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HomeMy WebLinkAbout3600 W Segerstrom Ave - 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: 1.THIS PV SYSTEM INSTALLATION IS SUBJECT TO INSPECTION BY THE AUTHORITY HAVING JURISDICTION AND SOUTHERN CALIFORNIA 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 3.110.2 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. 4.ELECTRICAL EQUIPMENT SHALL BE LISTED OR CERTIFIED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 5.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. 6.A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 7.INSTALLATION OF THE PV SYSTEM IN PARALLEL WITH THE UTILITY POWER SHALL BE INSTALLED ONLY BY QUALIFIED PERSONS. 705.6. 8.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. 9.INTERCONNECTED ELECTRIC POWER PRODUCTION SOURCES SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250. 705.50. SITE CONTACT: CONTRACTOR: Confidentiality Statement: 12/6/2023 5:54:20 PM Title Sheet Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 T101 Main Electric -Santa Ana 3600 W SEGERSTROM AVE, SANTA ANA, CA 92704 SOLAR ELECTRIC SYSTEM PROJECT - 135.88kW DC STC RATING / 126.748kW AC CEC RATING PHONE: XXX-XXX-XXXX SOLAR ELECTRIC SYSTEM THIS PROJECT ENTAILS THE INSTALLATION OF A PHOTOVOLTAIC SYSTEM AT Main Electric - Santa Ana THE SYSTEM WILL NOT BE A NET ELECTRICITY EXPORTER TO THE UTILITY GRID. 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 SCE 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. 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: 3/31/2025 SOL IRVINE SOL IRVINE 16200 SCIENTIFIC IRVINE, CA 92618 TEL: 760-271-6580 LIC # C46 -1050892 Sheet #Sheet Name T101 Title Sheet T102 Notes A100 Site Plan A101 Array Layout S1.0 Structural Sheet S1.1 Structural Sheet S2.0 Structural Sheet E101 Electrical Layout E201 Interconnection SLD E301 Signage SP101 Spec Sheets SP102 Spec Sheets SP103 Spec Sheets SP104 Spec Sheets ELECTRICAL: AXIS SOLAR DESIGN 27281 LAS RAMBLAS, SUITE 200 MISSION VIEJO, CA 92691 TEL: 323-484-2947 CHAD BUCCINE LICENSE# E20115 No . De sc r i p t i o n Da t e 1 A H J C o r r e c tio n 1 2 / 6 / 2 3 PARCEL # 414-211-14 PROJECT TOTAL: SYSTEM SIZE: 135.88 kW STC DC 126.748 kW CEC AC PANEL SPECS: (316) MISSION SOLAR ENERGY LLC, MSE430SX9Z VMP: 40.32V, VOC: 49.28V, IMP: 10.66A, ISC: 11.24A STC: 430W, PTC: 401.1W INVERTER SPECS: (2) SMA AMERICA, STP 62-US-41 [480V] 480/277V, 3PH, 4W, MAX OUTPUT CURRENT = 80A MAXIMUM CONTINUOUS OUTPUT POWER @ UTILITY POWER FACTOR: 62.5 kW CEC WEIGHTED EFFICIENCEY: 97.5% BUILDING INFO: APN: 414-211-14 OCCUPANCY: B CONSTRUCTION TYPE: V TWO STORIES Bldg# 101117310 Issued 01/11/24 Elec# 20181380 Issued 01/10/24 APPROVALS: PLNG - FArias BLDG - JLo ELEC - MSmith 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 CAUTION MULTIPLE SOURCES OF POWER POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN. DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES. "WARNING" PHOTOVOLTAIC ARRAY DISCONNECTION OF NEUTRAL OR GROUNDED CONDUCTORS MAY RESULT IN OVERVOLTAGE ON ARRAY OR INVERTER 6"X8" TYP -CEC 705.10 12 PHOTOVOLTAIC AC DISCONNECT 690.13(B), 690.54 RATED AC OUTPUT CURRENT NOMINAL OPERATING AC VOLTAGE 8 480V 160A NOTES 1.ARTICLES 690 AND 705 MARKINGS SHOWN HEREON 2. ALL MARKINGS SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING B.RED BACKGROUND COLOR WITH WHITE TEXT AND LINE WORK UON C.ARIAL FONT 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, POP-RIVETS, OR SCREWS M JBOX OR COMBINER INVERTER WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION ! ORANGE WARNING AREA, 690.13(B) WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL ! ORANGE WARNING AREA, 110.27(C) WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION ! ORANGE WARNING AREA, 690.13(B) DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT PHOTOVOLTAIC 690.13(B) DC DISCONNECT MAXIMUM VOLTAGE MAXIMUM CIRCUIT CURRENT MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER (IF INSTALLED) 690.53 WARNING: PHOTOVOLTAIC POWER SOURCE REFLECTIVE STICKER, 690.31(G)(3)(4) WARNING! DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM ORANGE WARNING AREA, 705.12(B)(3) ARRAY DC DISCONNECT 1 2 3 4 5 6 7 1 6 34 2 7 9 10 5 SOLAR SUB PANEL1 1 27 6 725.76V 11.24A 15A RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 690.56(C)(3) 11 12 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 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. 690.56(C)(1)(a) PV10 AC DISCONNECT811 WARNING! POWER SOURCE OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE. ORANGE WARNING AREA, 705.12(B)(2)(3)(b) 9 12 (E)MAIN SERVICE DISCONNECT (BLDG) (N) PV DISCONNECT FOR UTLITY OPERATION AND RAPID SHUTDOWN INITIATION PV ARRAYS CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 9/20/2023 1:07:02 AM Signage Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 E301 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: 3/31/2025 SOL IRVINE 12" = 1'-0"1 Signage - Central No. Descrip tion Date 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 9/20/2023 1:07:12 AM Spec Sheets Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 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: 3/31/2025 SOL IRVINE 12" = 1'-0"1 Spec Sheet Module1 12" = 1'-0"2 Spec Sheet Inverter1 No. Descrip tion Date 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 9/20/2023 1:07:22 AM Spec Sheets Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 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: 3/31/2025 SOL IRVINE 12" = 1'-0"1 Sollega FastRack510 12" = 1'-0"2 Sollega UL Listings No. Description Date 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 9/20/2023 1:07:39 AM Spec Sheets Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 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: 3/31/2025 SOL IRVINE 12" = 1'-0"1 Sollega Installation No. Description Date 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 9/20/2023 1:07:59 AM Spec Sheets Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 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: 3/31/2025 SOL IRVINE 12" = 1'-0"1 Sollega Installation2 No. Description Date 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 E2. THE LAYOUT OF CONDUIT SHOWN IN THESE PLANS IS DIAGRAMTIC & SHOWS DESIGN INTENT. CONTRACTOR SHALL ROUTE AND LOCATE THE CONDUITS TO SUIT SITE CONDITIONS BUT SHALL NOT EXCEED THE MIZIMUM CONDUCTOR LENGTHS INDENTIFIED ON THE WIRE SCHEDULE. CONTRACTOR WILL COORDINATE ALL CHANGES IN WIRING AND CONDUIT WITH THE ENGINEER. CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 9/20/2023 1:10:11 AM Notes Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 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: 3/31/2025 SOL IRVINE 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 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 SEGERSTROM AVE (E) MAIN SERVICE SWITCHBOARD (N) PV DISCONNECT FOR UTLITY OPERATION AND RAPID SHUTDOWN INITIATION GROUND LEVEL INSIDE ELECTRICAL ROOM (N) SOLAR ONLY SUB PANEL 4' FIRE ACCESS PERIMETER 4' FIRE ACCESS PERIMETER 4' F I R E A C C E S S P E R I M E T E R 4' F I R E A C C E S S P E R I M E T E R 10' - 10 1/2" 114' - 1 1/2" 28 5 ' - 4 3 / 8 " (N) SOLAR INVERTERS (ON ROOF) 90° 00' 00" 261.00' S E 0° 0 0 ' 0 0 " 52 0 . 0 0 ' N E 0° 0 0 ' 0 0 " 34 5 . 0 0 ' S W 90° 00' 00" 141.00' N W 0° 0 0 ' 0 0 " 17 5 . 0 0 ' S W 90° 00' 00" 120.00' N W EAST ROOF ARRAY T: 10° AZ: 180° ROOF HATCH W/ 4' CLEARANCE 8' F I R E A C C E S S P A T H W A Y WEST ROOF ARRAY T: 10° AZ: 180° CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 12/6/2023 5:53:30 PM Site Plan Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 A100 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: 3/31/2025 SOL IRVINE 1" = 30'-0"1 Site Plan MISSION SOLAR, 430W Array Name Tilt° Azimuth Module Count WEST ROOF ARRAY 10°180°145 10°180°171EAST ROOF ARRAY No. Descrip tion Date 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 (E) MAIN SERVICE SWITCHBOARD (N)PV DISCONNECT FOR UTLITY OPERATION AND RAPID SHUTDOWN INITIATION GROUND LEVEL INSIDE ELECTRICAL ROOM (N)SOLAR ONLY SUB PANEL (N) SOLAR INVERTERS (ON ROOF) 4' FIRE ACCESS PERIMETER 4' FIRE ACCESS PERIMETER 4' F I R E A C C E S S P E R I M E T E R 4' F I R E A C C E S S P E R I M E T E R 20 8 ' - 6 " 148' - 0" 8' F I R E A C C E S S P A T H W A Y ROOF HATCH W/ 4' CLEARANCE EAST ROOF ARRAY T: 10° AZ: 180° WEST ROOF ARRAY T: 10° AZ: 180° 4' - 0"61' - 10 1/8"12' - 2 3/4"61' - 11 1/8"8' - 0" 5' - 3 " 12 4 ' - 8 1 / 4 " 78 ' - 6 3 / 4 " 5' - 3 " 10 6 ' - 8 3 / 4 " 96 ' - 6 1 / 4 " A101 2 3.5' X 8' GLUELAM BEAMS @24' O.C 4" X 18" PURLIN @ 8' O.C 2" X 6" SUBPURLIN @ 2' O.C 24 ' - 0 " 24 ' - 0 " 22 ' - 1 1 1 / 8 " 8' - 0" 2' - 0 " NOTES: 1.ROOF DRAINS AND OVERFLOWS SHALL REMAIN UNBLOCKED BY THE NEW MODULE SUPPORT LOCATIONS. 2. PV ARRAY IS A CLASS A ROOF ASSEMABLY PER UL 2703 3.EXISTING PARAPET HEIGHT IS LESS THAN 3'-6" ABOVE ROOF LEVEL. CLEARANCE FROM PARAPET TO ARRAY TO BE 10FT MINIMUM 4.CONDUIT GREATER THAN 1" ABOVE ROOF SURFACE CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 12/6/2023 5:53:31 PM Array Layout Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 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: 3/31/2025 SOL IRVINE MISSION SOLAR, 430W Array Name Tilt° Azimuth Module Count WEST ROOF ARRAY 10°180°145 10°180°171EAST ROOF ARRAY No. Description Date 1 AHJ Correction 12/6/23 1" = 10'-0"2 FRAMING DETAIL 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024     PROJECT SPECIFICATIONS Roof Height (ft)35 Wind Speed ASCE 7-16 (MPH)95 Ground Snow Load (PSF)0 Seismic Design Value (S DS)1.05 Exposure Factor B Azimuth (deg.)180.00 Ave. Parapet Height (ft)3 Module Model MSESX9Z Module Count (#)316 Module Wattage (W)430 Module Length (in)82.13 Module Width (in)41.50 Module Thickness (in)1.57 Module Weight (lbs)51.60 System Size (kW-DC)135.88 Total FastRacks (#)437 Roof Anchors (#)0 Row Spacing (in)53.91 Tilt Angle (DEG)10 Total CMU Blocks (#)890 Total Non-ballast Weight (lbs)18,381 Total Ballast Weight (lbs)28,925 Total System Weight (lbs)47,306 Total Load / Array Area (psf)4.900             Location 3600 West Segerstrom Avenue,Santa Ana,CA 92704 Installer Solirvine Contact Derek Robert Email derek@solirvine.com Phone 562.484.8351                 Sheet Name RACKING LAYOUT # S1.0      SETBACK LINES ASCE 7-16 SEISMIC SETBACK FIRE SETBACK  1. DUE TO THE DIFFICULTY OF ANTICIPATING EVERY UNSATISFACTORY CONDITION THAT MIGHT BE FOUND IN EXISTING 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 CHANGE 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 SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF PZSE AND RESOLVED PRIOR TO PROCEEDING WITH THE WORK SO INVOLVED. REENIIGER LARUTCURTS AINROFILACFOETATS GNELANOISSEFORPDERETSEHCAZHTENEKL N AP Exp. 3-31-25 No. S3878 R U3600 WEST SEGERSTROM AVESANTA ANA, CA 92704 Δ tnemecalpsiD cimsieS ngiseD 25.4 in (ASCE 7-16 13.6.12) Minimum Separation 1.06 ft 2.12 ft 2.12 ft 4.23 ft 4) 5) Design To Accommodate Seismic Displacement per ASCE 7-16 Between a solar array and a roof edge with a qualifying parapet Between a solar array and a roof edge without a qualifying parapet Condition 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 aecting 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. The minimum allowable friction factor required for use of the prescriptive displacement method is μ = 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 A parapet is "qualifying" if the top of the parapet is not less than 12 inches in height. Between separate solar arrays of similar construction Between a solar array and a xed object on the roof, or solar array of dierent construction The contractor shall eld verify all dimensions and site conditions before starting work and shall notify PZSE, Inc- Structural Engineers, (PZSE, Inc) of any discrepancies. All omissions and conicts regarding the seismic setback specications shall be brought to the attention of PZSE, Inc and resolved prior to proceeding with work so involved. Lorem ipsum BEAM (GLUELAM) - 3.5' X 8" @24' OC CONT. PURLIN (GLUELAM) - 4" X 18" @ 8' OC CONT. RAFTERS 2"X6" @24" OC ALL BAYS .5" PLYWOOD SHEETING = 8" X 8" STEEL COLUM 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PROJECT SPECIFICATIONS Roof Height (ft)35 Wind Speed ASCE 7-16 (MPH)95 Ground Snow Load (PSF)0 Seismic Design Value (SDS)1.05 Exposure Factor B Azimuth (deg.)180.00 Ave. Parapet Height (ft)3 Module Model MSESX9Z Module Count (#)316 Module Wattage (W)430 Module Length (in)82.13 Module Width (in)41.50 Module Thickness (in)1.57 Module Weight (lbs)51.60 System Size (kW-DC)135.88 Total FastRacks (#)437 Roof Anchors (#)0 Row Spacing (in)53.91 Tilt Angle (DEG)10 Total CMU Blocks (#)890 Total Non-ballast Weight (lbs)18,381 Total Ballast Weight (lbs)28,925 Total System Weight (lbs)47,306 Total Load / Array Area (psf)4.900 PR O J E C T I N F O . Location 3600 West Segerstrom Avenue,Santa Ana,CA 92704 Installer Solirvine Contact Derek Robert Email derek@solirvine.com Phone 562.484.8351 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. SITE Sollega West: 415-648-1299 2480 Mission St, Ste 107B, San Francisco, CA 94110 www.Sollega.com Sheet Name Ballast Layout # S1.1 LE G E N D SETBACK LINES ASCE 7-16 SEISMIC SETBACK FIRE SETBACK Array 1Array 2 REENI IGER LARUTCURTS AINROFILACFOETATS GNELANOISSEFORPDERETSEHCAZHTENEKL N AP Exp. 3-31-25 No. S3878 R U3600 WEST SEGERSTROM AVE SANTA ANA, CA 92704 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 PR O J E C T I N F O . Location 3600 West Segerstrom Avenue,Santa Ana,CA 92704 Installer Solirvine Contact Derek Robert Email derek@solirvine.com Phone 562.484.8351 REENI IGER LARUTCURTS AINROFILACFOETATS GNELANOISSEFORPDERETSEHCAZHTENEKL N AP Exp. 3-31-25 No. S3878 R U3600 WEST SEGERSTROM AVE SANTA ANA, CA 92704 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 (E) MAIN SERVICE SWITCHBOARD (N) PV DISCONNECT FOR UTLITY OPERATION AND RAPID SHUTDOWN INITIATION GROUND LEVEL INSIDE ELECTRICAL ROOM (N) SOLAR ONLY SUB PANEL (N) SOLAR INVERTERS (ON ROOF) INV 1 STRING 1 (17 MODULES)INV 1 STRING 2 (17 MODULES) INV 1 STRING 3 (17 MODULES) INV 1 STRING 4 (17 MODULES) INV 1 STRING 5 (17 MODULES) INV 1 STRING 6 (17 MODULES) INV 1 STRING 7 (17 MODULES) INV 1 STRING 8 (17 MODULES) INV 1 STRING 9 (17 MODULES) INV 2 STRING 1 (16 MODULES) INV 2 STRING 2 (16 MODULES) INV 2 STRING 3 (16 MODULES) INV 2 STRING 4 (16 MODULES) INV 2 STRING 5 (16 MODULES) INV 2 STRING 6 (16 MODULES) INV 2 STRING 7 (16 MODULES) INV 2 STRING 8 (16 MODULES) INV 2 STRING 9 (17 MODULES) INV 1 STRING 10 (18 MODULES) EAST ROOF ARRAY T: 10° AZ: 180° WEST ROOF ARRAY T: 10° AZ: 180° REPRESENTATIVE CONDUCTORS CONDUIT COMPRESSION FITTING LOCK NUT ENCLOSURE WALL CONTINUOUS GROUND STRIP INSULATION AT LUG GROUND BUSHING WITH LAY-IN LUG 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 CLIENT APPROVAL x_________________ Client Initials To scale on 24x36 paper X___________________________ Confidentiality Statement: 9/20/2023 1:07:00 AM Electrical Layout Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 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: 3/31/2025 SOL IRVINE 1" = 10'-0"1 Array Wiring 6" = 1'-0"2 Detail Grounding Conduit Body MISSION SOLAR, 430W Array Name Tilt° Azimuth Module Count WEST ROOF ARRAY 10°180°145 10°180°171EAST ROOF ARRAY 1/2" = 1'-0"4 Detail For Unattached Conduit Runs on Roof 6" = 1'-0"3 Detail Grounding Lay-in Lug No. Descrip tion Date 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 1 (1) #6 AWG CU SOLID CU EGC (2) #10 AWG CU PV WIRE DISTANCE: 40 FT, 0.15% VDROP 2 (1) #8 AWG CU THWN-2 EGC (1) #8 AWG CU THWN-2 NEUT (3) #1 AWG CU THWN-2 FILL: 0.5418 IN^2 1.25" EMT ON STRUCTURES, 36% FILL DISTANCE: 10 FT, 0.05% VDROP 3 (1) #6 AWG CU THWN-2 EGC (1) #6 AWG CU THWN-2 NEUT (3) #3/O AWG CU THWN-2 FILL: 0.9051 IN^2 2" EMT ON STRUCTURES, 27% FILL DISTANCE: 10 FT, 0.05% VDROP 4 (1) #6 AWG CU THWN-2 EGC (1) #6 AWG CU THWN-2 NEUT (3) #3/O AWG CU THWN-2 FILL: 0.9051 IN^2 2" EMT ON STRUCTURES, 27% FILL DISTANCE: 10 FT, 0.05% VDROP GRD M UTILITY CUSTOMER SERVICE FROM UTILITY METER 120% RULE 705.12(D)(2)(3)(b) MAIN BUS: 1600A MAIN OCPD: 1600A SOLAR OUTPUT: 160A 1600A BUS X 120% -1600A MAIN >= 160A X 125% 320A > 200A NEW BACKFED BREAKER O.K. MISC FACILITY LOADS (N) 200A/3P (E) 1600A/3P PROJECT TOTAL: SYSTEM SIZE: 135.88 kW STC DC 126.748 kW CEC AC PANEL SPECS: (316)MISSION SOLAR ENERGY LLC, MSE430SX9Z VMP: 40.32V, VOC: 49.28V, IMP: 10.66A, ISC: 11.24A STC: 430W, PTC: 401.1W INVERTER SPECS: (2)SMA AMERICA, STP 62-US-41 [480V] 480/277V, 3PH, 4W, MAX OUTPUT CURRENT = 80A MAXIMUM CONTINUOUS OUTPUT POWER @ UTILITY POWER FACTOR: 62.5 kW CEC WEIGHTED EFFICIENCEY: 97.5% 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. GENERAL NOTES: 1.CONTRACTOR SHALL USE UL 2703 LISTED GROUNDING LUGS OR UL 2703 LISTED INTEGRATED GROUNDING SYSTEM FOR GROUND OF ARRAY AND RACKING. 2.THE PV SYSTEM SHALL BE LISTED PER UL 1703 AS REQUIRED 3.NOTIFY SERVING UTILITY PRIOR TO ACTIVATION OF PV SYSTEM 4.ALL PV EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING LABORATORY. 5.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 2022 CALIFORNIA ELECTRICAL CODE, AND 2017 NATIONAL ELECTRICAL CODE, 2022 CALIFORNIA BUILDING CODE 6.THE MIN TEMPERATURE IS -2°C AND AVERAGE HIGH IS 39°C SHEET NOTES: 1.PROTECTIVE RELAYING REQUIREMENTS TO BE DETERMINED. 2.SPECIFIC REVENUE METERING REQUIREMENTS AND DEVICES TO BE DETERMINED. 3.CUSTOMER METER TO SHARE CT & PT WITH UTILITY METER. 4.PRIMARY VOLTAGE PENDING INTEGRATION STUDY (N) AC DISCONNECT FOR UTILITY OPERATION & RAPID SHUTDOWN INITIATION 480V, 3P, 200A, NEMA 1 PER STRING: (N) 200A COMBINER PANEL 277/480V, 3PH, 4W, NEMA 1, MLO GRD (N) 100A PV BREAKER (N) 100A PV BREAKER 200A MAX STRING VOLTAGE = 18 MODULES PER STRING X (49.28 Voc + (-0.261%/°C X (-3°C COLDEST -25°C STC) X 49.28Voc) = 952Voc <1000Vdc OK ROOFTOP ARRAY -(171) 430 WATTS PER MODULE STRING CURRENT: 11.24 ISC, 10.66A IMP INVERTER 1 (62KW) (171) MODULES STRINGS 1-9: 17 MODULES STRING 10: 18 MODULES INV 1 -62 kW STRINGS 1-10 171 MODULES 16 X 2 TO (MPPT 1) 16 X 2 TO (MPPT 2) 16 X 2 TO (MPPT 3) 16 X 1 TO (MPPT 4) 16 X 1 TO (MPPT 5) 17 X 1 TO (MPPT 6) INV 2 -62 kW STRINGS 1-9 145 MODULES 17 X 2 TO (MPPT 1) 17 X 2 TO (MPPT 2) 17 X 2 TO (MPPT 3) 17 X 2 TO (MPPT 4) 17 X 2 TO (MPPT 5) 18 X 1 TO (MPPT 6) ROOFTOP ARRAY -(145) 430 WATTS PER MODULE STRING CURRENT: 11.24 ISC, 10.66A IMP INVERTER 2 (62KW) (145) MODULES STRINGS 1-8: 16 MODULES STRING 9: 17 MODULES (E)1600A MAIN SERVICE PANEL 277/480V, 3PH, 4W, W/ (E) 1600A MAIN TUSTIN MCAF EXTREME MIN: 2°C 2% AVG HIGH TEMP: 31°C MAX VOLTAGE DROP MODULE TO INVERTER = 0.24% INVERTER TO SUB PANEL = 0.05% SUB PANEL TO MAIN SERVICE = 0.38% TOTAL = 0.67% 1 G 62 G INV G 2 G 62 G INV G KEY PANELS PER STRING STRINGS PER COMBINER INPUT ARRAY INTEGRATED DC DISCONNECT 600VDC, INVERTER NUMBER INVERTER SIZE (kW) X G 62 G INV INTEGRATED AC DISCONNECT 480VAC G 17 X4 TO INPUTS 1-4 16 X4 TO INPUTS 5-8 PV SYSTEM MEETS RAPID SHUTDOWN COMPLIANCE WITH INVERTERS WITHIN 1' OF ARRAYS WITH UL 3741. 1 1 1 CLIENT APPROVAL x_________________ Client Initials X___________________________ Confidentiality Statement: Interconnection SLD Ma i n E l e c t r i c - S a n t a A n a 36 0 0 W S E G E R S T R O M A V E , SA N T A A N A , C A 9 2 7 0 4 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: 3/31/2025 SOL IRVINE NTS1SLD 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 11.24 1.56 18 1 2 #10 AWG CU PV WIRE NA #6 AWG 1 90 38 0 38 2 2 80 1.25 100 1 3 #1 AWG CU THWN-2 #8 AWG #8 AWG 1 90 31 0 31 3 3 160 1.25 200 1 3 #3/O AWG CU THWN-2 #6 AWG #6 AWG 1 90 31 0 31 3 4 160 1.25 200 1 3 #3/O AWG CU THWN-2 #6 AWG #6 AWG 1 90 31 0 31 3 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 0.91 1 1 X 40A X 0.91 X 1 = 36 >= 18 1 145 0.96 1 1 X 145A X 0.96 X 1 = 139 >= 100 1 225 0.96 1 1 X 225A X 0.96 X 1 = 216 >= 200 1 225 0.96 1 1 X 225A X 0.96 X 1 = 216 >= 200 TERMINATION... Te r m T e m p R a t i n g Term Amp Rating >=Amps Max . . 60 30 >=18 75 130 >=100 75 200 >=200 75 200 >=200 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 . . 10.66 725.76 40 0.15 80 480 10 0.05 160 480 10 0.05 160 480 10 0.05 No. Descrip tion Date 1 AHJ Correctio n 12/6/23 9/18/2023 1:07:00 AM To scale on 24x36 paper 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 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 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 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 Official Requesting Review: City Reference #: __________________________ City / County: _____________________________________ Date: __________________________________ Contact Name: _____________________________________ E-Mail: __________________________________ Title: _____________________________________ Phone #: _________________________________ ** 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: _________________________________ Updated: 08/30/2021 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Re: Job # 2023-10986: Santa Ana If you have any questions on the above, please feel free to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 3600 West Segerstrom Avenue, Santa Ana, CA 92704. PZSE has reviewed the Solar Photovoltaic plans provided by Sollega, Inc.. After review, PZSE certifies that the structure is adequate to support the proposed Solar Photovoltaic system. Sollega, Inc. TEL: (415) 648-1299 San Francisco, CA 94112 128 De Montfort Ave September 12, 2023 Attn.: Lee Rothschild, 3600 WEST SEGERSTROM AVE SANTA ANA, CA 92704 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV TABLE OF CONTENTS PAGE Dimensions and Inputs 3 SEAOC PV1 Seismic Loading 4 Sollega FastRack Wind Loading 5 Sample Calculation 6 Summary of Ballast Calculations 7 Roof 1 Arr 1 8 Roof 1 Arr 2 32 Roof Loading Table 50 Existing Building Gravity Check 51 Existing Building Lateral Check 52 DESIGN CRITERIA BUILDING CODE: 2022 CBC (ASCE 7-16) OCCUPANCY CATEGORY = II IMPORTANCE FACTOR = See individual calculations WIND SPEED =95 EXPOSURE CATEGORY =B SEISMIC DESIGN CATEGORY =D A jobsite observation and measurement of the existing building was performed by an audit team from Sollega, Inc.. All attached structural ballast calculations are based on these observations and the design criteria listed below. Page 2 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Governing code:ASCE 7-16 Variable Value Unit Code Reference PV Module N-S Length L (or lp) 3.46 ft PV Module E-W Width W 6.84 ft PV Module Weight (Each) WPV 51.6 lbs Space Between Adjacent Rows (N-S) 1.08 ft Space Between Adjacent Modules (E-W) 0.03 ft PV Module Height above Roof at Low Edge h1 0.54 ft Tilt Angle of Module ω 10 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 lbs Ballast Stone "A" 4x8x16 (Nominal) CMU Cap Block Weight: 32.5 lbs Ballast Stone "B" not used Weight: 0.0 lbs Occupancy Category II (Table 1-1) Roof Pitch Θ 0 degrees Average Roof Height of Structure above Ground h 35 ft Array Attachment Height above Ground z 35 ft Average Parapet Height hpt 3 ft North-South Width of Building WN-S 208.5 ft East-West Width of Building WE-W 148 ft Ground Snow Load pg 0 psf Site Elevation e 45 ft Note: "North" always refers to panel north, which is the raised edge of the panel. Building Characteristics: SYSTEM CHARACTERISTICS & BUILDING DIMENSIONS Description PV System Characteristics: Page 3 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Description Variable Value Unit ASCE 7-16 Risk Category II Table 1.5-1 Building Importance Factor Ie 1.0 Section 11.5.1, Table 1.5-2 PV System Importance Factor Ip 1.0 Section 13.1.3 Component Amplification Factor ap 1 Table 13.6-1 Component Response Factor Rp 1.5 Table 13.6-1 Array Attachment Height above Ground z 35.0 ft 13.3.1 Mapped Short-Period Acceleration Parameter SS 1.313 g 11.4.1 and USGS maps Mapped Long-Period Acceleration Parameter S1 0.471 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 Fv 1.829 11.4.4 (Table 11.4.4-2) Adjusted Max Spectral Response SMS 1.576 g 11.4.4 Adjusted Max Spectral Response SM1 0.861 g 11.4.4 Design Spectral Acceleration Parameter SDS 1.050 g 11.4.5 Design Spectral Acceleration Parameter SD1 0.574 g 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 0.288 Constant Velocity Transition Period TS 0.547 Short Period Seismic Design Category, 0.2 sec D Long Period Seismic Design Category, 1.0 sec D Seismic Design Category, S 1 > 0.75 N/A Controlling Seismic Design Category D Fp = 0.4 ap(SDS)Wp[1 +2(z/h)]/ (Rp/Ip) 0.84 *Wp Equation 13.3-1 Fp max = 1.6 S DS(Ip)Wp 1.68 *Wp Equation 13.3-2 Fp min = 0.3 S DS(Ip)Wp 0.32 *Wp Equation 13.3-3 Seismic demand on array: 0.84 *Wp Design Seismic Displacement ΔMPV 25.4 in (ASCE 7-16 13.6.12) Minimum Separation 1.06 ft 2.12 ft 2.12 ft 4.23 ft Notes: 1) 2) 3) 4) 5) SEISMIC DESIGN LOAD CALCULATIONS Design To Accommodate Seismic Displacement per ASCE 7-16 Seismic demand on nonstructural components: Between a solar array and a roof edge with a qualifying parapet Between a solar array and a roof edge without a qualifying parapet Condition 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. The minimum allowable friction factor required for use of the prescriptive displacement method is μ = 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) A parapet is "qualifying" if the top of the parapet is not less than 12 inches in height. Between separate solar arrays of similar construction Between a solar array and a fixed object on the roof, or solar array of different construction 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. 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 4 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Design Wind Load Calculation for Sollega FastRack system per Wind Tunnel Test Report (ASCE 7-16 §29.4.3) Variable Value Unit Risk Category II Table 1.5-1 Importance factor (ASCE 7-05 only)I 1.00 Exposure Category B Mapped Wind Velocity V 95 mph Adjustment Factor for Height and Exposure Category Kz 0.73 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 12.53 psf ASCE 7-16 (Eqn 26.10-1) Tilt Angle of Module ω 10 degrees Friction Factor μ 0.4 SEAOC 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) Average Roof Height of Structure Above Ground h 35 ft Parapet Height hpt 3 ft North-South Width of Building WN-S 208.5 ft Roof Zone Width parallel to North-South L1, L2, L7, or L8 65.6 ft Array 1 East-West Width of Building WE-W 148.0 ft Array 2 Roof Zone Width parallel to East-West L4, or L 5 65.6 ft Array 3 PV Module Length lp 3.41 ft Array 4 Tilt Angle of Module ω 10.00 degrees Array 5 PV Module Height Above Roof at Low (South) Edge h1 0.54 ft Array 6 PV Module Height Above Roof at High (North) Edge h2 1.14 ft Note: 2. Pressures and results converted to US standard units for use in the North American market . WIND DESIGN LOAD CALCULATIONS Description Building and Array Parameters 1. GCp values are derived per the wind tunnel test report by Institut für Industrieaerodynamik GmbH [IFI] (Report SOF02-1, dated March 12, 2019)." Array Zone Key: North Row, 1st-4th Module North Row, Interior Module Interior Row, 1st-4th Module Interior Row, Interior Module 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 0.467 seconds. South Row, 1st-4th Module South Row, Interior Module Page 5 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Step 1: South Approach Roof 1 kp_MU 0.96 Anh=79 1.00 Array 3 cP_MU -0.80 F_v =234 lb Anv= 4 kp_MS 0.96 Ballast:140 lb nesw cP_MS -0.47 F_h =24 lb Sharing:1 Panels Drag Ballast:125 lb Step 2:Ballast Ballast North Approach 93 lb 93 lb 1 pnl Roof 1 kp_MU 1.01 Anh=86 1.00 1 pnl n--w Array 1 cP_MU -1.32 F_v =386 lb ne-- Anv= 4 kp_MS 1.01 Ballast:231 lb nesw cP_MS -0.93 F_h =48 lb Ballast Sharing:1 Panels Drag Ballast:252 lb Ballast 93 lb 93 lb 1 pnl 1 pnl --sw -es- Step 3:Blocks 1441.7 Blocks Output # of Blocks 3 3 #REF!97.5 Roof Zone 1 #REF! Array Zone 1 #REF! Blocks Blocks 3 3 Step 4:Anchor Blocks 1 2 Roof Zone 1 #REF! 32.5 Array Zone 1 #REF!260 8 0 0 0 #REF! Blocks Blocks 2 2 260 8 260 8 0 0 If Allowable weight is exceeded, reduce ballast. Attachments represented by black bays with white text and the word "Anchor". Sample Ballast Calculation : (Note: Red numbers are input values) 0-90 degree wind angle per IFI report. 90-180 degree wind angle per IFI report Res. Up = 0 lb Res. Lat. = 0 lb Normalized area for Drag Demands from North and South wind approachare enveloped for per-bay ballast requirements. Where applicable, demands on skewed arrays are analyzed per IFI Figure 4.15, Note: Inherent load combination factors are determined per ASCE 7 section 2.4 Normalized area for Uplift See wind tunnel test report for definitions of roof zones, array zones, Residual forces are shown to assist the user placing anchors Page 6 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Number of PV Modules: 316 Modules Number of Bays: 437 Bays Number of ballast blocks: 890 blocks Block type: 4x8x16 (Nominal) CMU Cap Block Block weight, W =32.5 lb Weight of PV Modules & racking: 18,381 lb Area covered by PV system: 9,753 Sq. ft Weight of Ballast: 28,925 lb Average PV system dead load: 4.9 psf Total weight of PV system: 47,306 lb Summary by Roof: Roof Name # of Modules # of Bays # of Blocks N/A # of Attachments PV Area (Sq. ft) Average Weight (psf) Max Bay Weight (lb) Roof 1 316 437 890 0 0 9,753.2 4.9 153.9 Summary by Section: Section Name # of Modules # of Bays # of Blocks N/A # of Attachments Array Area (Sq. ft) Average Weight (psf) Max Bay Weight (lb) Roof 1 Arr 1 171 230 472 0 0 5,277.8 4.8 153.9 Roof 1 Arr 2 145 207 418 0 0 4,475.4 4.9 153.9 Totals: 316 437 890 0 0 9,753 4 5 6 7 8 9 1 2 3 Summary of Ballast Calculations: 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. Note: Print order for large array calculations is "RIGHT THEN DOWN" Page 7 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - South Wind 90-180 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1 Total Wind Uplift: 16536 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 788 lb Subtotals # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 0 13 0 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.20 F_v = 56 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 164 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 25 Sharing:6 Modules 25 ## 0 14 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.52 F_v = 154 lb AZ 5 cP_MU -0.44 F_v = 129 lb Anv= 177 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 26 Sharing:7 Modules 26 ## 0 14 0 ## 0 14 0 ## 0 14 0 ## 0 27 0 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.20 F_v = 56 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.40 F_v = 116 lb Anv= 164 kp_MS 0.97 Anv= 266 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 25 Sharing:6 Modules 26 Sharing:7 Modules 26 ## 0 27 0 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb Anv= 287 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 25 Sharing:9 Modules 25 Sharing:9 Modules 25 ## 0 41 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 0.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.46 F_v = 135 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 4 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.13 F_v = 38 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:7 Modules 26 Sharing:8 Modules 26 Sharing:9 Modules 25 Sharing:9 Modules 25 Page 8 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.20 F_v = 56 lb Anv= 164 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 25 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.20 F_v = 56 lb Anv= 266 kp_MS 1.01 Anv= 287 kp_MS 0.97 Anv= 164 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:6 Modules 26 Sharing:7 Modules 25 Sharing:4 Modules 25 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 266 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:6 Modules 26 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 311 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 26 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 355 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:8 Modules 26 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:9 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:9 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 Page 9 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - South Wind 90-180 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1 Total Wind Uplift: 16536 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 788 lb Subtotals # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 0 41 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 0.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 5 cP_MU -0.52 F_v = 154 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.44 F_v = 129 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 4 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.13 F_v = 38 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:7 Modules 26 Sharing:8 Modules 26 Sharing:9 Modules 25 Sharing:9 Modules 25 ## 0 27 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb Anv= 311 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 26 Sharing:9 Modules 25 Sharing:9 Modules 25 ## 0 27 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb Anv= 266 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:6 Modules 26 Sharing:9 Modules 25 Sharing:9 Modules 25 ## 0 27 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb Anv= 311 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 26 Sharing:9 Modules 25 Sharing:9 Modules 25 ## 0 41 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 0.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.46 F_v = 135 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 4 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.13 F_v = 38 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:7 Modules 26 Sharing:8 Modules 26 Sharing:9 Modules 25 Sharing:9 Modules 25 ## 0 41 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 2 kp_MU 0.96 Anh=7010 0.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 5 cP_MU -0.52 F_v = 154 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 6 cP_MU -0.20 F_v = 55 lb AZ 5 cP_MU -0.20 F_v = 56 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 246 kp_MS 0.97 Anv= 287 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:6 Modules 26 Sharing:6 Modules 26 Sharing:6 Modules 25 Sharing:7 Modules 25 ## 0 14 0 ## 0 19 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.67 F_v = 198 lb Anv= 89 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb Sharing:2 Modules 26 Page 10 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:9 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:9 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:9 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:9 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:9 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 RZ 2 kp_MU 0.96 Anh=7010 1.00 AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 328 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:8 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 Page 11 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - South Wind 90-180 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1 Total Wind Uplift: 16536 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 788 lb Subtotals # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 0 19 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.43 F_v = 128 lb Anv= 222 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 26 ## 0 42 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 0.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.46 F_v = 135 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 4 cP_MU -0.40 F_v = 117 lb AZ 3 cP_MU -0.40 F_v = 116 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:7 Modules 26 Sharing:7 Modules 26 Sharing:7 Modules 26 Sharing:7 Modules 26 ## 0 42 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 0.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.52 F_v = 154 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.44 F_v = 129 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 4 cP_MU -0.37 F_v = 109 lb AZ 3 cP_MU -0.37 F_v = 108 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:7 Modules 26 Sharing:8 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 ## 0 28 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb Anv= 311 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 ## 0 28 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.48 F_v = 141 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.37 F_v = 108 lb Anv= 222 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 399 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 26 Sharing:8 Modules 26 Sharing:9 Modules 26 ## 0 23 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.37 F_v = 108 lb Anv= 311 kp_MS 1.01 Anv= 399 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:9 Modules 26 ## 0 23 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.48 F_v = 141 lb AZ 3 cP_MU -0.38 F_v = 112 lb Anv= 222 kp_MS 1.01 Anv= 355 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 26 Sharing:8 Modules 26 ## 0 33 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.46 F_v = 135 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.46 F_v = 135 lb AZ 3 cP_MU -0.40 F_v = 116 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 177 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:4 Modules 26 Sharing:7 Modules 26 Page 12 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 355 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:8 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 Page 13 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - South Wind 90-180 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1 Total Wind Uplift: 16536 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 788 lb Subtotals # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 0 33 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 Sharing:6 Modules 26 ## 0 33 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.40 F_v = 116 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:7 Modules 26 Sharing:7 Modules 26 ## 0 42 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 0.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 4 cP_MU -0.40 F_v = 117 lb AZ 3 cP_MU -0.38 F_v = 112 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 355 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:8 Modules 26 Sharing:7 Modules 26 Sharing:7 Modules 26 Sharing:8 Modules 26 ## 0 42 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 0.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.52 F_v = 154 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 6 cP_MU -0.41 F_v = 119 lb AZ 5 cP_MU -0.46 F_v = 134 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:6 Modules 26 Sharing:6 Modules 26 Sharing:6 Modules 26 Sharing:6 Modules 26 Page 14 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.52 F_v = 154 lb Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:6 Modules 26 Sharing:4 Modules 26 Page 15 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - North Wind 0-90 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1.1 Total Wind Uplift: 24619 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1.1 Min Uplift Ballast: 5950 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 1682 lb Subtotals # of Bays: 230 # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast Ballast Ballast 36 lb 60 lb ## ## 30 0 1 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 n--w AZ 1 cP_MU -1.06 F_v = 308 lb n---AZ 1 cP_MU -0.89 F_v = 260 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb Anv= 256 kp_MS 1.00 Ballast: 104 lb n--w cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb 43 lb 80 lb ## ## 30 0 2 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 ---w AZ 3 cP_MU -0.54 F_v = 158 lb ----AZ 3 cP_MU -0.46 F_v = 135 lb Anv= 171 kp_MS 1.00 Ballast: 43 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb --sw cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb 36 lb 36 lb ## ## 30 0 1 pnl 2 pnl --sw --s- ## 90 30 0 ## 86 30 0 Ballast Ballast Ballast 36 lb 60 lb 49 lb ## ## 59 0 1 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 n--w AZ 1 cP_MU -1.06 F_v = 308 lb n---AZ 1 cP_MU -0.89 F_v = 260 lb n---AZ 1 cP_MU -0.83 F_v = 241 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb Anv= 256 kp_MS 1.00 Ballast: 104 lb Anv= 299 kp_MS 1.00 Ballast: 93 lb n--w cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb 40 lb 75 lb 62 lb ## ## 59 0 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 ---w AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Ballast Ballast Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb 36 lb 60 lb 49 lb 36 lb 36 lb 36 lb ## ## 89 0 1 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 0.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 n--w AZ 1 cP_MU -1.06 F_v = 308 lb n---AZ 1 cP_MU -0.89 F_v = 260 lb n---AZ 1 cP_MU -0.83 F_v = 241 lb ic--nw AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 4 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb Anv= 256 kp_MS 1.00 Ballast: 104 lb Anv= 299 kp_MS 1.00 Ballast: 93 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb n--w cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:8 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb 43 lb 81 lb 66 lb 43 lb 36 lb 36 lb Page 16 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Ballast 60 lb 36 lb 2 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 1 pnl n---AZ 1 cP_MU -1.06 F_v = 308 lb ne-- Anv= 171 kp_MS 1.00 Ballast: 133 lb ne--cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast 77 lb 41 lb 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 256 kp_MS 1.00 Ballast: 33 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Ballast Ballast 36 lb 39 lb 57 lb 36 lb 3 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 1 pnl ic--sw AZ 3 cP_MU -0.49 F_v = 141 lb ic--ne AZ 1 cP_MU -0.83 F_v = 241 lb n---AZ 1 cP_MU -1.06 F_v = 308 lb ne-- Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 299 kp_MS 1.00 Ballast: 93 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb ---w cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb ne--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast 36 lb 45 lb 73 lb 41 lb 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ---w AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 3 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ic--nw AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:8 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 40 lb 36 lb 36 lb 36 lb 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb Page 17 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - North Wind 0-90 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1.1 Total Wind Uplift: 24619 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1.1 Min Uplift Ballast: 5950 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 1682 lb Subtotals # of Bays: 230 # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## ## 89 0 2 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 0.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 ---w AZ 3 cP_MU -0.54 F_v = 158 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 4 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb Anv= 171 kp_MS 1.00 Ballast: 43 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb --sw cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:8 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb 36 lb 36 lb 36 lb 36 lb 36 lb 36 lb ## ## 59 0 1 pnl 2 pnl 2 pnl 3 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 --sw --s- --s- ic--sw AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb 36 lb 36 lb 36 lb ## ## 59 0 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb 36 lb 36 lb 36 lb ## ## 59 0 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 ---w AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Ballast Ballast Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb 36 lb 60 lb 49 lb 36 lb 36 lb 36 lb ## ## 88 0 1 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 0.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 n--w AZ 1 cP_MU -1.06 F_v = 308 lb n---AZ 1 cP_MU -0.89 F_v = 260 lb n---AZ 1 cP_MU -0.83 F_v = 241 lb ic--nw AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 4 cP_MU -0.30 F_v = 85 lb ----AZ 3 cP_MU -0.30 F_v = 85 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb Anv= 256 kp_MS 1.00 Ballast: 104 lb Anv= 299 kp_MS 1.00 Ballast: 93 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 369 kp_MS 1.00 Ballast: 0 lb Anv= 369 kp_MS 1.00 Ballast: 0 lb n--w cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:8 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb 43 lb 81 lb 67 lb 46 lb 36 lb 36 lb ## ## 88 0 2 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 0.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 ---w AZ 3 cP_MU -0.54 F_v = 158 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 4 cP_MU -0.32 F_v = 91 lb ----AZ 3 cP_MU -0.31 F_v = 89 lb Anv= 171 kp_MS 1.00 Ballast: 43 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 246 kp_MS 1.00 Ballast: 3 lb Anv= 287 kp_MS 1.00 Ballast: 2 lb --sw cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb 36 lb 36 lb 36 lb ## 53 29 0 1 pnl 2 pnl 2 pnl 2 pnl 2 pnl 2 pnl --sw --s- --s- --s- --s- --s- Ballast Ballast 45 lb 45 lb ## ## 39 0 1 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 1 pnl n--w AZ 1 cP_MU -1.35 F_v = 391 lb ne-- Anv= 85 kp_MS 1.00 Ballast: 183 lb ne-w cP_MS -0.19 F_h = 10 lb Ballast Sharing:2 Modules 56 Drag Ballast:0 lb Ballast 55 lb 55 lb Page 18 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 85 lb ----AZ 3 cP_MU -0.30 F_v = 85 lb ----AZ 3 cP_MU -0.32 F_v = 91 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 0 lb Anv= 369 kp_MS 1.00 Ballast: 0 lb Anv= 246 kp_MS 1.00 Ballast: 3 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 87 lb ----AZ 3 cP_MU -0.30 F_v = 85 lb ----AZ 3 cP_MU -0.32 F_v = 91 lb -e-- Anv= 328 kp_MS 1.00 Ballast: 0 lb Anv= 369 kp_MS 1.00 Ballast: 0 lb Anv= 246 kp_MS 1.00 Ballast: 3 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 3 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ic--sw AZ 3 cP_MU -0.31 F_v = 116 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 287 kp_MS 1.00 Ballast: 18 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 2 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb Page 19 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - North Wind 0-90 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1.1 Total Wind Uplift: 24619 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1.1 Min Uplift Ballast: 5950 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 1682 lb Subtotals # of Bays: 230 # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 91 39 0 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl ---w AZ 3 cP_MU -0.51 F_v = 149 lb -e-- Anv= 213 kp_MS 1.00 Ballast: 38 lb -e-w cP_MS -0.19 F_h = 10 lb Ballast Ballast Ballast Ballast Sharing:5 Modules 56 Drag Ballast:0 lb Ballast Ballast 36 lb 60 lb 49 lb 39 lb 36 lb 36 lb ## ## 88 0 1 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 3 pnl RZ 3 kp_MU 0.98 Anh=7010 0.00 2 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 n--w AZ 1 cP_MU -1.06 F_v = 308 lb n---AZ 1 cP_MU -0.89 F_v = 260 lb n---AZ 1 cP_MU -0.83 F_v = 241 lb ic--nw AZ 3 cP_MU -0.46 F_v = 135 lb ic--ne AZ 2 cP_MU -0.65 F_v = 185 lb n---AZ 1 cP_MU -0.65 F_v = 185 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb Anv= 256 kp_MS 1.00 Ballast: 104 lb Anv= 299 kp_MS 1.00 Ballast: 93 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 287 kp_MS 1.00 Ballast: 59 lb Anv= 287 kp_MS 1.00 Ballast: 59 lb n--w cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb 43 lb 81 lb 66 lb 44 lb 36 lb 36 lb ## ## 88 0 2 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 0.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 ---w AZ 3 cP_MU -0.54 F_v = 158 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 4 cP_MU -0.30 F_v = 109 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb Anv= 171 kp_MS 1.00 Ballast: 43 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 369 kp_MS 1.00 Ballast: 14 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb --sw cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:8 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb 36 lb 36 lb 36 lb ## ## 59 0 1 pnl 2 pnl 2 pnl 3 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 --sw --s- --s- ic--sw AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb ## ## 59 0 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 ---w AZ 3 cP_MU -0.51 F_v = 149 lb ----AZ 3 cP_MU -0.30 F_v = 112 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb Anv= 213 kp_MS 1.00 Ballast: 38 lb Anv= 328 kp_MS 1.00 Ballast: 16 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb --sw cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:5 Modules 56 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb ## 80 49 0 1 pnl 3 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 --sw ic--sw AZ 3 cP_MU -0.31 F_v = 116 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb Anv= 287 kp_MS 1.00 Ballast: 18 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb 36 lb 36 lb ## 97 49 0 2 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 ---w AZ 3 cP_MU -0.33 F_v = 141 lb ----AZ 3 cP_MU -0.30 F_v = 112 lb Anv= 205 kp_MS 1.00 Ballast: 33 lb Anv= 328 kp_MS 1.00 Ballast: 16 lb --sw cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Ballast Ballast Ballast Ballast Sharing:5 Modules 55 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb 36 lb 60 lb 60 lb 36 lb 36 lb 36 lb ## ## 69 0 1 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 2 pnl RZ 2 kp_MU 0.99 Anh=7293 1.00 1 pnl 1 pnl 3 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 n--w AZ 1 cP_MU -1.06 F_v = 308 lb n---AZ 1 cP_MU -0.89 F_v = 260 lb n---AZ 1 cP_MU -1.06 F_v = 308 lb ne-- --sw ic--sw AZ 3 cP_MU -0.31 F_v = 116 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb Anv= 256 kp_MS 1.00 Ballast: 104 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb Anv= 287 kp_MS 1.00 Ballast: 18 lb n--w cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb ne--cP_MS -0.19 F_h = 10 lb ---w cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:4 Modules 56 Drag Ballast:0 lb Ballast Ballast Sharing:7 Modules 55 Drag Ballast:0 lb 41 lb 73 lb 70 lb 37 lb 36 lb Page 20 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV 2 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ---w AZ 3 cP_MU -0.31 F_v = 116 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 287 kp_MS 1.00 Ballast: 18 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 3 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ic--nw AZ 3 cP_MU -0.30 F_v = 112 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 328 kp_MS 1.00 Ballast: 16 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb Page 21 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - North Wind 0-90 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1.1 Total Wind Uplift: 24619 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1.1 Min Uplift Ballast: 5950 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 1682 lb Subtotals # of Bays: 230 # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## ## 68 0 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl 2 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- ---w AZ 3 cP_MU -0.32 F_v = 122 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb ---w cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Ballast Sharing:6 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb 36 lb 36 lb ## ## 68 0 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl 2 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.31 F_v = 116 lb -e-- ---w AZ 3 cP_MU -0.31 F_v = 116 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 287 kp_MS 1.00 Ballast: 18 lb Anv= 287 kp_MS 1.00 Ballast: 18 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb ---w cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Ballast Ballast Sharing:7 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb 36 lb 36 lb 36 lb ## ## 88 0 2 pnl RZ 2 kp_MU 1.00 Anh=7293 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 3 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl RZ 3 kp_MU 0.98 Anh=7010 0.00 3 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 112 lb ic--ne AZ 1 cP_MU -0.65 F_v = 185 lb n---AZ 2 cP_MU -0.65 F_v = 185 lb ic--nw AZ 3 cP_MU -0.30 F_v = 112 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 328 kp_MS 1.00 Ballast: 16 lb Anv= 287 kp_MS 1.00 Ballast: 59 lb Anv= 287 kp_MS 1.00 Ballast: 59 lb Anv= 328 kp_MS 1.00 Ballast: 16 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb n---cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 56 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb 36 lb 41 lb 36 lb ## ## 88 0 2 pnl RZ 3 kp_MU 0.97 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 0.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 ---w AZ 3 cP_MU -0.34 F_v = 154 lb ----AZ 3 cP_MU -0.32 F_v = 134 lb ----AZ 3 cP_MU -0.32 F_v = 134 lb ----AZ 3 cP_MU -0.32 F_v = 134 lb ----AZ 4 cP_MU -0.32 F_v = 119 lb ----AZ 3 cP_MU -0.32 F_v = 134 lb Anv= 164 kp_MS 1.00 Ballast: 41 lb Anv= 246 kp_MS 1.00 Ballast: 29 lb Anv= 246 kp_MS 1.00 Ballast: 29 lb Anv= 246 kp_MS 1.00 Ballast: 29 lb Anv= 246 kp_MS 1.00 Ballast: 20 lb Anv= 246 kp_MS 1.00 Ballast: 29 lb --sw cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb 36 lb 36 lb 36 lb 1 pnl 2 pnl 2 pnl 2 pnl 2 pnl 2 pnl --sw --s- --s- --s- --s- --s- Page 22 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=7010 1.00 4 pnl RZ 3 kp_MU 0.97 Anh=7010 1.00 2 pnl ----AZ 3 cP_MU -0.32 F_v = 134 lb ----AZ 3 cP_MU -0.32 F_v = 134 lb ----AZ 3 cP_MU -0.34 F_v = 154 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 29 lb Anv= 246 kp_MS 1.00 Ballast: 29 lb Anv= 164 kp_MS 1.00 Ballast: 41 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb -es-cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:4 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 36 lb 2 pnl 2 pnl 2 pnl 1 pnl --s- --s- --s- -es- Page 23 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Block Counts Total # modules: 171 Total Array Weight: 25,256 lb Ballast Bay Key: Blocks # of pages: Roof 1 Arr 1 Total # Blocks: 472 Array Area: 5,277.8 sq. ft 3 <-- # of Blocks Required 8 FR Average Weight: 4.8 psf Subtotals Max -># of Deflectors: 0 Max Bay Weight: 153.9 lb Blk 69.75 102.25 102.25 69.75 102.25 0 0 0 0 Blocks 0 2 8 n--w #Roof Zone 2 Array Zone 1 n--w Blocks 2 10 ---w #Roof Zone 2 Array Zone 3 --sw Blocks 2 12 --sw # 9 8 Blocks Blocks 2 2 14 n--w #Roof Zone 2 n--- #Roof Zone 2 Array Zone 1 Array Zone 1 n--w n--- Blocks Blocks 2 3 15 ---w #Roof Zone 2 ---- #Roof Zone 2 Array Zone 3 Array Zone 3 ---w ---- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 n--w #Roof Zone 2 n--- #Roof Zone 2 n--- #Roof Zone 2 ic--nw #Roof Zone 2 ---- #Roof Zone 2 Array Zone 1 Array Zone 1 Array Zone 1 Array Zone 3 Array Zone 4 n--w n---n------- ---- Blocks Blocks Blocks Blocks Blocks 2 3 3 2 2 Page 24 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Total # modules: 171 Total Array Weight: 25,256 lb Ballast Bay Key: Blocks Total # Blocks: 472 Array Area: 5,277.8 sq. ft # of Blocks --> 3 0 0 Average Weight: 4.8 psf # of Deflectors: 0 Max Bay Weight: 153.9 lb 102.25 102.25 69.75 102.25 Blocks 0 Blocks 0 Blocks 0 0 2 2 2 n--- #Roof Zone 2 n--- #Roof Zone 2 ne-- # Array Zone 1 Array Zone 1 n---ne-- Blocks Blocks Blocks 3 3 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 --s--e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 --s- # ic--sw #Roof Zone 2 ic--ne #Roof Zone 2 n--- #Roof Zone 2 ne-- # Array Zone 3 Array Zone 1 Array Zone 1 ---w n---ne-- Blocks Blocks Blocks Blocks 2 2 3 2 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 n--- #Roof Zone 2 ic--nw #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 n------- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 Page 25 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Block Counts Total # modules: 171 Total Array Weight: 25,256 lb Ballast Bay Key: Blocks # of pages: Roof 1 Arr 1 Total # Blocks: 472 Array Area: 5,277.8 sq. ft 3 <-- # of Blocks Required 8 FR Average Weight: 4.8 psf Subtotals Max -># of Deflectors: 0 Max Bay Weight: 153.9 lb Blk 69.75 102.25 102.25 69.75 102.25 22 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 4 --sw --s- --s- ---- ---- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 --sw # --s- # --s- # ic--sw #Roof Zone 2 ---- #Roof Zone 2 Array Zone 3 Array Zone 3 ---w ---- Blocks Blocks 2 2 14 ---w #Roof Zone 2 ---- #Roof Zone 2 Array Zone 3 Array Zone 3 ---w ---- Blocks Blocks 2 2 14 ---w #Roof Zone 2 ---- #Roof Zone 2 Array Zone 3 Array Zone 3 ---w ---- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 n--w #Roof Zone 2 n--- #Roof Zone 2 n--- #Roof Zone 2 ic--nw #Roof Zone 2 ---- #Roof Zone 3 Array Zone 1 Array Zone 1 Array Zone 1 Array Zone 3 Array Zone 4 n--w n---n------- ---- Blocks Blocks Blocks Blocks Blocks 2 3 3 2 2 22 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 4 --sw --s- --s- --s- --s- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 --sw # --s- # --s- # --s- # --s- # Blocks Blocks 2 2 12 n--w #Roof Zone 2 ne-- # Array Zone 1 ne-w Blocks Blocks 2 2 Page 26 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Total # modules: 171 Total Array Weight: 25,256 lb Ballast Bay Key: Blocks Total # Blocks: 472 Array Area: 5,277.8 sq. ft # of Blocks --> 3 0 0 Average Weight: 4.8 psf # of Deflectors: 0 Max Bay Weight: 153.9 lb 102.25 102.25 69.75 102.25 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 --s- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 --s- # ic--sw #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 Page 27 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Block Counts Total # modules: 171 Total Array Weight: 25,256 lb Ballast Bay Key: Blocks # of pages: Roof 1 Arr 1 Total # Blocks: 472 Array Area: 5,277.8 sq. ft 3 <-- # of Blocks Required 8 FR Average Weight: 4.8 psf Subtotals Max -># of Deflectors: 0 Max Bay Weight: 153.9 lb Blk 69.75 102.25 102.25 69.75 102.25 12 ---w #Roof Zone 2 -e-- # Array Zone 3 -e-w Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 n--w #Roof Zone 2 n--- #Roof Zone 2 n--- #Roof Zone 2 ic--nw #Roof Zone 2 ic--ne #Roof Zone 3 Array Zone 1 Array Zone 1 Array Zone 1 Array Zone 3 Array Zone 2 n--w n---n-------n--- Blocks Blocks Blocks Blocks Blocks 2 3 3 2 2 22 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 4 --sw --s- --s- ---- ---- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 --sw # --s- # --s- # ic--sw #Roof Zone 2 ---- #Roof Zone 3 Array Zone 3 Array Zone 3 ---w ---- Blocks Blocks 2 2 14 ---w #Roof Zone 2 ---- #Roof Zone 3 Array Zone 3 Array Zone 3 --sw ---- Blocks Blocks 2 2 14 --sw # ic--sw #Roof Zone 3 Array Zone 3 ---w Blocks 2 12 ---w #Roof Zone 3 Array Zone 3 --sw Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 n--w #Roof Zone 2 n--- #Roof Zone 2 n--- #Roof Zone 2 ne-- # --sw # Array Zone 1 Array Zone 1 Array Zone 1 n--w n---ne-- Blocks Blocks Blocks Blocks 2 3 3 2 Page 28 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Total # modules: 171 Total Array Weight: 25,256 lb Ballast Bay Key: Blocks Total # Blocks: 472 Array Area: 5,277.8 sq. ft # of Blocks --> 3 0 0 Average Weight: 4.8 psf # of Deflectors: 0 Max Bay Weight: 153.9 lb 102.25 102.25 69.75 102.25 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 n--- #Roof Zone 3 ic--nw #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 n------- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ic--sw #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 Page 29 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Block Counts Total # modules: 171 Total Array Weight: 25,256 lb Ballast Bay Key: Blocks # of pages: Roof 1 Arr 1 Total # Blocks: 472 Array Area: 5,277.8 sq. ft 3 <-- # of Blocks Required 8 FR Average Weight: 4.8 psf Subtotals Max -># of Deflectors: 0 Max Bay Weight: 153.9 lb Blk 69.75 102.25 102.25 69.75 102.25 20 ---w #Roof Zone 2 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 18 ---w #Roof Zone 2 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 ---w #Roof Zone 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ic--ne #Roof Zone 3 n--- #Roof Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 1 Array Zone 2 ---w ---- ----n---n--- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 4 --sw --s- --s- --s- --s- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 --sw # --s- # --s- # --s- # --s- # Page 30 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 1 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Total # modules: 171 Total Array Weight: 25,256 lb Ballast Bay Key: Blocks Total # Blocks: 472 Array Area: 5,277.8 sq. ft # of Blocks --> 3 0 0 Average Weight: 4.8 psf # of Deflectors: 0 Max Bay Weight: 153.9 lb 102.25 102.25 69.75 102.25 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ic--nw #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---- ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 --s- --s- --s- -es- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 --s- # --s- # --s- # --s- # -es- # Page 31 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - South Wind 90-180 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1 Total Wind Uplift: 14656 lb Roof 1 Arr 2 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 145 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 670 lb Subtotals # Modules for drag:145.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast 72 0 4 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.26 F_v = 72 lb Anv= 82 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb Sharing:2 Modules 25 56 0 4 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.20 F_v = 56 lb Anv= 164 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 25 ## 0 23 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.20 F_v = 56 lb AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.18 F_v = 51 lb Anv= 164 kp_MS 0.97 Anv= 287 kp_MS 0.97 Anv= 205 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 25 Sharing:7 Modules 25 Sharing:5 Modules 25 ## 0 32 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 5 cP_MU -0.23 F_v = 65 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.46 F_v = 135 lb Anv= 205 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 246 kp_MS 0.97 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 25 Sharing:8 Modules 25 Sharing:6 Modules 25 Sharing:4 Modules 26 ## 0 28 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.15 F_v = 43 lb AZ 5 cP_MU -0.52 F_v = 154 lb Anv= 287 kp_MS 0.97 Anv= 287 kp_MS 0.97 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 25 Sharing:7 Modules 25 Sharing:4 Modules 27 ## 0 23 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.43 F_v = 128 lb Anv= 246 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 222 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 25 Sharing:8 Modules 25 Sharing:5 Modules 26 ## 0 22 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 287 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 ## 0 27 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.18 F_v = 51 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.15 F_v = 43 lb Anv= 205 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 287 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:5 Modules 25 Sharing:8 Modules 25 Sharing:9 Modules 25 Sharing:7 Modules 25 Page 32 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.43 F_v = 128 lb AZ 3 cP_MU -0.46 F_v = 135 lb Anv= 222 kp_MS 1.01 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 26 Sharing:4 Modules 26 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 287 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 25 Sharing:8 Modules 25 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 5 cP_MU -0.44 F_v = 129 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 328 kp_MS 0.97 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 27 Sharing:8 Modules 25 Sharing:6 Modules 26 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 287 kp_MS 0.97 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 25 Sharing:6 Modules 26 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 246 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:6 Modules 25 Sharing:6 Modules 25 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 287 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 25 Sharing:6 Modules 25 Page 33 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - South Wind 90-180 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1 Total Wind Uplift: 14656 lb Roof 1 Arr 2 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 145 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 670 lb Subtotals # Modules for drag:145.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 0 41 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 0.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 246 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 311 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 25 Sharing:9 Modules 25 Sharing:9 Modules 25 Sharing:8 Modules 25 Sharing:7 Modules 26 Sharing:6 Modules 26 ## 0 41 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 0.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 5 cP_MU -0.44 F_v = 129 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.46 F_v = 134 lb Anv= 246 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 311 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 25 Sharing:9 Modules 25 Sharing:8 Modules 25 Sharing:7 Modules 27 Sharing:6 Modules 27 Sharing:6 Modules 27 ## 0 23 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.40 F_v = 116 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:7 Modules 26 ## 0 23 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 ## 0 23 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.40 F_v = 116 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:7 Modules 26 ## 0 37 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.43 F_v = 128 lb AZ 3 cP_MU -0.46 F_v = 135 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 222 kp_MS 1.01 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:8 Modules 26 Sharing:5 Modules 26 Sharing:4 Modules 26 ## 0 37 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 5 cP_MU -0.52 F_v = 154 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 Sharing:4 Modules 27 ## 0 28 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 Page 34 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 311 kp_MS 1.01 Anv= 328 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 26 Sharing:8 Modules 25 Sharing:6 Modules 25 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 5 cP_MU -0.44 F_v = 129 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 311 kp_MS 1.01 Anv= 328 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 27 Sharing:8 Modules 25 Sharing:6 Modules 25 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:8 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 5 cP_MU -0.44 F_v = 129 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 27 Sharing:8 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:6 Modules 26 Page 35 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - South Wind 90-180 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1 Total Wind Uplift: 14656 lb Roof 1 Arr 2 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 145 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 670 lb Subtotals # Modules for drag:145.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 0 28 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 ## 0 28 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 ## 0 28 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 ## 0 33 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 ## 0 33 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 ## 0 33 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 ## 0 37 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.43 F_v = 128 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 222 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 Sharing:5 Modules 26 ## 0 33 0 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 5 cP_MU -0.52 F_v = 154 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.52 F_v = 154 lb AZ 5 cP_MU -0.52 F_v = 154 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 177 kp_MS 1.01 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 27 Sharing:6 Modules 27 Sharing:6 Modules 27 Sharing:4 Modules 27 Sharing:4 Modules 27 Page 36 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.43 F_v = 128 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 222 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 26 Sharing:8 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 266 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 311 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 5 cP_MU -0.48 F_v = 141 lb Anv= 355 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 222 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:8 Modules 26 Sharing:8 Modules 26 Sharing:5 Modules 27 RZ 3 kp_MU 1.01 Anh=6434 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.48 F_v = 141 lb Anv= 266 kp_MS 1.01 Anv= 222 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 27 Sharing:5 Modules 27 Page 37 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - North Wind 0-90 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1.1 Total Wind Uplift: 20416 lb Roof 1 Arr 2 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1.05 Min Uplift Ballast: 4769 lb FR # of Modules: 145 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 1461 lb Subtotals # of Bays: 207 # Modules for drag:145.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast Ballast Ballast 45 lb 45 lb ## ## 11 0 1 pnl RZ 2 kp_MU 0.99 Anh=6184 1.00 1 pnl n--w AZ 1 cP_MU -1.35 F_v = 391 lb ne-- Anv= 85 kp_MS 1.00 Ballast: 183 lb ne-w cP_MS -0.20 F_h = 11 lb Ballast Sharing:2 Modules 60 Drag Ballast:0 lb Ballast 57 lb 57 lb ## 43 11 0 2 pnl RZ 2 kp_MU 0.99 Anh=6184 1.00 2 pnl ---w AZ 3 cP_MU -0.54 F_v = 158 lb -e-- Anv= 171 kp_MS 1.00 Ballast: 43 lb -e-w cP_MS -0.20 F_h = 11 lb Ballast Ballast Ballast Sharing:4 Modules 60 Drag Ballast:0 lb Ballast 36 lb 57 lb 41 lb 36 lb ## ## 53 0 1 pnl RZ 2 kp_MU 0.99 Anh=6184 1.00 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl n--w AZ 1 cP_MU -1.06 F_v = 308 lb n---AZ 1 cP_MU -0.83 F_v = 241 lb ic--nw AZ 3 cP_MU -0.51 F_v = 149 lb -e-- Anv= 171 kp_MS 1.00 Ballast: 133 lb Anv= 299 kp_MS 1.00 Ballast: 93 lb Anv= 213 kp_MS 1.00 Ballast: 38 lb n--w cP_MS -0.20 F_h = 11 lb n---cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:4 Modules 60 Drag Ballast:0 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:5 Modules 60 Drag Ballast:0 lb Ballast Ballast 42 lb 71 lb 45 lb 36 lb 36 lb ## ## 74 0 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl 1 pnl RZ 2 kp_MU 0.99 Anh=6184 1.00 ---w AZ 3 cP_MU -0.51 F_v = 149 lb ----AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- n--w AZ 1 cP_MU -1.06 F_v = 308 lb Anv= 213 kp_MS 1.00 Ballast: 38 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb --sw cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb n--w cP_MS -0.20 F_h = 11 lb Ballast Sharing:5 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast Ballast Sharing:4 Modules 60 Drag Ballast:0 lb 36 lb 34 lb 34 lb 36 lb 43 lb ## ## 63 0 1 pnl 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl 2 pnl RZ 2 kp_MU 0.99 Anh=6184 1.00 --sw ic--sw AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.46 F_v = 135 lb -e-- ---w AZ 3 cP_MU -0.54 F_v = 158 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 171 kp_MS 1.00 Ballast: 43 lb ---w cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb --sw cP_MS -0.20 F_h = 11 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Ballast Ballast Sharing:4 Modules 60 Drag Ballast:0 lb 36 lb 34 lb 40 lb 36 lb 36 lb ## ## 53 0 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 1 pnl 1 pnl ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.44 F_v = 130 lb ic--ne AZ 1 cP_MU -0.97 F_v = 282 lb ne-- --sw Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 213 kp_MS 1.00 Ballast: 117 lb ---w cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb ne--cP_MS -0.20 F_h = 11 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 60 Drag Ballast:0 lb Ballast Sharing:5 Modules 60 Drag Ballast:0 lb Ballast 36 lb 34 lb 48 lb 36 lb ## ## 53 0 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ---w AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:9 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 36 lb 40 lb 34 lb 34 lb 36 lb ## ## 63 0 1 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl n--w AZ 1 cP_MU -0.97 F_v = 282 lb ic--nw AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 3 cP_MU -0.43 F_v = 125 lb ----AZ 3 cP_MU -0.46 F_v = 135 lb -e-- Anv= 213 kp_MS 1.00 Ballast: 117 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 384 kp_MS 1.00 Ballast: 23 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb n--w cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:5 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 60 Drag Ballast:0 lb Ballast Sharing:9 Modules 60 Drag Ballast:0 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Ballast 36 lb 34 lb 34 lb 34 lb 34 lb 44 lb Page 38 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Ballast Ballast 36 lb 64 lb 36 lb 1 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl RZ 2 kp_MU 0.99 Anh=6184 1.00 1 pnl n--w AZ 1 cP_MU -0.97 F_v = 282 lb n---AZ 1 cP_MU -1.06 F_v = 308 lb ne-- Anv= 213 kp_MS 1.00 Ballast: 117 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb n--w cP_MS -0.20 F_h = 11 lb ne--cP_MS -0.20 F_h = 11 lb Ballast Ballast Sharing:5 Modules 60 Drag Ballast:0 lb Ballast Sharing:4 Modules 60 Drag Ballast:0 lb Ballast 57 lb 57 lb 76 lb 41 lb 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl n---AZ 1 cP_MU -0.83 F_v = 241 lb ic--nw AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 93 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb n---cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 74 lb 41 lb 34 lb 36 lb 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ----AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb --s-cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 36 lb 2 pnl 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl --s- ic--sw AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 36 lb 34 lb 36 lb 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 36 lb 34 lb 36 lb 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ---w AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 49 lb 34 lb 34 lb 36 lb Page 39 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - North Wind 0-90 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1.1 Total Wind Uplift: 20416 lb Roof 1 Arr 2 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1.05 Min Uplift Ballast: 4769 lb FR # of Modules: 145 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 1461 lb Subtotals # of Bays: 207 # Modules for drag:145.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## ## 90 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=6184 0.00 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 ---w AZ 3 cP_MU -0.32 F_v = 91 lb ----AZ 3 cP_MU -0.30 F_v = 85 lb ----AZ 3 cP_MU -0.30 F_v = 85 lb ----AZ 3 cP_MU -0.30 F_v = 87 lb ic--ne AZ 1 cP_MU -0.73 F_v = 212 lb n---AZ 1 cP_MU -0.89 F_v = 260 lb Anv= 246 kp_MS 1.00 Ballast: 3 lb Anv= 369 kp_MS 1.00 Ballast: 0 lb Anv= 369 kp_MS 1.00 Ballast: 0 lb Anv= 328 kp_MS 1.00 Ballast: 0 lb Anv= 299 kp_MS 1.00 Ballast: 76 lb Anv= 256 kp_MS 1.00 Ballast: 104 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb n---cP_MS -0.20 F_h = 11 lb n---cP_MS -0.20 F_h = 11 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb 36 lb 34 lb 34 lb 34 lb 34 lb 60 lb ## ## 91 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 0.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 ---w AZ 3 cP_MU -0.32 F_v = 91 lb ----AZ 3 cP_MU -0.30 F_v = 85 lb ----AZ 3 cP_MU -0.30 F_v = 87 lb ----AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb Anv= 246 kp_MS 1.00 Ballast: 3 lb Anv= 369 kp_MS 1.00 Ballast: 0 lb Anv= 328 kp_MS 1.00 Ballast: 0 lb Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.20 F_h = 11 lb --s-cP_MS -0.20 F_h = 11 lb --s-cP_MS -0.20 F_h = 11 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb 36 lb 34 lb 34 lb 34 lb 36 lb 36 lb ## 93 49 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 3 pnl 2 pnl 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.31 F_v = 116 lb ic--se --s- --s- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 287 kp_MS 1.00 Ballast: 18 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 36 lb ## 99 49 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 36 lb ## 93 49 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.31 F_v = 116 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 287 kp_MS 1.00 Ballast: 18 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Ballast Ballast 36 lb 34 lb 34 lb 35 lb 36 lb 36 lb ## ## 80 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 1 pnl 1 pnl RZ 2 kp_MU 0.99 Anh=6184 1.00 ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 112 lb ic--ne AZ 1 cP_MU -0.97 F_v = 282 lb ne-- n--w AZ 1 cP_MU -1.06 F_v = 308 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 328 kp_MS 1.00 Ballast: 16 lb Anv= 213 kp_MS 1.00 Ballast: 117 lb Anv= 171 kp_MS 1.00 Ballast: 133 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ne--cP_MS -0.20 F_h = 11 lb n--w cP_MS -0.20 F_h = 11 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:5 Modules 60 Drag Ballast:0 lb Ballast Ballast Sharing:4 Modules 60 Drag Ballast:0 lb 36 lb 34 lb 34 lb 39 lb 36 lb 43 lb ## ## 80 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl 2 pnl RZ 2 kp_MU 0.99 Anh=6184 1.00 ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- ---w AZ 3 cP_MU -0.54 F_v = 158 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 171 kp_MS 1.00 Ballast: 43 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb --sw cP_MS -0.20 F_h = 11 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Ballast Sharing:4 Modules 60 Drag Ballast:0 lb 36 lb 34 lb 34 lb 34 lb 36 lb 36 lb ## ## 59 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl 1 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- --sw Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 34 lb 36 lb Page 40 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 3 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl n---AZ 1 cP_MU -0.83 F_v = 241 lb ic--nw AZ 3 cP_MU -0.30 F_v = 87 lb ----AZ 3 cP_MU -0.32 F_v = 91 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 93 lb Anv= 328 kp_MS 1.00 Ballast: 0 lb Anv= 246 kp_MS 1.00 Ballast: 3 lb n---cP_MS -0.20 F_h = 11 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 63 lb 34 lb 34 lb 36 lb 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ----AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.30 F_v = 87 lb ----AZ 3 cP_MU -0.32 F_v = 91 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 328 kp_MS 1.00 Ballast: 0 lb Anv= 246 kp_MS 1.00 Ballast: 3 lb --s-cP_MS -0.20 F_h = 11 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 36 lb 2 pnl 3 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl --s- ic--sw AZ 3 cP_MU -0.31 F_v = 116 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 287 kp_MS 1.00 Ballast: 18 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 36 lb 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 36 lb 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.31 F_v = 116 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 287 kp_MS 1.00 Ballast: 18 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 57 lb 34 lb 34 lb 36 lb 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 3 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl n---AZ 1 cP_MU -0.83 F_v = 241 lb ic--nw AZ 3 cP_MU -0.30 F_v = 112 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 93 lb Anv= 328 kp_MS 1.00 Ballast: 16 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb n---cP_MS -0.20 F_h = 11 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 74 lb 38 lb 34 lb 36 lb 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ----AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb --s-cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 36 lb 2 pnl 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl --s- ic--sw AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 36 lb Page 41 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - North Wind 0-90 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1.1 Total Wind Uplift: 20416 lb Roof 1 Arr 2 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1.05 Min Uplift Ballast: 4769 lb FR # of Modules: 145 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 1461 lb Subtotals # of Bays: 207 # Modules for drag:145.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## ## 59 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 34 lb 36 lb ## ## 60 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 34 lb 36 lb ## ## 60 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 34 lb 36 lb ## ## 71 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 34 lb 36 lb ## ## 69 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 34 lb 36 lb ## ## 69 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Ballast 36 lb 34 lb 34 lb 34 lb 36 lb 36 lb ## ## 79 0 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl 1 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- n--w AZ 1 cP_MU -0.73 F_v = 208 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 205 kp_MS 1.00 Ballast: 73 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.19 F_h = 10 lb n--w cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Ballast Sharing:5 Modules 55 Drag Ballast:0 lb 36 lb 34 lb 34 lb 34 lb 36 lb 36 lb ## ## 68 0 2 pnl RZ 3 kp_MU 0.97 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.97 Anh=5944 1.00 2 pnl 2 pnl RZ 3 kp_MU 0.97 Anh=5944 1.00 ---w AZ 3 cP_MU -0.34 F_v = 154 lb ----AZ 3 cP_MU -0.32 F_v = 134 lb ----AZ 3 cP_MU -0.32 F_v = 134 lb ----AZ 3 cP_MU -0.34 F_v = 154 lb -e-- ---w AZ 3 cP_MU -0.34 F_v = 154 lb Anv= 164 kp_MS 1.00 Ballast: 41 lb Anv= 246 kp_MS 1.00 Ballast: 29 lb Anv= 246 kp_MS 1.00 Ballast: 29 lb Anv= 164 kp_MS 1.00 Ballast: 41 lb Anv= 164 kp_MS 1.00 Ballast: 41 lb --sw cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb --s-cP_MS -0.19 F_h = 10 lb -es-cP_MS -0.19 F_h = 10 lb --sw cP_MS -0.19 F_h = 10 lb Ballast Sharing:4 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:4 Modules 55 Drag Ballast:0 lb Ballast Ballast Sharing:4 Modules 55 Drag Ballast:0 lb 36 lb 36 lb 36 lb 36 lb 36 lb 36 lb 1 pnl 2 pnl 2 pnl 2 pnl 1 pnl 1 pnl --sw --s- --s- --s- -es- --sw Page 42 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Load Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 2 pnl ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.32 F_v = 122 lb -e-- Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 246 kp_MS 1.00 Ballast: 21 lb ---w cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast 36 lb 34 lb 36 lb 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ---w AZ 3 cP_MU -0.49 F_v = 141 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 256 kp_MS 1.00 Ballast: 33 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 36 lb 34 lb 36 lb 2 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ---w AZ 3 cP_MU -0.46 F_v = 135 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 299 kp_MS 1.00 Ballast: 30 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Ballast Sharing:7 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 36 lb 40 lb 34 lb 36 lb 1 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 3 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl n--w AZ 1 cP_MU -0.97 F_v = 282 lb ic--nw AZ 3 cP_MU -0.44 F_v = 130 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 213 kp_MS 1.00 Ballast: 117 lb Anv= 341 kp_MS 1.00 Ballast: 26 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb n--w cP_MS -0.20 F_h = 11 lb ----cP_MS -0.20 F_h = 11 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:5 Modules 60 Drag Ballast:0 lb Ballast Sharing:8 Modules 60 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 36 lb 42 lb 34 lb 36 lb 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ---w AZ 3 cP_MU -0.32 F_v = 122 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 246 kp_MS 1.00 Ballast: 21 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 36 lb 34 lb 34 lb 36 lb 2 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ---w AZ 3 cP_MU -0.31 F_v = 116 lb ----AZ 3 cP_MU -0.30 F_v = 108 lb ----AZ 3 cP_MU -0.49 F_v = 141 lb -e-- Anv= 287 kp_MS 1.00 Ballast: 18 lb Anv= 369 kp_MS 1.00 Ballast: 13 lb Anv= 256 kp_MS 1.00 Ballast: 33 lb ---w cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -e--cP_MS -0.20 F_h = 11 lb Ballast Sharing:7 Modules 55 Drag Ballast:0 lb Ballast Sharing:9 Modules 55 Drag Ballast:0 lb Ballast Sharing:6 Modules 60 Drag Ballast:0 lb Ballast 34 lb 34 lb 34 lb 36 lb 3 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 2 kp_MU 1.00 Anh=6184 1.00 2 pnl ic--nw AZ 3 cP_MU -0.30 F_v = 112 lb ----AZ 3 cP_MU -0.30 F_v = 112 lb ----AZ 3 cP_MU -0.51 F_v = 149 lb -e-- Anv= 328 kp_MS 1.00 Ballast: 16 lb Anv= 328 kp_MS 1.00 Ballast: 16 lb Anv= 213 kp_MS 1.00 Ballast: 38 lb ----cP_MS -0.19 F_h = 10 lb ----cP_MS -0.19 F_h = 10 lb -es-cP_MS -0.20 F_h = 11 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:8 Modules 55 Drag Ballast:0 lb Ballast Sharing:5 Modules 60 Drag Ballast:0 lb Ballast 37 lb 34 lb 34 lb 36 lb 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 4 pnl RZ 3 kp_MU 0.98 Anh=5944 1.00 3 pnl 1 pnl ----AZ 3 cP_MU -0.32 F_v = 134 lb ----AZ 3 cP_MU -0.33 F_v = 141 lb ic--se -es- Anv= 246 kp_MS 1.00 Ballast: 29 lb Anv= 205 kp_MS 1.00 Ballast: 33 lb --s-cP_MS -0.19 F_h = 10 lb -es-cP_MS -0.19 F_h = 10 lb Ballast Sharing:6 Modules 55 Drag Ballast:0 lb Ballast Sharing:5 Modules 55 Drag Ballast:0 lb Ballast 36 lb 36 lb 36 lb 2 pnl 2 pnl 1 pnl --s- --s- -es- Page 43 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Block Counts Total # modules: 145 Total Array Weight: 22,050 lb Ballast Bay Key: Blocks # of pages: Roof 1 Arr 2 Total # Blocks: 418 Array Area: 4,475.4 sq. ft 3 <-- # of Blocks Required 6 FR Average Weight: 4.9 psf Subtotals Max -># of Deflectors: 0 Max Bay Weight: 153.9 lb Blk 69.75 102.25 69.75 69.75 69.75 0 0 Blocks 0 Blocks 0 0 2 2 4 n--w #Roof Zone 2 ne-- # Array Zone 1 ne-w Blocks Blocks 2 2 4 ---w #Roof Zone 2 -e-- # Array Zone 3 -e-w Blocks Blocks Blocks Blocks 2 2 2 2 14 n--w #Roof Zone 2 n--- #Roof Zone 2 ic--nw #Roof Zone 2 -e-- # Array Zone 1 Array Zone 1 Array Zone 3 n--w n----e-- Blocks Blocks Blocks Blocks 2 3 2 2 20 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 --sw -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 19 --sw # ic--sw #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks Blocks 2 2 2 2 18 ---w #Roof Zone 2 ---- #Roof Zone 2 ic--ne #Roof Zone 2 ne-- # Array Zone 3 Array Zone 3 Array Zone 1 ---w ---- ne-- Blocks Blocks Blocks Blocks 2 2 2 2 14 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 16 n--w #Roof Zone 2 ic--nw #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 n--w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 Page 44 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Total # modules: 145 Total Array Weight: 22,050 lb Ballast Bay Key: Blocks Total # Blocks: 418 Array Area: 4,475.4 sq. ft # of Blocks --> 3 0 0 Average Weight: 4.9 psf # of Deflectors: 0 Max Bay Weight: 153.9 lb 69.75 102.25 69.75 102.25 0 0 0 0 Blocks Blocks Blocks 2 2 2 n--w #Roof Zone 2 n--- #Roof Zone 2 ne-- # Array Zone 1 Array Zone 1 n--w ne-- Blocks Blocks Blocks Blocks Blocks 2 2 2 3 2 n--w #Roof Zone 2 n--- #Roof Zone 2 ic--nw #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 1 Array Zone 1 Array Zone 3 Array Zone 3 n--w n--------e-- Blocks Blocks Blocks Blocks Blocks 2 3 2 2 2 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 --sw --s- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 --sw # --s- # ic--sw #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks 2 2 2 ---w #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks 2 2 2 ---w #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 Page 45 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Block Counts Total # modules: 145 Total Array Weight: 22,050 lb Ballast Bay Key: Blocks # of pages: Roof 1 Arr 2 Total # Blocks: 418 Array Area: 4,475.4 sq. ft 3 <-- # of Blocks Required 6 FR Average Weight: 4.9 psf Subtotals Max -># of Deflectors: 0 Max Bay Weight: 153.9 lb Blk 69.75 102.25 69.75 69.75 69.75 20 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ic--ne #Roof Zone 2 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 1 ---w ---- ---- ----n--- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 2 ---- #Roof Zone 2 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- ---- --s- --s- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ic--se # --s- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 14 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 14 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ic--ne #Roof Zone 2 ne-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 1 ---w ---- ---- ne-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 21 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 Page 46 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Total # modules: 145 Total Array Weight: 22,050 lb Ballast Bay Key: Blocks Total # Blocks: 418 Array Area: 4,475.4 sq. ft # of Blocks --> 3 0 0 Average Weight: 4.9 psf # of Deflectors: 0 Max Bay Weight: 153.9 lb 69.75 102.25 69.75 102.25 n--- #Roof Zone 2 n--- #Roof Zone 2 ic--nw #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 1 Array Zone 1 Array Zone 3 Array Zone 3 n---n--------e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 --s- --s- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 --s- # --s- # ic--sw #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks 2 2 2 ---w #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks 2 2 2 ---w #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 n--w #Roof Zone 2 n--- #Roof Zone 2 ic--nw #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 1 Array Zone 1 Array Zone 3 Array Zone 3 n--w n--------e-- Blocks Blocks Blocks Blocks Blocks 2 3 2 2 2 ---w #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 2 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 --sw --s- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 --sw # --s- # ic--sw #Roof Zone 2 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks 2 2 2 Page 47 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Ballast Block Counts Total # modules: 145 Total Array Weight: 22,050 lb Ballast Bay Key: Blocks # of pages: Roof 1 Arr 2 Total # Blocks: 418 Array Area: 4,475.4 sq. ft 3 <-- # of Blocks Required 6 FR Average Weight: 4.9 psf Subtotals Max -># of Deflectors: 0 Max Bay Weight: 153.9 lb Blk 69.75 102.25 69.75 69.75 69.75 16 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 16 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 16 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 18 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 18 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 18 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 ---w ---- -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 20 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 --sw --s- --s- -es- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 18 --sw # --s- # --s- # --s- # -es- # Page 48 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Roof 1 Arr 2 Ballast Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Total # modules: 145 Total Array Weight: 22,050 lb Ballast Bay Key: Blocks Total # Blocks: 418 Array Area: 4,475.4 sq. ft # of Blocks --> 3 0 0 Average Weight: 4.9 psf # of Deflectors: 0 Max Bay Weight: 153.9 lb 69.75 102.25 69.75 102.25 ---w #Roof Zone 2 ---- #Roof Zone 3 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks 2 2 2 ---w #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks 2 2 2 ---w #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 ---w -e-- Blocks Blocks Blocks Blocks 2 2 2 2 n--w #Roof Zone 2 ic--nw #Roof Zone 2 ---- #Roof Zone 2 -e-- # Array Zone 1 Array Zone 3 Array Zone 3 n--w -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks 2 2 2 2 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 2 -e-- # Array Zone 3 Array Zone 3 Array Zone 3 ---w -----e-- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 n--w #Roof Zone 3 ic--nw #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 2 -e-- # Array Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 n--w ---- ---- -es- Blocks Blocks Blocks Blocks Blocks 2 2 2 2 2 ---w #Roof Zone 3 ---- #Roof Zone 3 ---- #Roof Zone 3 ic--se # -es- # Array Zone 3 Array Zone 3 Array Zone 3 --sw --s- -es- Blocks Blocks Blocks Blocks 2 2 2 2 --sw # --s- # --s- # -es- # Page 49 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Description Variable Value Unit Roof Pitch:0 in 12 Θ =0.0 degrees 1.00 Rafter Span 8.0 feet Rafter Spacing 2.0 feet Roofing:1.40 psf Decking:1.30 psf Rafter or Top Chord:@ 24 " O.C.0.89 psf Rafter Insulation:12 " Thick 0.48 psf Miscellaneous:3.00 psf Roof Pitch Adjustment:0.00 psf Rafter Subtotal, Dr =7.1 psf Purlin:@ 96 " O.C.1.52 psf Beam:@ 288 " O.C.3.03 psf Ceiling Subtotal, Dr =4.6 psf Roof Design Dead Load Round up?Dr =12.0 psf Roof Live Load Pitch reduction?Lr =20.0 psf Roof Snow Load Pf =0.0 psf 2x6 ROOF LOADING -- Santa Ana Existing Roof: Pitch Adjustment Factor Roof Dead Loads: Welded Membrane (TPO, PVC, EPDM, etc.) 1/2" Plywood or OSB Fiberglass Fire Sprinklers 3.125" x 18" GLB 8" x 42" GLB Yes No Page 50 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Area covered by the array:9753.2 sq. ft. Area of PV panels:7479.5 sq. ft. % of array area that is covered by panels:76.7% Specified Roof Live Load:Lo =20.0 psf Live Load Replacement Allowed?Yes Roof live load reduction (CBC 1607.12.2.1)R1 =0.60 R2 =1.00 Lr =12.0 psf Uniform Roof Snow Load:0.0 psf Existing Roof Dead Load:12.00 psf Roof Live Load Duration Factor (Wood):1.25 (NDS Table 2.3.2) Dead Load Duration Factor (Wood):0.9 (NDS Table 2.3.2) Existing Roof Load (Total including Duration Factors)22.9 psf Live Load Replacement: 76.7% * (12 / 1.25) =7.4 psf Allowable 5% increase per IBC 3403.3 1.15 psf Allowable Load Increase or Replacement:8.51 psf Max Allowable Added Dead Load:7.66 psf Max Allowable Added Dead Load:7.66 psf Ballasted PV Array Dead Load:4.85 psf 4.85 psf < 7.66 psf, Therefore OK Load replacement check Per CEBC 502.4 and by inspection, portions of the roof that are impacted by installation of the array will be subject to a net reduction in design loading. Therefore, the existing structure may remain unaltered. Santa Ana Gravity Check (CEBC 502.4): Due to operational constraints of the PV panels, live loads are not permitted to be placed on the PV panels. Therefore, in the area of the array, the change in loading is as follows: Page 51 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024 Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV Roof Length (N/S) Width (E/W)Area % Solid Weight (psf)Weight (lb) Existing Roof Dead Load 209 148 30858 100% 12.00 370296 Walls (Parallel to N/S)Length Height Area % Solid Weight (psf)Weight (lb) Exterior: Concrete Tilt Up 417 21 8549 50% 100 427425 Walls (Parallel to E/W)Length Height Area % Solid Weight (psf)Weight (lb) Exterior: Concrete Tilt Up 296 21 6068 50% 100 303400 Weight of Existing Structure: 1101121 lb Ballasted PV Array Estimated Dead Load:4.85 psf For PZSE Inc. Internal Approx. Area of Ballasted PV System 9753 Sq. Ft.Use only Approx. Weight of PV System 47306 lb 370296 lb Weight of E/W Walls 303400 lb 10% of Existing Weight 67370 lb 47307 lb 7.02% 67369.6 lb > 47307 lb, Therefore OK 370296 lb Weight of N/S Walls 427425 lb 10% of Existing Weight 79772 lb 47307 lb 5.93% 79772.1 lb > 47307 lb, Therefore OK Per CEBC 502.5, ASCE 7-16 11b.4, and by inspection; the increase in the lateral demand/capacity ratio of the existing structure due to the installation of the PV system is less than 10%. Therefore, the existing structure may remain unaltered. Weight of Existing Structure 10% Check - Diaphragm (N/S Direction) Note: The wall height used for this analysis is equal to half of the top story height plus the parapet height. Weight of Proposed PV System 10% Check - Diaphragm (E/W Direction) Weight of Roof Diaphragm Approx. Weight of PV System Percent Increase Santa Ana Lateral Check (CEBC 502.5 & ASCE 7-16 11B.1): Percent Increase Weight of Roof Diaphragm Approx. Weight of PV System Page 52 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024