs Roof Deck Material 1/2" Plywood deck Fasteners #12 Wood Screws Metal Anchor Capacity .................................................................................................................o..... 0000000000000000000............................................................................................................................000000000000000000.............-................................ .....ee...................................................................... Anchor Plate Test Values: Anchor Plate tension load (Ult.) 1211 Ibs Anchor Plate shear load (Ult.) 1968 Ibs Factor of Safety = 2.4 Anchor Plate ASD tension capacity 505 Anchor Plate ASD shear capacity 820 Plywood Connection Capacity ............................................................................................................................................................................................................................................................................................................................................................................................... ......... ...... ............... ........_ Screw Test Values: Wood screw number: Diameter of Screw = Minimum Embedment = Withdrawal tension capacity = Shear Capacity= Duration factor (wind) _ Factor of Safety = Screws per conn. point = #12 0.22 inch 0.50 inch 315 Ibs (APA E830) 590 Ibs (APA E830) 1.6 (NDS Table 2.3.2) 3 8 Tension Check Connection Capacity = No. screws per conn. x screw capacity x Duration factor Connection Tension Capacity = 1344 Ibs Shear Check Connection Capacity = No. screws per conn. x screw capacity x Duration factor Connection Shear Capacity = 2517 Ibs Page 4 of 20 CITY OF SANTA ANA Project: Muir Chase Plumbing Santa n ?1aftift a0NWbt9g Agency S E Date: 7/2 SEISMIC DESIGN LOAD CALCULATIONS Variable Value Unit Engineer: PZSE Approved PERMAT iccUANCE Risk Category II Table 1.5-1 Building Importance Factor le 1.0 Section 11.5.1, Table 1.5-2 PV System Importance Factor IP 1.0 Section 13.1.3 Master ID. Component Amplification Factor ap 1 Table 13.6-1 Date: Component Response Factor RP 1.5 Table 13.6-1 Array Attachment Height above Ground z 30.0 ft 13.3.1 Mapped Short -Period Acceleration Parameter SS 1.271 g 11.4.1 and USGS maps Mapped Long -Period Acceleration Parameter S1 0.455 g 11.4.1 and USGS maps Mapped Long -Period Transition Parameter TL 8 s Site Classification Default Conservatively enveloped (11.4.3) Site Coefficient Fa 1.200 11.4.4 (Table 11.4.4-1) Site Coefficient F 1.845 11.4.4 (Table 11.4.4-2) Adjusted Max Spectral Response SMs 1.525 g 11.4.4 Adjusted Max Spectral Response SM1 0.839 g 11.4.4 Design Spectral Acceleration Parameter SDs 1.017 g 11.4.5 Design Spectral Acceleration Parameter SDI 0.560 9 11.4.5 Period parameter Ct Ct 0.02 Period parameter x x 0.75 Flexible diaphragm with vertical LFRS > 40' apart? Yes Fundamental Period of Structure Ta 0.256 Constant Velocity Transition Period Ts 0.550 Short Period Seismic Design Category, 0.2 sec D Long Period Seismic Design Category, 1.0 sec D Seismic Design Category, S1 > 0.75 N/A Controlling Seismic Design Category D Seismic demand on nonstructural components: ..................................................................................................................................................................................................................................................................................................................................................................................... ................... Fp = 0.4 aP(SDs)WP11 +2(z/h)]/ (RP/IP) 0.81 *WP Equation 13.3-1 Fp max = 1.6 SDs(IP)Wp 1.63 *WP Equation 13.3-2 Fp min = 0.3 SDs(IP)Wp 0.31 *W Equation 13.3-3 Seismic demand on array: 0.81 *W Design To Accommodate Seismic Displacement per ASCE 7-16 .............................................................................................................................................................................................................................................................................................................................................................................................. ...................... Design Seismic Displacement AMPv 24.0 in (ASCE 7-16 13.6.12) Condition Minimum Separation ------------------------------------------------------------------------------------------------------- Between separate solar arrays of similar construction I 1.00 ft ------------------------------------------------------------------------------- ----------------------- Between a solar array and a fixed object on the roof, 2.00 ft ---------------or solar array of different construction i ----------------------- ----------------------- Between a solar array and a roof edge with a qualifying parapet I 2.00 ft •-------------------------------------------------------------------------------y-----------------------' Between a solar array and a roof edge without a qualifying parapet 4.00 ft Notes: 1) A parapet is "qualifying" if the top of the parapet is not less than 12 inches in height. 2) The minimum allowable friction factor required for use of the prescriptive displacement method isµ = 0.4, which should be measured under wet conditions per ASTM G115. If positive attachments are provided for lateral resistance of seismic forces, then the minimum requirement is waived, as friction is not allowed to contribute in conjunction with attachments (IBC 1604.9) 3) The array is designed to move (displace) when subjected to earthquake forces. Therefore, the design displacement distance is calculated to provide room for the array to move without affecting other rooftop installations. After an earthquake, the array shall be returned to compliance with the separation distances listed above, and damaged anchors (if any) shall be repaired. 4) The contractor shall field verify all dimensions and site conditions before starting work and shall notify PZSE, Inc- Structural Engineers, (PZSE, Inc) of any discrepancies. 5) All omissions and conflicts regarding the seismic setback specifications shall be brought to the attention of PZSE, Inc and resolved prior to proceeding with work so involved. Page 5 of 20 Project: Muir Chase Plumbing Santa P— a Date: 7/29/ WIND DESIGN LOAD CALCULATIONS Design Wind Load Calculation for Sollega FastRack system per Wind Tunnel Test Report CITY OF SANTA ANA f la fti ft a0gk(Wbt!3g Agency 4 Engineer: PZSE Approved FOR PERMIT ISSUANCE (ASCE 7-16 §29.4.3) Description Variable Value Unit Risk Category II�alieY Importance factor (ASCE 7-05 only) 1 1.00 Exposure Category C Date: Mapped Wind Velocity V 95 mph Adjustment Factor for Height and Exposure Category KZ 0.98 ASCE 7-16 (Table 26.10-1) Topographic Factor (assumed to be 1 for level ground) Kzt 1.0 ASCE 7-16 26.8-1 Directionality Factor Kd 0.85 ASCE 7-16 (Table 26.6-1) Elevation Factor Ke 1.00 ASCE 7-16 26.9 Velocity Pressure qh 16.68 psf ASCE 7-16 (Eqn 26.10-1) Tilt Angle of Module W 6 degrees Friction Factor µ 0.4 SEACC PV1-2012 Wind Equation & Governing Load Combinations Design Wind Force: W = qh (GCp) * A Eq.: 2.4.1-5: D + 0.6W (Downward) Eq.: 2.4.1-7: 1D + 0.6W (Uplift and Drag) .................................................................................................................................................................................................................................................................................................................................................. Building and Array Parameters Average Roof Height of Structure Above Ground h 30 ft Parapet Height hpt 3 ft North -South Width of Building WN_S 77.5 ft Roof Zone Width parallel to North -South Ll, LZ, L7, or L$ 65.6 ft East-West Width of Building WE_W 122.5 ft Roof Zone Width parallel to East-West L4, or L5 65.6 ft PV Module Length Ip 3.42 ft Tilt Angle of Module W 6.00 degrees PV Module Height Above Roof at Low (South) Edge hl 0.54 ft PV Module Height Above Roof at High (North) Edge hz 0.90 ft Array Zone Key: Array 1 North Row, 1st-4th Module Array 2 North Row, Interior Module Array 3 Interior Row, 1st-4th Module Array 4 Interior Row, Interior Module Array 5 South Row, 1st-4th Module Array 6 T South Row, Interior Module Note: 1. GCp values are derived per the wind tunnel test report by Institut fiir Industrieaerodynamik GmbH [IFI] (Report SCF02-1, dated March 12, 2019)." 2. Pressures and results converted to US standard units for use in the North American market . 3. Maximum allowable building height is 60 ft, unless it can be demonstrated that the building's natural period, T, is less than 1 second. Per guidance given in ASCE 7 section 26.11.3, the estimated period of this structure is 0.4 seconds. Page 6 of 20 Project: Muir Chase Plumbing Santa Date: 7/29/ Sample Ballast Calculation : (Note: Red numbers are input values) Step 1: Normalized area for Uplift South Approach Roof kp_MU 0.71 :Anh= ............................................................................. Arra 3 cP_MU -0.47 F_v = 133 lb Anv= 48 kp_MS 0.71 Ballast: 26 lb 90-180 degree wind cP MS -0.47 F_h = 20 lb angle per IFI report Sharing: 1 Panels 132.85 ag Ballast: 55 lb Step 2: North Approach 0-90 degree wind angle per IFI report. Step 3: Output # of Blocks Ballast 75 lb Ballast 75 lb Blocks 3 See wind tunnel test report for definitions of roof zones, array zones, Roof lkff MU 1.10 Anh=56 Ar-— Array 1 cP_MU -0.98 ........................................................................ F_v = 427 lb Anv= 56 kp_MS 1.10 Ballast: 203 lb cP MS -0.98 F h = — 41 lb ...................-..........................................................: Sharing: 1 Panels _ 427.29 ag Ballast: 264 lb I CITY OF SANTA ANA I f la fti ft a0gk)Wbt!3g Agency 24 Engineer: PZSE Approved alfzQ rLQaEWWLT ISSUANCE Master ID: Date: -- N te:Inherentload comoinauon raciors are determined per ASCE 7 section 2.4 Ballast Demands from North and 75lb South wind approachare enveloped for per -bay ballast requirements. Where applicable, demands Ballast on skewed arrays are 75 lb analyzed per IFI Figure 4.15, Blocks 3 Roof Zone 1 Array Zone 1 Blocks Blocks 3 3 Step 4: If Allowable weight is exceeded, reduce ballast. Attachments represented by black bays with white text and the word "Anchor". Blocks 2 Blocks 2 Roof Zone 1 Array Zone 1 Res. Up = 0 lb Res. Lat. = 0 Ib Blocks 2 Residual forces are shown to assist the user placing anchors Page 7 of 20 Project: Muir Chase Plumbing Santa Date: 7/29/ Summary of Ballast Calculations: Number of PV Modules: 72 Modules Number of Bays: 93 Bays Number of Positive Attachments: 5 attachments Number of ballast blocks: 172 blocks Block type: 4x8x16 (Nominal) CMU Cap Block Block weight, W = 32.5 lb CITY OF SANTA ANA 'la ft*V a0Z4QggtM!)g Agency I Engineer: PZSE Approved FOR PERMIT ISSUANCE Master ID. Date: The block weight is a critical component of these calculations. If the actual block weight(s) differ from that shown here, these calculations shall be considered invalid. Please contact PZSE so that accurate ballast counts may be provided. Weight of PV Modules & racking: 4,440 lb Weight of Ballast: 5,590 lb Total weight of PV system: 10,030 lb Summary by Roof: Area covered by PV system: 2,044 Sq. ft Average PV system dead load: 4.9 psf # of # of # of # of PV Area Average Max Bay Roof Name Modules Bays Blocks Attachments (Sq- ft) Weight (psf) Weight (lb) Roof 1 72 93 172 5 2,044.1 4.9 156.1 Summary by Section: Section Name # of Modules # of Bays # of Blocks # of Attachments Array Area (Sq. ft) Average Weight (psf) Max Bay Weight (lb) Roof 1 Arr 1 72 93 172 5 2,044.1 4.9 156.1 Totals: 72 93 172 5 2,044 Note: Print order for large array calculations is "RIGHT THEN DOWN" 1 2 3 4 5 6 7 8 9 Page 8 of 20 CITY OF SANTA ANA Project: Muir Chase Plumbing Santa Ana Planning and 6uildin A ency -- Job #: 2024-03�/Sy3 PZ Date:7/29/2024 � fdV6aZSE AFY� Roof 1 Arr 1 Load IFI S FOR PERMIT ISSUANCE IN Wind Loading - South Wind 90-180 Module Mel 23.70 m.h. goof height: 30.0 ft h Mo ft Total Wind Uplift: MO III Roof 1 Air 1 Module Tilt 5 d.v- Kr = 0.98 hyt 3.0 ft Min Uplift Ballast: 0lb 4 of Modules: 72 q_h= 16.7 psi IN-S (min) TT.5 ft Total Wind Drag: 3721b Master lD: 0 Modules /or drag: 110 L k-W Imin) 122.5 ft Min Drag ull"t: Olb Date: gZ3 RZ3 qZ3 qZ3 p_ -. RZ3 kpMU l.W=Mds+3]45 MU 1.W 5 gZ3 kP MU 1.1 gnM3]45 kp MU 1.W :Mh=3]45 kp_MU l.W Mh=3]IS AZ3 <P_MU -0.30 AZ3 cP_MU -0.3/ AZ -0.34 AZ3 � MU -034 _v= AZd � MU -0.34 ib AZd cP MUAn,- 208 kp_MS 1.-Am-312 kpMS 1.0d Mr-312 MS 1.04312 kpM5 L04 A-312 � lyMS 1.oii Al, 312 � kpMSP MS rP MS -0.11 IPMU MS -0.1] Slb d MS _ -011 : _ - M$ -0.12 _h= 51b ` MSSharing: �6 6Modules Shri : 6Modules Sharing:odules Shaig: 6Modules x SM1aring 6Modules Shadn; Motlules"'w.......... gZ3 kp MU 1.W Anh=3]45 qZ3 I kp MU 1 W .Mh=3]45 AZ3 kp MU 1W :Mh=3]45 13 kp MU i% -- ai kp MU I.Od MIK3]63 aZ3 kp_MU 1.0 Anhh 3374�5 AZ3 cP MUMU036kp_MS AZ3 1 dMU -031 AZ3 m MU -036 AZ cP MU -030 := 1016 M MU -0.31 ry Ib nZd cPMU 0.31 1251b An, 312 kp MS 104 Arrv-312 kp_MS L. A-312 I kp MS 1.04 An-d kp MS 304 fib kp_MS 104 nnv 468 lip MS 1.0 cP MS -0.11 F h• N MS -011 : N MS -0.31 cP MS -0I] cP•MS -0:12 h• Sib cP MS 0. :. F h Sib 5harin: .�... 6Modules Shan 6Modules . Shan --" 6Modules Shid .. ..... 9Modules .... .�:tlles SM1arin: 9Modules W4 A'4S R3 kp M 1.0 g3 � MU 11 j kp_MU lo;AnM1..=d _Mu III -n R3 Z5 M 4b A3 MU -0M . 3 MU A3 P_MU -03_ cPMU ..ni................ 251bAZ3 -031 FA =kP_M 15 1b cP A-312 kpMS 1.0 �S 40 ! kp MIS Armg=43 68 j kp_MS 1.0 46g kp_MS 1.D t.oa -0.31 Fh•Sib ..... .._ . 2 Sib11 h ,....= 51b Shilling, Siftill "1 M. 5al ....ke MulsnAv4g .w.,...;, R].3 kp_MU 1.06 M1 324 .3 kp MU 1.05 [Anh=3M5 g23 kp_MU 1.06 1Mh=3745 n3 i kp_MU LN 1AnM1 3]d5 n3 ' kp_MU - I.Od M1 3> 5 .3 kp_MU l0d �A h 3]4 AZ3 cP MU -0.34 F vL 14216 A23 cP MU -0.34 AZ3 MU A34 AZ3 [ MU MU -0.31 - F v= 1251p Ai4 MU -0.31 - F v 1251b A-312 kp_MS 1.04 A-312 j kp_MIS 1.W Mw312 j � MS 1.W Mv=46g j MS 3.01 j Mv=468 kp_MS 1.04 nnv468 kp_MS 104 i. cP MS -0.33 ';,K h • Sib l cP MS -0.11 �__ cP MS -0.il [ cp MS -0.11 1-. cP MS -0.12 + 5Ib cPmMS0. 1> j. F h • Sib Sharin: 6Motlules Shad : 6Motlules Shari 6Modules Shad 9Modules 5harin: 9Modules Sharll& 4Mgdules 73 kp MU L AnM1=3245 RZ3 kp MU 1.W :Anh+3)45 qZ3 MU 1.W Anh•3]45 13 kp-MU 1.06 Afdr+3]45 gZ3 lip MU 1.06 SMh-3]4S gZ3 kp_MU -15 Anh=3]45 AZ 5 cP MU -0A2 P v+ I01 lb AZ 5 1332 '. cP_MU -0.30 AZ 5 cP MU -0.30 AZ 5 r➢_MU -0.3B AZ 6 cP_MU -0.36 AZ 6 cP MU -0.34 Am-200 kp_MS 1.00 � � kp_MSArrv=312 � MS 1.04 Ar�312 � MS I.0/ Mv=332 kp_MS I,O6 Anw312 _ MS 1.04 c➢ MS -0.13 f h= 61b eP_MS _ -0.n _ rP_MS -0.13 MS _ d13 _ c➢_MS i.0 eO MS -0.13 Sharing: 4Motlules �:�°'�.'..r,.r.... 6M1ari 6Motlules Sharing: 6Motlules Shari 6Motlules Sharing: 6Motlules SM1arin: 6Motlules Page 9 of 20 CITY OF SANTA ANA Planning and BuildbinhAgncy Project: Muir Chase Plumbing PZE Date: 7/29/2024 AF1q0fdV6aZSE Roof 1/\r[1 Load IFI S FOR PERMIT ISSUANCE | Master /o. Date: JA 31 a R -0m _ _ _..L __I — _MU 12 Shoring: i Po .3 i kp_Mu MU Mg 1 1 6w AZ Page 1oofuo PZE Roof 1 Arr 1 Load IFI S Anh=3 5 RZ3 kp MU 109 Anh=3245 F— 14216 AZ3 P MU 1ti -033low 163 Anv=201 kp MS 111 � -01, Sharin : 4 Modules Anh=3745 RZ3 kp_MU 1OC A h 5 F v 142Ib AZ3 cP_MU -03 F = 14216 A—M2 kp MS 104 F_h= SIb cP MS ........... -0.11 F h= 5lb Sharin : 6 Motlulez Anh=3745 R73 kp MU 105 Ar,h=: 5 F v 1291b N3 P MU 0F = 1351b nv=364 kp MS F h= Slb MS01 F h= 51b Sharin A1h-3245 IffA111, 1111 kp MU 302 Anh=3245 F v= 1421b F = 1421b cP MU 036 ' A )GO i kp MS SOA F h= Sib 4 = Slb ct� -011 Sharin- M1-1 Sh rin SM-1- A h-3745 RZ3 kp MU 106 "Anh=3745 3 kp MU 1.U9 A h 3I45 F v IS]Ib AZS P MU �036 ]S/Ib \IS P MU 0.42 F I611b A-312 kp MS 104 A 208 k MS 1.U4 F_h' 61b P MS -013 P MS 013 F h 6b Sharin : 6 Motlules Sh ft . 4 M d s Project: Muir Chase Plumbing Santa Date: 7/ CITY OF SANTA ANA Planning and 6uildin A ency a -- Job #: 2024-03�/Sy3 } AF1g0MV6aZSE FOR PERMIT ISSUANCE Master ID: Date: Page 11 of 20 CITY OF SANTA ANA Planning and 6uildin A ency Project: Muir Chase Plumbing Santa Ana --Job #: 2024-03�i PZEDate:7/29/2024 AFY� � fdV6aZSE Roof 1 Arr 1 Load FOR PERMIT ISSUANCE IF Wind Loading - North Wind 0-90 Module Area 23.78 sq. ft. R4ofludii MD ft h 30A ft total Wind Uplift: 11295 lb Roof 1 Arr 1 Module Tift 6 degrees Ki= 0.98 hyl 3.0 ft Min Uplift Ballast: 29041b 1.25 0 of Modules: 72 ph= 16.7 Of LN-SImm: 77.S ft Toler Wind Ora,: 485Ib Master Oi 4 of Bays: 93 n Modules for drag: 72.o LE-W IminI 122.5 ft Min Drag Ballast: Olb Date: B411d5t Ballart Ballast Ballast Ballast Ballast i3allelt 41 lb 41 lb 41 lb 4t@ 41 lb 41 lb 411b RZ 1 kp MU l,lp 'Anh+4050 RZ MD_MU 1.30 A h�050 R] 1 MU 1 r RZ 1 kp mu 1.Ul MM4050 RZ 1 MU l.ip Anh•40.50 'i i p_ n N1 cP_MU -048 2071b ; c➢_MU -0.42 •I80Ib N1 cP_MU -042 r 1&1lb AZ1 ; rP_MU -0.63 1BO Ib AZ2 cP MU -0.23 Ih NZ cP MU -0.J3 _3 F v= 14310 Anv-Z25 '', kp_MS 0.97 Balfmc JOIb Anr 337 kp MS o97 ! 9141BSI: se Asir 331 i kp_M$ 0.9J Ballast 54lb Mwii) kp_M5 ..9) tallast 541E A -33) I I�_M5 0.97 BlE 32lb Anr 337 '', kp MS 0ii, Beliaet 3216 P MS 0.17 F_h= )Ib MS -0.17 F_h= ]@ m MS A17 F_h= 7lb & W Al)" F h= 7@ t➢ MS -0.17 Fri ]Ib cP M5 -0.17 F_h= 71b Ballast Sharin: 4M d es i_ BaOast 016 Ballart Sharing: _& bMotlules -' Olb Ballart Sharing: bModules - o@ Baliazt Shari -.--_. 6Modules p@ Ballaz[ Sharing: _ 6M tl _ -_ _. Ballazt Oih Ballart Sharing 6Modu es na Baliast Olb Ballast 41 lb 67lb 62lb 17lb 41 Ib 41 lb 41 Ib BZ 1 kp_MU 1.10 Anh-50 831 kp_MU no Anh--4050 RZI kp_MU 3.30 A. BZ1 � MU 1.09 Mh�050 11I lip_MU I-- An1-4051 '., kp MU 1.09 '. AnM1= - A, cP MU -042 - 1801b N3 cP MU -0.13 Y IBO@ AZ3 rP_MU -0A2 AZ3 eP MU -0.36 153@ A]4 & MU -0.19 F 1251b Al4 cP MU 0 9 F v 1ZS lb Anv 337 kp MS 0.9] 541b A 337 kp MS M .3 lass 5416 Mw 337 � MS M97 Am-506 kp MS 0.9) 11-. Ulb Anv 506 � MS 0.9] 211b A 506 kp MS 25l 0 ] '. Ballast 211b cpmMS -0.17 M1= )lb N=MS -0.17 4PmM5....._. -0.1] F h )@ �.. cP�MS -0.17 h 710 cP MS ] F h Ballart Sharin : 6 Motlules last: 01b Ballart Sharin : 5 Motlules Ballast: Oib Ballast Sharin : 6 Modules Ballast Shari : 9 Motlules Ballast -rn : .... 9 MIIIIuI.s 'tart: 016 Ballast Sharin : 9 Modules 1 Ir A-- n lb 9allast 41 lb 57 lb 121b 47 lb 41 lb 41 lb 41 lb PZ I kp_MU 1.10 '� A h - R2 i kp MU 1.09 An -: ru kp_MU 1.09 Mh�050 U I ( lip MU 1.09 1 Mh•4050 kp_M11 1 U9 - BI I p MU 1.09 '.. AnM1-4050 Ala cP MU -042 F v 18p 1b N3 cP_MU -0361 F v 15316 :� I � MU -0.36 3531b AZ3 � MU -0.36 :-' � - cP MU �0.19 F_ 1351b N4 '� cP MU -0.19 F_�• 1151b Anv=33) kp M5 0.97 6:allazt. 541b Mw506 kp_MS 0.97 ; Ballast 3816 Mw506 kp_MS 0.97 3810 Am•506 Mf 09) - pau �Bs Anr-506 MS 0.9] pst 311b An- 506'; kp MS 0.9] Bd1ieN: 211b ! P MS c -0.1] F h= )Ib P MS �.m.__... -0.1] F h- 71b - cP MS -0.1] )ib i ry b8 .._m.. -0.1) FJs= ]@ MS -0.I] _h= ]Ib cP MS -0.1] F • 71b Ballast Sharin : 6 ModulesI Ballast: 01b Ballart Shadn ' 9 Motlules Ballart: Olb Sharin ....-__ _ 9 Modules 6Jb Ballast _ 9Modules Ballast Sharin : ,cP 9 Modules Ballart: plb Ballast Sharing,9 ..... Motlules Ballast 41 lb 57lb SZ lb 47lb 41 lb 41 lb bl lb kp_MU 1.10 A' M1 0 v Rif 1 kp_MU 1.30 _ R] i kpMU 1.10 i Mh�050 RZ 1 i kp MU 109 i Mho RZ 1 kp_MU 1.09 A h a5 RZ 1 kp_MU 1.09 1 Anh=4050 N3 cFMU -042 F 1801b A23 eP_MU -0A2t F 1801b N3 cP_MU -0.12 AZ3 JMU -0.36 AZa MU -0.19 F_v= I251b AZ4 cP_MU -0.19 Anv 33) kp MS 0.97 last: Sb lb ArIw 337 I � M5 0.97 7 Ballast 5416 Anr 33) tp_M5 09] Mw 506 j MS 0.9) Anw 5116 MS 097 _qst 211b A-505 kp MS 0.9] v.......cP..MS....... -0.37 -. h • ] Ib _ c9=MS _-- -0 7 -, cDgA15 -0.1] .,-., cP MS....... -0.1] ] Ib cP MS -0.1] Ballart Sharin : 6 Modules Olb Ballast Shan- : 6M.dules Balast Shari 6Modules Ballast Sturdier 9 Madulm BOW Shari 9 Motlules "-. 01b Ballart Sharin : 9 Modules Ballast 41 lb 671b 62 51 411b 41 lb 41 lb R] I kp_MU 1.10 Anh•4050 RZ 1 Ilp_MU l.lpMeall-F 1 kp_MU 1.10 Mh-. RZ I lip MU 1.10 Mh•4050 - RZ I kp_MU 1.10 Anh•4050 W 1 '', kp MU 1.10 Anh=4050 AI B cP_MU -0.48 AZ 3 MU -0.4z 3 MU -0.42 _ 38016 AZ 3 cP_MU -043 AZ 4 r➢_MU -0.23 Ib AZ 4 cP MU Anv 225 kp_MS 0.97 AtIw 337 kp MS 0.9J 337 kp_M$ 0.9) �t. 54lb -337 kp_MS o97 Anr-337 MS D9 - @ A 337 kp MS 0.97 : Ballast 32@ N MS -0.1) N MS -0.1) MS -0.1] . f_h= 71b N_MS -0.17 .-. MS -0.17 Ib cP MS 0.17 F fi 71b Ballast Sharing: 4Mbtlules Ballast Sharing: ......_. _ 6Motlulesing: bModules ,nrv,s _ Ballast 0@ Ballast Shari 6M-tlWes Ballast Sharing: 6M-tlulaz Ib Ballast Sharin: 6Motlulez :'. Ha Beiart: 01b Ballast 41 lb 41 lb 4111, 4i ip 41 lb 41 lb 41 lb Page 12 of 20 Ballast 411b M Roof 1 Arr 1 Load CITY OF SANTA ANA Planning and 6uildin A ency Project: Muir Chase Plumbing Santa Ana -- Job #: 2024-03�/H Date: 7/29/2024 aF.Q . fOV681ZSE vp FOR PERMIT ISSUANCE Master ID: Date: Ballast HBasl Nallast 41111 411b 411b qZ 1 kp_MU 110 : A rh-4050 RZ 1 1 kp MV 1 AnM1•/O50 RI1 kp_M 1 L10 : AIh IlV 50 qZ 1 ip_MU 1.10=AMt=4050 M 1 kp_MU 1.10 Anh•4050 U 1 kp_MU 1 10 Anh110 p_ A22 cPMU -023 F v- 1431b AZ2 cPMU 0 3 1431b AZ2 cPMU -023 -Ib AZ2 m MU -0.]3 1a31b AI MU -0.43 .� AZ1 cPMU0 ..fir AZI cP MU -0.42 Anv=33] kp MS 097 Ballast 311b Anr-337 I kp_MS 0 ) C 3116 Mr33] 1 W_MS 0.9) :: 3T ID Anv=33] 1 MS 0.9] BBNazt 3116 Mw 337: i* MS 0.97 - S4 BI Anr-337 Mp_M5 097 SA Ib Anr 337 I kp_MS 0.97 cP MS -0.17 P h= 71b cP MS U.17 F h= 716 cP MS -0.17 F h= 71b cP MS -0.i] F h= 716 dP MS -III = 71b �6 cP MS -0.17 F h- 716 cP MS -0.1] Shang: 6Mbdules� -Bgryast DU.. Ballast Sharin: 6Mhtlules Ba11asC Olb Ballazt Sharing: 6Matluln _ 4. Ballazt Shang: 6Moduln Olh Ballast Sharing 6Mhduln Olb Ballazt Sharin: MotlUln -�, : ASU 01b Ballast Shar ng: 6Modules now 411b 4 b 11 41In 4116 11 In 1321b qZ 1 kp_MU 109 Anh=4050 kp_MU 109 A h 4050 kp_MU Lt9 i Anh•4050 It21 MU 1.09 Anh-A050 1¢ 1 MU 3.09 Mh�050 RZ 1 MU 110 Anhw050 R) I kp MU 1.10 AZ4 P MU -019 12516 A]4 dP MU -019 F v" 1151b N MU -0.19 AZ4 C MU -0.19 - e 1"" 13 W MU -0.36 v.= 1531b n73 cP MU 442 �>? 1801b n73 cP MU -0.41 Anp $06 kp M3 097 Ball st 111b Anv=506 kp_MS 09] B Ilast. 131b Ank 506 MS 097 Mr506 MS 0.97 Ballart- It lb Anv=506 Fy M5 0.9) µt 381p Anv=337 kp MS 0.9 O llast, 541b Anv-33] kp MS 0.97 P M5 A17 F M1= 7lb rP�MS -017 F h= )Ib cP MS -0.1] cP MS -0.II F = )Ib cP MS -0.1) 1• 71b cP MS 11 F h= )Ib cP MS -0.17 Sharin : 9 M:�dules :.. Ira Ballast: 016 Ballad Sharin: _ 9Modules .Ballast'. Olb Nahasl Sharin: _ 9Mhduin Ballast Shaun: _ 9Mhduin _ Ballazt Sharin: -M. ...., 9Modulesh 016 tlallast Sharin: n .. 6Modules „a.., h Ballast. Olb Ballast Sharin: 6Modules 411b ,I 411b 411b 47 lb 541b 111 kpmu -4oh'1 RZS kp MU 1.09 Anl�-aOscl �. kp_MU 1.09 jAnh=dp50 RZI ' kp-MU 1.09 [AnhW050 a,l ' k_MU 1.09 [Mh=4050 RZI kp MU 1.09 ;Anh-4uh0 . kp_MU 1.11 Aid cP MU 19 F v 1251b Aid MU 019 F = 1251b .:td i J MU -0.19 Aid 8 MU -0.19 AZ3 : MU -0.M 151 Ib AI3 cP MU -036 F - 1531b cP MU -0.3] A—506 kp_MS 097 Ballast 21 lb An-506 kp_MS 0 B Ilast 11 lb r 506 I F-$.h.nM, kp_MS 0.17 Anl [ kp MS 0.97 An 50 Anv=506 kp_MS MS 0 ) B II t: 38lb "7 E kp_MS 0.97 cP MS Ol) F h= )Ib cP MS -0 ) F II= ]Ib : MS -017 j W MS -0.1) c�➢aMIS -017 1I��Il_G�,hC nR cP MS -0 ) F h= )Ih cP MS -0.171 Sharin 9M0duh Ita Ballast: Olb Ballast Sharin: 91Narlulesx ra Ballart: 0lb Ballast 9 Motluln Ballet Sharin : " 9Modules Ballet[ Shah : 9 Mhduln 11MIasL O lb B.Ilast Sharin : 9 Motlules ya Ballast: O lh Ballast : 8 Motivles 41111 411b 411b dllb 41 Ib 48 lb 111 kp MU 1111 n::l:-nOSO RZ 1 ': kp MU 1.09 `Anh-a050 RZ I kp_MU 1.09 E Mh�050 RZ 1 j MU 1.09 a Mh4060 RZ t j MU 3.09 Al-4050 RZ 1 kp_MU 1.09 Anh•4uS0 {IZ 1 kp MU 1.10 A2d rP MU ..........F v 1251b AZ4 cP MU 019 F v= 1251ti AZd j MU -0.19 AZd m MU -0.19 AZd ° r9_MU -0.19 A13 MU -0,36 F.,-- F = 153 ib AZ3 cP MU -0A2 Anv506 kp_M5 t9) Ballast 211h An SM kp_MS 09) 2tR Anv=5W MS .� "'I' Mw506 [ MS 0.9] Anv=506 j MS 0.9) Anv=506 kp_MS 09) Ballast 381 An- kp MS 0.97 cP M5 -0.17 F h= )Ib .......cPmMS....... -0.1) F-h• )Ib I,,.."[P MS,..,., -0.17 cPmMS_ -0.11 j m MS -0.17 v cP MS0.1) ,h• )Ib cP MS -0.17 Sharin: 9M�ilul.•a ' Ira Ballast 01b Ballast Sherin: 9Mhtlulos - 016 Ballast Shari 9Matlules Ballast Shari 9Modules BaAM Lsa 9Madulaz B.11 1 Sharin: 9Motluies Olb Ballast Shining, 6Modules 41 lb at Ip 41 Ib 41lb a h 1 57 Ib RZ 1 kp MU 110 A.,I 411` 1 RT.1 kp_MV 1.10 . Anh•4050 AI t : MU 1.10 : Mh•4050 III ! _Anh+4050 Mho 50 II 1 kp-MU 1.10 ! Anh•IOSB RI 1 kp_MU 1.10 AZ4 cP MU -023----F v 1431b AZO MU -023 AZ4 � MU -0.23 Rylk 1431b AZ4 m MU -023 .4 dP_MU -023 ... ......... ��"Y43Ib A23 cP MU 4.42 � i801b Al I cP MU 4.42 ' Anal 337: kp_MS 0.97 Ballast 32lb An- _ kp_MS 0.97 Arxs 33] kp_MS 0.17 klrt: 11lb An-337 kp_MS 0.9) An=337 kp_MS 0.97 R 32 lb An=337 MS 0.97 54lb Anv=337 kp MS 0.97 dP MS -0.1) F_h= 7lb cP MS -0.1] rP MS 117 :. M rP MS -0.1] W MS -0.1] - 7W - rP MS -0.11 -.�. cP MS -0.17 5hadng: 6Modules Ballast n1b Ballast Sharin: 6Matlules BBBi Sharin: 6Motluln Ballazt Sharir:g: 6Mhtlules Ballazt Shadn' 6Motlulaz � Shari 6Motluln Ballast Sharin: 6Mudules 41 Ib 43m 4116 41lb eaI Ibt al lb Page 13 of 20 CITY OF SANTA ANA Planning and Buildin A ency Project: Muir Chase Plumbing Santa A a -- Job #: 2024-03478�3 P7HDate:7/29/2024 AF1q0F@V6aZSE Roof 1 Arr 1 Load FOR PERMIT ISSUANCE Master ID: Ballast WIIIIIt Date: 411b 411b Anh 0050 RZS Np MU I- A h-4050 100Ibb s Ball 54lb Anv 225 kp M5 097 11II b 70 ht MSCS.., -017 h` b age it Ballast SM1ar'ng' eFl o b Ballast 67 Ib 411b Anh=4050 RZ1 kp_MU 1 10 A h O50 F v 1B0Ib A73 cFMU -047 F 1801b Ballast 54lb A-337 '., kp MS 097 B II : 54lb F_h JIb cP MS F h= )Ib ra eellart: Olb Ballast Sharin: 6Motlules a Behest: Olb Ballast 57 It, 41Ib ... Anh-7. kp MU i AI,-- F v 1621b "� MU0 9 F 17016 Ballast 49lb - 394 kp MS 0 9 : B II t: 48lb F h= JIb PMS 01 F h Jib Ira Ballast. 0lb Ballast Sharin : I Modules ,g Ballast: 0lb Ballast Ballast 11 lb 451b 41 11, nth 4050 Z 1 kp MU 1 10 A I O U R21 kp MU 110 A 4050 F v- 1801b - I cP MU 04> F 1801b All P MU 0,44 F 1921b Ballast 541b A - 117 kp MS 0 1/ 9a11 5411 I2B1 A kp MS -7 '. 8 II 621b Fh= )Ib cPMS -J 17 Fh JIb ''. PMS -0.1)', Fh z JIb ra Ballast Olb Ballast lhe 1. 8a11asU 0lb Ballast Sharin I,g Ballast. 01b 9a11azt 61 lb 691h 41 Ib A h 4 II l kp MU 1 0 A h OS kp MU 1.10 A h 0 0 F_ I8016 AZ3 Cp MU -042 F 1.80Ib P MU -048 F 20]I1, Ball t. 546 A— — kp MS 097 1311 st: 54Ib A 225 kp M5 097 BOWL ]Olb F_h JIb PMS -017 F h- JIb 0 M5 O.1.J F h JIb 6M1a Ira Ball it Ob Ball st ring: bl. Ib G �, gB Ilazt: Oib Ballast 41 lb Shan r g �. a a Ballast. 016 Ballast 41 III, Page 14 of 20 �SE� Adjustment & Attachment Calc Total #Anchors: Roof 1 Arr 1 Total # modules: 72 Total # Blocks: 172 Total Array Weight: 10,030 lb Array Area: 2,044.1 sq. ft Average Weight: 4.9 psf Max Bay Weight: 156.1 lb CITY OF SANTA ANA Planning and 6uildin A ency Project: Muir Chase Plumbing Santa A a -- Job #: 2024-03�) Roof 1 Arr 1 Manipulation Allow. Ballast: N/A lb Seismic Coefficient: 0.81 *0.7*Wp Ballast Bay Key: Seismic Snow per Module: 0 lb #ofBlocks --> Max Blocks Per Bay: 4 u9.75 z o Blocks Blocks Blocks i) Blocks 0 2 2 2 0 0 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 1 Array Zone 1 Array Zone 1 Array Zone 2 Res. Up=0lb ,,.,. Res. Up=0lb Res. Up=0lb Res. Up=0lb Res. Up=0lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks. Res. Lat. = 0 lb 2 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 4 Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb 3 2 2 2 2 <! ! Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 4 Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks. Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb 2 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 4 Res. Up = 0lb Res. Up = 0lb Res. Up = 0lb Res. Up = 0lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb 2 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 4 •� Res. Up=0lb Res. Up=0lb Res. Up=0lb Res. Up=0lb Res. Up=0lb Res. Lat. = 0 Ib Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb 0 2 2 2 26 0 0 Date: 7/29/2024 AF1g0 fdV6aZSE FOR PERMIT ISSUANCE Master ID: Date: Page 15 of 20 PzH E1__ Black backgToteld#*ntKhrs: 5 indicates ariai0atfttlaldWes: 72 Total # Blocks: 172 0 0 Blocks Blocks ! 0 2 3 Roof 1 Arr 1 Manipulation Total Array Weight: 10,030 lb Ballast Bay Key: <-- Black background and "Anchor" Array Area: 2,044.1 sq. ft # of Blocks -->M indicates anchor at this bay Average Weight: 4.9 psf Max Bay Weight: 156.1 lb 99.75 Blocks o o Blocks o o Blocks 2 2 3 CITY OF SANTA ANA Planning and BUildin A ency Project: Muir Chase Plumbing Santa A a -- Job #: 2024-03�) Blocks 2 Date: 7/29 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone Roof Zone 1 Roof Zonel Array Zone 2 Array Zone 2 Array Zone 2 Array Zone 2 Array Zone 2 Array Zone 1 Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 Ib Res. Up = 0 lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks. Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb 2 2 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zonal Roof Zone 1 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Array Zane 4 Array Zone 3 Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb. 2 2 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 3 Res. Up = 0 lb Res. Up = 0 Ib Res. Up = 0 lb Res. Up = 0 Ib Res. Up = 0 lb Res. Up = 0 Ib Blocks Res. Lat. = 0lb Blocks. Res. Lat. = 0lb Blocks Res. Lat. = 0lb Blocks Res. Lat. = 0lb Blocks Res. Lat. = 0lb Blocks Res. Lat. =0lb 2 3 2 2 2.. 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1. Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Res. Up = 0lb Res. Up = 0lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb 2 2 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Array Zone 4 Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb 2 3 2 2 3 2 1 t AF190fd 6aZSE FOR PERMIT ISSUANCE Master ID: Date: Page 16 of 20 Roof 1 Arr 1 Manipulation Total # Anchors: 5 Total Array Weight: 10,030 lb Ballast Bay Key: <-- Black background and "Anchor" Total If modules: 72 Array Area: 2,044.1 sq. ft # of Blocks -->M indicates anchor at this bay Total # Blocks: 172 Average Weight: 4.9 psf 0 0 Max Bay Weight: 156.1 lb Blocks Blocks o Blocks _ C 2 2 0 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 1 Array Zone 1 2 Res. Up = 01b Res. Up = 0 lb �'a�. _, �.,L:9 Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks. Res. Lat. = 0 lb Blocks 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blacks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 Res. Up = 0 lb Res. Up = 0 lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks. Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks 2 2 . 2. 0. Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 1 2 Res. Up = 0lb Res. Up = 0lb Res. Up = 0 lb Res. Up = 0 lb Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 lb Blocks Res.Lat.=0lb11Blocks Res. Lat. = 0 lb Blocks 2 2 2 2 2 Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Res. Up=0lb Res. Up=0lb Res. Up=0lb Res. Up=0lb .� Blocks Res. Lat. = 0 Ib Blocks Res. Lat. = 0 lb Blocks Res. Lat. = 0 Ib Res. I t. = 0 Ib Blocks 2 2 2 i 0 0 2 CITY OF SANTA ANA Planni ig and BUildin A ency Project: Muir Chase Plumbing Santa A a -- Jow #: 2024-03�/8y3 Date:7/29/2024 AF190p8V6aZSE FOR PERMIT ISSUANCE Master ID: Date: Page 17 of 20 CITY OF SANTA ANA Plag and Building Agency Anchor Products Shear & Tension Testing Scope: On July 17, 2014, Anchor Products conducted Tension & Shear Testing on thir randomly chosen from our inventory. Fifteen in tension and fifteen in shear. (Note: Sheai the base of the stud where it meets the plate.) Each plate has a standard 3/8"-16 x 1-1/2" on to it. Approved FOR PERMIT ISSUANCE y (30) U-Anchor Plates, testing was conducted at t�l0W YPeel bolt welded Date: Attending Technician: Gary Calderwood, Director of Engineering - Anchor Products, LLC. Witnessed By: Ronald K. Farleman, Professional Engineer - Nautilus Engineering Tested in accordance with TAS 117-95, Appendix B - Test Procedure for Dynamic Pull -Through Performance of Roofing Membranes over Fastener Heads or Fasteners with Metal Bearing Plates, © FBC, 1995 Results are recorded in reacting force in lbs. Shear "..1 2000 1500 1000 -- S00 - - 0 - .-1 N Nf Q ut W W N W d H H f H F 1968 LBS — Average Ultimate Breaking Force V 00 O O v i A Direction of Force IML. �i •1 W N H Reacting Force in LBS Tension ry N H1 � V1 00 O f• N M Q V1 10 1 GO 01 1211 LBS — Average Ultimate Breaking Force O H N M Q vl W W N V N W H H H H H H ■ Reacting Force in LBS Results: Failure Mode: In all cases, the failure occurred at the weld junction between the bolt and plate. Analysis: Upon analysis of test results, it is our professional opinion that the U-Anchor Plate - when installed in accordance with Anchor Product's published installation requirements - will yield similar results as outlined above. U-Anchor 2400 & U-Anchor 2600 provide consistent performance for all commercial roof types with a minimally invasive attachment solution that is accepted by roofing manufacturers. Anchor Product's support staff are positioned throughout the US to assist with rooftop identification, project specific testing, and offer access a network of authorized contraih%f, �r any commercial rooftop system. � 11�1i4I ` �'i..Oo.. p�r•�► s Anchor FARLEMAN TM =-42 Products t� 4;. � x 1551, Colleyville, TX 76034 1 888-575-2131w - •'��8 T EQ'••' \�.`� wwanchorp.com info anchorp.com Fastener Loads for Plywood - Screws CITY OF SANTA ANA Planning and Building Agency a shear specimen and joint behavior is dependent upon the shear strength of the fastener. Shear failure of the screw shank occurs at the wood -metal interface. 0 The metal -critical joint may fail in one of two ways. Failure occurs when the resistance of the screw head to embedment is greater than the resistance of the metal to lateral and/ or withdrawal load, and the screw tears through or away from the metal. Failure also occurs when thin metal in a metal -to -panel joint crushes or tears away from the screw. The following test data are pre- sented for plywood only. Tables 1 and 2 present average ultimate lateral loads for wood - and sheet -metal -screw connec- tions in plywood -and -metal joints. The end distance of the loaded -edge in these tests was one inch. Plywood face grain was parallel to the load since this direction yields the lowest lat- eral loads when the joint is ply- wood -critical. All wood -screw specimens were tested with a 3/16-inch-thick steel side plate, and values should be modified if thinner steel is used4F Approved FOR PERMIT ISSUANCE TABLE 1 SCREWS: METAL -TO -PLYWOOD CONNECTIONS(-) M Depth of Average Ultimate Lateral Load ( b'f ester ID. Threaded Penetration Wood Screws Sheet a dAcr inch #8 #10 dew_ __,golll�#8 gin All 1/2 415 (500) 590 465 (565) 670 5/8 — — 500 (600) 705 3/4 — — — 590 (655) 715 (a) Plywood was C-D grade with exterior glue (all plies Group 1), face grain parallel to load. Side plate was 3/16"-thick steel. (b) Values are not design values. Values in parentheses are estimates based on other tests. PLYWOOD -TO -METAL CONNECTIONSW Average Ultimate Lateral Load (Ibf)1b1 Plywood Performance Screw Size 1/4"-20 Self Framing Category #8 #10 #12 #14 Tapping Screw 1/4 330 360 390 410 590 0.080-incl#r Aluminum 1/2 630 850* 860 920 970 3/4 910* 930* 1250 1330 1440 0.078-inch 1/4 360 380 400 410 650 Galvanized 1/2 700* 890* 900 920 970 Steel (14 gage) 3/4 700* 950* 1300* 1390* 1500 (a) Plywood was A-C EXT (all plies Group 1), face grain parallel to load. (b) Values are not design values. Loads denoted by an asterisk(*) were limited by screw-to-from- ing strength; others were limited by plywood strength. BE Form No. E830E ■ © 2011 APA— The Engineered Wood Association 0 www.apawood.org Fastener Loads for Plywood - Screws CITY OF SANTA ANA Planning and Building Agency Withdrawal: Tables 3 and 4 present average ultimate withdrawal loads for wood and sheet metal screws in plywood -and -metal joints, based on analysis of test results. Wood screws are threaded for only 2/3 of their length. Sheet metal screws typically have higher ultimate load than wood screws in the smaller gages because of their full-length thread. Values shown in Table 3 for wood screws are based on 1/4- inch protrusion of the wood screw from the back of the panel. This was to assure measurable length of thread embedment in the wood, since the tip of the tapered wood screw may be smaller than the pilot hole. This was not a factor for sheet metal screws due to their uniform shank diameters. Approved FOR PERMIT ISSUANCE TABLE 3 WOOD AND SHEET METAL SCREWS: METAL -TO -PLYWOOD �Ib�Nci°'' Depth of Average Ultimate Withdrawal Lo ( f� Threaded Penetration Screw Size (inch) #6 #8 #10 #12 #14 #16 3/8 150 180 205 - 1/2 200 240 275 315 350 - 5/8 250 295 345 440 - 3/4 300 355 415 470 525 - 1 - - - 625 700 775 1-1/8 - - - 705 790 875 2-1/4 - - - - 1580 - (a) Plywood was C-D grade with exterior glue (all plies Group 1). (b) Values are not design values. lows a Wood Screy, 1_ 4 Sheet Metal Screw TABLE 4 SHEET METAL SCREWS: PLYWOOD -TO -METAL CONNECTIONSM Average Ultimate Withdrawal Load (Ibf)ibi Plywood Screw Size Performance 1/4"-20 Self Framing Category #8 #10 #12 #14 Tapping Screw 0.080-inch 1 /4 130 150 170 180 220 Aluminum 1/2 350 470 500 520 500 3/4 660 680 790 850* 790* 0.078-inch 1/4 130 150 170 180 220 Galvanized 1/2 350 470 500 520 500 Steel (14 gage) 3/4 660 680 800 900 850 (a) Plywood was A-C EXT (all plies Group 1). (b) Values are not design values. Loads denoted by an asterisk(*) were limited by screw -to -metal - framing strength; others were limited by plywood strength. Form No. E830E ■ © 2011 APA— The Engineered Wood Association 0 www.apawood.org