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S400 <br />C <br />NOTE: DETAILS ARE APPROXIMATE AND <br />ARE FOR SCHEMATIC PURPOSES ONLY <br />FINISHED GRADE <br />20 <br />' <br />M <br />E <br />A <br />N <br /> <br />R <br />O <br />O <br />F <br />HE <br />I <br />G <br />H <br />T <br />SOLAR MODULE <br />5'-5 1/2" (TYP.) <br />3'-5 1/2" (TYP.) <br />3/4" <br />(N) ULTRAFOOT RAFTER - 1 LAG ATTACHMENT <br />A STRUCTURAL SIDE SECTIONS - ULTRAFOOT <br />NTS <br />7° <br />(E) LBW <br />(E) CARPENTER <br />TRUSS <br />C:\USERS\THADDEUS.STEERMAN\DESKTOP\WORKING PROJECTS\2329 - TOWNSEND & RAITT II\7 VC - AHJ COMMENTS 3\2329_TOWNSEND&RAITTII_CAD_VC\TOWNSEND & RAITT II.DWG <br />STRUCTURAL SIDE SECTIONS <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 II <br />834 S RAITT ST, SANTA ANA, <br />CA 92704, USA <br />APN:109-611-12 <br />DEVELOPER: <br />C&C DEVELOPMENT <br />DESCRIPTION DATE REV <br />0ORIGINAL05/06/2025 <br />CBESS ATTACHMENT DETAILS 10/27/2025 <br />PROJECT DETAILS: <br />PV SYSTEM: <br />·18.86 kW DC <br />·15.2 kW AC <br />·17.57 CEC AC <br />ENERGY STORAGE: <br />·15.2 kW AC <br />·58.2 kWH <br />S300 <br />SHEET SIZE: <br />REVISION: <br />SHEET TITLE: <br />36" X 24" (ARCH D) <br />DESIGNER: <br />FINS_VIS <br />C <br />PROJECT NUMBER: <br /> PROP-002329 <br />ADOWNSIZE & AHJ COMMENTS 08/08/25 <br />BSYSTEM DOWNSIZE 09/22/25 <br />#SSTAMP <br />RACKING SPAN <br />TABLES <br />PORTRAIT LANDSCAPE <br />SPANS / CANTILEVER [IN]SPANS / CANTILEVER [IN] <br />ARRAY <br />PITCH <br />BUILDING <br />HEIGHT INTERIOR EDGE CORNER INTERIOR EDGE CORNER <br />7 20 72 / 24 72 / 24 72 / 24 96 / 32 96 / 32 72 / 24 <br />NOTE: SPAN TABLES ARE BASED ON 5/16“Ø LAG SCREW WITH AND EFFECTIVE EMBEDMENT OF 2-1/2“ INTO DOUGLAS FIR SUBSTRATE. <br />INSTALLATIONS INTO ALTERNATE SUBSTRATES THE SPAN LENGTHS IDENTIFIED IN THE “SPAN TABLES“ SHALL BE REDUCED <br />ACCORDING TO THE MORE RESTRICTIVE FORMULAS PROVIDED ON PAGE 3 OF THE SNAPNRACK REPORT # 2017-03227.11