Laserfiche WebLink
PARAPET <br />ROOF FRAMING STRUCTURE <br />2"x4" @ 24" O.C. TYP.20' <br />BUILDING <br />HEIGHT <br />FINISHED GRADE <br />S401 <br />C <br />NOTE: DETAILS ARE APPROXIMATE AND <br />ARE FOR SCHEMATIC PURPOSES ONLY <br />4' <br />FIRE SETBACKS <br />A STRUCTURAL SIDE SECTION - OMNIBASE TILT-KIT <br />NTS <br />11.2 <br />6.1 5° <br />56.9 <br />14.9 <br />8.3 <br />SOLAR MODULE <br />OMNISHIELD <br />OMNIBASE TILT-KIT <br />S400 <br />C <br />NOTE: DETAILS ARE APPROXIMATE AND <br />ARE FOR SCHEMATIC PURPOSES ONLY <br />FINISHED GRADE <br />SE <br />E <br /> <br />T <br />A <br />B <br />L <br />E <br />SOLAR MODULE <br />5'-5 1/2" (TYP.) <br />3'-5 1/2" (TYP.) <br />3/4" <br />6 7/8" (TYP.) <br />(N) ULTRAFOOT RAFTER - 1 LAG ATTACHMENT <br />B STRUCTURAL SIDE SECTIONS - ULTRAFOOT <br />NTS <br />SEE TABLE <br />(E) LBW <br />(E) CARPENTER TRUSS <br />2"x6" @ 24 O.C. TYP. <br />RACKING SPAN TABLES <br />PORTRAIT LANDSCAPE <br />SPANS [IN] / CANTILEVER [IN]SPANS [IN] / CANTILEVER [IN] <br />ROOF PITCH BUILDING <br />HEIGHT INTERIOR EDGE CORNER INTERIOR EDGE CORNER <br />10 20 72 / 24 72 / 24 72 / 24 96 / 32 72 / 24 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 <br />EMBEDDED <br />THROUGH <br />FRAMING <br />EMBEDDED <br />THROUGH <br />FRAMING <br />D:\PROJECTS\FEB\19\UPLOAD\WILSHIRE MINNIE\CAD FILE\WILSHIRE MINNIE\WILSHIRE MINNIE_NEW(1).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 />WILSHIRE MINNIE <br />1235 E WILSHIRE AVE, <br />SANTA ANA, CA 92707, USA <br />APN:014-251-49/014-251-50 <br />DEVELOPER: <br />C&C DEVELOPMENT <br />DESCRIPTION DATE REV <br />0ORIGINAL06/23/25 <br />BAHJ COMMENTS #2 12/10/25 <br />CCAHNGED DECK MOUNT TO RAFTER MOUNT 02/18/26 <br />PROJECT DETAILS: <br />PV SYSTEM: <br />·259.12 kW DC <br />·186.2 kW AC <br />·241.45 CEC AC <br />ENERGY STORAGE: <br />·184.8 kW AC <br />·523.8 kWH <br />S300 <br />SHEET SIZE: <br />REVISION: <br />SHEET TITLE: <br />36" X 24" (ARCH D) <br />DESIGNER: <br />FINS_TM <br />C <br />PROJECT NUMBER: <br /> PROP-001235 <br />ASYSTEM DOWNSIZED 09/05/25 <br />AHJ COMMENTS #1 & <br />#SSTAMP <br />WILSHIRE MINNIE <br />1209 E WILSHIRE AVE UNIT# MTR02 <br />1221 E WILSHIRE AVE UNIT# MTR02 <br />1229 E WILSHIRE AVE UNIT# MTR02 <br />1233 E WILSHIRE AVE UNIT# MTR01 <br />1401 S MINNIE ST UNIT# MTR01 <br />1403 S MINNIE ST UNIT# MTR01 <br />1425 S MINNIE ST UNIT# MTR01 <br />APN: 014-251-49 / 014-251-50 <br />DEVELOPER: <br />C&C DEVELOPMENT