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ATTACHMENT <br />LAYOUTS-2 <br />RAIL <br /> ATTACHMENT <br />2 X 6 @ 24" O.C. <br />Project Name: <br />Property address: <br />APN: <br />03/21/2024DATE: <br />Nhat Duong <br />2018 W 11th St Unit #2 <br />Santa Ana, CA 92703 <br />00417320 <br />Vibe Solar <br />Lic #: 1036012, C-10 <br />Address: 1206 Commerce Center Dr <br />#103 Lancaster, CA 93534 <br />Phone number: (661) 485-5000 <br />E-mail: xiomara@vibesolar.com <br />CONTRACTOR <br />Racking: IronRidge XR10 Rail <br />Attachment: IronRIdge FlashFoot2 <br />PV MODULE FRAME <br />IRONRIDGE RAIL <br />DETAIL, END CLAMP FRONTB <br />IRONRIDGE STOPPER SLEEVE <br />IRONRIDGE UNIVERSAL <br />FASTENING OBJECTPV MODULE FRAME <br />IRONRIDGE RAIL <br />DETAIL, END CLAMP PLANB <br />IRONRIDGE STOPPER <br />SLEEVE <br />IRONRIDGE UNIVERSAL <br />FASTENING OBJECT <br />PV MODULE FRAME <br />IRONRIDGE RAIL <br />DETAIL, MID CLAMP FRONTC <br />IRONRIDGE UNIVERSAL <br />FASTENING OBJECTPV MODULE FRAME <br />DETAIL, MID CLAMP PLANC <br />IRONRIDGE UNIVERSAL <br />FASTENING OBJECT <br />IRONRIDGE RAIL <br />IRONRIDGE FLASHFOOT2 <br />A <br />IRONRIDGE RAIL <br />PV MODULE <br />0.4xL MAX. <br />CB D <br />IRONRIDGE STOPPER SLEEVE <br />IRONRIDGE UNIVERSAL <br />FASTENING OBJECT <br />IRONRIDGE FLASHFOOT2 <br />IRONRIDGE UNIVERSAL <br />FASTENING OBJECT <br />(E) ROOF <br />MEMBRANE <br />IRONRIDGE <br />FLASHFOOT2 <br />IRONRIDGE <br />RAIL <br />PV MODULE, <br />BY OTHERS <br />(E) BUILDING <br />STRUCTURE <br />(E) ROOF <br />MEMBRANE <br />IRONRIDGE <br />FLASHFOOT2 <br />IRONRIDGE <br />RAIL <br />PV MODULE, <br />BY OTHERS <br />(E) BUILDING <br />STRUCTURE <br />DETAIL, FLASHFOOT2 SIDEA DETAIL, FLASHFOOT2 FRONTD <br />5/16" STAINLESS STEEL LAG SCREW <br />MIN. 2.5" EMBED INTO FRAMING MEMBER <br />FRONT VIEW <br />SIDE VIEW <br />(E) RAFTERS <br />3.0 <br />12.0 <br />4.50 <br />9.0 <br />3.67 <br />3.56 1.02 <br />IRONRIDGE ATTACHMENT AND RACKING DETAILS <br />1. <br />2. <br />3. Roof attachment hardware to be mounted to existing structure <br /> with O.C. rail spans or less. <br />4. Lag bolts are 5/16" X 3.5" stainless steel with 2.5" minimum embedment <br />into the center of the roof <br />5. Roof sheathed with 1/2" plywood and upper surface is faced with felt <br />paper. Finished roof surface is One layer of .COMP. SHINGLE <br />MODULE WEIGHT (lbs)47.4 <br /># OF MODULES 10 <br />TOTAL MODULE WEIGHT (lbs)474.0 <br />RACKING WEIGHT (lbs)94.8 <br />MICROINVERTER WEIGHT (lbs)23.8 <br />TOTAL SYSTEM WEIGHT (lbs)592.6 <br /># OF STANDOFFS (lbs)20 <br />MAX SPAN BETWEEN STANDOFFS (in) <br />LOADING PER STANDOFF (in)29.6 <br />TOTAL AREA (sq.ft.)211.2 <br />LOADING (psf)2.8 <br />48" <br />48"RAFTER <br />SOLAR MODULE <br />Blocking <br />Maximum 6" <br />2 X 6 @ 24" O.C. <br />COMP. SHINGLE <br />ROOF SECTION DETAIL <br />RAFTER <br />Roof Face Area:1519 <br />Total Module Area:180 <br />Roof Coverage:11.85% <br />12'-7" <br />23'-9" <br />7'-4" <br />Date Certified and <br />Exp. Date : 3/31/2026 <br />Signed:03/29/2024 <br />Professional Certification. I hereby certify that these documents <br />were prepared or approved by me, and that I am a duly licensed <br />professional engineer under the laws of the State of California. <br />License No. ____________, Expiration Date: _______________88083 03/31/2026 <br />Engineerinc.io, <br />303 N Glenoaks Blvd <br />Burbank, CA 91502 <br />(310) 928-0938 <br />Professional Certification. I hereby certify that these documentswere prepared or approved by me, and that I am a duly licensedprofessional engineer under the laws of the State of California.License No. ____________, Expiration Date: _______________8808303/31/2026Engineerinc.io,303 N Glenoaks BlvdBurbank, CA 91502(310) 928-0938 <br />2018 W Eleventh St Unit# 2- <br />101118849 & 20182506 <br />4/11/2024