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ULTRAFOOT FLIP CLAMP <br />TAPPED <br />ULTRAFOOT FLIP CLAMP <br />THRU <br />ULTRAFOOT BASE <br />ANCHOR <br />ULTRA RAIL SPRING <br />3.750 <br />5/16"∅-18 X 1", SS <br />BOLT, WIDE FLANGE, RECESSED <br />BUTYL PAD <br />2.180 <br />EXPLODED <br />TOP <br />ROOF RAFTER, TYP. <br />RAFTER ATTACHMENT DETAIL <br />SECTION VIEW <br />ROOF DECKING, TYP. <br />MIN 2 1/2" <br />EMBEDMENT <br />MODULE HEIGHT MAX: <br />UR-40 = 4 1/2" <br />UR-45 = 4 1/2" <br />UR-60 = 5 1/8" <br />(X1) 5/16"∅ S.S. LAG SCREW <br />ULTRAFOOT <br />ANCHOR <br />SNAPNRACK, ULTRA RAIL <br />FASTENER HEIGHT <br />OFF ROOF: <br />5/16" <br />C SNAPNRACK, ULTRA RAIL ULTRAFOOT <br />NTS <br />SNAPNRACK, ULTRA RAIL <br />FASTENER CONFIGURATIONS <br />(X2) DECK ANCHOR <br />INTO WOOD DECK <br />COMP SHINGLE ROOFING, TYP <br />FASTENER HEIGHT <br />OFF ROOF: <br />5/16" <br />MODULE HEIGHT, MAX: <br />UR-40 = 4 1/2" <br />UR-45 = 4 1/2" <br />UR-60 = 5 1/8" <br />(X2) DECKANCHORS <br />INTO WOOD DECK <br />(X1) LAG INTO <br />RAFTER <br />ROOF DECKING, TYP MIN DECK THICKNESS: <br />PLYWOOD: 15/32" <br />OSB 7/16" <br />DECK ATTACHMENT DETAIL <br />SECTION VIEW <br />UR-40 RAIL | UR-45 RAIL | UR-60 RAIL <br />FOR USE WITH SNAPNRACK ULTRA SERIES RAILS <br />2 1 4" <br />1 1 2" <br />1 1 2" <br />1 5 8"1 34 " <br />1 1 2" <br />FOR SNAPNRACK ENGINEERING TO APPLY, THE EMBEDMENT <br />CRITERIA SHOWN HEREIN MUST BE MET (IF CRITERIA CANNOT <br />BE MET OR SPANS ARE NOT SUFFICIENT, CONTACT SNAPNRACK <br />FOR SUPPORT): <br />REFER TO SNAPNRACK INSTALLATION MANUAL FOR 5/16"Ø <br />HARDWARE TORQUE SPECIFICATIONS. REFER TO <br />MANUFACTUER SPECIFICATIONS FOR OTHER FASTENER TORQUE <br />REQUIREMENTS. <br />B REDUCED SPACING AND OVERHANG DETAIL <br />NTS <br />NOTE: IF ARRAY (EXCLUDING SKIRT) IS <br />WITHIN 12" BOUNDARY REGION OF ANY <br />ROOF PLANE EDGES (EXCEPT VALLEYS), <br />THEN ATTACHMENTS NEED TO BE ADDED <br />AND OVERHANG REDUCED WITHIN THE <br />12" BOUNDARY REGION ONLY AS <br />FOLLOWS: <br />·ALLOWABLE ATTACHMENT SPACING <br />INDICATED ON PLANS TO BE <br />REDUCED BY 50% (REFER TO TABLE <br />ABOVE) <br />·ALLOWABLE OVERHANG INDICATED <br />ON PLANS TO BE 1/5TH OF <br />ALLOWABLE ATTACHMENT SPACING <br />INDICATED ON PLANS (REFER TO <br />TABLE ABOVE) <br />12" BOUNDARY <br />12" SETBACK DOES <br />NOT APPLY TO <br />VALLEYS <br />48" BOUNDARY <br />·ALLOWABLE ATTACHMENT <br />SPACING INDICATED ON PLANS <br />TO BE REDUCED BY 50% (REFER <br />TO TABLE ABOVE) <br />·ALLOWABLE OVERHANG <br />INDICATED ON PLANS TO BE <br />1/5TH OF ALLOWABLE <br />ATTACHMENT SPACING <br />INDICATED ON PLANS (REFER TO <br />TABLE ABOVE) <br />PITCHED/SLOPED ROOFS - REDUCED SPACING AND OVERHANG DETAIL FOR <br />12" BOUNDARY REGION <br />FLAT ROOFS - REDUCED SPACING AND OVERHANG DETAIL FOR 48" <br />BOUNDARY REGION <br />D ULTRA RAIL MID CLAMP <br />NTS <br />1. <br />4 <br />1 <br />1.57 <br />1.29 <br />1. <br />3 <br />3 <br />.9 <br />4 <br />1 <br />1.75 <br />.1 <br />9 <br />.33 <br />1. <br />4 <br />8 <br />.57 <br />SNAPNRACK ULTRA END CLAMP, <br />FITS 30MM - 46MM MODULE HEIGHTS <br />"RAIL END OVERHANG" <br />DISTANCE FROM RAIL END <br />TO OUTER ROOF ATTACHMENT CENTER. <br />NOT TO EXCEED 34% OF ALLOWABLE SPAN STRUCTURAL MEMBER <br />"RAIL SPAN" DISTANCE BETWEEN <br />CENTERS OF TWO ROOF ATTACHMENTS <br />DETAIL A: <br />SNAPNRACK, ULTRA RAIL END CLAMP <br />BA <br />SNAPNRACK ULTRA MID CLAMP, <br />FITS 30MM - 46MM MODULE HEIGHTS <br />SNAPNRACK, ULTRA RAIL <br />PV MODULE, TYP. <br />SNAPNRACK, ULTRA RAIL <br />DETAIL B: <br />SNAPNRACK, ULTRA RAIL MID CLAMP <br />DETAIL C: <br />PV MODULE FRAME, TYP. <br />SNAPNRACK, UNIVERSAL END CLAMP. <br />MODULE HEIGHT AGNOSTIC AND <br />HIDDEN BENEATH MODULES <br />SNAPNRACK, ULTRA RAIL <br />SNAPNRACK, UNIVERSAL END CLAMP <br />C <br />PV MODULE, TYP. <br />3 4" MODULE SPACING <br />PV MODULE, TYP. <br />SNAPNRACK, ULTRA RAIL <br />OVERVIEW OF THE SNAPNRACK ULTRA RAIL <br />SYSTEM INSTALLED ON A TYPICAL ROOF <br />REFER TO SPECIFIC "ATTACHMENT DETAIL" <br />FOR DETAILS ON ATTACHING AND <br />WATERPROOFING THE VARIOUS <br />SNAPNRACK ROOF ATTACHMENT PRODUCTS <br />REFER TO SPECIFIC "COMPONENT DETAIL" <br />FOR DETAILS ON VARIOUS SNAPNRACK <br />ACCESSARY AND COMPONENT PRODUCTS <br />BOTH THE SNAPNRACK, UNIVERSAL END <br />CLAMP AND SNAPNRACK, ADJUSTABLE END <br />CLAMP CAN BE USED ON END MODULES <br />MODULES MAY BE CLAMPED ON SHORT OR <br />LONG SIDE PER MODULE MANUFACTURER <br />REQUIREMENTS <br />RAILS MAY BE MOUNTED UP/DOWN OR <br />ACROSS THE SLOPE OF THE ROOF <br />REFER TO SNAPNRACK INSTALLATION <br />SPECIFICATIONS <br />SNAPNRACK, ADJUSTABLE <br />END CLAMP. SELECT TO <br />MATCH MODULE HEIGHT <br />PV MODULE, TYP. <br />MANUAL FOR 5/16" Ø HARDWARE TORQUE <br />SNAPNRACK, MID CLAMP. <br />SELECT TO MATCH MODULE HEIGHT "MODULE OVERHANG"SNAPNRACK, ULTRA RAIL DISTANCE FROM RAIL SIDE TO MODULE EDGE. <br />NOT TO EXCEED 25% OF MODULE LENGTH OR <br />MODULE MANUFACTURER RECOMMENDATIONS <br />SNAPNRACK, ULTRA RAIL <br />END CAP, OPTIONAL <br />ROOFING MATERIAL, <br />COMP SHINGLE SHOWN, TYP.ROOF SHEATHING AND <br />UNDERLAYMENT MATERIAL, TYP. <br />STRUCTURAL MEMBER, <br />WOODEN RAFTER SHOWN, TYP. <br />SNAPNRACK ROOF ATTACHMENT, VAIRES WITH <br />ROOF TYPE. REFER TO SPECIFIC "ATTACHMENT DETAIL" <br />FOR ATTACHMENT & WATERPROOFING DETAILS <br />BIN:ALL <br />A ULTRA RAIL, SYSTEM OVERVIEW ULTRA MIDS & ENDS <br />NTS <br />UR-40 RAIL | UR-45 RAIL | UR-60 RAIL <br />FOR USE WITH SNAPNRACK ULTRA SERIES RAILS <br />2 1 4" <br />1 1 2" <br />1 1 2" <br />1 5 8"1 34 " <br />1 1 2" <br />.60 1.50 <br />1.56 .29 <br />35° <br />54°.96 <br />.90 <br />FLANGE LENGTH <br />(FLAT SURFACE) <br />.39 - 1.21 <br />[10.0 - 30.7] <br />FLANGE THICKNESS <br />.05 - .10 <br />[1.2 - 2.5] <br />MIN BOX WIDTH <br />.22 <br />[5.5] <br />MODULE FRAME GEOMETRY REQUIREMENTS <br />.85 <br />E ULTRA RAIL UNIVERSAL END CLAMP <br />NTS <br />C:\USERS\THADDEUS.STEERMAN\DESKTOP\WORKING PROJECTS\1233 - TOWNSEND & RAITT I\3 VA - AHJ COMMENTS AND MOD SWAP\1233_TOWNSEND & RAITT I_CAD_V0\TOWNSEND & RAITT I.DWG <br />RACKING ATTACHMENT <br />DETAILS <br />CONTRACTOR: <br />ENGINEERING APPROVAL: <br />600 CALIFORNIA ST #1800, SAN <br />FRANCISCO, CA 94104 <br />CA CL #750184 <br />UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN <br />PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT <br />LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. <br />TOWNSEND & RAITT I <br />817 S TOWNSEND ST, <br />SANTA ANA, CA 92704, USA <br />APN:109-611-20 <br />DEVELOPER: <br />C&C DEVELOPMENT <br />DESCRIPTION DATE REV <br />0ORIGINAL05/14/25 <br />AAHJ COMMENTS 08/08/25 <br />PROJECT DETAILS: <br />PV SYSTEM: <br />·31.16 kW DC <br />·22.8 kW AC <br />·29.035 CEC AC <br />ENERGY STORAGE: <br />·11.4 kW AC <br />·29.1 kWH <br />S400 <br />SHEET SIZE: <br />REVISION: <br />SHEET TITLE: <br />36" X 24" (ARCH D) <br />DESIGNER: FINS_PK <br />A <br />CONTRACT NUMBER: <br />3003197588 <br />PJT #: PROP-001233 <br />A <br />REVIEWED FOR STRUCTURAL <br />8/8/25