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Home My WebLink About2621 S Birch St - PlanThe scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. Bldg# 101112561 Approved by JLo Elec# 20177796 Approved by MSmith Issued 07/13/23 2621 S Birch St - 101112561-2017779 607/17/23 (N) 200A 480V Solar Fused AC Disconnect (E) 800A Main Service Panel 3-Phase, 4 wire 480 VAC 800A Existing System grounding electrode (N) 200A 3-Phase 480 VAC / NEMA 3R PV Load Center (Located At Roof) N G G N 1-1/4" EMT conduit (4) #2 AWG THWN-2 wire (1) #6 AWG THWN-2 combo EGC/GEC 200A (N) Line Side Tap NEG POS AC DC L G (N)JBOX N (N) 186 Solarever SE-166*83-455M-144 Solar Panels and 186 Tigo Energy TS4-O Optimizers wired in 10 strings of 17 Panels / 17 Optimizers PV1 - PV10 and 1 string of 16 Panels / 16 Optimizers PV11 L L NEG POS AC DC L G (N)JBOX N L L 100A 100A 2" EMT conduit (4) #4/0 AWG THWN-2 wire (1) #6 AWG THWN-2 combo EGC/GEC Inverter # 1 Inverter # 2 (N)SMA SUNNY TRIPOWER CORE1 62-US Inverter with integrated DC disconnect 1-1/2" EMT conduit (24)#10 AWG THWN-2 wire (1)#10 AWG THWN-2 combo EGC/GEC (22) #10 AWG USE-2 wire (1)#6 AWG Bare Copper ground (22 #10 AWG USE-2 wire (1)#6 AWG Bare Copper ground 1-1/2" EMT conduit (24)#10 AWG THWN-2 wire (1)#10 AWG THWN-2 combo EGC/GEC (Located At Roof) (N)SMA SUNNY TRIPOWER CORE1 62-US Inverter with integrated DC disconnect (Located At Roof) Bonding Jumper as per CEC 250.24(B) (N) 186 Solarever SE-166*83-455M-144 Solar Panels and 186 Tigo Energy TS4-O Optimizers wired in 10 strings of 17 Panels / 17 Optimizers PV12 - PV21 and 1 string of 16 Panels / 16 Optimizers PV22 E Bonding Jumper as per CEC 250.24(B) PAGE TITLE: PAGE NUMBER: ISSUE DATE SLD & Calcs 2621 S Birch St - 101112561-201777 9607/17/23 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 1/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 2/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 3/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 4/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 5/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 6/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 7/11 DESIGN PHLISOPHY TO CHECK POINT LOADS ON JOISTS/RAFTERS: Please note that PV with ballast tray is checked as a open roof structure per Fig 30.7-1 and its component loads are used to calculate the points loads to check the joists/rafters. 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 8/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 9/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 10/11 2621 S Birch St - 101112561-201777 9607/17/23 Hood Manufacturing 11/11 2621 S Birch St - 101112561-201777 9607/17/23 Engineering Alliance, Inc https://www.eng-alliance.com 4603 April Meadow Way, Sugar Land, TX 77479. Ph: 832 865 4757 02-May-2023 Unirac 1411 Broadway Blvd. NE Albuquerque, NM 87101 Tel: 505 242 6411 Attn.: Bheenu Verma, Re: Project ID & Title: 2A4EEA7D, Hood Manufacturing The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 2621 S Birch St, Santa Ana, CA 92707 Please feel free to call for any questions or clarifications. Prepared By: Engineering Alliance, Inc Sugar Land TX 02-MAY-2023 EXP.:30-JUN-2024 2621 S Birch St - 101112561-201777 9607/17/23 LEGEND: Base System Part AccessoryBILL OF MATERIALS PART NUMBER PART TYPE DESCRIPTION QUANTITY SUGGESTED QUANTITY UNIT PRICE (USD) TOTAL LIST PRICE (USD) User Supplied Ballast Block Ballast Block 812 812 0.00 0.00 310710 Ballast Bay RM Ballast Bay 10 Degree 545 545 49.25 26841.25 310750 Module Clip RM Module Clip 1662 1662 1.83 3041.46 310751 RM Hex Bolt RM Hex Bolt (Module Clip) 1662 1662 1.10 1828.20 310999 Attachment FLASHLOC RM KIT 2 2 46.20 92.40 310771 Attachment RM10 ATTACHMENT KIT 2 2 18.26 36.52 310760 RM Roof Pad RM Roof Pad 1086 1086 2.35 2552.10 008115M Wire Management MLPE Tiger Clip 372 372 2.73 1015.56 008009P Grounding Lug ILSCO LAY IN LUG (GBL4DBT) 10 10 7.54 75.40 U-BUILDER PROJECT REPORT APPLICATION VERSION: 6.0.4 PROJECT VERSION: 0.0.18 PROJECT TITLE B3D9E189 PROJECT ID 2A4EEA7D LAST UPDATED Apr. 28, 2023 ORIGINALLY CREATED Apr. 26, 2023 NAME Hood Manufacturing ADDRESS 2621 S Birch St, Santa Ana, CA 92707, USA CITY, STATE Santa Ana, CA MODULE Solarever SE-166*83-455M-144 Designed by kiran.kandi@unirac.com ROOFMOUNT RM10 Solarever 372 - SE-166*83-455M-144 13984 ft 169.26 KW 2 NOTE: Installation of the project is intended to happen within the year of project designed in UBuilder. If it's past one year please rerun the design or contact Unirac Engineering Services. 2621 S Birch St - 101112561-201777 9607/17/23 This design is to be evaluated to the product appropriate Unirac Code Compliant Installation Manual which references International Building Code 2009, 2012, 2015, 2018 and ASCE 7-05, ASCE 7-10, ASCE 7-16 and California Building Code 2010, 2016. The installation of products related to this design is subject to requirements in the above mentioned installation manual. BASE SYSTEM PRICE $31839.83 $0.188 PER WATT ACCESSORIES PRICE $3643.06 $0.022 PER WATT TOTAL PRICE $35482.89 $0.210 PER WATT 2621 S Birch St - 101112561-201777 9607/17/23 QTYDETAILED PARTS DESCRIPTION Ballast Block UserSupplied Ballast Block Standard 4x8x16 inch cap blocks. Nationwide availability. Please conﬁrm the weight of your ballast block as this will aﬀect the total blocks required for your installation. 812 Ballast Bay 310710 RM Ballast Bay 10 Degree Aluminum ballast bay attaches to north and south module edges (for 10 degree tilt installations) and provides ballast placement location. 545 Module Clip 310750 RM Module Clip Aluminum clip fastens module frame to ballast bay and provides bonding path from module to bay to module. 1662 RM Hex Bolt 310751 RM Hex Bolt (Module Clip) Hex bolt with integrated locking patch. 1662 Attachment 310999 FLASHLOC RM KIT FLASHLOC - RM is a lightweight, durable, powder-coated cast aluminum roof attachment. solution that provides fast, easy installation and helps save labor costs. 2 Attachment 310771 RM10 ATTACHMENT KIT Secures bay to attachment. 2 RM Roof Pad 310760 RM Roof Pad TPE 201-73 BK Santoprene Roof Pad. PLEASE NOTE: Depending on your roof type and seismic conditions, some quantity of roof pads may be required. These will be listed separately on your bill of materials. 1086 Wire Management 008115M MLPE Tiger Clip MLPE Tiger Clip 372 2621 S Birch St - 101112561-201777 9607/17/23 Grounding Lug 008009P ILSCO LAY IN LUG (GBL4DBT) For electrical bonding of PV modules and rails. Accepts 4-14 AWG copper wires. Tin plated copper body, 1/4" stainless steel fasteners. 10 2621 S Birch St - 101112561-201777 9607/17/23 ENGINEERING REPORT AVERAGE PSF 3.37psf Plan review TOTAL NUMBER OF MODULES 372 TOTAL KW 169.26 KW TOTAL STRUCTURE AREA ~13984 ft TOTAL WEIGHT ON ROOF 47168 lbs RACKING WEIGHT 1908 lbs MODULE WEIGHT 19270 lbs BALLAST WEIGHT 25984 lbs MAX BAY LOAD (DEAD)247 lbs SEISMIC ATTACHMENTS COUNT 2 TOTAL ATTACHMENT COUNT 2 ATTACHMENT KIT WEIGHT 7.12 lbs TOTAL BALLAST BLOCK COUNT 812 Loads Used for Design BUILDING CODE ASCE 7-16 BASIC WIND SPEED 95.00 mph GROUND SNOW LOAD 0.00 psf SEISMIC, S 1.279 ELEVATION 47.00 ft RISK CATEGORY II WIND EXPOSURE B MRI 50 VELOCITY PRESSURE, Q 12.57 psf 2 S Z Inspection PRODUCT ROOFMOUNT RM10 MODULE MANUFACTURER Solarever MODEL SE-166*83-455M-144 MODULE WATTS 455 watts MODULE LENGTH 82.44" MODULE WIDTH 40.86" MODULE THICKNESS 1.37" MODULE WEIGHT 51.80 lbs HALF BLOCK ALLOWED No ADD SUPPLEMENTAL BAYS No SETBACK DISTANCE 3 ft HALF BLOCK ALLOWED No BALLAST BLOCK (CMU) WEIGHT 32.0 lbs MAX BLOCKS PER NORTH BAY 6 MAX BLOCKS PER NON NORTH BAY 4 BUILDING HEIGHT 22.00 ft LONGEST BUILDING LENGTH 206.00 ft ROOF TYPE EPDM PARAPET HEIGHT <= 1/2 Array Height (<= 6 inches) DEAD LOAD FACTOR 1.000 ATTACHMENTS OPTIMIZATION CRITERIA Maximize Ballast ATTACHMENT TYPE UNIRAC FLASHLOC RM ATTACHMENT ASD ALLOWABLE UPLIFT 620.0 lbs ATTACHMENT ASD ALLOWABLE SHEAR 523.0 lbs CONTROLLING COMPONENT UPLIFT CAPACITY RACKING CONTROLLING COMPONENT SHEAR CAPACITY RACKING 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 1 AVERAGE PSF 3.28 psf TOTAL NUMBER OF MODULES:40 TOTAL KW:18.20 KW TOTAL AREA:1558 ft TOTAL WEIGHT ON ROOF:5105 lbs RACKING WEIGHT:217 lbs MODULE WEIGHT:2072 lbs MODIFIED DEAD LOAD FACTOR 1.0 BALLAST WEIGHT:2816 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 62 RM MODULE CLIP 175 RM HEX BOLT (MODULE CLIP)175 RM ROOF PAD 124 BALLAST BLOCK 88 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:17 MAX NUMBER OF EAST-WEST COLUMNS:37 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 1 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 2 AVERAGE PSF 3.93 psf TOTAL NUMBER OF MODULES:17 TOTAL KW:7.74 KW TOTAL AREA:682 ft TOTAL WEIGHT ON ROOF:2678 lbs RACKING WEIGHT:102 lbs MODULE WEIGHT:881 lbs MODIFIED DEAD LOAD FACTOR 1.0 BALLAST WEIGHT:1696 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 29 RM MODULE CLIP 75 RM HEX BOLT (MODULE CLIP)75 RM ROOF PAD 58 BALLAST BLOCK 53 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:15 MAX NUMBER OF EAST-WEST COLUMNS:33 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 2 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 3 AVERAGE PSF 3.02 psf TOTAL NUMBER OF MODULES:53 TOTAL KW:24.12 KW TOTAL AREA:1969 ft TOTAL WEIGHT ON ROOF:5941 lbs RACKING WEIGHT:252 lbs MODULE WEIGHT:2745 lbs MODIFIED DEAD LOAD FACTOR 1.0 BALLAST WEIGHT:2944 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 72 RM MODULE CLIP 227 RM HEX BOLT (MODULE CLIP)227 RM ROOF PAD 144 BALLAST BLOCK 92 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:18 MAX NUMBER OF EAST-WEST COLUMNS:39 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 3 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 4 AVERAGE PSF 10.33 psf TOTAL NUMBER OF MODULES:6 TOTAL KW:2.73 KW TOTAL AREA:272 ft TOTAL WEIGHT ON ROOF:2813 lbs RACKING WEIGHT:70 lbs MODULE WEIGHT:311 lbs MODIFIED DEAD LOAD FACTOR 0.6 BALLAST WEIGHT:2432 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 20 RM MODULE CLIP 40 RM HEX BOLT (MODULE CLIP)40 RM ROOF PAD 28 BALLAST BLOCK 76 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:10 MAX NUMBER OF EAST-WEST COLUMNS:21 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 4 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 5 AVERAGE PSF 3.23 psf TOTAL NUMBER OF MODULES:38 TOTAL KW:17.29 KW TOTAL AREA:1445 ft TOTAL WEIGHT ON ROOF:4660 lbs RACKING WEIGHT:196 lbs MODULE WEIGHT:1968 lbs MODIFIED DEAD LOAD FACTOR 1.0 BALLAST WEIGHT:2496 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 56 RM MODULE CLIP 165 RM HEX BOLT (MODULE CLIP)165 RM ROOF PAD 112 BALLAST BLOCK 78 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:17 MAX NUMBER OF EAST-WEST COLUMNS:37 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 5 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 6 AVERAGE PSF 3.15 psf TOTAL NUMBER OF MODULES:72 TOTAL KW:32.76 KW TOTAL AREA:2730 ft TOTAL WEIGHT ON ROOF:8609 lbs RACKING WEIGHT:368 lbs MODULE WEIGHT:3730 lbs MODIFIED DEAD LOAD FACTOR 1.0 BALLAST WEIGHT:4512 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 105 RM MODULE CLIP 315 RM HEX BOLT (MODULE CLIP)315 RM ROOF PAD 210 BALLAST BLOCK 141 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:17 MAX NUMBER OF EAST-WEST COLUMNS:38 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 6 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 7 AVERAGE PSF 6.47psf TOTAL NUMBER OF MODULES:6 TOTAL KW:2.73 KW TOTAL AREA:228 ft TOTAL WEIGHT ON ROOF:1473 lbs RACKING WEIGHT:42 lbs MODULE WEIGHT:311 lbs MODIFIED DEAD LOAD FACTOR 1.0 BALLAST WEIGHT:1120 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 12 RM MODULE CLIP 36 RM HEX BOLT (MODULE CLIP)36 RM ROOF PAD 24 BALLAST BLOCK 35 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:11 MAX NUMBER OF EAST-WEST COLUMNS:25 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 7 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 8 AVERAGE PSF 5.31 psf TOTAL NUMBER OF MODULES:5 TOTAL KW:2.28 KW TOTAL AREA:227 ft TOTAL WEIGHT ON ROOF:1204 lbs RACKING WEIGHT:42 lbs MODULE WEIGHT:259 lbs MODIFIED DEAD LOAD FACTOR 0.6 BALLAST WEIGHT:896 lbs SEISMIC ATTACHMENTS COUNT 2 TOTAL ATTACHMENT COUNT:2 ATTACHMENT KIT WEIGHT:7.12 lbs BOM PART QTY RM BALLAST BAY 10 DEGREE 12 RM MODULE CLIP 24 RM HEX BOLT (MODULE CLIP)24 RM ROOF PAD 20 FLASHLOC RM KIT 2 RM10 ATTACHMENT KIT 2 BALLAST BLOCK 28 2 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 8 - Ballast Map with Attachment LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 9 AVERAGE PSF 3.03 psf TOTAL NUMBER OF MODULES:45 TOTAL KW:20.48 KW TOTAL AREA:1640 ft TOTAL WEIGHT ON ROOF:4973 lbs RACKING WEIGHT:210 lbs MODULE WEIGHT:2331 lbs MODIFIED DEAD LOAD FACTOR 1.0 BALLAST WEIGHT:2432 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 60 RM MODULE CLIP 200 RM HEX BOLT (MODULE CLIP)200 RM ROOF PAD 120 BALLAST BLOCK 76 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:18 MAX NUMBER OF EAST-WEST COLUMNS:39 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 9 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 10 AVERAGE PSF 3.00 psf TOTAL NUMBER OF MODULES:90 TOTAL KW:40.95 KW TOTAL AREA:3234 ft TOTAL WEIGHT ON ROOF:9712 lbs RACKING WEIGHT:410 lbs MODULE WEIGHT:4662 lbs MODIFIED DEAD LOAD FACTOR 1.0 BALLAST WEIGHT:4640 lbs TOTAL ATTACHMENT COUNT:0 BOM PART QTY RM BALLAST BAY 10 DEGREE 117 RM MODULE CLIP 405 RM HEX BOLT (MODULE CLIP)405 RM ROOF PAD 234 BALLAST BLOCK 145 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:12.0" TO FIXED OBJECT ON ROOF:24.0" TO ROOF EDGE WITH QUALIFYING PARAPET:24.0" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:48.0" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:18 MAX NUMBER OF EAST-WEST COLUMNS:39 *See ASCE 7-16 Section 13.6.12 for more details 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 - Array 10 - Modiﬁed Uplift Ballast Map LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 ROOF PAD DETAILS Minimum ratios by main roof types for application where friction coeﬃcients must be met: EPDM 1:1 Pads on each primary bay TPO 1:4 Pads on 1 of every 4 primray bays PVC 1:4 Pads on 1 of every 4 primary bays Mineral cap N/A No pads required NOTE 1. It is always an option to apply roof pads to all bays in an array even when not required 2. Roof pads are always applied 2 per bay (one on each ski to avoid unbalancing chasis). 3. When installing minimum roof pads for friction (at 1:4 ratio), apply 2 roof pads to every 4 primray bay staggering the o ﬀset between the rows: 1. Alternativey, install 2 roof pads to every other bay in a row of bays, then skip a row, and do it again 2. Skip any bays that have mechanical roof attachments(i.e., Anchor products, FlashLoc RM or OMG attachments). th 2621 S Birch St - 101112561-201777 9607/17/23 WIND DESIGN DETAIL Terrain Category B Basic Wind Speed 95.00 mph Elevation 47.00 ft Exposure B Section 26.7 (ASCE 7-16) Risk Category II Table 1.5‐1 (ASCE 7‐16) Mean Roof Height 22.00 ft Numerical coeﬃcient 0.002560 Section 30.3.2 (ASCE 7-16) Topographic Factor, K 1.00 Section 26.8.2 (ASCE 7-16) Wind Directionality Factor, K 0.85 Section 26.6-1 (ASCE 7-16) Ground Elevation Factor, K 0.998 Section 26.10-1 (ASCE 7-16) Velocity Pressure Exposure Coeﬃcient, K 0.64 Table 26.10.1 (ASCE 7-16) Design Life Factor , f 1.0000 Velocity Pressure at Height, q 12.57 psf Equation 26.10.1 (ASCE 7-16) Design Life Velocity Pressure, q x f 12.57 psf Equation C26.5-4 (ASCE 7-16) zt d e z 2 c 2 z z c 2 2621 S Birch St - 101112561-201777 9607/17/23 SEISMIC DESIGN PER ASCE 7-16 Site Classiﬁcation D_DEFAULT Section 11.4.3 (ASCE 7-16) S 1.279 g Section 11.4.2 (ASCE 7-16) Risk Category II Site Coeﬃcient, F (Minimum 1.2)1.2 Table 11.4-1 (ASCE 7-16) S 1.535 g Section 11.4.4 (ASCE 7-16) S 1.023 g Section 11.4.5 (ASCE 7-16) Module Weight 51.80 lbs Racking and Ballast Weight to One Module 67.50 lbs Capacity of Connections to One Module (N/S)348.00 lbs Capacity of Connections to One Module (E/W)764.00 lbs W1 (Module, Racking, and Ballast Weight to One Module)119.30 lbs Maximum of 0.133 S W1 or 0.1 W1 16.24 lbs Maximum Number of Modules per Row (N‐S)18 Maximum Number of Modules per Column (E‐W)39 Building Importance Factor, I 1.00 Table 1.5-2 (ASCE 7-16) Importance Factor of Array, I 1.00 Section 13.6-1 (ASCE 7-16) Design for Seismic Separation δ =[max(I (S -0.4) x 60, 24) in] or 24 in 24.00"Section 13.6.12 (ASCE 7-16) Setback Between Arrays (0.5 x I x δ )12.00"Section 13.6.12 (ASCE 7-16) Setback Between Array and Objects (I x δ )24.00" Section 13.6.12 (ASCE 7-16) Setback Between Array and Edge of Parapet (I x δ )24.00" Section 13.6.12 (ASCE 7-16) Setback Between Array and Roof Edge without Parapet (1.5 x I x δ )48.00" Section 13.6.12 (ASCE 7-16) s a MS DS DS e p mpv e DS 2 p mpv P mpv e mpv e mpv 2621 S Birch St - 101112561-201777 9607/17/23 SNOW DESIGN Risk Category II Table 1.5‐1 (ASCE 7‐16) Importance Factor, I 1.00 Table 1.5 ‐2 (ASCE 7‐16) Exposure Category B Section 26.7 (ASCE 7‐16) Roof Exposure Category Partially Exposed Section 26.7 (ASCE 7‐16) Exposure Factor, C 1.00 Table 7.3-1 (ASCE 7‐16) Thermal Factor, C 1.00 Table 7.3-2 (ASCE 7‐16) Ground Snow, p 0.00 psf Tilt Angle 10° Minimum Snow Load, p p = I p , For p ≤ 20 psf 0.00 psf Section 7.3.4 (ASCE 7‐16) p = 20 I , For p > 20 psf 20.00 psf Section 7.3.4 (ASCE 7‐16) Flat Roof Snow Load, p = Max(0.7 C C I p , p ) 0.00 psf Equation 7.3‐1 (ASCE 7‐16) Slope Factor, C 1.00 Figure 7‐2a (ASCE 7‐16)* Sloped Roof Snow Load, p = C p 0.00 psf Equation 7.4‐1 (ASCE 7‐16)* *Section C7.8 states "collectors should be designed to sustain a load calculated by using the "unobstructed slippery surfaces" curve in Fig. 7‐2a." This indicates that Ct ≤ 1.0. Per Figure 7‐2a for a roof slope of 5° with the unobstructed slippery surfaces graph, Cs = 1.0. S e t g m m s g g m s g f e t s g m s s s f 2621 S Birch St - 101112561-201777 9607/17/23 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 1 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 1 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 1 LEGEND Module LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 1 UPLIFT CALCULATIONS DRAG CALCULATIONS LEGEND Module Gcp factor per module (uplift) map - Roof Area 1 - Array 1 Factored total wind uplift map - Roof Area 1 - Array 1 LEGEND Module Drag Gcp factor per module - Roof Area 1 - Array 1 LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 1 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 2 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 2 LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 2 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 2 UPLIFT CALCULATIONS LEGEND Module LEGEND Module Gcp factor per module (uplift) map - Roof Area 1 - Array 2 Factored total wind uplift map - Roof Area 1 - Array 2 LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 DRAG CALCULATIONS TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 2 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 3 Drag Gcp factor per module - Roof Area 1 - Array 2 LEGEND Module LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. 2621 S Birch St - 101112561-201777 9607/17/23 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 3 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 3 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 3 LEGEND Module LEGEND Module LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 UPLIFT CALCULATIONS DRAG CALCULATIONS TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 3 Gcp factor per module (uplift) map - Roof Area 1 - Array 3 Factored total wind uplift map - Roof Area 1 - Array 3 LEGEND Module Drag Gcp factor per module - Roof Area 1 - Array 3 LEGEND Module LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load 2621 S Birch St - 101112561-201777 9607/17/23 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 4 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 4 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 4 NOTE For exact values please check DXF ﬁle. LEGEND Module LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 4 UPLIFT CALCULATIONS DRAG CALCULATIONS TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 4 LEGEND Module Gcp factor per module (uplift) map - Roof Area 1 - Array 4 Factored total wind uplift map - Roof Area 1 - Array 4 LEGEND Module Drag Gcp factor per module - Roof Area 1 - Array 4 LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 5 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 5 LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 5 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 5 UPLIFT CALCULATIONS LEGEND Module LEGEND Module Gcp factor per module (uplift) map - Roof Area 1 - Array 5 Factored total wind uplift map - Roof Area 1 - Array 5 LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 DRAG CALCULATIONS TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 5 Drag Gcp factor per module - Roof Area 1 - Array 5 LEGEND Module LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. 2621 S Birch St - 101112561-201777 9607/17/23 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 6 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 6 LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 6 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 6 UPLIFT CALCULATIONS LEGEND Module LEGEND Module Gcp factor per module (uplift) map - Roof Area 1 - Array 6 Factored total wind uplift map - Roof Area 1 - Array 6 2621 S Birch St - 101112561-201777 9607/17/23 DRAG CALCULATIONS TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 6 LEGEND Module Drag Gcp factor per module - Roof Area 1 - Array 6 LEGEND Module LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. 2621 S Birch St - 101112561-201777 9607/17/23 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 7 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 7 LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 7 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 7 LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 UPLIFT CALCULATIONS DRAG CALCULATIONS Gcp factor per module (uplift) map - Roof Area 1 - Array 7 Factored total wind uplift map - Roof Area 1 - Array 7 LEGEND Module Drag Gcp factor per module - Roof Area 1 - Array 7 LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 7 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 8 LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 8 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 8 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 8 LEGEND Module LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 UPLIFT CALCULATIONS DRAG CALCULATIONS TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 8 Gcp factor per module (uplift) map - Roof Area 1 - Array 8 Factored total wind uplift map - Roof Area 1 - Array 8 LEGEND Module Drag Gcp factor per module - Roof Area 1 - Array 8 LEGEND Module LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. 2621 S Birch St - 101112561-201777 9607/17/23 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 9 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 9 LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 9 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 9 UPLIFT CALCULATIONS LEGEND Module LEGEND Module Gcp factor per module (uplift) map - Roof Area 1 - Array 9 Factored total wind uplift map - Roof Area 1 - Array 9 2621 S Birch St - 101112561-201777 9607/17/23 DRAG CALCULATIONS TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 9 LEGEND Module Drag Gcp factor per module - Roof Area 1 - Array 9 LEGEND Module LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. 2621 S Birch St - 101112561-201777 9607/17/23 DEAD LOAD PER MODULE(D) - Roof Area 1 - Array 10 SNOW LOAD PER MODULE(S) - Roof Area 1 - Array 10 LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 WIND LOAD (UPWARD) PER MODULE - Roof Area 1 - Array 10 LEGEND Module LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 FINAL DOWNLOAD PER MODULE MAP - Roof Area 1 - Array 10 UPLIFT CALCULATIONS LEGEND Module Gcp factor per module (uplift) map - Roof Area 1 - Array 10 Factored total wind uplift map - Roof Area 1 - Array 10 LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 DRAG CALCULATIONS TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay - Roof Area 1 - Array 10 Drag Gcp factor per module - Roof Area 1 - Array 10 LEGEND Module 2621 S Birch St - 101112561-201777 9607/17/23 NOTE 1. Unirac testing was performed as per AISI S100-2007 standards 2. Terrapin testing report roof mount ballast support coeﬃcient of friction testing RM 2.0 family (July 13, 2016) (Static,Kinetic,Wet and Dry testing performed) LEGEND Module X Bay - Downpoint load X Bay - Maximum downpoint load NOTE For exact values please check DXF ﬁle. 2621 S Birch St - 101112561-201777 9607/17/23 RM10 U-BUILDER PRODUCT ASSUMPTIONS RM10 – Ballasted Flat Roof Systems Limitations of Responsibility: It is the user’s responsibility to ensure that inputs are correct for your speciﬁc project. Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or building design for this project. Building Assumptions 1. Risk Category I to IV 2. Minimum allowed setback distance is 1 ft 3. Building Height ≤ 150 ft 4. Building Height > 50 ft: only where (longest length of building x building height)^0.5 ≤ 100 ft 5. Roof Slope ≥ 0° (0:12) and ≤ 3° (5/8:12) for Seismic Design Category C, D, E and F. For low seismic regions Seismic Design Category A and B (provided Array Importance factor = 1.0), Roof Slope ≥ 0° (0:12) and ≤ 7° (1 1/2:12). 6. Rooﬁng Material Types: EDPM, PVC, TPO, or Mineral Cap 7. Surrounding Building Grade: Level 8. Building Height > 60 ft requires attachments Ballast Blocks The installer is responsible for procuring the ballast blocks (Concrete Masonry Units – CMU) and verifying the required minimum weight needed for this design. CMU should comply with ASM standard speciﬁcation for concrete roof pavers designation (C1491 or C90 with an integral water repellent suitable for the climate it is placed. It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal dimensions of 4”x8”x16”. The actual block dimensions are 3/8” less than the nominal dimensions. Ballast blocks should have a weight as speciﬁed for the project in the “Inspection” section of this report. Design Parameters 1. Risk Category I to IV 2. Wind Design a. Basic Wind Speed: 85-120 mph (ASCE 7-05)/110-150 mph (ASCE 7-10)/90-180 mph (ASCE 7-16) b. Exposure: B, C or D (ASCE 7-05/ASCE 7-10) c. 25 year Design Life/50 year Design Life for ASCE 7-16 d. Elevation: Insertion of the project at - grade elevation can result in a reduction of wind pressure. If your project is in a special case study region or in an area where wind studies have been performed, please verify with your jurisdiction to ensure that elevation eﬀects have not already been factored into the wind speed. If elevation e ﬀects have been included in your wind speed, please select 0 ft as the project site elevation. e. Wind Tunnel Testing: Wind tunnel testing coeﬃcients have been utilized for design of the system. 3. Snow Design a. Ground Snow Load: 0-100 psf (ASCE 7-10/ASCE 7-16) b. Roof Snow Load: Calculation per Section 7.3 (ASCE 7-05/ASCE 7-10/ASCE 7-16) c. Unbalanced/Drifting/Sliding: Results are based on the uniform snow loading and do not consider unbalanced, drifting, and sliding conditions 4. Seismic Design a. Report SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 – Structural Seismic Requirements and Commentary for Rooftop Solar Photovoltaic Arrays b. Seismic Site Class: A, B, C, or D (ASCE 7-05/ASCE 7-10/ASCE 7-16) Properties 1. Bay Weight: ~3.5 lbs 2. Module Gaps (E/W) = 0.25 in 3. Bays: North row bays overhang the module by ~19.5 inches. Module Properties 1. Module return ﬂange: Minimum of 0.9in (when using 1-3/4 in. clip bolts) is required. 2. Module return ﬂange: Minimum of 0.65in (when using 2 in. clip bolts) is required. 2621 S Birch St - 101112561-201777 9607/17/23 Testing 1. Coeﬃcient of Friction 2. Wind Tunnel 3. UL 2703 4. Component Testing (Bay and Clamp) Setbacks For the wind tunnel recommendations in U-Builder to apply, the following setbacks should be observed/followed for U-Builder wind design: 1. Modules should be placed a minimum of 3 feet from the edge of the building in any direction. 2. If the array is located near an obstruction that is 3.5 feet wide and 3.5 feet high or larger, the nearest module of the array must be located a distance from the obstruction that is greater than or equal to the height of the obstruction. Exception: When using ASCE 7-16 Building Code and using the obstruction feature in the module editor to accurately model the size and location of obstruction. 3. Installations within the setbacks listed above require site speciﬁc engineering 4. The setbacks above are for wind and seismic. Fire access isles, mechanical equipment etc., may require larger setbacks than listed above. Site Speciﬁc Engineering Conditions listed below are beyond the current capabilities of U-Builder. Site speciﬁc engineering is required. 1. Wind designs for a project design life exceeding 25 years 1/ASCE 7-16 2. Building assumptions and design parameters outside of U-Builder assumptions 3. Attachments 4. Risk Category III or IV projects (U-Builder can be adjusted for the correct wind, but not the seismic or snow design) 5. Wind tunnel testing reduction factors are not permitted by the Authority Having Jurisdiction (AHJ) 6. Seismic designs that fall outside SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 recommendations (>3% roof slope, or AHJ’s that require shake table testing or non-linear site-speciﬁc response history analysis) 7. Signed and sealed site-speciﬁc calculations, layouts, and drawings 8. Building that is not enclosed and categorized as open structures, carport or others Notes: 1. Please contact info@unirac.com. 2. Please contact EngineeringServices@unirac.com for more information. 2 2 2 2 3 3 3 2621 S Birch St - 101112561-201777 9607/17/23 INSTALLATION AND DESIGN PLAN Roof Area 1 Roof Area 1 / Roof Area 1 - Array 1 2621 S Birch St - 101112561-201777 9607/17/23 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 17 18 36 1152.0 2 17 18 22 704.0 3 3 18 19 608.0 4 3 4 6 192.0 5 0 4 5 160.0 Roof Area 1 / Roof Area 1 - Array 2 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 21.54 ft EW DIMENSION ~ 117.14 ft 2621 S Birch St - 101112561-201777 9607/17/23 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 8 9 20 640.0 2 9 10 22 704.0 3 0 10 11 352.0 Roof Area 1 / Roof Area 1 - Array 3 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 11.58 ft EW DIMENSION ~ 62.02 ft 2621 S Birch St - 101112561-201777 9607/17/23 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 11 12 24 768.0 2 14 15 18 576.0 3 14 15 18 576.0 4 14 15 17 544.0 5 0 15 15 480.0 Roof Area 1 / Roof Area 1 - Array 4 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 21.54 ft EW DIMENSION ~ 96.47 ft 2621 S Birch St - 101112561-201777 9607/17/23 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 6 13 48 1536.0 2 0 7 28 896.0 Roof Area 1 / Roof Area 1 - Array 5 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 6.60 ft EW DIMENSION ~ 41.35 ft 2621 S Birch St - 101112561-201777 9607/17/23 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 2 3 6 192.0 2 10 11 20 640.0 3 13 14 20 640.0 4 13 14 18 576.0 5 0 14 14 448.0 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 21.54 ft EW DIMENSION ~ 89.58 ft 2621 S Birch St - 101112561-201777 9607/17/23 Roof Area 1 / Roof Area 1 - Array 6 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 14 15 31 992.0 2 8 15 21 672.0 3 4 10 13 416.0 4 10 11 15 480.0 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 36.47 ft EW DIMENSION ~ 96.47 ft 2621 S Birch St - 101112561-201777 9607/17/23 5 14 15 19 608.0 6 14 15 18 576.0 7 8 15 15 480.0 8 0 9 9 288.0 Roof Area 1 / Roof Area 1 - Array 7 Layout Dimensions LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 16.56 ft EW DIMENSION ~ 13.78 ft 2621 S Birch St - 101112561-201777 9607/17/23 ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 2 3 11 352.0 2 2 3 8 256.0 3 2 3 10 320.0 4 0 3 6 192.0 Roof Area 1 / Roof Area 1 - Array 8 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 5 6 16 512.0 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 6.60 ft EW DIMENSION ~ 34.45 ft 2621 S Birch St - 101112561-201777 9607/17/23 2 0 6 12 384.0 Roof Area 1 / Roof Area 1 - Array 9 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 9 10 20 640.0 2 9 10 12 384.0 3 9 10 11 352.0 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. NS DIMENSION ~ 26.52 ft EW DIMENSION ~ 62.02 ft 2621 S Birch St - 101112561-201777 9607/17/23 4 9 10 10 320.0 5 9 10 11 352.0 6 0 10 12 384.0 Roof Area 1 / Roof Area 1 - Array 10 LEGEND Module 1 Standard corner bay with CMU block count 4 Supplemental bay with CMU block count NOTE Blocks above with values greater than 4 require extra ballast bays, except north-most bays which require extra bays for values greater than 6. The proper number of bays are provided in the Bill of Materials. The installer must install these extra bays as near to the indicated location as possible. Install roof pads to every bay. 2621 S Birch St - 101112561-201777 9607/17/23 Layout Dimensions ROW MODULES BAYS BALLAST BLOCKS (CMU)BALLAST WEIGHT (LBS) 1 5 7 14 448.0 2 9 10 17 544.0 3 9 10 13 416.0 4 9 10 10 320.0 5 9 10 12 384.0 6 9 10 10 320.0 7 4 10 11 352.0 8 9 10 14 448.0 9 9 10 11 352.0 10 9 10 11 352.0 11 9 10 10 320.0 12 0 10 12 384.0 NS DIMENSION ~ 56.39 ft EW DIMENSION ~ 62.02 ft 2621 S Birch St - 101112561-201777 9607/17/23 tigoenergy.com Features • Highinputcurrentrating Nowrated for 20AImp/25AIsc to better accommodate bifacial and high current modules • Simple, FastInstallation Snap to standard PVmodule frame or remove clipsfor rackmounting • PLCSignaling Rapid shutdown signaling over PVconductors • Automatic Shutdown PVarray entersrapid shutdown in the event of AC grid loss • PVRSS Certiﬁed Tested and ULcertiﬁed with hundreds of top inverter models TS4-A-2F Module-level PVRapid Shutdownfortwo modules PN: 002-00092-00 | Rev. 2.0 2022.9.8 QuickSpecs TS4-A-2F Dimensions(W x H x D)138.4 x 139.7x 22.9mm(5.4 x 5.5 x 0.9in) Weight 590g (1.3lbs) Max Current (Imp/Isc)*15A 20A/25A Max Wattage 1000W 1400W *Use local codes/requirements to calculate maximumcurrent. The TS4-A-2F (Fire Safety) isthe advanced add-on rapid shutdown solution that bringssmart module functionality to standard PVmodules for higher reliability. Ensure safety by upgrading existing PVsystems or by adding safety features to newinstallations. The TS4-A-2F complies with NEC2017&2020 690.12 Rapid Shutdown speciﬁcationswhen installed with the Tigo RSS Transmitter or an inverter with built-in Tigo certiﬁed transmitter. NECRapid Shutdown Compliant Standard Warranty 300 MONTHS TS4-A-F W H D TS4-A-2F 2621 S Birch St - 101112561-201777 9607/17/23 tigoenergy.com PN: 002-00092-00 | Rev. 2.0 2022.9.8 Electrical Data 15A 25A Maximuminputvoltage (perinput)80V Operating voltage range¹16 - 80V Maximuminput current (Isc)N/A 25Aper input Maximuminput current (Imp)15Aper input 20Aper input Maximumwattage (total) 1000W (500W per input) 1400W (700W per input) ¹Maximumoutput voltage of the TS4 is dependent on the PVmodule voltage. Refer to PVmodules nameplate. Connections Module Conductor lengths²0.12/1.2/1.3m, optionsavailable² String Conductor lengths 2.2/2.4m, optionsavailable² Connectors²MC4, EVO2, optionsavailable² ²Contact sales for additional connector and conductor length options. MOQ may apply. General Data Operating temperature range -30°C to +80°C (-22°F to +176°F) Storage temperature range -40°C to +85°C (-40°F to +185°F) Recommended fuse rating 30A Outdoor rating IP68 Maximumaltitude 3000m Efﬁciency 99.9% Communication PLC Rapid Shutdown ULListed (NEC 2017&2020 690.12)Yes Rapid Shutdown Time Limit 30 secs or less³ Conductor AWGRange 10-12 AWG PVRSE Controlled Conductors ≤30 Vdc, ≤240VA, ≤8A³ ³Limits are based on NEC 690.12 rapid shutdown requirements. Warranty 25 years Ordering Information UL/IEC IEC 484-00252-22 TS4-A-2F, 15A, 1000W, 1500VUL/1000VIEC, 2.2mCable, MC4 • 484-00252-24 TS4-A-2F, 15A, 1000W, 1500VUL/1000VIEC, 1.2/1.3/2.4mCable, MC4 • 484-00261-22 TS4-A-2F, 15A, 1000W, 15000VUL/IEC, 2.2mCable, EVO2 • 484-00261-24 TS4-A-2F, 15A, 1000W, 1500VUL/IEC, 1.2/1.3/2.4mCable, EVO2 • 485-00252-22 TS4-A-2F, 25A, 1400W, 1500VUL/1000VIEC, 0.12/0.2/2.2M Cable, MC4 • 485-00252-24 TS4-A-2F, 25A, 1400W, 1500VUL/1000VIEC, 1.2/1.3/2.4mCable, MC4 • 487-00252-24 TS4-A-2F, 25A, 1400W, 1000VIEC, 1.2/1.3/2.4mCable, MC4 • 487-00261-22 TS4-A-2F, 25A, 1400W, 1500VIEC, 0.12/0.2/2.2M Cable, EVO2 • 487-00261-24 TS4-A-2F, 25A, 1400W, 1500VIEC, 1.2/1.3/2.4mCable, EVO2 • Certiﬁcations UL1741, PVRSS, CSA22.2, IEC 62109 PVRSS certiﬁed inverters For a list of all PVRSS certiﬁed inverters, please see: www.tigoenergy.com/ul-pvrss Installation example Module mounting requirements FRAMETHICKNESS RANGE GLASS 1.2mm - 3mm min.30mm min.22mm ALUMINUM FRAME Moduleframespeciﬁcations for mountingTS4-A Additional resources E469960 Photovoltaic Rapid Shutdown System Equipment, QĲW + +- - Tigo Rapid Shutdown DONOTDISCONNECT UNDERLOAD NEC690.12-2017and C22.1-2015Rule64.218 4 - 123A TS4-A-2F Installation example:Serial connection of two PVmodules to a TS4-A-2F 2621 S Birch St - 101112561-201777 9607/17/23 2621 S Birch St - 101112561-201777 9607/17/23 PAGE TITLE: PAGE NUMBER: ISSUE DATE DETAIL 2621 S Birch St - 101112561-201777 9607/17/23 PAGE TITLE: PAGE NUMBER: ISSUE DATE SIGNAGE DETAIL CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 6" 6" Format: White lettering on a red background. (2) Minimum 3/8 inches letter height. (3) All letters shall be capitalized. (4) Arial or similar font, non-bold. Material: Reflective, weather resistant material suitable for the environment (use UL-969 as standard for weather rating). Durable adhesive materials meet this requirement. CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT __________ A NOM. OPERATING AC VOLTAGE __________ V WARNING: INVERTER OUTPUT CONNECTION DO NOT RELOCATE OVERCURRENT DEVICE 240 159.00 SOLAR DC DISCONNECT PHOTOVOLTAIC POWER SOURCE DC DISCONNECT RATED MAX. POWER POINT CURRENT ________ A RATED MAX. POWER POINT VOLTAGE ________ V MAXIMUM SYSTEM VOLTAGE ________ V SHORT CIRCUIT CURRENT ________ A PHOTOVOLTAIC AC DISCONNECT RATED AC OUTPUT CURRENT __________ A NOM. OPERATING AC VOLTAGE __________ V SOLAR AC DISCONNECT WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT 240 1000 WARNING THE DISCONNECTION OF THE GROUNDED CONDUCTOR(S) MAY RESULT IN OVERVOLTAGE ON THE EQUIPMENT. WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL 301.40 804.46 157.30 159.00 WARNING: PHOTOVOLTAIC POWER SOURCE PHOTOVOLTAIC SOLAR SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN SYSTEM TURN RAPID SHUTOFF SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY. Photovoltaic Solar Panels RAPID SHUTDOWN SWITCH FOR SOLAR PHOTOVOLTAIC SYSTEM 2621 S Birch St - 101112561-201777 9607/17/23 2621 S Birch St - 101112561-201777 9607/17/23 2621 S Birch St - 101112561-201777 9607/17/23 www.SMA-America.com ST P 3 3 - U S - 4 1 / S T P 5 0 - U S - 4 1 / S T P 6 2 - U S - 4 1 Fully integrated • Innovative design requires no additional racking for rooftop installation • Integrated DC and AC disconnects and overvoltage protection • 12 direct string inputs for reduced labor and material costs Increased power, ﬂexibility • Multiple power ratings for small to large scale commercial PV installations • Six MPP trackers for flexible stringing and maximum power production • OptiTrac™ Global Peak shade tolerant MPP tracking Enhanced safety, reliability • Integrated SunSpec PLC signal for module-level rapid shutdown compliance to 2017 NEC • Next-gen DC AFCI arc-fault protection certiﬁed to new Standard UL 1699B Smart monitoring, control, service • Advanced smart inverter grid support capabilities • Increased ROI with SMA ennexOS cross sector energy management platform • SMA Smart Connected proactive O&M solution reduces time spent diagnosing and servicing in the field SUNNY TRIPOWER CORE1 33-US / 50-US / 62-US It stands on its own The Sunny Tripower CORE1 is the world’s first free-standing PV inverter for commercial rooftops, carports, ground mount and repowering legacy solar projects. Now with expanded features and new power classes, the CORE1 is the most versatile, cost- effective commercial solution available. From distribution to construction to operation, the Sunny Tripower CORE1 enables logistical, material, labor and service cost reductions. Integrated SunSpec PLC for rapid shutdown and enhanced DC AFCI arc-fault protection ensure compliance to the latest safety codes and standards. With Sunny Tripower CORE1 and SMA’s ennexOS cross sector energy management platform, system integrators can deliver comprehensive commercial energy solutions for increased ROI. SUNNY TRIPOWER CORE1 33-US / 50-US / 62-US 2621 S Birch St - 101112561-201777 9607/17/23 ST P C O R E 1 - D U S 1 8 2 6 1 9 SM A a n d S u n n y T r i p o w e r a r e r e g i s t e r e d t r a d e m a r k s o f S M A S o l a r T e c h n o l o g y A G . P r i n t e d o n F S C - c e r t i ﬁ e d p a p e r . A l l p r o d u c t s a n d s e r v i c e s d e s c r i b e d a s w e l l a s t e c h n i c a l d a t a ar e s u b j e c t t o c h a n g e , e v e n f o r r e a s o n s o f c o u n t r y - s p e c i ﬁ c d e v i a t i o n s , a t a n y t i m e w i t h o u t n o t i c e . S M A a s s u m e s n o l i a b i l i t y f o r e r r o r s o r o m i s s i o n s . F o r c u r r e n t i n f o r m a t i o n , s e e w w w . S M A - S o l a r . c o m . Accessories SMA Sensor Module MD.SEN-US-40 SMA Data Manager M EDMM-US-10 AC Surge Protection Module Kit AC_SPD_KIT1-10, AC_SPD_KIT2_T1T2 DC Surge Protection Module Kit DC_SPD_KIT4-10, DC_SPD_KIT5_T1T2 Universal Mounting System UMS_KIT-10 SMA America, LLC Toll Free +1 888 4 SMA USA www.SMA-America.com Technical data*Sunny Tripower CORE1 33-US Sunny Tripower CORE1 50-US Sunny Tripower CORE1 62-US Input (DC) Maximum array power 50000 Wp STC 75000 Wp STC 93750 Wp STC Maximum system voltage 1000 V Rated MPP voltage range 330 V … 800 V 500 V … 800 V 550 V … 800 V MPPT operating voltage range 150 V … 1000 V Minimum DC voltage / start voltage 150 V / 188 V MPP trackers / strings per MPP input 6 / 2 Maximum operating input current / per MPP tracker 120 A / 20 A Maximum short circuit current per MPPT / per string input 30 A / 30 A Output (AC) AC nominal power 33300 W 50000 W 62500 W Maximum apparent power 33300 VA 50000 VA 66000 VA Output phases / line connections 3 / 3-(N)-PE Nominal AC voltage 480 V / 277 V WYE AC voltage range 244 V … 305 V Maximum output current 40 A 64 A 79.5 A Rated grid frequency 60 Hz Grid frequency / range 50 Hz, 60 Hz / -6 Hz … +6Hz Power factor at rated power / adjustable displacement 1 / 0.0 leading … 0.0 lagging Harmonics THD <3 % Efficiency CEC efficiency (preliminary)97.5%98%98% Protection and safety features Load rated DC disconnect ● Load rated AC disconnect ● Ground fault monitoring: Riso / Differential current ● / ● DC AFCI arc-fault protection ● SunSpec PLC signal for rapid shutdown ● DC reverse polarity protection ● AC short circuit protection ● DC surge protection: Type 2 / Type 1+2 / AC surge protection: Type 2 / Type 1+2 / Protection class / overvoltage category (as per UL 840)I / IV General data Device dimensions (W / H / D)621 mm / 733 mm / 569 mm (24.4 in x 28.8 in x 22.4 in) Device weight 84 kg (185 lbs) Operating temperature range -25 °C … +60 °C (-13 °F … +140 °F) Storage temperature range -40 °C … +70 °C (-40 °F … +158 °F) Audible noise emissions (full power @ 1m and 25 °C)65 dB (A) Internal consumption at night 5 W Topology Transformerless Cooling Concept OptiCool (forced convection, variable speed fans) Enclosure protection rating Type 4X, 3SX (as per UL 50E) Maximum permissible relative humidity (non-condensing)100 % Additional information Mounting Free-standing with included mounting feet DC connection Amphenol UTX PV connectors AC connection Screw terminals - 4 AWG to 4/0 AWG CU/AL LED indicators (Status / Fault / Communication)● Network interfaces: Ethernet / WLAN / RS485 ● (2 ports) / ● / Data protocols: SMA Modbus / SunSpec Modbus / Webconnect ● / ● / ● Multifunction relay ● OptiTrac Global Peak (shade-tolerant MPP tracking)● Integrated Plant Control / Q on Demand 24/7 ● / ● Off-Grid capable / SMA Fuel Save Controller compatible ● / ● SMA Smart Connected (proactive monitoring and service support)● Certiﬁcations (pending as of June 2018) Certiﬁcations and approvals UL 1741, UL 1699B, UL 1998, IEEE 1547, CAN/CSA-C22.2 No. 62109 FCC compliance FCC Part 15 Class A Grid interconnection standards UL 1741 SA - CA Rule 21, HECO Rule 14H Advanced grid support capabilities L/HFRT, L/HVRT, Volt-VAr, Volt-Watt, Frequency-Watt, Ramp Rate Control, Fixed Power Factor Warranty Standard 10 years Optional extensions 15 / 20 years Optional features ● Standard features – Not available * Preliminary data as of June 2018 Type designation STP33-US-41 STP50-US-41 STP62-US-41 2621 S Birch St - 101112561-201777 9607/17/23 21 ' - 4 3 8" 96'-5 7 16" 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 11 2 2 2 2 1 2 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 12 2 2 2 2 2 2 2 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 BOM: Roof Area 1 - Array 3 Parts Qty RM Ballast Bay 10 Degree 72 RM Module Clip 227 RM Hex Bolt (Module Clip)227 RM Roof Pad 144 Ballast Block 92 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY LAYOUT RM.303 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 3 NO R T H PL A N N O R T H ARRAY 3 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 6' - 5 3 16 " 41'-37 8" 4 4 6 61.0 4 4 6 61.0 4 4 6 61.0 4 4 6 61.0 4 4 6 61.0 4 4 6 6 1.0 BOM: Roof Area 1 - Array 4 Parts Qty RM Ballast Bay 10 Degree 20 RM Module Clip 40 RM Hex Bolt (Module Clip)40 RM Roof Pad 28 Ballast Block 76 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY LAYOUT RM.304 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 4 NO R T H PL A N N O R T H ARRAY 4 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 16 ' - 4 5 8" 13'-91 8" 1 4 3 4 4 1 4 33 4 2 4 4 3 4 22 4 3 5 4 2 5 3 BOM: Roof Area 1 - Array 7 Parts Qty RM Ballast Bay 10 Degree 12 RM Module Clip 36 RM Hex Bolt (Module Clip)36 RM Roof Pad 24 Ballast Block 35 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY LAYOUT RM.307 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 7 NO R T H PL A N N O R T H ARRAY 7 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 6' - 5 3 16 " 34'-5 3 16" 1 1 X 2 1 4 2 6 4 4 6 6 4 1 6 2 1 1 2 X BOM: Roof Area 1 - Array 8 Parts Qty RM Ballast Bay 10 Degree 12 RM Module Clip 24 RM Hex Bolt (Module Clip)24 RM Roof Pad 20 FLASHLOC RM KIT 2 RM10 ATTACHMENT KIT 2 Ballast Block 28 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT X BALLAST BAY WITH ATTACHMENT ARRAY LAYOUT RM.308 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 8 NO R T H PL A N N O R T H ARRAY 8 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 RM BAY - PLAN VIEW RM BAY - ISOMETRIC VIEW ARRAY - PLAN VIEW ARRAY - SIDE VIEW ARRAY - ISOMETRIC VIEW MODULE WI D T H 4.10 IN. 3/8-16 X 1.75" HEX BOLT RM MODULE CLIP RM BAY RM BAY PV MODULE TORQUE BOLT TO 8 FT-LB (±1 FT-LB) RM BAY RM MODULE CLIP 3/8-16 X 1.75" HEX BOLT PV MODULE RM MODULE CLIP PV MODULE RM BAY 3/8-16 X 1.75" HEX BOLT NRM 2X2 MODULE ARRAY VIEWS1 RM BALLAST BAY VIEWS 2 BALLAST BLOCK CONFIGURATIONS (* 5 AND 6 BLOCK CONFIGURATIONS ONLY USED ON NORTH ROW)3 1 BLOCK RM MODULE CLIP - SIDE VIEW 4 RM MODULE CLIP - ISOMETRIC VIEW 5 NOTE: MODULE FRAME MUST BE FULLY SEATED INTO MODULE CLIP PRIOR TO TIGHTENING THE BOLT. SEE INSTALLATION GUIDE FOR MORE INFORMATION. CROSS SECTION THROUGH RM BAY6 4 5 13.00 IN. 10.33 IN. 17.49 IN. ARRAY - REAR VIEW MODULE LENGTH LAYOUT BASED ON 1/2" MODULE GAP 21.19" ~ 4.75 " MINIMUM MODULE GAP TO ROOF ~ 11.5" MAXIMUM MODULE GAP TO ROOF 1.68 IN. 0.84 IN. 01.50 IN. 0.61 IN. 0.90 IN. 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK* 6 BLOCK* RM BAY - REAR VIEW RM BAY - SIDE VIEW 6 87.20" 41.10" 9. 07 ° 87.20" 6. 4 8 " 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E RQ U E , N E W M E XI C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE VI S I O N S RE V D A T E D E SC R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E LE AS E NP K V K 1 09 / 2 9 / 2 0 2 2 RE VI S I O N SA PS 2 01 / 1 1 / 2 0 2 3 R E VI S I O N BS NP K - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GREENTECH RENEWABLES - ORANGE COUNTY HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 RM10 DETAILS RM.400 FOR ENGINEER'S STAMP PROJECT TITLE SHEET 23-FEB-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 DESIGN CRITERIA BUILDING CODE ASCE 7-16 OCCUPANCY/RISK CATEGORY II WIND SPEED (MPH)95 WIND EXPOSURE B GROUND SNOW LOAD (PSF)0 SEISMIC SS 1.279 SEISMIC S1 0.458 ROOF HEIGHT (FT)22 PARAPET HEIGHT (IN) <= 1/2 ARRAY HEIGHT (<= 6 INCHES) ROOF MEMBRANE TYPE EPDM SITE ELEVATION ABOVE MSL (FT)47 PROJECT OVERVIEW PROJECT SIZE 169.26 KW DC MODULE QUANTITY 372 MODULE SPECIFICATIONS MANUFACTURER SOLAREVER MODEL SE-166*83-455M-144 LENGTH (IN)82.44 WIDTH (IN)40.86 FRAME THICKNESS (IN)1.37 WEIGHT (LBS)51.80 OUTPUT (W)455 ENGINEERING OUTPUT - RM10 PRODUCT LINE ROOFMOUNT RM10 AVERAGE WEIGHT TO ROOF (PSF)3.37 TOTAL ARRAY AREA (FT2)13984 TOTAL WEIGHT ON ROOF (LBS)47168 TOTAL WEIGHT OF RACKING (LBS)1908 TOTAL WEIGHT OF MODULES (LBS)19270 TOTAL WEIGHT OF BALLAST (LBS)25984 TOTAL ATTACHMENT KIT WEIGHT (LBS)7.12 ARRAY PARTS LIST - RM10 PART NUMBER DESCRIPTION QUANTITY 310710 RM BALLAST BAY 10 DEGREE 545 310760 RM ROOF PAD 1086 310750 RM MODULE CLIP 1662 310751 RM HEX BOLT (MODULE CLIP)1662 008009P ILSCO LAY IN LUG (GBL4DBT)10 008115M MLPE TIGER CLIP 372 USER SUPPLIED BALLAST BLOCK 32LBS 812 310999 FLASHLOC RM KIT 2 310771 RM10 ATTACHMENT KIT 2 SHEET INDEX RM.100 COVER SHEET RM.200 KEY PLAN RM.301-RM.310 ARRAY LAYOUTS RM.400 RM10 DETAILS RM.500 ATTACHMENT DETAILS 14 1 1 B R O A DW A Y B O U L E V A RD N E ALB U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C. C O M RE V I S I O N S RE V D A TE DE S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A SE NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 L A YO U T C H A NG E KK PP E 04 / 2 7 / 2 0 2 3 L A YO U T C A HN G E KK BM F 04 / 2 8 / 2 0 2 3 A CC O U N T N A ME C H A NG E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 2621 S BIRCH ST SANTA ANA, CA 92707 GENERAL NOTES: 1. ALL CONSTRUCTION FOR UNIRAC'S 'ROOF MOUNT' (RM) RACKING SYSTEM SHALL CONFORM TO THE CODES SHOWN IN THE RM DESIGN CRITERIA TABLE BELOW. LOCAL JURISDICTION AMENDMENTS TO THE CODE MUST BE TAKEN INTO CONSIDERATION. 2. WHENEVER THE TERM "CONTRACTOR" IS USED IN THE CONSTRUCTION DOCUMENT, IT SHALL BE DEFINED TO MEAN THE GENERAL CONTRACTOR AND ANY SUB-CONTRACTOR COLLECTIVELY AS APPLICABLE AND AS REQUIRED. 3. THE CONTRACT "STRUCTURAL RACKING" DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNIRAC AND THE ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION. 4. UNIRAC AND THE ENGINEER OF RECORD WILL NOT BE RESPONSIBLE FOR CONSTRUCTION SITE SAFETY OR SAFETY PRECAUTIONS AND PROGRAMS INCIDENT HERETO. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ENSURE THAT ALL WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY STRUCTURAL INSPECTION/OBSERVATION PROVIDED BY OTHERS (INCLUDING UNIRAC AND THE ENGINEER OF RECORD) DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY. ANY DEVIATION FROM THE CONTRACT DOCUMENTS THAT IS ENCOUNTERED AT A LATER DATE AND IS DECLARED TO BE SIGNIFICANT BY UNIRAC AND THE ENGINEER OF RECORD SHALL BE CORRECTED BY THE CONTRACTOR (AT THE CONTRACTOR'S EXPENSE). ANY INDIVIDUALS FROM UNIRAC OR THE ENGINEER OF RECORD'S OFFICE PERFORMING SITE VISITS OR STRUCTURAL OBSERVATIONS ARE NOT AUTHORIZED TO DIRECT OR APPROVE ANY CHANGES FROM THE CONTRACT DOCUMENTS OR STOP AND/OR DELAY THE WORK. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE SITE CONDITIONS WITH THE DRAWING PRIOR TO BIDDING AND THE START OF CONSTRUCTION. ANY CONFLICTS, DISCREPANCIES, OR OMISSIONS SHALL BE RESOLVED WITH UNIRAC AND THE ENGINEER OF RECORD PRIOR TO PROCEEDING. DO NOT SCALE DIMENSIONS FROM DRAWINGS. WRITTEN DIMENSIONS SHALL BE USED OR WHERE NO DIMENSION IS PROVIDED. CONSULT WITH UNIRAC FOR CLARIFICATION BEFORE PROCEEDING. 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER (MOST CONSERVATIVE) REQUIREMENTS SHALL GOVERN. WHERE NO SPECIFIC DETAIL IS SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. IF THERE IS NO SIMILAR WORK CONSTRUCTION SHALL CONFORM TO INDUSTRY STANDARDS. CONTRACTOR MUST INFORM UNIRAC OF ANY DISCREPANCIES. 8. ANY EQUIPMENT OR CONDUIT BEING SUPPORTED BY OR SUSPENDED FROM THE RACKING STRUCTURE SHALL BE COORDINATED WITH UNIRAC AND THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND INSTALLATION OF EQUIPMENT OR CONDUIT. 9. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST ASTM STANDARD SPECIFICATION OR ASTM STANDARD ADOPTED BY THE SITE JURISDICTION. 10. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE LOCAL JURISDICTION. 11. THE FOLLOWING DESIGN CRITERIA IS EXCLUDED FROM DESIGN: FLOOD LOADING, DEBRIS LOADING , DYNAMIC ANALYSIS, ACTS OF GOD (TORNADO, HURRICANE, WATER INUNDATION LOADING, ETC.), AND DYNAMIC LOADING FROM SEISMIC EVENTS AND CONDITIONS. 12. THE MINIMUM DISTANCE BETWEEN ROOF EDGE AND MODULES OR RM RACKING SYSTEM MUST BE 4 FT UNLESS NOTED OTHERWISE IN THE UNIRAC ENGINEERING REPORT. 13. UNIRAC IS NOT RESPONSIBLE FOR THE ORIGINAL BUILDING STRUCTURE. CONSULT WITH A LICENSED PROFESSIONAL ENGINEER IN THE JURISDICTION OF THE PROJECT TO ENSURE THE EXISTING BUILDING IS CAPABLE OF HANDLING ADDITIONAL LOAD FROM THE RM STRUCTURE. 14. IN THE EVENT THAT THE ARRAY IS DISPLACED FOR ANY REASON, THE ARRAY SHALL BE REPOSITIONED INTO ITS ORIGINAL DESIGN LOCATION SO AS TO ENSURE THAT PROPER SEISMIC AND FIREFIGHTING ACCESS CLEARANCES AND SEPARATIONS ARE MAINTAINED, IN ADDITION TO ELECTRICAL WIRING SEISMIC SLACK REQUIREMENTS. 15. THESE GENERAL NOTES APPLY TO ALL SHEETS IN THIS PACKAGE. SOLAR DESIGN: UNIRAC IS NOT THE SOLAR DESIGN ENGINEER OF RECORD AND IS NOT RESPONSIBLE FOR ANY SOLAR DESIGN, OUTPUT EFFICIENCIES, SHADING, ETC. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO CONFIRM THAT THE LOCATION OF THE RACKING/MODULES DOES NOT INTERFERE WITH OR BECOME SHADED BY OBSTRUCTIONS. ELECTRICAL DESIGN: UNIRAC IS NOT THE ELECTRICAL ENGINEER OF RECORD AND IS NOT RESPONSIBLE FOR THE ELECTRICAL DESIGN FOR THIS PROJECT. THE UNIRAC SYSTEM IS CERTIFIED TO UL-2703 WHEN PROPERLY INSTALLED. SEE THE RM INSTALLATION GUIDE FOR MORE DETAIL. MATERIAL MANAGEMENT: 1. PRIOR TO INSTALLATION , ALL MATERIALS MUST BE STORED PROPERLY. THIS MEANS MATERIALS REMAINING IN ONE PLACE FOR MORE THAN ONE WEEK MUST BE IN OPEN AIR CONDITIONS (I.E. UP AND ABOVE THE GROUND AND WATER TABLE). IF TARPS OR OTHER PROTECTIVE COVERS ARE USED, THEN ENDS SHALL BE LEFT OPEN FOR VENTILATION. TIGHT FITTING COVERINGS ARE NOT RECOMMENDED SINCE THEY CAN TRAP MOISTURE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE RACKING SYSTEM FROM THE POINT OF UNIRAC DELIVERY THROUGHOUT THE 3. COMPLETION OF CONSTRUCTION. RM ALUMINUM COMPONENTS: 1. ALL ALUMINUM RM BAY MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE "2010 ALUMINUM DESIGN MANUAL" BY THE ALUMINUM DESIGN ASSOCIATION. 2. ALL ALUMINUM BAY MEMBERS SHALL CONFORM TO ONE OF THE FOLLOWING: SKI MATERIAL: ALLOY: 6063 TEMPER 5 (Ftu = 38 KSI, Fcy = 35 KSI) SKI MATERIAL: ALLOY: 6105 TEMPER 52 (Ftu = 38 KSI, Fcy = 35 KSI) DOWEL MATERIAL: ALLOY: 6063 TEMPER 5 (Ftu = 38 KSI, Fcy = 35 KSI) CLAMP MATERIAL: ALLOY: 6005A TEMPER 61 (Ftu = 38 KSI, Fcy = 35 KSI) HARDWARE: 1. 3/8"-16 X 1-3/4" UNC 2A HARDWARE SHALL CONFORM TO 18/8 STAINLESS STEEL (AISI 300 SERIES), DIMENSIONS PER ASME B18.2.1. BALLAST BLOCK (CMU): 1. INSTALLER IS RESPONSIBLE FOR PROCURING THE BALLAST BLOCKS (CMU) AND VERIFYING THE REQUIRED MINIMUM WEIGHT NEEDED FOR THIS DESIGN. CMU TO COMPLY WITH ASTM STANDARD SPECIFICATION FOR CONCRETE ROOF PAVERS DESIGNATION C1491-14 or C90-16a FOR A "NORMAL WEIGHT" DENSITY CLASSIFICATION WITH A COMPRESSIVE STRENGTH OF 3000 PSI. IT IS RECOMMENDED THAT THE BLOCKS ARE INSPECTED PERIODICALLY FOR ANY SIGNS OF DEGRADATION. 2. ACTUAL BLOCK DIMENSIONS ARE 3/8" LESS THAN NOMINAL DIMENSIONS. TORQUE REQUIREMENTS 3/8"Ø HARDWARE = 8 +/-1 FT-LBS SINGLE USE ONLY- DO NOT RE-TORQUE ONCE FULLY SEATED COVER SHEET RM.100 FOR ENGINEER'S STAMP PROJECT TITLE SHEET 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 12 0 ' - 2 1 4" 200'-713 16" 12 ' - 5 5 8" 4' - 5 5 16 " 7'-6 7 16" 20'-1 5 16" 7'-6 9 16" 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 L A Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 KEY PLAN RM.200 FOR ENGINEER'S STAMP PROJECT TITLE SHEET NOT TO SCALE NO R T H ARRAY 1 ARRAY 9 ARRAY 2 ARRAY 3 ARRAY 5 ARRAY 4 ARRAY 6 ARRAY 7 ARRAY 8 ARRAY 10 4FT FIRE SETBACK 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 21 ' - 4 3 8" 117'-11 2" 1 1 1 2 1 2 2 1 2 1 1 21 2 1 1 2 1 1 2 1 2 2 11 1 1 2 1 2 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 3 1 1 3 11 2 2 2 2 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 2 2 2 2 3 2 2 3 1 2 2 BOM: Roof Area 1 - Array 1 Parts Qty RM Ballast Bay 10 Degree 62 RM Module Clip 175 RM Hex Bolt (Module Clip)175 RM Roof Pad 124 Ballast Block 88 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 ARRAY LAYOUT RM.301 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 1 NO R T H PL A N N O R T H LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY 1 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 11 ' - 4 15 16 " 61'-1115 16" 1 2 2 3 2 1 3 3 1 1 3 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 3 1 1 3 4 1 1 4 23 3 2 3 3 2 3 2 2 1 2 2 1 1 2 2 1 1 2 2 1 3 2 2 3 4 2 3 4 2 3 2 BOM: Roof Area 1 - Array 2 Parts Qty RM Ballast Bay 10 Degree 29 RM Module Clip 75 RM Hex Bolt (Module Clip)75 RM Roof Pad 58 Ballast Block 53 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY LAYOUT RM.302 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 2 NO R T H PL A N N O R T H ARRAY 2 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 21 ' - 4 3 8" 89'-63 4" 1 1 1 3 1 1 3 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 11 3 2 2 3 2 2 2 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 2 2 1 2 21 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 1 1 1 1 1 1 2 1 2 2 2 2 2 2 2 2 21 1 2 2 1 2 2 2 BOM: Roof Area 1 - Array 5 Parts Qty RM Ballast Bay 10 Degree 56 RM Module Clip 165 RM Hex Bolt (Module Clip)165 RM Roof Pad 112 Ballast Block 78 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY LAYOUT RM.305 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 5 NO R T H PL A N N O R T H ARRAY 5 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 36 ' - 3 5 8" 96'-5 7 16" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 3 1 1 3 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 3 2 2 3 2 2 2 2 1 2 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 21 1 2 1 1 1 2 1 1 1 1 2 1 2 1 12 1 2 1 1 1 1 1 1 2 1 1 2 1 1 2 1 2 2 1 2 1 1 1 1 1 1 2 1 1 2 11 2 2 2 2 2 2 3 2 1 3 2 1 2 2 2 2 1 2 2 1 1 2 2 1 1 2 2 1 2 2 2 2 1 2 2 1 2 2 2 2 1 2 2 1 1 2 2 1 2 2 2 2 1 2 2 BOM: Roof Area 1 - Array 6 Parts Qty RM Ballast Bay 10 Degree 105 RM Module Clip 315 RM Hex Bolt (Module Clip)315 RM Roof Pad 210 Ballast Block 141 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY LAYOUT RM.306 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 6 NO R T H PL A N N O R T H ARRAY 6 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 26 ' - 4 1 8" 61'-1115 16" 1 2 1 1 2 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 11 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 11 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 1 2 11 2 2 2 2 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 2 2 2 2 1 2 2 BOM: Roof Area 1 - Array 9 Parts Qty RM Ballast Bay 10 Degree 60 RM Module Clip 200 RM Hex Bolt (Module Clip)200 RM Roof Pad 120 Ballast Block 76 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1/ 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY LAYOUT RM.309 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 9 NO R T H PL A N N O R T H ARRAY 9 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 56 ' - 2 9 16 " 61'-1115 16" 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 1 2 11 1 1 2 1 1 2 2 1 1 2 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 2 1 2 2 1 2 11 2 1 1 1 1 1 1 1 1 1 1 2 1 1 21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 11 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 11 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 11 1 1 2 1 1 2 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 11 2 1 2 2 2 2 2 2 1 2 2 1 1 2 2 1 1 2 1 1 1 1 1 1 1 1 2 1 2 2 2 2 1 2 21 2 2 2 2 2 2 2 1 1 2 2 1 2 2 2 2 2 2 2 BOM: Roof Area 1 - Array 10 Parts Qty RM Ballast Bay 10 Degree 117 RM Module Clip 405 RM Hex Bolt (Module Clip)405 RM Roof Pad 234 Ballast Block 145 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 LA Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 LEGEND 2 MODULE BALLAST BAY WITH BLOCK COUNT ARRAY LAYOUT RM.310 FOR ENGINEER'S STAMP PROJECT TITLE SHEET KEY PLAN NOT TO SCALENOT TO SCALE ARRAY 10 NO R T H PL A N N O R T H ARRAY 10 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 RM BAY - PLAN VIEW RM BAY - ISOMETRIC VIEW ARRAY - PLAN VIEW ARRAY - SIDE VIEW ARRAY - ISOMETRIC VIEW MODULE WI D T H 4.10 IN. 3/8-16 X 1.75" HEX BOLT RM MODULE CLIP RM BAY RM BAY PV MODULE TORQUE BOLT TO 8 FT-LB (±1 FT-LB) RM BAY RM MODULE CLIP 3/8-16 X 1.75" HEX BOLT PV MODULE RM MODULE CLIP PV MODULE RM BAY 3/8-16 X 1.75" HEX BOLT NRM 2X2 MODULE ARRAY VIEWS1 RM BALLAST BAY VIEWS 2 BALLAST BLOCK CONFIGURATIONS (* 5 AND 6 BLOCK CONFIGURATIONS ONLY USED ON NORTH ROW)3 1 BLOCK RM MODULE CLIP - SIDE VIEW 4 RM MODULE CLIP - ISOMETRIC VIEW 5 NOTE: MODULE FRAME MUST BE FULLY SEATED INTO MODULE CLIP PRIOR TO TIGHTENING THE BOLT. SEE INSTALLATION GUIDE FOR MORE INFORMATION. CROSS SECTION THROUGH RM BAY6 4 5 13.00 IN. 10.33 IN. 17.49 IN. ARRAY - REAR VIEW MODULE LENGTH LAYOUT BASED ON 1/2" MODULE GAP 21.19" ~ 4.75 " MINIMUM MODULE GAP TO ROOF ~ 11.5" MAXIMUM MODULE GAP TO ROOF 1.68 IN. 0.84 IN. 01.50 IN. 0.61 IN. 0.90 IN. 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK* 6 BLOCK* RM BAY - REAR VIEW RM BAY - SIDE VIEW 6 82.44" 40.86" 9. 1 3 ° 82.44" 6. 4 8 " 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE VI S I O N S RE V D A T E D E SC R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E LE AS E NP K V K A 09 / 2 9 / 2 0 2 2 R E VI S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E VI S I O N BS NP K C 01 / 3 1 / 2 0 2 3 SI T E C O E FFIC I E NT , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 L A Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 RM10 DETAILS RM.400 FOR ENGINEER'S STAMP PROJECT TITLE SHEET 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23 MODULE CLIP W/HEX BOLT ROOF PAD ATTACHMENT KIT FLASHLOC RM KIT BAY ASSEMBLY D D ISO VIEW ISO ATTACHMENT EXPLODED ELEVATION PLAN VIEW SECTION D-D 14 1 1 B R O A D W A Y B O U L E V A R D N E AL B U Q U E R Q U E , N E W M E X I C O , U S A , 8 7 1 0 2 WW W . U N I R A C . C O M RE V I S I O N S RE V D A T E D E S C R I P T I O N DR W C H K 0 09 / 0 6 / 2 0 2 2 I N I T I A L R E L E A S E NP K V K A 09 / 2 9 / 2 0 2 2 R E V I S I O N SA PS B 01 / 1 1 / 2 0 2 3 R E V I S I O N BS NP K C 01 / 3 1/ 2 0 2 3 SI T E C O E F F I C I E N T , F a = 1 . 2 BS NP K D 04 / 2 5 / 2 0 2 3 L A Y O U T C H A N G E KK PP E 04 / 2 7 / 2 0 2 3 L A Y O U T C A H N G E KK BM F 04 / 2 8 / 2 0 2 3 A C C O U N T N A M E C H A N G E TS BM - - - - - - - - - - SOLAR-TECH SYSTEM HOOD MANUFACTURING 2621 S BIRCH ST SANTA ANA, CA 92707 ATTACHMENT DETAILS RM.500 FOR ENGINEER'S STAMP PROJECT TITLE SHEET 02-MAY-2023 EXP.:30-JUN-2024 FOR PV RACKING ONLY 2621 S Birch St - 101112561-201777 9607/17/23