Laserfiche WebLink
6" <br /> <br />T <br />Y <br />P <br />. <br />REV <br />SHEET NAME <br />SHEET SIZE <br />SHEET NUMBER <br />ANSI B <br />DATE DESCRIPTION <br />REVISIONS <br />PV-3 <br />HOMEOWNER INFO <br />11" X 17" <br />SIGNATURE & SEAL <br />CONTRACTOR <br />AD <br />R <br />I <br />A <br />N <br /> <br />V <br />E <br />G <br />A <br />1 <br />0 <br />2 <br />5 <br /> <br />M <br />I <br />R <br />A <br />S <br />O <br />L <br /> <br />S <br />T <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br />AN <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />, <br /> <br />U <br />S <br />A <br />NAME: SUNERGY, INC. <br />ADDRESS: 23182 ALCALDE DR SUITE <br />GLAGUNA HILLS, CA 92653 <br />PHONE: (562) 544-7394 <br />LICENSE #: 1061794 <br />APN: - <br />EMAIL: - <br />PHONE: - <br />0012/19/2022 Initial Design <br />ATTACHMENT <br />DETAIL <br />ATTACHMENT DETAIL <br />SCALE: NTS <br />ATTACHMENT DETAIL (ENLARGED SECTION VIEW) <br />SCALE: NTS <br />IRONRIDGE XR10 <br />RACKING SYSTEM <br />2"X6" TRUSSES @ 24" O.C. <br />5/16"x3" SS LAG BOLT <br />WITH MIN 21 2" THREAD <br />EMBEDMENT, SEALED <br />PENETRATION INTO <br />RAFTERS <br />PV MODULE <br />IRONRIDGE INTEGRATED <br />GROUNDING END CLAMP <br />1/2" OSB SHEATHING <br />IRONRIDGE FLASH FOOT2 <br />ATTACHMENT <br />(E)ASPHALT <br />SHINGLES ROOF <br />SEE (PV 3) FOR <br />ENLARGED <br />VIEW <br />PV MODULES <br />2"X6" TRUSSE <br />S <br /> <br />@ <br /> <br />2 <br />4 <br />" <br /> <br />O <br />. <br />C <br />. <br />(E)ASPHALT <br />SHINGLES ROOF <br />GENERAL STRUCTURAL NOTES: <br />1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE <br />ROOF FRAMING USING THE IRONRIDGE RAIL WITH <br />FLASH FOOT-2 ATTACHMENT. THE MOUNTING FEET <br />ARE TO BE SPACED AS SHOWN IN THE DETAILS, AND <br />MUST BE STAGGERED TO ADJACENT FRAMING <br />MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. <br />2. UNLESS NOTED OTHERWISE, MOUNTING ANCHORS <br />SHALL BE 5/16" LAG SCREWS WITH A MINIMUM OF 2-1/2" <br />PENETRATION INTO ROOF FRAMING. <br />3. THE PROPOSED PV SYSTEM ADDS 2.6 PSF TO THE <br />ROOF FRAMING SYSTEM. <br />4. ROOF LIVE LOAD = 20 PSF TYPICAL, 0 PSF UNDER NEW <br />PV SYSTEM. <br />5. GROUND SNOW LOAD = 0 PSF <br />6. WIND SPEED = 100 MPH <br />7. EXPOSURE CATEGORY = C <br />8. MAX SPACING BETWEEN ATTACHMENTS (INCHES) = 72" <br />1025 N Mirasol St <br />01/27/23