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HomeMy WebLinkAbout2701 & 2721 S Harbor Bl - Plan© · · · © © © RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.6 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 57 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 25.08 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 136 Module Connector 114 Rail 153 Cam 114 Cam Claw 114 Deflector 57 Ballast Block 34 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 5522 ARRAY AREA (SQ. FT)1727 ARRAY LOAD (PSF) 3.20 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.6 PC-13 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 21 1 11 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 2 1 1 2 1 1 1 1 38.71' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 22 SOUTH ASSEMBLY 22 MIDDLE ASSEMBLY 70 NORTH SOUTH ASSEMBLY 0 PC-13 BALLAST LAYOUT - 1.6 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.7 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 82 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 36.08 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 190 Module Connector 164 Rail 208 Cam 164 Cam Claw 164 Deflector 82 Ballast Block 39 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 7595 ARRAY AREA (SQ. FT)2486 ARRAY LOAD (PSF) 3.05 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.7 PC-14 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 212 1 1 1 1 1 12 1 1 11 11 1 2 1 1 1 1 1 1 2 1 1 1 1 1 22 60.26' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 26 SOUTH ASSEMBLY 26 MIDDLE ASSEMBLY 112 NORTH SOUTH ASSEMBLY 0 PC-14 BALLAST LAYOUT - 1.7 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.10 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 10 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 4.4 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 24 Module Connector 20 Rail 28 Cam 20 Cam Claw 20 Deflector 10 Ballast Block 15 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 1266 ARRAY AREA (SQ. FT)303 ARRAY LOAD (PSF) 4.18 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.10 PC-17 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 2 2 2 1 11 11 22 21.48' 14.05' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 4 SOUTH ASSEMBLY 4 MIDDLE ASSEMBLY 12 NORTH SOUTH ASSEMBLY 0 PC-17 BALLAST LAYOUT - 1.10 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.11 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 4 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 1.76 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 12 Module Connector 8 Rail 13 Cam 8 Cam Claw 8 Deflector 4 Ballast Block 12 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 707 ARRAY AREA (SQ. FT)121 ARRAY LOAD (PSF) 5.87 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.11 PC-18 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 3 2 4 3 8.55' 14.05' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 4 SOUTH ASSEMBLY 4 MIDDLE ASSEMBLY 0 NORTH SOUTH ASSEMBLY 0 PC-18 BALLAST LAYOUT - 1.11 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.12 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 65 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 28.6 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 154 Module Connector 130 Rail 209 Cam 130 Cam Claw 130 Deflector 65 Ballast Block 196 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 11479 ARRAY AREA (SQ. FT)1970 ARRAY LOAD (PSF) 5.83 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.12 PC-19 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 63 7 2 4 2 2 2 2 3 1 1 1 4 1 1 2 2 4 1 1 2 2 5 1 2 3 4 2 2 2 3 4 8 1 3 3 3 6 4 2 3 3 6 4 2 2 3 5 5 2 3 4 6 3 3 4 3 4 44 54 60.26' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 24 SOUTH ASSEMBLY 24 MIDDLE ASSEMBLY 82 NORTH SOUTH ASSEMBLY 0 PC-19 BALLAST LAYOUT - 1.12 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.13 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 52 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 22.88 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 126 Module Connector 104 Rail 169 Cam 104 Cam Claw 104 Deflector 52 Ballast Block 133 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 8415 ARRAY AREA (SQ. FT)1575 ARRAY LOAD (PSF) 5.34 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.13 PC-20 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 33 2 2 2 2 3 2 2 2 2 3 3 2 2 3 2 3 3 2 2 3 2 3 3 2 2 3 2 3 2 2 2 3 3 4 4 3 2 1 2 3 4 5 4 3 1 2 5 1 22 38.71' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 22 SOUTH ASSEMBLY 22 MIDDLE ASSEMBLY 60 NORTH SOUTH ASSEMBLY 0 PC-20 BALLAST LAYOUT - 1.13 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.14 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 69 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 30.36 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 168 Module Connector 138 Rail 223 Cam 138 Cam Claw 138 Deflector 69 Ballast Block 102 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 8737 ARRAY AREA (SQ. FT)2090 ARRAY LOAD (PSF) 4.18 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.14 PC-21 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 22 1 2 2 2 2 2 2 2 1 1 2 1 2 1 2 2 2 2 1 2 2 2 2 1 2 2 2 2 2 1 1 2 1 2 2 1 1 2 2 1 1 1 2 2 1 1 2 1 1 2 1 1 1 1 1 2 2 1 1 1 11 1 2 55.95' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 30 SOUTH ASSEMBLY 30 MIDDLE ASSEMBLY 78 NORTH SOUTH ASSEMBLY 0 PC-21 BALLAST LAYOUT - 1.14 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.15 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 30 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 13.2 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 80 Module Connector 60 Rail 99 Cam 60 Cam Claw 60 Deflector 30 Ballast Block 26 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 3211 ARRAY AREA (SQ. FT)907 ARRAY LOAD (PSF) 3.54 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.15 PC-22 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 21 2 1 2 11 1 1 1 1 1 1 1 1 1 12 1 1 2 21.48' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 20 SOUTH ASSEMBLY 20 MIDDLE ASSEMBLY 20 NORTH SOUTH ASSEMBLY 0 PC-22 BALLAST LAYOUT - 1.15 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.16 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 30 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 13.2 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 80 Module Connector 60 Rail 84 Cam 60 Cam Claw 60 Deflector 30 Ballast Block 12 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 2728 ARRAY AREA (SQ. FT)907 ARRAY LOAD (PSF) 3.01 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.16 PC-23 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 2 1 21112 2 17.17' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 20 SOUTH ASSEMBLY 20 MIDDLE ASSEMBLY 20 NORTH SOUTH ASSEMBLY 0 PC-23 BALLAST LAYOUT - 1.16 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.17 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 75 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 33 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 184 Module Connector 150 Rail 206 Cam 150 Cam Claw 150 Deflector 75 Ballast Block 34 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 6929 ARRAY AREA (SQ. FT)2271 ARRAY LOAD (PSF) 3.05 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.17 PC-24 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 1 1 1 1 1 1 2 1 1 1 211 11 1 1 1 1 1 1 2 1 2 2 1 1 2 51.64' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 34 SOUTH ASSEMBLY 34 MIDDLE ASSEMBLY 82 NORTH SOUTH ASSEMBLY 0 PC-24 BALLAST LAYOUT - 1.17 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.18 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 31 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 13.64 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 82 Module Connector 62 Rail 96 Cam 62 Cam Claw 62 Deflector 31 Ballast Block 20 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 3082 ARRAY AREA (SQ. FT)937 ARRAY LOAD (PSF) 3.29 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.18 PC-25 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 21 1 11111 1 1 1 1 1 2 1 1 2 21.48' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 20 SOUTH ASSEMBLY 20 MIDDLE ASSEMBLY 22 NORTH SOUTH ASSEMBLY 0 PC-25 BALLAST LAYOUT - 1.18 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.19 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 61 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 26.84 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 142 Module Connector 122 Rail 155 Cam 122 Cam Claw 122 Deflector 61 Ballast Block 23 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 5455 ARRAY AREA (SQ. FT)1849 ARRAY LOAD (PSF) 2.95 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.19 PC-26 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 211 1 1 2 1 2 1 2 1 11 11 1 1 2 38.71' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 20 SOUTH ASSEMBLY 20 MIDDLE ASSEMBLY 82 NORTH SOUTH ASSEMBLY 0 PC-26 BALLAST LAYOUT - 1.19 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.20 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 42 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 18.48 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 104 Module Connector 84 Rail 131 Cam 84 Cam Claw 84 Deflector 42 Ballast Block 42 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 4657 ARRAY AREA (SQ. FT)1272 ARRAY LOAD (PSF) 3.66 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.20 PC-27 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 2 11 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 11 11 11 22 38.71' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 20 SOUTH ASSEMBLY 20 MIDDLE ASSEMBLY 44 NORTH SOUTH ASSEMBLY 0 PC-27 BALLAST LAYOUT - 1.20 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.21 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 11 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 4.84 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 28 Module Connector 22 Rail 35 Cam 22 Cam Claw 22 Deflector 11 Ballast Block 35 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 2004 ARRAY AREA (SQ. FT)333 ARRAY LOAD (PSF) 6.02 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.21 PC-28 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 5 4 2 1 5 3 4 2 2 4 3 21.48' 21.10' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 6 SOUTH ASSEMBLY 6 MIDDLE ASSEMBLY 10 NORTH SOUTH ASSEMBLY 0 PC-28 BALLAST LAYOUT - 1.21 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.22 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 12 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 5.28 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 30 Module Connector 24 Rail 34 Cam 24 Cam Claw 24 Deflector 12 Ballast Block 14 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 1390 ARRAY AREA (SQ. FT)363 ARRAY LOAD (PSF) 3.83 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.22 PC-29 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 22 1 2 1 2 1 1 2 17.17' 21.10' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 6 SOUTH ASSEMBLY 6 MIDDLE ASSEMBLY 12 NORTH SOUTH ASSEMBLY 0 PC-29 BALLAST LAYOUT - 1.22 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET ARRAY 1.2 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 50 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 22 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 128 Module Connector 100 Rail 170 Cam 100 Cam Claw 100 Deflector 50 Ballast Block 129 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 8148 ARRAY AREA (SQ. FT)1513 ARRAY LOAD (PSF) 5.39 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.2 PC-9 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 22 1 3 1 2 3 1 1 2 2 2 2 2 2 2 3 3 3 2 2 3 4 3 2 2 3 3 2 2 4 2 2 2 3 3 3 2 2 5 3 5 2 2 4 3 2 4 4 5 38.71' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 28 SOUTH ASSEMBLY 28 MIDDLE ASSEMBLY 44 NORTH SOUTH ASSEMBLY 0 09-REV3 PC-9 BALLAST LAYOUT - 1.2 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET ARRAY 1.4 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 69 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 30.36 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 178 Module Connector 138 Rail 200 Cam 138 Cam Claw 138 Deflector 69 Ballast Block 35 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 6522 ARRAY AREA (SQ. FT)2087 ARRAY LOAD (PSF) 3.12 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.4 PC-11 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 2 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1112 38.71' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 40 SOUTH ASSEMBLY 40 MIDDLE ASSEMBLY 58 NORTH SOUTH ASSEMBLY 0 09-REV3 PC-1 BALLAST LAYOUT - 1.4 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SETRACKING CONSTRUCTION SET GENERAL NOTES: 1. ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION PROVIDED BY CUSTOMER. PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING DETAILS AND ARRAY LAYOUT CONFIGURATIONS. ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY CUSTOMER AND INSTALLER. ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL. 2. REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS. NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT WARRANTY. 3. ARRAY SETBACKS: ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST PAGES. 4. REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION. 5. SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST BLOCKS. FOR MAXIMUM SYSTEM POINT LOAD SUMMARY (PLS), REFER TO CALCULATIONS. 6. PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM. SUPPORT STRUCTURE TO BE CHECKED BY OTHERS. 7. ALWAYS ALLOW A MINIMUM OF 6" CLEARANCE BETWEEN NEIGHBORING SUBARRAYS, 6" BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND 4' BETWEEN SUBARRAYS AND ROOF EDGES. REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH MAY GOVERN DESIGN. SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PREDICTED MOVEMENT HAVE THEIR OWN CLEARANCE REQUIREMENTS. REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS. 8. BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS: 3-3/4” THICK MAX., 7-5/8” ± 1/8” WIDTH, 15-5/8” ± 1/8” LENGTH. 9. IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON-LINEAR RESPONSE ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT. THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE. PANELCLAW IS NOT RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS. 10. DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX. 25% OF WIND SPEED DOCUMENTED IN SITE DESIGN CRITERIA TABLE. DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES. ARRAY CLEARANCES PER ASCE 7 CONDITION DESCRIPTION MINIMUM SEPARATION 1 BETWEEN SEPARATE SOLAR ARRAYS OF SIMILAR CONSTRUCTION (0.5) (Mpv) 2 BETWEEN A SOLAR ARRAY AND A FIXED OBJECT ON THE ROOF OR SOLAR ARRAY OF DIFFERENT CONSTRUCTION (Mpv) 3 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITH A QUALIFYING PARAPET (Mpv) 4 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITHOUT A QUALIFYING PARAPET (2.0) (Mpv) >= 4ft NOTE: SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING MUST BE PROVIDED TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT. SHEET INDEX NO.DESCRIPTION PC-1 COVER SHEET PC-2 PROJECT SUMMARY PC-3 ARRAY SITE MAP PC-4 TYPICAL ARRAY DIMENSIONS PC-5 ASSEMBLIES PC-6 RACKING COMPONENTS PC-7 BALLAST LEGEND PC-8 TO PC-29 BALLAST LAYOUT - 1 TO 22 PC-30 MECHANICAL ATTACHMENT DETAIL Site Design Criteria - Flat Roof PV System Basis of Design Roof Live Load (psf)20(see footnote 1) Ground Snow Pg (psf)0 Flat Roof Snow (psf)0 Snow Importance Factor (Is)1.0 Wind Design Data Basic Wind Speed (mph)95 Risk Category II Wind Exposure C Earthquake Design Data Risk Category II Importance Factor (Ie)1.00 Component Importance Factor (Ip)1.0 Mapped Acceleration Parameter (Ss)1.311 Mapped Acceleration Parameter (S1)0.470 Seismic Site Class D Design Spectral Acceleration Parameter (Sds)1.049 Design Spectral Acceleration Parameter (Sd1)0.573 Seismic Design Category (SDC)D Basic seismic-force-resisting system(s)ASCE 7 sec. 13.6.12 & roof anchors Base Design Shear = Fp x W 0.50 W Response Modification Factor (Rp)2.5 Analysis Procedure ASCE 7 sec. 13.6.12 & ASCE 7 sec. 13.3/4 Design Code (with local amendments)2022 CBC -ASCE 7 - 16 ALTERNATE DESIGN METHOD SEAOC PV1 1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines AERIAL PHOTO / SITE DIAGRAM THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10) TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL (SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK. APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 PC-1 COVER SHEET 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.3 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 98 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 43.12 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 236 Module Connector 196 Rail 297 Cam 196 Cam Claw 196 Deflector 98 Ballast Block 114 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 11366 ARRAY AREA (SQ. FT)2969 ARRAY LOAD (PSF) 3.83 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.3 PC-10 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 22 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 1 2 2 2 1 1 2 2 1 2 2 2 1 2 2 2 2 1 1 2 1 2 2 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 68.88' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 36 SOUTH ASSEMBLY 36 MIDDLE ASSEMBLY 120 NORTH SOUTH ASSEMBLY 4 PC-10 BALLAST LAYOUT - 1.3 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET ARRAY 1.21 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 11 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 4.84 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 28 Module Connector 22 Rail 35 Cam 22 Cam Claw 22 Deflector 11 Ballast Block 35 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 2004 ARRAY AREA (SQ. FT)333 ARRAY LOAD (PSF) 6.02 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.21 PC-28 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 5 4 2 1 5 3 4 2 2 4 3 21.48' 21.10' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 6 SOUTH ASSEMBLY 6 MIDDLE ASSEMBLY 10 NORTH SOUTH ASSEMBLY 0 09-REV3 PC-28 BALLAST LAYOUT - 1.21 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.4 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 69 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 30.36 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 178 Module Connector 138 Rail 200 Cam 138 Cam Claw 138 Deflector 69 Ballast Block 35 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 6522 ARRAY AREA (SQ. FT)2087 ARRAY LOAD (PSF) 3.12 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.4 PC-11 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 2 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1112 38.71' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 40 SOUTH ASSEMBLY 40 MIDDLE ASSEMBLY 58 NORTH SOUTH ASSEMBLY 0 PC-11 BALLAST LAYOUT - 1.4 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET ARRAY 1.22 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 12 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 5.28 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 30 Module Connector 24 Rail 34 Cam 24 Cam Claw 24 Deflector 12 Ballast Block 14 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 1390 ARRAY AREA (SQ. FT)363 ARRAY LOAD (PSF) 3.83 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.22 PC-29 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 22 1 2 1 2 1 1 2 17.17' 21.10' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 6 SOUTH ASSEMBLY 6 MIDDLE ASSEMBLY 12 NORTH SOUTH ASSEMBLY 0 09-REV3 PC-29 BALLAST LAYOUT - 1.22 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.5 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 22 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 9.68 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 66 Module Connector 44 Rail 67 Cam 44 Cam Claw 44 Deflector 22 Ballast Block 4 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 1860 ARRAY AREA (SQ. FT)663 ARRAY LOAD (PSF) 2.81 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.5 PC-12 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 1 1 1 1 8.55' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 22 SOUTH ASSEMBLY 22 MIDDLE ASSEMBLY 0 NORTH SOUTH ASSEMBLY 0 PC-12 BALLAST LAYOUT - 1.5 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 U-ANCHOR 2400 MECHANICAL ATTACHMENT ø 6.4 mm (0.25 in) RE V D E S C R I P T I O N PR E P CH E C K D A T E MECHANICAL ATTACHMENT WORST-CASE SERVICE LOAD (LB) HORIZONTAL (H)VERTICAL (V) WIND SEISMIC WIND MAXIMUM ALLOWABLE LOAD (LB) HORIZONTAL (H)VERTICAL (V) RACKING CONSTRUCTION SET PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 169 105 141 170 340 APPROVED FOR CONSTRUCTION PC-30 PC-30 PC-30 09-REV3 PC-30 MECH ATTACHEMENT DETAIL 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET ARRAY 1.7 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 82 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 36.08 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 190 Module Connector 164 Rail 208 Cam 164 Cam Claw 164 Deflector 82 Ballast Block 39 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 7595 ARRAY AREA (SQ. FT)2486 ARRAY LOAD (PSF) 3.05 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.7 PC-14 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 212 1 1 1 1 1 12 1 1 11 11 1 2 1 1 1 1 1 1 2 1 1 1 1 1 22 60.26' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 26 SOUTH ASSEMBLY 26 MIDDLE ASSEMBLY 112 NORTH SOUTH ASSEMBLY 0 09-REV3 PC-14 BALLAST LAYOUT - 1.7 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.8 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 121 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 53.24 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 298 Module Connector 242 Rail 383 Cam 242 Cam Claw 242 Deflector 121 Ballast Block 183 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 15446 ARRAY AREA (SQ. FT)3664 ARRAY LOAD (PSF) 4.22 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.8 PC-15 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 21 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 2 1 2 2 1 1 1 2 2 2 2 1 1 1 2 3 2 1 1 2 4 1 2 2 3 2 2 2 3 1 2 2 3 4 1 2 2 3 3 4 2 2 3 4 4 2 3 4 3 3 5 2 2 5 2 1 54 77.50' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 56 SOUTH ASSEMBLY 56 MIDDLE ASSEMBLY 130 NORTH SOUTH ASSEMBLY 0 PC-15 BALLAST LAYOUT - 1.8 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.9 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 37 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 16.28 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 84 Module Connector 74 Rail 111 Cam 74 Cam Claw 74 Deflector 37 Ballast Block 131 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 7150 ARRAY AREA (SQ. FT)1122 ARRAY LOAD (PSF) 6.37 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.9 PC-16 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 22 1 3 1 2 2 13 23 23 33 5 3 4 3 8 3 5 4 3 4 5 4 4 5 45 45 45 56 51.64' 35.21' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 10 SOUTH ASSEMBLY 10 MIDDLE ASSEMBLY 54 NORTH SOUTH ASSEMBLY 0 PC-16 BALLAST LAYOUT - 1.9 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: SITE MAP A PC-2NTS RACKING CONSTRUCTION SET PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 clawFRplus 10 Degree - 29 cm PROJECT PART QUANTITY ITEM PART NUMBER QTY Base 500050202 2542 BASE, 02, CFR Module Connector 500063302 2064 MODULE CONNECTOR, 1070, 10D, CFRP Rail 2000695 3085 RAIL, CFR Cam 5000630 2064 CAM, 10D, CFRP Cam Claw 2000854 2064 CAM CLAW, CFRP Deflector 200088704 1032 DEFLECTOR, 10D, 2200, CFR Bolt 2000697 10784 BLT, HEX FLG, TRI, M6X16, GR8.8, PATCH CONCRETE MASONRY UNIT N/A 1350 BLOCK, CONCRETE, 32.6 LB, - Xin x 8in x 16in NOMINAL, PARTNER SUPPLIED, SEE INSTALLATION MANUAL APPROVED FOR CONSTRUCTION MECHANICAL ATTACHMENT PART QUANTITY MA Hardware Kit 5000423 1 HW KIT, MA STRUT, 2500, CFR MA Strut 2000830 3 MA STRUT, CFR Mechanical Attachment TBD 3 To Be Determined (U-Anchor 2400) TOTAL MECHANICAL ATTACHMENT COUNT 3 PROJECT SUMMARY MODULE TYPE CANADIAN SOLAR CS3W-440MB-AG MODULE DIMENSIONS (IN.)83.94 X 41.26 X 1.18 NUMBER OF MODULES 1032 MODULE WATTAGE (W STC)440 SYSTEM SIZE (kW STC)454.08 SYSTEM WEIGHT (LB)124561 SYSTEM AREA (SQ FT.)31250 AGGREGATE SYSTEM LOAD (PSF)3.99 NUMBER OF ARRAYS 22 ARRAY TILT (DEG)9.73 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 Roof 1 PC-2 PROJECT SUMMARY 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: ARRAY SITE MAP A PC- NTS EXISTING ROOF PERIMETER ARRAY # (TYP) ROOF SETBACK (TYP) KEEPOUTS (TYP) # RACKING CONSTRUCTION SET NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED UPON INFORMATION PROVIDED TO PANELCLAW. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF THE SOLAR ARRAY. NOTIFY PANELCLAW OF ANY DISCREPANCIES. APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 ROOF NAME ROOF SETBACK (FT.) ROOF HEIGHT (FT) PARAPET HEIGHT (FT) ROOF TILT (DEG) Roof 1 10.00 32.00 3.0 2 KEEPOUT NAME KEEPOUT CLEARANCE (FT.) KEEPOUT HEIGHT (IN.) Group 1 1 12 Group 2 4 48 Group 3 4 12 3 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 173' 472' 174' 472' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 PC-3 ARRAY SITE MAP 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 U-ANCHOR 2400 MECHANICAL ATTACHMENT MA STRUT 3/8, 304 S.S.FLAT WASHER 3/8-16, 304 S.S. HARDWARE 1.25" LENGTH BOLT 3/8-16, 304 S.S. HEX FLANGE NUT M6, HARDWARE 16MM LENGTH BOLT STRUT BRACKET U-BRACKET U-ANCHOR 2400 MECHANICAL ATTACHMENT: MANUFACTURED BY OTHERS NOTE: THIS DETAIL IS GENERIC IN NATURE AND IS INTENDED ONLY TO SHOW TYPICAL MECHANICAL ATTACHMENT ASSEMBLY LOCATIONS. REFER TO INDIVIDUAL ARRAY LAYOUTS FOR REQUIRED LOCATIONS. MECHANICAL ATTACHMENT SOUTH EDGE APPLICATION CENTERED BELOW MODULES MECHANICAL ATTACHMENT SOUTH EDGE APPLICATION CENTERED BETWEEN MODULES MECHANICAL ATTACHMENT INTERIOR APPLICATION CENTERED BETWEEN MODULES MECHANICAL ATTACHMENT NORTH EDGE APPLICATION CENTERED BETWEEN MODULES MECHANICAL ATTACHMENT INTERIOR APPLICATION CENTERED BELOW MODULES TRANSPARENT PV SOLAR MODULE MA STRUT MECHANICAL ATTACHMENT NORTH EDGE APPLICATION CENTERED BELOW MODULES ø 6.4 mm (0.25 in) RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: MECHANICAL ATTACHMENT DETAIL B N.T.S.SCALE: MECHANICAL ATTACHMENT DETAIL C N.T.S. SCALE: MECHANICAL ATTACHMENTLOCATION DETAIL A N.T.S. MECHANICAL ATTACHMENT WORST-CASE SERVICE LOAD (LB) 1. HORIZONTAL LOAD H MAY ACT IN ANY DIRECTION 2. WORKING LOADS = ALLOWABLE LOADS (i.e. NON-FACTORED) HORIZONTAL (H)VERTICAL (V) WIND SEISMIC WIND MAXIMUM ALLOWABLE LOAD (LB) HORIZONTAL (H)VERTICAL (V) RACKING CONSTRUCTION SET PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 169 105 141 170 340 APPROVED FOR CONSTRUCTION PC-30 PC-30 PC-30 PC-30 MECHANICAL ATTACHMENT DETAIL 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 A (REPEAT DIMENSION EAST-WEST) PL (PANEL LENGTH) M (PROJECTED PANEL WIDTH) B (REPEAT DIMENSION NORTH-SOUTH) C J PT P D PW D ° O W K X 18 mm (0.709 in) 'L' RAIL INSTALLATION: USE THE OUTER SET OF HOLES WHEN INSTALLING RAILS BETWEEN MODULES. N G 32 . 9 m m ( 1 . 2 9 5 i n ) S (ON-MODULE BASE SPACING) L (BETWEEN-MODULE BASE SPACING)R AEBE RAIL ON “L” SPACING IS ALWAYS ON TOP OF RAIL ON “S” SPACING. THIS INSTALLATION SEQUENCE IS CRITICAL TO SYSTEM PERFORMANCE. FOR MORE INFORMATION REVIEW THE INSTALLATION MANUAL AND VIDEOS. RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: ARRAY TOP VIEW B NTSSCALE: ARRAY CROSS SECTION VIEW A NTS SCALE: RAIL DETAIL C NTS RACKING CONSTRUCTION SET PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 INSTALLED ARRAY DIMENSIONS A B C D G J K M N O P R W X Theta (DEG) D/J (#:1) G.C.R.* mm 2150 1314 121 281 111 177 209 1033 81 59 92 440 255 138 9.73 1.58 0.80UNITS inches 84.65 51.72 4.75 11.05 4.37 6.97 8.23 40.67 3.20 2.31 3.61 17 5/16 10.05 5.42 9.73 1.58 0.80 * G.C.R = (PW) / B INSTALLATION MEASUREMENTS AEBE S L CAM SPACING* mm 410 1250 900 49UNITS inches 16 3/16 49 3/16 35 7/16 1 15/16 *CAM SPACING SHOWN ON ASSEMBLIES PAGE. MODULE DIMENSIONS PL PW PT mm 2132 1048 30UNITS inches 83.94 41.26 1.18 PC-4 PC-4 PC-4 APPROVED FOR CONSTRUCTION 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 PC-4 TYPICAL ARRAY DIMENSIONS 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 BASE HOLE "2" BASE HOLE "1" BASE HOLE "1" BASE HOLE "2" BASE HOLE "3" BASE HOLE "3" BASE HOLE "1"BASE HOLE "3"BASE HOLE "1"BASE HOLE "3"BASE HOLE "3"BASE HOLE "1"BASE HOLE "3"BASE HOLE "2" ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER CAM SPACING RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: CAM SPACING DETAIL A NTS SCALE: NORTH ASSEMBLY B NTS SCALE: SOUTH ASSEMBLY D NTS SCALE: MIDDLE ASSEMBLY C NTS SCALE: NORTH SOUTH ASSEMBLY E NTS SCALE: EXAMPLE ARRAY CONSTRUCTION F NTS RACKING CONSTRUCTION SET PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 APPROVED FOR CONSTRUCTION 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 PC-5 PC-5 PC-5 PC-5 PC-5 PC-5 STANDARD ASSEMBLY QUANTITY NORTH ASSEMBLY 474 SOUTH ASSEMBLY 474 MIDDLE ASSEMBLY 1112 NORTH SOUTH ASSEMBLY 4 NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE CAM SPACING mm 49UNITS inches 1 15/16 PC-5 ASSEMBLIES 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 NOTE: EXAMPLE BALLASTING SHOWN ON THIS PAGE IS FOR REFERENCE ONLY AND DO NOT REFLECT TYPICAL BALLAST PLACEMENT. REFER TO BALLAST MAP SHEETS FOR ARRAY SPECIFIC BALLAST REQUIREMENTS. BASE RAIL DEFLECTOR CAM BRACKET AND CAM CLAW TRANSPARENT MODULE MODULE CONNECTOR RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: CAM BRACKET C NTS SCALE: CAM CLAW B NTS SCALE: RAIL F NTS SCALE: BASE D NTS SCALE: MODULE CONNECTOR E NTSSCALE: DEFLECTOR G NTS SCALE: EXAMPLE RAIL AND BLOCK CONFIGURATION A NTS RACKING CONSTRUCTION SET PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA APPROVED FOR CONSTRUCTION 25.02.04.0 v3.0.9406.0.5 PC-6 PC-6 PC-6 PC-6 PC-6 PC-6PC-6 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 PC-6 RACKING COMPONENTS 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 NOTE: EXAMPLE BALLASTING SHOWN ON THIS PAGE IS FOR REFERENCE ONLY AND DO NOT REFLECT TYPICAL BALLAST PLACEMENT. REFER TO BALLAST MAP SHEETS FOR ARRAY SPECIFIC BALLAST REQUIREMENTS. BASE RAIL DEFLECTOR CAM BRACKET AND CAM CLAW TRANSPARENT MODULE MODULE CONNECTOR RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1" 2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: CAM BRACKET C NTS SCALE: CAM CLAW B NTS SCALE: RAIL F NTS SCALE: BASE D NTS SCALE: MODULE CONNECTOR E NTSSCALE: DEFLECTOR G NTS SCALE: EXAMPLE RAIL AND BLOCK CONFIGURATION A NTS RACKING CONSTRUCTION SET PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA APPROVED FOR CONSTRUCTION 25.02.04.0 v3.0.9406.0.5 PC-6 PC-6 PC-6 PC-6 PC-6 PC-6PC-6 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 06-REV3 PC-6 RACKING COMPONENTS 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 MECHANICAL ATTACHMENT AT INDICATED LOCATION NOTE: EXAMPLE BALLAST AND ATTACHMENTS SHOWN ON THIS PAGE ARE FOR REFERENCE ONLY. REFER TO BALLAST MAP SHEETS FOR ARRAY SPECIFIC BALLAST/ATTACHMENT REQUIREMENTS. BALLAST QUANTITY: "#"=QUANTITY OF BALLAST BLOCK INSTALLEDCENTERED UNDER MODULE IF NO BALLAST QUANTITY SHOWN, DO NOT PLACE BALLAST SEE INSTALLATION MANUAL FOR NOTES ON INSTALLING MORE THAN FOUR BALLAST BLOCKS PER MODULE DO NOT INSTALL ADDITIONAL RAIL TO HOLDBALLAST ON MODULES WITH NO BALLASTSHOWN. MODULES LONGER THAN 2100 MM WITH 7 OR 8 BALLAST BLOCKS REQUIRE TWO (2) RAILS. 6 2 2 2 4 2 855 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: ARRAY TOP VIEW B NTSSCALE: ARRAY CROSS SECTION VIEW A NTS RACKING CONSTRUCTION SET PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA APPROVED FOR CONSTRUCTION 25.02.04.0 v3.0.9406.0.5 PC-7 PC-7 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 PC-7 BALLAST LEGEND 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.1 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 4 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 1.76 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 12 Module Connector 8 Rail 14 Cam 8 Cam Claw 8 Deflector 4 Ballast Block 17 Mechanical Attachment 3 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 891 ARRAY AREA (SQ. FT)121 ARRAY LOAD (PSF) 7.39 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) N/A CONDITION 2 (in.) N/A CONDITION 3 (in.) N/A CONDITION 4 (in.) N/A APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.1 PC-8 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 48 14 8.55' 14.05' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 4 SOUTH ASSEMBLY 4 MIDDLE ASSEMBLY 0 NORTH SOUTH ASSEMBLY 0 PC-8 BALLAST LAYOUT 1.1 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET ARRAY 1.19 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 61 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 26.84 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 142 Module Connector 122 Rail 155 Cam 122 Cam Claw 122 Deflector 61 Ballast Block 23 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 5455 ARRAY AREA (SQ. FT)1849 ARRAY LOAD (PSF) 2.95 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.19 PC-26 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 211 1 1 2 1 2 1 2 1 11 11 1 1 2 38.71' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 20 SOUTH ASSEMBLY 20 MIDDLE ASSEMBLY 82 NORTH SOUTH ASSEMBLY 0 09-REV3 PC-26 BALLAST LAYOUT - 1.19 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.2 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 50 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 22 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 128 Module Connector 100 Rail 170 Cam 100 Cam Claw 100 Deflector 50 Ballast Block 129 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 8148 ARRAY AREA (SQ. FT)1513 ARRAY LOAD (PSF) 5.39 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.2 PC-9 3 R e v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 2 3 1 U p d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y R H 20 2 5 - 0 4 - 0 9 0 I n i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 22 1 3 1 2 3 1 1 2 2 2 2 2 2 2 3 3 3 2 2 3 4 3 2 2 3 3 2 2 4 2 2 2 3 3 3 2 2 5 3 5 2 2 4 3 2 4 4 5 38.71' 77.53' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 28 SOUTH ASSEMBLY 28 MIDDLE ASSEMBLY 44 NORTH SOUTH ASSEMBLY 0 PC-9 BALLAST LAYOUT - 1.2 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET ARRAY 1.20 ROOF INFORMATION ROOF HEIGHT (FT)32.00 PARAPET HEIGHT (FT) 3.0 ROOF TILT (DEG) 2 ROOF TYPE TPO SPECIFICATIONS NUMBER OF MODULES 42 MODULE POWER (W) 440 ARRAY OUTPUT (Kw) 18.48 ARRAY AZIMUTH 179 PART QUANTITIES ITEM QTY Base 104 Module Connector 84 Rail 131 Cam 84 Cam Claw 84 Deflector 42 Ballast Block 42 LOADING DETAILS SINGLE MODULE WT (LB) 62.6 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 4657 ARRAY AREA (SQ. FT)1272 ARRAY LOAD (PSF) 3.66 ARRAY CLEARANCES PER ASCE 7 CONDITION 1 (in.) 4 CONDITION 2 (in.) 7 CONDITION 3 (in.) 7 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 BALLAST LAYOUT - 1.20 PC-27 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 1/6" = 1'-0" 2 11 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 11 11 11 22 38.71' 70.48' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 20 SOUTH ASSEMBLY 20 MIDDLE ASSEMBLY 44 NORTH SOUTH ASSEMBLY 0 09-REV3 PC-27 BALLAST LAYOUT - 1.20 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 UPUPUPUP UP UP S H A R B O R B L V D W CENTRAL AVE S Y A L E S T UNIT A UNIT B UNIT B 169 SF (E) OFFICE 64,803 SF (E) WAREHOUSE UNIT B UNIT A UNIT C VACANT 4/29/2022 12:31:57 PM 2701 S HARBOR BLVD SANTA ANA, CA 92704 PP1 NO R T H 0'50'100'200'25'SCALE:1" = 50'-0"1 SITE PLAN SITE PLAN U T R P N L J I H 24 27 30222526232829 31 32 33 V S Q O M K D 17141312111098765 G F E 2120 C 1 2 A B 3 4 15 16 18 19 UNIT B UNIT A UNIT C 21 ' - 0 1 / 2 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 60 ' - 0 " 39 ' - 1 0 " 1' - 2 " 46 2 ' - 0 1 / 2 " 42' - 6 1/2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" 1' - 0" 20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"21' - 2" 644' - 8 1/2" PP3 1 PP5 1 PP7 1 4/29/2022 12:31:58 PM 2701 S HARBOR BLVD SANTA ANA, CA 92704 PP2 NO R T H 0'30'90'180'SCALE:1" = 30'-0"1 OVERALL BUILDING FLOOR PLAN OVERALL BUILDING FLOOR PLAN N L J I H 24 27 30222526232829 31 32 33 O M K D 17141312111098765 G F E 2120 C 1 2 A B 3 4 15 16 18 19 42' - 6 1/2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"1' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"21' - 2" 644' - 8 1/2" 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 60 ' - 0 " 39 ' - 1 0 " 1' - 2 " 32 1 ' - 0 " 4,731 SF WAREHOUSE 1 6,232 SF WAREHOUSE 2 72,415 SF MANUFACTURING 7,300 SF WAREHOUSE 3 2,404 SF WAREHOUSE 4 1,768 SF BREAK AREA 2,196 SF LAZER ROOM 757 SF MANUFACTURING 458 SF MANUFACTURING 1,023 SF PAINT ROOM 1,213 SF STORAGE 1,120 SF OPEN OFFICE 202 SF OFFICE 153 SF OFFICE 138 SF SPRAY BOOTH 80 7 S F AC C O U N T I N G / HR 893 SF TRUCK DOCK PP4 1 120' - 9 3/4" 81 ' - 7 " 13' - 11" 15 ' - 6 1 / 2 " 18' - 10" 202' - 7 1/4" 19 ' - 9 " 61 ' - 8 " 11 ' - 9 1 / 2 " 66 ' - 5 1 / 2 " 39' - 7 1/4"26' - 5" 60 ' - 3 3 / 4 " 23 2 ' - 9 1 / 4 " 23' - 11 3/4" 80 ' - 2 " 47' - 3" 18 ' - 1 1 1 / 2 " 41' - 1"119' - 3"121' - 1 1/2" 39 ' - 1 0 " PP4 4 PP4 3 PP4 2 4/29/2022 12:32:01 PM 2701 S HARBOR BLVD SANTA ANA, CA 92704 PP3 NO R T H 0'20'80'40'SCALE:1" = 20'-0"1 LEVEL 1 FLOOR PLAN UNIT A - OVERALL FLOOR PLAN N L J I HOMK DGFE 1 2 SUITE B 189 SF OFFICE 196 SF OFFICE 166 SF OFFICE 160 SF OFFICE 167 SF OFFICE 274 SF OFFICE 227 SF LOBBY 167 SF OFFICE 355 SF OPEN OFFICE 169 SF OFFICE 226 SF OFFICE 197 SF OFFICE 162 SF OFFICE 168 SF OFFICE 164 SF OFFICE 356 SF CONFERENCE ROOM 147 SF OFFICE 119 SF OFFICE 445 SF OFFICE 190 SF OFFICE 629 SF OPEN OFFICE 231 SF BREAK ROOM 185 SF MENS TOILET ROOM 184 SF WOMENS TOILET ROOM 31 SF JANITORS ROOM 185 SF TI ROOM 154 SF WOMENS TOILET ROOM 170 SF MENS TOILET ROOM 270 SF SAFE 97 SF STORAGE ROOM 91 SF STORAGE ROOM 279 SF OFFICE 92 SF Room 1,274 SF HALLWAY482 SF HALLWAY 12 SF JANITORS ROOM 232' - 9 1/4" 41 ' - 8 " N L JMK 14 13 1,479 SF STORAGE 80' - 2" 18 ' - 1 0 " 19 ' - 1 " I 24 75 SF VESTIBULE 53 SF GENDER NEUTRAL TOILET ROOM 53 SF GENDER NEUTRAL TOILET ROOM N L JMK 14 13 807 SF ACCOUNTING/ HR 268 SF MENS TOILET ROOM 268 SF WMS TOILET ROOM 228 SF VESTIBULE 4/29/2022 12:32:03 PM 2701 S HARBOR BLVD SANTA ANA, CA 92704 PP4 NORTH 0'8'16'4' SCALE:1/8" = 1'-0"1 LEVEL 1 OFFICE FLOOR PLANS SCALE:1/8" = 1'-0"4 MEZZANINE FLOOR PLAN SCALE:1/4" = 1'-0"2 LEVEL 1 WH GENDER NEUTRAL TOILET ROOMS SCALE:1/8" = 1'-0"3 LEVEL 1 WH OFFICE FLOOR PLANS UNIT A - ENLARGED FLOOR PLANS NORTH 0'10'20' NORTH 0'10'20' NORTH 0'10'20' U T R P N L J I H V S Q O M K 1714131211109876512 42' - 6 1/2"60' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"60' - 0"59' - 7" 402' - 1 1/2" 21 ' - 0 1 / 2 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 28 1 ' - 0 1 / 2 " 89,125 SF WAREHOUSE 225 SF MENS TOILET ROOM 222 SF WOMENS TOILET ROOM 583 SF ELECTRICAL AND STORAGE ROOM 395 SF OFFICE 251 SF OFFICE 286 SF OFFICE 195 SF OFFICE 2,967 SF OPEN OFFICE 571 SF CONFEREENCE ROOM 203 SF OFFICE 411 SF OPEN OFFICE 703 SF OPEN OFFICE 10 3 S F VE S T I B U L E 129 SF OFFICE 102 SF OFFICE MEZZANINE ABOVE 30' - 6" 40 ' - 9 " 20 ' - 0 " 10 8 ' - 5 " 6' - 3 1 / 2 " 13 ' - 1 " 41' - 9" 16 ' - 1 " 6' - 1 1 " 10' - 1"14' - 0" 20 ' - 0 3 / 4 " 79' - 11"109' - 8" 18 ' - 9 " 23' - 1 1/4"39' - 8" 18 ' - 9 " 5' - 4"25' - 5 1/2" 20 ' - 1 0 " PP6 1 4/29/2022 12:32:04 PM 2701 S HARBOR BLVD SANTA ANA, CA 92704 PP5 NO R T H 2'4'8' SCALE:1/16" = 1'-0"1 LEVEL 1 FLOOR PLAN UNIT B - OVERALL FLOOR PLAN U V 131211109876 86 SF MENS TOILET ROOM 141 SF SHOWERS 441 SF LOCKER ROOM 276 SF OFFICE 216 SF OFFICE 1,065 SF OPEN OFFICE 243 SF OFFICE 334 SF OFFICE 141 SF OFFICE 74 SF CLOSET 188 SF OFFICE24 ' - 5 " 181' - 3 3/4" 4/29/2022 12:32:04 PM 2701 S HARBOR BLVD SANTA ANA, CA 92704 PP6 NO R T H 0'10'20'SCALE:1/8" = 1'-0"1 UNIT B - LEVEL 2 FLOOR PLAN UNIT B - MEZZANINE FLOOR PLAN UPUP U T R P N L J I H 24 27 30222526232829 31 32 33 V S Q O M K MEZZANINE ABOVE 64,803 SF (E) WAREHOUSE 169 SF (E) OFFICE 51 SF GENDER NEUTRAL TOILET ROOM 12 SF CLOSET 52 SF STORAGE ROOM 456 SF BREAK ROOM 289 SF OFFICE 1' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"21' - 2" 21 ' - 0 1 / 2 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 28 1 ' - 0 1 / 2 " 7' - 4"187' - 7 1/4" 24 ' - 5 " 20 ' - 3 3 / 4 " 7' - 7 3 / 4 " 41' - 6"20' - 0 3/4" 39 ' - 9 1 / 2 " 29' - 8" (E) STAND PIPE PP8 1 2120 242' - 2" 4/29/2022 12:32:05 PM 2701 S HARBOR BLVD SANTA ANA, CA 92704 PP7 SCALE:1/16" = 1'-0"1 UNIT C - LEVEL 1 FLOOR PLAN NO R T H 2'4'8' UNIT C - OVERALL FLOOR PLAN U 24 27 30222526232829 V 80 SF MEN'S TOILET ROOM 10 SF CLOSET 36 SF VESTIBULE 111 SF OFFICE 307 SF OFFICE 506 SF OFFICE 468 SF OFFICE 273 SF OFFICE 225 SF OFFICE 204 SF OFFICE 880 SF BREAK ROOM 88 SF WOMEN'S TOILET ROOM 35 SF VESTIBULE 19 SF JANITOR'S AREA 21 ' - 0 1 / 2 " 24 ' - 5 " 7' - 4"187' - 7 1/4" 62 SF VESTIBULE 20 4/29/2022 12:32:06 PM 2701 S HARBOR BLVD SANTA ANA, CA 92704 PP8 SCALE:1/8" = 1'-0"1 UNIT C - LEVEL 2 FLOOR PLAN NO R T H 0'10'20' UNIT C - MEZZANINE FLOOR PLAN “” ” ” © © © © © © AVERAGE AC VOLTAGE DROP FROM POI TO INVERTERS: 1.99% ⁰ ⁰ ⁰ ⁰ © TABLE 250.102(C)(1) SIZE OF LARGEST UNGROUNDED CONDUCTOR OR EQUIVALENT AREA FOR PARALLEL CONDUCTORS (AWG/KCMIL) SIZE OF GROUNDED CONDUCTOR OR BONDING JUMPER (AWG/KCMIL) COPPER ALUMINUM OR COPPER-CLAD ALUMINUM COPPER ALUMINUM OR COPPER-CLAD ALUMINUM 2 OR SMALLER 1/0 OR SMALLER 8 6 1 OR 1/0 2/0 OR 3/0 6 4 2 OR 2/0 4/0 OR 250 4 2 OVER 3/0 THROUGH 350 OVER 250 THROUGH 500 2 1/0 OVER 350 THROUGH 600 OVER 500 THROUGH 900 1/0 3/0 OVER 600 THROUGH 1100 OVER 900 THROUGH 1750 2/0 4/0 OVER 1100 OVER 1750 REFER TO NOTES IN NEC TABLE 250.102(C)(1) TABLE 250.122 OVERCURRENT DEVICE CIRCUIT NOT EXCEEDING (AMPERES) SIZE (AWG OR KCMIL) COPPER ALUMINUM 15 14 12 20 12 10 60 10 8 100 8 6 200 6 4 300 4 2 400 3 1 500 2 1/0 600 1 2/0 800 1/0 3/0 1000 2/0 4/0 1200 3/0 250 1600 4/0 350 2000 250 400 2500 350 600 3000 400 600 4000 500 750 © MAXIMUM CONDUIT HARDWARE SPACING CONDUIT TYPE ENCLOSURE TO SUPPORT (A) SUPPORT TO SUPPORT (B)NEC ARTICLE ELECTRICAL METALLIC TUBING (EMT)3'10'358 INTERMEDIATE METAL CONDUIT (IMC)3'10'342 RIGID METAL CONDUIT (RMC)3'10'344 LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC)1'4.5'350 PVC (SCH40 & 80) [0.5" - 1"]3'3'352 PVC (SCH40 & 80) [1.25" - 2"]3'5'352 PVC (SCH40 & 80) [2.5" - 3"]3'6'352 PVC (SCH40 & 80) [3.5" - 5"]3'7'352 PVC (SCH40 & 80) [6"]3'8'352 © © © · · TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS · · PV SYSTEM INSTALLER INFORMATION INSTALLATION COMPANY: EMERGENCY PHONE #: · WARNING: PHOTOVOLTAIC POWER SOURCE · RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM · DANGER HIGH VOLTAGE KEEP AWAY · · ·· · · · · · · · · · · · © Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 1 / 23 July 29, 2024 Subject: Final Structural Report for CPT Harbor Ana 2721 S Harbor Blvd, Santa Ana, CA 92704 To: Loic Ipoua Project Engineer II Powerflex – EDF Renewables 805 Third Avenue New York, NY 10022 Via email: loic.ipoua@powerflex.com From: Barrett Crook, PE Sepehr Dara, PhD, PE Summary Acros Energy was retained by Powerflex to assess CPT Harbor Ana building located at 2721 S Harbor Blvd, Santa Ana, CA, 92704 for addition of photovoltaic (PV) solar arrays to its roof. The building is a one-story steel and wood framed structure which appears to have been built in 2000. The roof framing consists of 2x4 wood purlins spanning 8 ft to open web steel joists, which in turn are supported by open web steel girders. The building has a 4-ply built up roofing supported by ½-inch OSB sheathing deck. Acros has determined that the existing roof is feasible for added solar PV arrays up to the following limit: PV Reserve Capacity = 9 psf For total PV system weight limit, concentrated point load capacity, and attachment strengths refer to the body of this report. The selected racking manufacturer is to design the system within the limitations prescribed in this report. Acros Energy has reviewed the racking drawings and calculation set by PanelClaw dated 2025-04-28 and found them to follow the results of the evaluation presented in this report. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 2 / 23 Table of Contents 1. Introduction ..................................................................................................................................... 3 2. Applicable Local Codes..................................................................................................................... 3 3. Roof Framing Reserve Capacity ....................................................................................................... 4 4. Approved PV system Installation Zone ............................................................................................ 4 5. Total PV System Weight ................................................................................................................... 5 6. Concentrated Point Load Capacity and Attachment Strengths ....................................................... 5 7. Terms and Limitations ..................................................................................................................... 6 Appendix A - Calculations ......................................................................................................................... 7 Appendix B – Roof Framing and Pallet Staging Plans ............................................................................. 21 Appendix C – Racking Documents .......................................................................................................... 22 Appendix D – Rooftop Equipment Racking and Attachment .................................................................. 23 Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 3 / 23 1. Introduction Acros Energy was retained by Powerflex to assess CPT Harbor Ana building located at 2721 S Harbor Blvd, Santa Ana, CA, 92704 for addition of photovoltaic (PV) solar arrays to its roof. The building is a one-story steel and wood framed structure which appears to have been built in 2000. The roof framing consists of 2x4 wood purlins spanning 8 ft to open web steel joists, which in turn are supported by open web steel girders. The building has a 4-ply built up roofing supported by ½-inch OSB sheathing deck. The scope of this report includes the assessment of the roof framing of the above referenced building for PV addition. 2. Applicable Local Codes The analysis was performed based on the local building code design requirements. The performed design checks satisfy the requirements of the 2022 California Building Code, as published by the California Building Standards Commission, which references the following: 2021 International Building Code Minimum Design Loads for Buildings and Other Structures, ASCE 7-16 Specifications for Structural Steel Buildings, ANSI/AISC 360-16 Standard Specifications for Steel Joists and Joist Girders, SJI 100-20, 45th Edition ANSI/AWC NDS-2018 National Design Specification (NDS) for Wood Construction Per the local building code, the snow load and live load are as follows: Ground Snow Load 0 psf Minimum Design Roof Snow Load 0 psf Design Roof Snow Load 0 psf Roof Live Load 20 psf (Reducible) Note that these design criteria are only to be used for the evaluation of the existing structure and should not be used for the design of the racking system. The racking designer and/or manufacturer is responsible for determining the site-specific criteria and design loads per the requirements of the local jurisdiction. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 4 / 23 3. Roof Framing Reserve Capacity The structure was analyzed for the estimated dead load listed below together with the proposed PV addition. Dead Load breakdown is based on the dead load observed at the site and snow load is from the governing building code. Acros visited the site on 12/04/2023 and documented the roof framing members, which were analyzed, and their design checked against the listed loads. Acros found the roof framing members to have adequate capacity to support the listed loads. Estimated Loads: Roofing and Insulation 4.0 psf OSB Deck 2.0 psf Framing 4.0 psf 2x4 Purlin 1.0 psf Sprinkler + MEP + Miscellaneous 3.0 psf Total Girder Dead Load 14.0 psf PV 9.0 psf Snow Load 0.0 psf Total Load 23.0 psf Per 2022 California Building Code section 1607.14.4, roof live loads need not be applied to the area covered by photovoltaic panels where the clear space between the panels and the roof surface is 24 inches or less. The PV reserve capacity for this roof is given with the understanding that low profile solar panels with a maximum height of 24 inches, and live load is taken as zero. Moreover, per 2022 California Existing Building Code section 503.3, an existing structure shall be replaced or altered as needed only if an alteration causes an increase in total design loads of more than 5 percent. Therefore, based on Acros’ analysis, the existing roof at CPT Harbor Ana building located at 2721 S Harbor Blvd, Santa Ana, CA, 92704, is feasible for added solar PV arrays up to 9 psf. 4. Approved PV system Installation Zone The green shaded area below has a reserve capacity of 9 psf. No solar PV arrays should be placed on the red marked areas. The roof areas subject to ponding, if any, are highlighted with red in the plan below. The additional load due to ponding is calculated in accordance with IBC Section 1611. It is critical to inspect and maintain the primary and secondary roof drainage systems to ensure proper operation at all times. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 5 / 23 5. Total PV System Weight The total PV system weight added to the roof of the building should be limited to the following value: Maximum Total PV System Weight 182,600 lbs The above weight is in accordance with the 2022 California Existing Building Code Sections 503.4: Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition and/or alteration considered is not more than 10 percent greater than its demand-capacity ratio with the addition and/or alteration ignored shall be permitted to remain unaltered. If the demand- capacity ratio is increased by more than 10 percent, the subject structural element is checked against the applicable Code criteria for new structures. 6. Concentrated Point Load Capacity and Attachment Strengths Maximum Concentrated Downward Load For concentrated loads spaced at 4.25ft over the 2x4 purlins, the concentrated downward loads imposed to the existing structure from the racking support points should be limited to the following values: For Dead Load Only 144 lbs For Dead Load + Wind Load 292 lbs Attachment Strengths Attachment strengths have been provided below for PanelClaw racking system with U-bracket. It is essential to restrict the loads on the attachments to the following values. All fasteners must be at least 1 inch embedded into sheathing for the design strengths to be applicable. Attachment Type Fasteners Attachment Strength Uplift (lbs) Shear (lbs) U-Anchor 2400/2600 8 - No. 14 340 170 OMG PowerGrip Plus 8 - No. 14 340 170 Facet 12 - No. 14 340 170 Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 6 / 23 7. Terms and Limitations The analysis and the results presented in this report were made with the following assumptions and limitations: ✔ Acros Energy performed the analysis based on the information provided. This information may include, but is not limited to, as-built drawings, the history of alterations made to the existing building, roofing history, addition of mechanical units to its roof, etc. Unless otherwise notified in writing, in preparing this report Acros assumes that the structure has been properly maintained and the structure has not been modified during its service life before and after the solar addition. Acros analysis does not include the structure response in a fire event and does not accept any responsibility for any damage caused in such events. Acros assumes that all provided information is current and accurate. ✔ The existing structure and its foundation have been designed in accordance with the governing building code at the time of construction, and properly constructed and maintained. Acros shall be notified in writing about any known present or past deficiencies of the structure, and the measures taken to address them. Acros Energy will accept no liability which may arise due to any existing deficiency in design, material, fabrication, etc. or lack of maintenance. ✔ The calculations in this report assume that the solar panels are no more than 24 inches above the rooftop at their highest point. All the design values specified in this report are subject to change if the system to be installed has a higher profile. ✔ It is the responsibility of the client in collaboration with the racking manufacturer/vendor to notify Acros in writing about potential amplification or addition of snow and/or wind load to the building’s structure resulting from the racking system selected for use at the subject project. All the design values specified in this report are subject to change if the system to be installed results in amplification of high concentration of loads from snow and/or wind. ✔ The following terms “Solar system”, “PV”, “Solar array” when used in this report are assumed to include the panels, racking, ballast weight, and assembling parts, for the purpose of weight specifications. ✔ The analysis performed should be used only for the addition of a PV system as specified in the body of this report. Additional equipment or mechanical units that are to be placed in this building would require a separate evaluation and are outside the scope of this report. ✔ The analysis results presented in this report are limited to the existing structure and do not include the racking system. ✔ Solar panel pallets are not to be staged on the roof without prior layout approval from a licensed structural engineer. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 7 / 23 Appendix A - Calculations LOAD CASES: Dead Load Estimate (excluding framing self-weight) Roofing and Insulation 4.0 psf OSB Deck 2.0 psf 2x4 Purlin 1.0 psf Steel Framing 4.0 psf Sprinkler + MEP + Miscellaneous 3.0 psf Total Dead Load 14.0 psf PV Load 9.0 psf Live Load 20 psf (reducable) Snow Load 0 psf LOAD COMBINATIONS: DL + LL ROOF FRAMING CAPACITY: • Check Sub-Purlin: Wood Sub-purlin (2x4) Span = 8 ft Spacing = 2 ft Selfweight ~ 0.67 psf Wood Assumed DF # 1 DL = 10 psf x 2 ft = 0.02 klf LL = 20 psf x 2 ft = 0.04 klf Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 8 / 23 Utilization = 0.94 < 1 , Therefore > OK • Check Joists: OWSJ (Depth = 36”) Span = 58 ft Spacing = 8 ft Selfweight ~ 2.0 psf DL = 10 psf x 8 ft = 0.08 klf LL = 15 psf x 8 ft = 0.12 klf (Reduced) Utilization = 0.96 < 1.0 , Therefore > OK Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 9 / 23 Ty_max = 1.94 in < L/240 = 58 / 240 x 12 in/ft = 2.9 in Therefore > OK • Check Girders: Joist Girder (Depth = 56”) Span = 52 ft Spacing = 58 ft DL = 12 psf x 58 ft x 8 ft = 5.57 kip LL = 12 psf x 8 ft x 58 ft = 5.57 kip (Reduced) Utilization = 1 , Therefore > OK Ty_max = 1.22 in < L/240 = 52 / 240 x 12 in/ft = 2.6 in Therefore > OK Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 10 / 23 Based on 2022 California Building Code 1607.14.4, roof live loads need not be applied to the area covered by photovoltaic panels where the clear space between the panels and the roof surface is 24 inches or less. Therefore, PV load of 9 psf can replace live load. RAIN LOADS AND PONDING EFFECT: Desing Rainfall intensity i = 2.8 in/h Roof Slope = ¼” / ft (Conservative value) Static head above primary d_s = 4 in Drain bottom level to the roof lefel = 4 in Tributary area A = 5549 ft2 Flow rate Q = 0.0104 A i = 162 gpm Therefore, d_h = 2 in (conservative based on ASCE Table C8.3-3) Rain load at the drain location R = 5.2 x (d_h + d_s – drain level ) = 5.2 x (2 + 4 – 4) = 10.4 psf IBC 1611.1 This load decreases to 0 psf within (2 in / roof slope) = 8 ft from the drain Therefore, disallow 10 ft from the roof edge for PV installations. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 11 / 23 Joist Girder with Additional Electrical Equipment Loads Additional Electrical Equipment (specs provided by the client): Inverter (3 Synergy units + 1 Synergy manager) (4) [inverters + racking] = 4 x (250+37) = 1148 lbs Panel board (Per information below from the Client) = 450 lbs Panel board racking = 150 lbs estimate ( should be conservative) Total Load = 1748 lbs > Conservatively, used 2100 lbs in analysis split into 7 loads of 300 lbs at 7 midspan joints spaced at 4 ft Utilization = 1.04 < 1.05, Therefore > Acceptable Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 12 / 23 ROOF DECK CAPACITY: • Check Downward load on Sub-Purlin: Wood Sub-purlin (2x4) loaded with 4 psf R&I (Conservative) + 1.5 psf deck + point load at 4.25 ft For DL only capacity is 144 lbs (Distributed over a 12in base) For DL + Wind capacity is 292 lbs Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 13 / 23 • Check Upward load on Sub-Purlin: Wood Sub-purlin (2x4) Uplift Capacity is 350+ lbs • Check Sheathing (Downward and Upward loads): ½” OSB Allowable load = 870 / 2.5 = 350 lbs > sheathing governs Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 14 / 23 • Check Mechanical Attachment Capacity: Therefore use at least 8 #14 screws for each mechanical attachment. Use OMG-Power Grip-Plus attachment or equivalent Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 15 / 23 OMG-PowerGrip Plus capacity (uplift) = 2000/3 = 666 lbs > 340 lbs, Therefore OK OMG-PowerGrip Plus capacity (Lateral) = 1075/3 = 358 lbs > 170 lbs, Therefore OK Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 16 / 23 PV TOTAL SYSTEM WEIGHT: Considering that the roof diaphragm is part of the lateral load resisting system, the maximum system weight it can carry will be a function of the allowable maximum seismic weight. The lateral load resisting system can remain unaltered if the stresses are increased by no more than 10%, based on the Existing Building Code. Area : 83,000 sqft Estimated Dead Load (EDL) = 14 psf Weight of wall in the short direction: Concrete Wall thickness = 8 in Concrete Wall height = 30 + 3‘ parapet Concrete Wall length (short side) = 3 x 175 ft = 525 ft 525 ft x 36 ft x ½ x 68 psf /83 000 sqft = 7.74 psf Max Total System Weight = 0.1 x [14 psf + 7.74 psf] = 2.2 psf x 83 000 sqft = 182 600 lbs Max Total System Weight = 182 600 lbs Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 17 / 23 Panel Board Racking and Attachment: • Panel Board Specs per Client • Calculations Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 18 / 23 Panel boards must be aligned with and placed over the roof girders. See Appendix D for Panel Board recking specification and mechanical attachment Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 19 / 23 Inverter Attachment: • Inverter Specs per Client • Calculations Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 20 / 23 Inverters must be aligned with and placed over the roof girders. See Appendix D for Inverter recking specification and mechanical attachment Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 21 / 23 Appendix B – Roof Framing and Pallet Staging Plans GI R D E R FR A M I N G PL A N "tJ L G) i:i>'" 0 w· :: : ; · C') - 0.. (l) (J) CD 5· @ (J) < (l) � ;::::i CD en .... "O (J) m m C') ::::, 5· 0.. co "O m I I ::::, CD a= 0 m .... 0.. � co · ::::, (l) 0.. ::i: ;::;: :::r (0 0 a: 0 (l) ::::, .... (J) 0 - 3 "O m i:i>'" .... " g (l) 0.. 5· ::i: < (l) ;::;: ;::::i :::r (l) (0 .... CD (l) m ::::, ::::, (l) 5· a= CD 0 m a. 5· -:::r (l) I DA T E I RE V I DR A W N BY I PROJEC T NA M E �- -- - - - + · -- - - - - - - - - 4--- - - --1. CP T H A R B O R A NA I I • • - · I I 1: : : � � :D D R E S S 27 2 1 S Ha r b C M ' Bl v d Sa n t a An a , CA 92 7 0 4 S- 3 20 2 5 / 0 7 n Q 01 SD EN G I N E E R I N G CO NS U L T A N T AC R O S EN E R G Y AU S T I N , TX WW W . A C A O S E N E R G Y . C O I I CL I E N T PO W E R F L E X SA N Dt E G O ,CA WW W . P O W E R F L E X . C O M e �EA�2 � .f �H�! ,�§ Y CITY OF SANTA ANA inning and B IildLng Ayer • 1 1 Place pallets over girders. Limit ; to two pallets per girder in the span between each pair of columns (dash lines). 1 1 I 1 I 1 I I 1 i I 1 1 R 1 I I � 1 1 1 1 JM 1 I I ; I 1 I Do not place pallets 1 in the red areas. ; 1 I 1 , 1 APPLICABLE CODES: PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS: 2022 CA BUILDING CODE 2021 INTERNATIONAL BUILDING CODE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-16, STANDARD SPECIFICATIONS FOR STEEL JOISTS AND JOIST GIRDERS, SJI 44TH EDITION, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ANSI AISC 360-16 GENERAL NOTES: EXISTING CONSTRUCTION GUIDANCE PROVIDED IN THIS DELIVERABLE WAS OBTAINED FROM EXISTING CONSTRUCTION DOCUMENTS. VERIFY GIRDER LOCATIONS SHOWN IN THIS DOCUMENT MATCH WITH THE AS -BUILT CONDITION PRIOR TO COMMENCING WORK NOTIFY ACROS ENERGY OF ANY OBSERVED DISCREPENCIES. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE ROOF FRAMING STRUCTURE PRIOR TO INITIATING CONSTRUCTION AND MATERIAL PLACEMENT PROCEDURES. EVERY ATTEMPT SHOULD BE MADE TO ADDRESS ANY OBSERVED DEFFICIENCIES AND THEY SHOULD BE REPORTED IN WRITING TO ACROS ENERGY IN ATIMELY MANNER. THE CONTRACTOR SHALL PERFORM THE WORK WITH A MINIMUM INCONVENIENCE TO THE OWNER AND AS TO NOT INTERRUPTTHE DAY TO DAY WORK OPERATIONS. THE CONTRACTOR SHOULD ENSURE SAFE PASSAGE OF PERSONEL AROUND AREAS OF CONSTRUCTION AND SHALL CONDUCT OPERATIONS TO PREVENT DAMAGE OR HARM TO THE FACILITY AND PEOPLE. COORDINATE ALL OPERATIONS WITH OWNER OR THEIR AGENT Appr v6d IT ISNC W 1 Girder locations marked I Dat f by green lines L 1 Q 1 1 1 _-7_ _ _ _ _ _ _ _ _ _ - 1 1 1 U E U I O W W 1 W Q N XXU2 W r¢ZQon W Q H! ; I 0 � t n. =m w 1 ()= UN UHm W 3 w THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES BEFORE BEGINNING WORK. SPECIAL CARE SHALL BE TAKEN TO PROTECT UTILITIES THAT ARE TO REMAIN IN SERVICE DURING CONSTRUCTION. ALL REMAINING ITEMS, MATERIALS AND DEBRIS, UNLESS OTHERWISE NOTED, SHALL BE REMOVED PROMPTLY FROM THE SITE AND DISPOSED IN A LEGAL MANNER. ALL PALLETS SHOULD BE AT LEAST 6'x$' IN DIMENSION AND WEIGHT NO MORE THAN 2600 LBS. IF HEAVIER PALLETS ARE TO BE STAGED OR IF THEIR DIMENSIONS ARE SMALLER, PLEASE CONTACT ACROS WITH CORRESPONDING DIMENSIONS AND WEIGHT. MINIMUM DISTANCE BETWEEN PALLETS TO BE 26 FT O.C. PLACE PALLETS IN ANY GREEN MARKED AREA ON TOP OF ONE (1) 3/4 INCH THICK PLYWOOD SHEET MEASURING 4 FT BY 8 FT. PLYWOOD AND PALLETS TO BE ORIENTED IN THE LONG DIRECTION OVER THE EXISTING GIRDERS. PLACE PALLETS AT LEAST 12 FT AWAY FROM ROOF -TOP UNITS AND ANY HEAVY LOADS HANGING FROM THE UNDERSIDE OF THE ROOF. NOTIFY ACROS OF ANY UNUSUAL LOADS HANGING FROM THE ROOF FRAMING. CONSTRUCTION LOADS NOT TO EXCEED 8 PSF. SNOW LOAD IS NON -CONCURRENT WITH CONSTRUCTION LOAD OR PV PALLETS. THEREFORE PV PALLETS SHOULD BE REMOVED FROM THE ROOF IN A PROPORTIONAL MANNER IF SNOW IS EXPECTED. Q L3 a 0 z T l W �1 a V J ' ♦ C057196 r1 '>l Cn>t w oa* E0 CA�7� Q 7-14-2025 a Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 22 / 23 Appendix C – Racking Documents RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET GENERAL NOTES: 1.ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION PROVIDED BY CUSTOMER. PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING DETAILS AND ARRAY LAYOUT CONFIGURATIONS. ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY CUSTOMER AND INSTALLER. ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL. 2.REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS. NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT WARRANTY. 3.ARRAY SETBACKS: ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST PAGES. 4.REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION. 5.SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST BLOCKS. FOR MAXIMUM SYSTEM POINT LOAD SUMMARY (PLS), REFER TO CALCULATIONS. 6.PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM. SUPPORT STRUCTURE TO BE CHECKED BY OTHERS. 7.ALWAYS ALLOW A MINIMUM OF 6" CLEARANCE BETWEEN NEIGHBORING SUBARRAYS, 6" BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND 4' BETWEEN SUBARRAYS AND ROOF EDGES. REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH MAY GOVERN DESIGN. SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PREDICTED MOVEMENT HAVE THEIR OWN CLEARANCE REQUIREMENTS. REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS. 8.BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS: 3-3/4” THICK MAX., 7-5/8” ± 1/8” WIDTH, 15-5/8” ± 1/8” LENGTH. 9.IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON-LINEAR RESPONSE ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT. THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE. PANELCLAW IS NOT RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS. 10.DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX. 25% OF WIND SPEED DOCUMENTED IN SITE DESIGN CRITERIA TABLE. DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES. ARRAY CLEARANCES PER ASCE 7 CONDITION DESCRIPTION MINIMUM SEPARATION 1 BETWEEN SEPARATE SOLAR ARRAYS OF SIMILAR CONSTRUCTION (0.5) (Mpv) 2 BETWEEN A SOLAR ARRAY AND A FIXED OBJECT ON THE ROOF OR SOLAR ARRAY OF DIFFERENT CONSTRUCTION (Mpv) 3 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITH A QUALIFYING PARAPET (Mpv) 4 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITHOUT A QUALIFYING PARAPET (2.0) (Mpv) >= 4ft NOTE: SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING MUST BE PROVIDED TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT. SHEET INDEX NO.DESCRIPTION PC-1 COVER SHEET PC-2 PROJECT SUMMARY PC-3 ARRAY SITE MAP PC-4 TYPICAL ARRAY DIMENSIONS PC-5 ASSEMBLIES PC-6 RACKING COMPONENTS PC-7 BALLAST LEGEND PC-8 TO PC-29 BALLAST LAYOUT - 1 TO 22 PC-30 MECHANICAL ATTACHMENT DETAIL Site Design Criteria - Flat Roof PV System Basis of Design Roof Live Load (psf)20(see footnote 1) Ground Snow Pg (psf)0 Flat Roof Snow (psf)0 Snow Importance Factor (Is)1.0 Wind Design Data Basic Wind Speed (mph)95 Risk Category II Wind Exposure C Earthquake Design Data Risk Category II Importance Factor (Ie)1.00 Component Importance Factor (Ip)1.0 Mapped Acceleration Parameter (Ss)1.311 Mapped Acceleration Parameter (S1)0.470 Seismic Site Class D Design Spectral Acceleration Parameter (Sds)1.049 Design Spectral Acceleration Parameter (Sd1)0.573 Seismic Design Category (SDC)D Basic seismic-force-resisting system(s)ASCE 7 sec. 13.6.12 & roof anchors Base Design Shear = Fp x W 0.50 W Response Modification Factor (Rp)2.5 Analysis Procedure ASCE 7 sec. 13.6.12 & ASCE 7 sec. 13.3/4 Design Code (with local amendments)2022 CBC -ASCE 7 - 16 ALTERNATE DESIGN METHOD SEAOC PV1 1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines AERIAL PHOTO / SITE DIAGRAM THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10) TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL (SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK. APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 00-REV3 PC-1 COVER SHEET 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 Partner Name:PowerFlex Project Name:CA - CPT -2721 Harbor-Santa Ana Project Location:2721 S Harbor Blvd, Santa Ana, CA 92704, USA Racking System:clawFRplus 10 Degree Structural Calculations for Roof-Mounted Solar Array Submittal Release: Rev 3 Engineering Seal 04/28/2025 00-2 TITLE PAGE APPROVED FOR CONSTRUCTION T ROY E.TURLEY 6-2-2025 Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 23 / 23 Appendix D – Rooftop Equipment Racking and Attachment 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 2701 S Harbor Blvd, Santa Ana, CA 92704 4 Roof­mounted Commercial PV System 4 4 4 4 4 4 4 4 4 Hillary Chargualaf 661 805­5132 08 12 2025 Santa Ana O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs Response Letter ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com Via email: loic.ipoua@powerflex.com July 30, 2024 Client: Loic Ipoua Project Engineer II Powerflex – EDF Renewables 805 Third Avenue New York, NY 10022 Tel: (346) 526-3380 Project: CPT Harbor Ana, Project Address: 2721 S Harbor Blvd, Santa Ana, CA 92704 Dear Loic, We have reviewed the comments dated 07/10/25 regarding our report and have updated the final version accordingly. The revised report demonstrates that the subject building has adequate vertical load capacity to support the additional load from the proposed PV system. As explained in Section 5, the existing lateral load- resisting system is permitted to remain unaltered, since the added PV system weight does not exceed 10 percent of the roof-level dead load. Deflection and ponding calculations are provided in Appendix A, and the roof framing plan is included in Appendix B. Please let us know if you have any further questions. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 1 / 23 July 29, 2024 Subject: Final Structural Report for CPT Harbor Ana 2721 S Harbor Blvd, Santa Ana, CA 92704 To: Loic Ipoua Project Engineer II Powerflex – EDF Renewables 805 Third Avenue New York, NY 10022 Via email: loic.ipoua@powerflex.com From: Barrett Crook, PE Sepehr Dara, PhD, PE Summary Acros Energy was retained by Powerflex to assess CPT Harbor Ana building located at 2721 S Harbor Blvd, Santa Ana, CA, 92704 for addition of photovoltaic (PV) solar arrays to its roof. The building is a one-story steel and wood framed structure which appears to have been built in 2000. The roof framing consists of 2x4 wood purlins spanning 8 ft to open web steel joists, which in turn are supported by open web steel girders. The building has a 4-ply built up roofing supported by ½-inch OSB sheathing deck. Acros has determined that the existing roof is feasible for added solar PV arrays up to the following limit: PV Reserve Capacity = 9 psf For total PV system weight limit, concentrated point load capacity, and attachment strengths refer to the body of this report. The selected racking manufacturer is to design the system within the limitations prescribed in this report. Acros Energy has reviewed the racking drawings and calculation set by PanelClaw dated 2025-04-28 and found them to follow the results of the evaluation presented in this report. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 2 / 23 Table of Contents 1. Introduction ..................................................................................................................................... 3 2. Applicable Local Codes..................................................................................................................... 3 3. Roof Framing Reserve Capacity ....................................................................................................... 4 4. Approved PV system Installation Zone ............................................................................................ 4 5. Total PV System Weight ................................................................................................................... 5 6. Concentrated Point Load Capacity and Attachment Strengths ....................................................... 5 7. Terms and Limitations ..................................................................................................................... 6 Appendix A - Calculations ......................................................................................................................... 7 Appendix B – Roof Framing and Pallet Staging Plans ............................................................................. 21 Appendix C – Racking Documents .......................................................................................................... 22 Appendix D – Rooftop Equipment Racking and Attachment .................................................................. 23 Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 3 / 23 1. Introduction Acros Energy was retained by Powerflex to assess CPT Harbor Ana building located at 2721 S Harbor Blvd, Santa Ana, CA, 92704 for addition of photovoltaic (PV) solar arrays to its roof. The building is a one-story steel and wood framed structure which appears to have been built in 2000. The roof framing consists of 2x4 wood purlins spanning 8 ft to open web steel joists, which in turn are supported by open web steel girders. The building has a 4-ply built up roofing supported by ½-inch OSB sheathing deck. The scope of this report includes the assessment of the roof framing of the above referenced building for PV addition. 2. Applicable Local Codes The analysis was performed based on the local building code design requirements. The performed design checks satisfy the requirements of the 2022 California Building Code, as published by the California Building Standards Commission, which references the following: 2021 International Building Code Minimum Design Loads for Buildings and Other Structures, ASCE 7-16 Specifications for Structural Steel Buildings, ANSI/AISC 360-16 Standard Specifications for Steel Joists and Joist Girders, SJI 100-20, 45th Edition ANSI/AWC NDS-2018 National Design Specification (NDS) for Wood Construction Per the local building code, the snow load and live load are as follows: Ground Snow Load 0 psf Minimum Design Roof Snow Load 0 psf Design Roof Snow Load 0 psf Roof Live Load 20 psf (Reducible) Note that these design criteria are only to be used for the evaluation of the existing structure and should not be used for the design of the racking system. The racking designer and/or manufacturer is responsible for determining the site-specific criteria and design loads per the requirements of the local jurisdiction. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 4 / 23 3. Roof Framing Reserve Capacity The structure was analyzed for the estimated dead load listed below together with the proposed PV addition. Dead Load breakdown is based on the dead load observed at the site and snow load is from the governing building code. Acros visited the site on 12/04/2023 and documented the roof framing members, which were analyzed, and their design checked against the listed loads. Acros found the roof framing members to have adequate capacity to support the listed loads. Estimated Loads: Roofing and Insulation 4.0 psf OSB Deck 2.0 psf Framing 4.0 psf 2x4 Purlin 1.0 psf Sprinkler + MEP + Miscellaneous 3.0 psf Total Girder Dead Load 14.0 psf PV 9.0 psf Snow Load 0.0 psf Total Load 23.0 psf Per 2022 California Building Code section 1607.14.4, roof live loads need not be applied to the area covered by photovoltaic panels where the clear space between the panels and the roof surface is 24 inches or less. The PV reserve capacity for this roof is given with the understanding that low profile solar panels with a maximum height of 24 inches, and live load is taken as zero. Moreover, per 2022 California Existing Building Code section 503.3, an existing structure shall be replaced or altered as needed only if an alteration causes an increase in total design loads of more than 5 percent. Therefore, based on Acros’ analysis, the existing roof at CPT Harbor Ana building located at 2721 S Harbor Blvd, Santa Ana, CA, 92704, is feasible for added solar PV arrays up to 9 psf. 4. Approved PV system Installation Zone The green shaded area below has a reserve capacity of 9 psf. No solar PV arrays should be placed on the red marked areas. The roof areas subject to ponding, if any, are highlighted with red in the plan below. The additional load due to ponding is calculated in accordance with IBC Section 1611. It is critical to inspect and maintain the primary and secondary roof drainage systems to ensure proper operation at all times. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 5 / 23 5. Total PV System Weight The total PV system weight added to the roof of the building should be limited to the following value: Maximum Total PV System Weight 182,600 lbs The above weight is in accordance with the 2022 California Existing Building Code Sections 503.4: Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition and/or alteration considered is not more than 10 percent greater than its demand-capacity ratio with the addition and/or alteration ignored shall be permitted to remain unaltered. If the demand- capacity ratio is increased by more than 10 percent, the subject structural element is checked against the applicable Code criteria for new structures. 6. Concentrated Point Load Capacity and Attachment Strengths Maximum Concentrated Downward Load For concentrated loads spaced at 4.25ft over the 2x4 purlins, the concentrated downward loads imposed to the existing structure from the racking support points should be limited to the following values: For Dead Load Only 144 lbs For Dead Load + Wind Load 292 lbs Attachment Strengths Attachment strengths have been provided below for PanelClaw racking system with U-bracket. It is essential to restrict the loads on the attachments to the following values. All fasteners must be at least 1 inch embedded into sheathing for the design strengths to be applicable. Attachment Type Fasteners Attachment Strength Uplift (lbs) Shear (lbs) U-Anchor 2400/2600 8 - No. 14 340 170 OMG PowerGrip Plus 8 - No. 14 340 170 Facet 12 - No. 14 340 170 Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 6 / 23 7. Terms and Limitations The analysis and the results presented in this report were made with the following assumptions and limitations: ✔ Acros Energy performed the analysis based on the information provided. This information may include, but is not limited to, as-built drawings, the history of alterations made to the existing building, roofing history, addition of mechanical units to its roof, etc. Unless otherwise notified in writing, in preparing this report Acros assumes that the structure has been properly maintained and the structure has not been modified during its service life before and after the solar addition. Acros analysis does not include the structure response in a fire event and does not accept any responsibility for any damage caused in such events. Acros assumes that all provided information is current and accurate. ✔ The existing structure and its foundation have been designed in accordance with the governing building code at the time of construction, and properly constructed and maintained. Acros shall be notified in writing about any known present or past deficiencies of the structure, and the measures taken to address them. Acros Energy will accept no liability which may arise due to any existing deficiency in design, material, fabrication, etc. or lack of maintenance. ✔ The calculations in this report assume that the solar panels are no more than 24 inches above the rooftop at their highest point. All the design values specified in this report are subject to change if the system to be installed has a higher profile. ✔ It is the responsibility of the client in collaboration with the racking manufacturer/vendor to notify Acros in writing about potential amplification or addition of snow and/or wind load to the building’s structure resulting from the racking system selected for use at the subject project. All the design values specified in this report are subject to change if the system to be installed results in amplification of high concentration of loads from snow and/or wind. ✔ The following terms “Solar system”, “PV”, “Solar array” when used in this report are assumed to include the panels, racking, ballast weight, and assembling parts, for the purpose of weight specifications. ✔ The analysis performed should be used only for the addition of a PV system as specified in the body of this report. Additional equipment or mechanical units that are to be placed in this building would require a separate evaluation and are outside the scope of this report. ✔ The analysis results presented in this report are limited to the existing structure and do not include the racking system. ✔ Solar panel pallets are not to be staged on the roof without prior layout approval from a licensed structural engineer. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 7 / 23 Appendix A - Calculations LOAD CASES: Dead Load Estimate (excluding framing self-weight) Roofing and Insulation 4.0 psf OSB Deck 2.0 psf 2x4 Purlin 1.0 psf Steel Framing 4.0 psf Sprinkler + MEP + Miscellaneous 3.0 psf Total Dead Load 14.0 psf PV Load 9.0 psf Live Load 20 psf (reducable) Snow Load 0 psf LOAD COMBINATIONS: DL + LL ROOF FRAMING CAPACITY: • Check Sub-Purlin: Wood Sub-purlin (2x4) Span = 8 ft Spacing = 2 ft Selfweight ~ 0.67 psf Wood Assumed DF # 1 DL = 10 psf x 2 ft = 0.02 klf LL = 20 psf x 2 ft = 0.04 klf Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 8 / 23 Utilization = 0.94 < 1 , Therefore > OK • Check Joists: OWSJ (Depth = 36”) Span = 58 ft Spacing = 8 ft Selfweight ~ 2.0 psf DL = 10 psf x 8 ft = 0.08 klf LL = 15 psf x 8 ft = 0.12 klf (Reduced) Utilization = 0.96 < 1.0 , Therefore > OK Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 9 / 23 Ty_max = 1.94 in < L/240 = 58 / 240 x 12 in/ft = 2.9 in Therefore > OK • Check Girders: Joist Girder (Depth = 56”) Span = 52 ft Spacing = 58 ft DL = 12 psf x 58 ft x 8 ft = 5.57 kip LL = 12 psf x 8 ft x 58 ft = 5.57 kip (Reduced) Utilization = 1 , Therefore > OK Ty_max = 1.22 in < L/240 = 52 / 240 x 12 in/ft = 2.6 in Therefore > OK Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 10 / 23 Based on 2022 California Building Code 1607.14.4, roof live loads need not be applied to the area covered by photovoltaic panels where the clear space between the panels and the roof surface is 24 inches or less. Therefore, PV load of 9 psf can replace live load. RAIN LOADS AND PONDING EFFECT: Desing Rainfall intensity i = 2.8 in/h Roof Slope = ¼” / ft (Conservative value) Static head above primary d_s = 4 in Drain bottom level to the roof lefel = 4 in Tributary area A = 5549 ft2 Flow rate Q = 0.0104 A i = 162 gpm Therefore, d_h = 2 in (conservative based on ASCE Table C8.3-3) Rain load at the drain location R = 5.2 x (d_h + d_s – drain level ) = 5.2 x (2 + 4 – 4) = 10.4 psf IBC 1611.1 This load decreases to 0 psf within (2 in / roof slope) = 8 ft from the drain Therefore, disallow 10 ft from the roof edge for PV installations. Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 11 / 23 Joist Girder with Additional Electrical Equipment Loads Additional Electrical Equipment (specs provided by the client): Inverter (3 Synergy units + 1 Synergy manager) (4) [inverters + racking] = 4 x (250+37) = 1148 lbs Panel board (Per information below from the Client) = 450 lbs Panel board racking = 150 lbs estimate ( should be conservative) Total Load = 1748 lbs > Conservatively, used 2100 lbs in analysis split into 7 loads of 300 lbs at 7 midspan joints spaced at 4 ft Utilization = 1.04 < 1.05, Therefore > Acceptable Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 12 / 23 ROOF DECK CAPACITY: • Check Downward load on Sub-Purlin: Wood Sub-purlin (2x4) loaded with 4 psf R&I (Conservative) + 1.5 psf deck + point load at 4.25 ft For DL only capacity is 144 lbs (Distributed over a 12in base) For DL + Wind capacity is 292 lbs Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 13 / 23 • Check Upward load on Sub-Purlin: Wood Sub-purlin (2x4) Uplift Capacity is 350+ lbs • Check Sheathing (Downward and Upward loads): ½” OSB Allowable load = 870 / 2.5 = 350 lbs > sheathing governs Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 14 / 23 • Check Mechanical Attachment Capacity: Therefore use at least 8 #14 screws for each mechanical attachment. Use OMG-Power Grip-Plus attachment or equivalent Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 15 / 23 OMG-PowerGrip Plus capacity (uplift) = 2000/3 = 666 lbs > 340 lbs, Therefore OK OMG-PowerGrip Plus capacity (Lateral) = 1075/3 = 358 lbs > 170 lbs, Therefore OK Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 16 / 23 PV TOTAL SYSTEM WEIGHT: Considering that the roof diaphragm is part of the lateral load resisting system, the maximum system weight it can carry will be a function of the allowable maximum seismic weight. The lateral load resisting system can remain unaltered if the stresses are increased by no more than 10%, based on the Existing Building Code. Area : 83,000 sqft Estimated Dead Load (EDL) = 14 psf Weight of wall in the short direction: Concrete Wall thickness = 8 in Concrete Wall height = 30 + 3‘ parapet Concrete Wall length (short side) = 3 x 175 ft = 525 ft 525 ft x 36 ft x ½ x 68 psf /83 000 sqft = 7.74 psf Max Total System Weight = 0.1 x [14 psf + 7.74 psf] = 2.2 psf x 83 000 sqft = 182 600 lbs Max Total System Weight = 182 600 lbs Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 17 / 23 Panel Board Racking and Attachment: • Panel Board Specs per Client • Calculations Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 18 / 23 Panel boards must be aligned with and placed over the roof girders. See Appendix D for Panel Board recking specification and mechanical attachment Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 19 / 23 Inverter Attachment: • Inverter Specs per Client • Calculations Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 20 / 23 Inverters must be aligned with and placed over the roof girders. See Appendix D for Inverter recking specification and mechanical attachment Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 21 / 23 Appendix B – Roof Framing and Pallet Staging Plans GI R D E R FR A M I N G PL A N "tJ L G) i:i>'" 0 w· :: : ; · C') - 0.. (l) (J) CD 5· @ (J) < (l) � ;::::i CD en .... "O (J) m m C') ::::, 5· 0.. co "O m I I ::::, CD a= 0 m .... 0.. � co · ::::, (l) 0.. ::i: ;::;: :::r (0 0 a: 0 (l) ::::, .... (J) 0 - 3 "O m i:i>'" .... " g (l) 0.. 5· ::i: < (l) ;::;: ;::::i :::r (l) (0 .... CD (l) m ::::, ::::, (l) 5· a= CD 0 m a. 5· -:::r (l) I DA T E I RE V I DR A W N BY I PROJEC T NA M E �- -- - - - + · -- - - - - - - - - 4--- - - --1. CP T H A R B O R A NA I I • • - · I I 1: : : � � :D D R E S S 27 2 1 S Ha r b C M ' Bl v d Sa n t a An a , CA 92 7 0 4 S- 3 20 2 5 / 0 7 n Q 01 SD EN G I N E E R I N G CO NS U L T A N T AC R O S EN E R G Y AU S T I N , TX WW W . A C A O S E N E R G Y . C O I I CL I E N T PO W E R F L E X SA N Dt E G O ,CA WW W . P O W E R F L E X . C O M e �EA�2 � .f �H�! ,�§ Y CITY OF SANTA ANA inning and B IildLng Ayer • 1 1 Place pallets over girders. Limit ; to two pallets per girder in the span between each pair of columns (dash lines). 1 1 I 1 I 1 I I 1 i I 1 1 R 1 I I � 1 1 1 1 JM 1 I I ; I 1 I Do not place pallets 1 in the red areas. ; 1 I 1 , 1 APPLICABLE CODES: PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS: 2022 CA BUILDING CODE 2021 INTERNATIONAL BUILDING CODE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-16, STANDARD SPECIFICATIONS FOR STEEL JOISTS AND JOIST GIRDERS, SJI 44TH EDITION, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ANSI AISC 360-16 GENERAL NOTES: EXISTING CONSTRUCTION GUIDANCE PROVIDED IN THIS DELIVERABLE WAS OBTAINED FROM EXISTING CONSTRUCTION DOCUMENTS. VERIFY GIRDER LOCATIONS SHOWN IN THIS DOCUMENT MATCH WITH THE AS -BUILT CONDITION PRIOR TO COMMENCING WORK NOTIFY ACROS ENERGY OF ANY OBSERVED DISCREPENCIES. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE ROOF FRAMING STRUCTURE PRIOR TO INITIATING CONSTRUCTION AND MATERIAL PLACEMENT PROCEDURES. EVERY ATTEMPT SHOULD BE MADE TO ADDRESS ANY OBSERVED DEFFICIENCIES AND THEY SHOULD BE REPORTED IN WRITING TO ACROS ENERGY IN ATIMELY MANNER. THE CONTRACTOR SHALL PERFORM THE WORK WITH A MINIMUM INCONVENIENCE TO THE OWNER AND AS TO NOT INTERRUPTTHE DAY TO DAY WORK OPERATIONS. THE CONTRACTOR SHOULD ENSURE SAFE PASSAGE OF PERSONEL AROUND AREAS OF CONSTRUCTION AND SHALL CONDUCT OPERATIONS TO PREVENT DAMAGE OR HARM TO THE FACILITY AND PEOPLE. COORDINATE ALL OPERATIONS WITH OWNER OR THEIR AGENT Appr v6d IT ISNC W 1 Girder locations marked I Dat f by green lines L 1 Q 1 1 1 _-7_ _ _ _ _ _ _ _ _ _ - 1 1 1 U E U I O W W 1 W Q N XXU2 W r¢ZQon W Q H! ; I 0 � t n. =m w 1 ()= UN UHm W 3 w THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES BEFORE BEGINNING WORK. SPECIAL CARE SHALL BE TAKEN TO PROTECT UTILITIES THAT ARE TO REMAIN IN SERVICE DURING CONSTRUCTION. ALL REMAINING ITEMS, MATERIALS AND DEBRIS, UNLESS OTHERWISE NOTED, SHALL BE REMOVED PROMPTLY FROM THE SITE AND DISPOSED IN A LEGAL MANNER. ALL PALLETS SHOULD BE AT LEAST 6'x$' IN DIMENSION AND WEIGHT NO MORE THAN 2600 LBS. IF HEAVIER PALLETS ARE TO BE STAGED OR IF THEIR DIMENSIONS ARE SMALLER, PLEASE CONTACT ACROS WITH CORRESPONDING DIMENSIONS AND WEIGHT. MINIMUM DISTANCE BETWEEN PALLETS TO BE 26 FT O.C. PLACE PALLETS IN ANY GREEN MARKED AREA ON TOP OF ONE (1) 3/4 INCH THICK PLYWOOD SHEET MEASURING 4 FT BY 8 FT. PLYWOOD AND PALLETS TO BE ORIENTED IN THE LONG DIRECTION OVER THE EXISTING GIRDERS. PLACE PALLETS AT LEAST 12 FT AWAY FROM ROOF -TOP UNITS AND ANY HEAVY LOADS HANGING FROM THE UNDERSIDE OF THE ROOF. NOTIFY ACROS OF ANY UNUSUAL LOADS HANGING FROM THE ROOF FRAMING. CONSTRUCTION LOADS NOT TO EXCEED 8 PSF. SNOW LOAD IS NON -CONCURRENT WITH CONSTRUCTION LOAD OR PV PALLETS. THEREFORE PV PALLETS SHOULD BE REMOVED FROM THE ROOF IN A PROPORTIONAL MANNER IF SNOW IS EXPECTED. Q L3 a 0 z T l W �1 a V J ' ♦ C057196 r1 '>l Cn>t w oa* E0 CA�7� Q 7-14-2025 a Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 22 / 23 Appendix C – Racking Documents RE V DE S C R I P T I O N PR E P CH E C K D A T E RACKING CONSTRUCTION SET GENERAL NOTES: 1.ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION PROVIDED BY CUSTOMER. PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING DETAILS AND ARRAY LAYOUT CONFIGURATIONS. ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY CUSTOMER AND INSTALLER. ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL. 2.REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS. NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT WARRANTY. 3.ARRAY SETBACKS: ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST PAGES. 4.REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION. 5.SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST BLOCKS. FOR MAXIMUM SYSTEM POINT LOAD SUMMARY (PLS), REFER TO CALCULATIONS. 6.PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM. SUPPORT STRUCTURE TO BE CHECKED BY OTHERS. 7.ALWAYS ALLOW A MINIMUM OF 6" CLEARANCE BETWEEN NEIGHBORING SUBARRAYS, 6" BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND 4' BETWEEN SUBARRAYS AND ROOF EDGES. REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH MAY GOVERN DESIGN. SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PREDICTED MOVEMENT HAVE THEIR OWN CLEARANCE REQUIREMENTS. REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS. 8.BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS: 3-3/4” THICK MAX., 7-5/8” ± 1/8” WIDTH, 15-5/8” ± 1/8” LENGTH. 9.IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON-LINEAR RESPONSE ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT. THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE. PANELCLAW IS NOT RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS. 10.DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX. 25% OF WIND SPEED DOCUMENTED IN SITE DESIGN CRITERIA TABLE. DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES. ARRAY CLEARANCES PER ASCE 7 CONDITION DESCRIPTION MINIMUM SEPARATION 1 BETWEEN SEPARATE SOLAR ARRAYS OF SIMILAR CONSTRUCTION (0.5) (Mpv) 2 BETWEEN A SOLAR ARRAY AND A FIXED OBJECT ON THE ROOF OR SOLAR ARRAY OF DIFFERENT CONSTRUCTION (Mpv) 3 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITH A QUALIFYING PARAPET (Mpv) 4 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITHOUT A QUALIFYING PARAPET (2.0) (Mpv) >= 4ft NOTE: SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING MUST BE PROVIDED TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT. SHEET INDEX NO.DESCRIPTION PC-1 COVER SHEET PC-2 PROJECT SUMMARY PC-3 ARRAY SITE MAP PC-4 TYPICAL ARRAY DIMENSIONS PC-5 ASSEMBLIES PC-6 RACKING COMPONENTS PC-7 BALLAST LEGEND PC-8 TO PC-29 BALLAST LAYOUT - 1 TO 22 PC-30 MECHANICAL ATTACHMENT DETAIL Site Design Criteria - Flat Roof PV System Basis of Design Roof Live Load (psf)20(see footnote 1) Ground Snow Pg (psf)0 Flat Roof Snow (psf)0 Snow Importance Factor (Is)1.0 Wind Design Data Basic Wind Speed (mph)95 Risk Category II Wind Exposure C Earthquake Design Data Risk Category II Importance Factor (Ie)1.00 Component Importance Factor (Ip)1.0 Mapped Acceleration Parameter (Ss)1.311 Mapped Acceleration Parameter (S1)0.470 Seismic Site Class D Design Spectral Acceleration Parameter (Sds)1.049 Design Spectral Acceleration Parameter (Sd1)0.573 Seismic Design Category (SDC)D Basic seismic-force-resisting system(s)ASCE 7 sec. 13.6.12 & roof anchors Base Design Shear = Fp x W 0.50 W Response Modification Factor (Rp)2.5 Analysis Procedure ASCE 7 sec. 13.6.12 & ASCE 7 sec. 13.3/4 Design Code (with local amendments)2022 CBC -ASCE 7 - 16 ALTERNATE DESIGN METHOD SEAOC PV1 1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines AERIAL PHOTO / SITE DIAGRAM THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10) TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL (SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK. APPROVED FOR CONSTRUCTION PowerFlex CA - CPT -2721 Harbor- Santa Ana 2721 S Harbor Blvd, Santa Ana, CA 92704, USA 25.02.04.0 v3.0.9406.0.5 3 Re v i s e d L a y o u t a n d M o d u l e MM 20 2 5 - 0 4 - 2 8 2 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 2 3 1 Up d a t e d P o i n t L o a d L i m i t a n d M A C a p a c i t y RH 20 2 5 - 0 4 - 0 9 0 In i t i a l L a y o u t DH 20 2 5 - 0 4 - 0 1 00-REV3 PC-1 COVER SHEET 25-0242-3348.1 T ROY E.TURLEY 6-2-2025 Partner Name:PowerFlex Project Name:CA - CPT -2721 Harbor-Santa Ana Project Location:2721 S Harbor Blvd, Santa Ana, CA 92704, USA Racking System:clawFRplus 10 Degree Structural Calculations for Roof-Mounted Solar Array Submittal Release: Rev 3 Engineering Seal 04/28/2025 00-2 TITLE PAGE APPROVED FOR CONSTRUCTION T ROY E.TURLEY 6-2-2025 Final Structural Report PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 23 / 23 Appendix D – Rooftop Equipment Racking and Attachment YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 555 Menlo Dr. Ste. A, Rocklin, CA 95765 Date: December 11, 2025 Subject: Letter of Authorization – Permit Pickup & Payment To Whom It May Concern: Mars Energy Solutions hereby authorizes Karina Pineda Ochoa of Powerflex to act on behalf of the company for the following actions related to the project located at 2721 S Harbor Blvd, Santa Ana, CA 92704: • Pull and pick up the permit • Make all necessary payments associated with permit issuance • Communicate with the Authority Having Jurisdiction (AHJ) as needed to complete this process If this authorization cannot be accepted, please notify us immediately. In that event, Mars Energy Solutions will send a team member in person with a signed Letter of Authorization allowing them to pick up the permit and make payment on Rich Blair’s behalf. This Letter of Authorization is valid upon signature. Authorized Representative: Name: Brian Walter Title: VP of Operations Company: Unified Renewables LLC dba Mars Energy Solutions Signature: ____________________________ Date: _____________________ 12/11/2025