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RAIL ASSEMBY SPECIFICATIONS <br />MANUFACTURER:UNIRAC <br />MODEL:SM <br />MOUNT:UNIRAC FLASH KIT <br />LOADING SUMMARY <br />TOTAL MODULES:9 <br />MODULE WEIGHT (LBS.):43.87 <br />RAIL WEIGHT (PLF):0.8 <br />TOTAL MOUNTS:20 <br />TOTAL AREA (SFT):174 <br />TOTAL WEIGHT (LBS.):476 <br />WEIGHT PER ATTACHMENT (LBS.): 19.74 <br />DISTRIBUTED LOAD (PSF):2.74 <br />A B C D E F G H <br />A B C D E F G H <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />NE <br />W <br /> <br />P <br />V <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />: <br /> <br />3. <br />2 <br />4 <br />0 <br /> k <br />W <br />p <br />DA <br />V <br />E <br /> <br />H <br />A <br />R <br />D <br />Y <br />33 <br />1 <br />4 <br /> <br />S <br />. <br /> <br />L <br />O <br />W <br />E <br />L <br />L <br /> <br />S <br />T <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />AP <br />N <br />: <br /> <br />4 <br />1 <br />0 <br />2 <br />5 <br />3 <br />1 <br />5 <br />DATE: 06.2.2022 <br />DESIGN BY: V.P. <br />CHECKED BY: <br />REVISIONS <br />R.D. <br />ROBERT DEAN, ILUM SOLAR INC. <br />4135 NORTHGATE BLVD. SUITE 9. <br />SACRAMENTO, CA 95834 <br />PHONE: (916) 905-0941 <br />LIC. No.: 1009260, C-46 <br />A-2 <br />ATTACHMENT <br />DETAIL <br />PV MODULES FIRE CLEARENCE AREA OBSTRUCTIONS ROOF PENETRATION POINTS RAFTERS RAILS PROPERTY LINE <br />UNIRAC FLASH KIT <br />NOTE: ROOF TO BE DOUBLE <br />FLASHED FROM ANCHOR POINT <br />AND FROM UNDERNEATH THE TILE. <br />NOTE: PANELS TO BE INSTALLER <br />MIN 3" OFF ROOF, MAXIMUM 10" <br />NOTE: DETAILED SPECIFICATION <br />FOR RAILS AND ATTACHMENT <br />PROVIDED IN DATA SHEET. <br />NOTE: ALL PHOTO VOLTAIC <br />RACEWAYS SHALL BE MARKED <br />"CАUTION: SOLAR CIRCUIT" <br />NOTE: 5/16" STAINLESS STEEL DIAMETER LAG <br />SCREWS @64" O.C. WITH 2.5" PENETRATION INTO <br />EXISTING FRAMING MEMBER. TOTAL AMOUNT OF LAG <br />SCREWS PER ONE ATTACHMENT - 1 PCS. <br />ROOF SEALANT AT EVERY PENETRATION OF THE LAG <br />BOLTS INTO ROOF FRAMING <br />NOTE: ARRAYS ARE SUPPORTED AT A MAXIMUM OF <br />64 IN. PANELS SHALL HAVE 3-INCH CLEARANCE FROM <br />THE ROOF SURFACE TO THE LOWEST EDGE OF <br />PANEL/ SUPPORT FRAMING. <br />N <br />EW <br />S <br />0 SCALE: 1/8"=1'-0" <br />PROJECT PLAN01 4' 8' <br />UNIRAC FLASH KIT <br />UNIRAC SM RAIL <br />2" X 6" RAFTERS @ 16" O.C. <br />ROOF ATT. TYP.@ 64" MAXARRAY 1: 3.240 kW <br />[9] (N) MODULES <br />ROOF PITCH: 22° <br />AZIMUTH: 180° <br />MIN 3' <br />10'-3" <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2022-2407 Structural Only <br />June 7, 2022 <br />Exp. 3-31-19 <br />No. C58724 <br />NITRAMW.DYO <br />REGISTEREDPROFESSIONALENGINEER <br />C <br />V <br />L <br />FOETATS <br />ALIFORNIAICIL <br />-23 <br />NOTE: <br />Engineer of Record assumes that all <br />structural components of the existing <br />building were permitted and met the <br />requirements of the Building Code at the <br />time of construction. Solar Contractor shall <br />field verify that the roof framing is in its <br />existing permitted condition and capable of <br />supporting required live loads. Framing <br />specified on solar plans shall be assumed to <br />be minimum size and spacing, actual <br />framing may be different. <br />Max Attachment Span <br />64" <br />Rafters at 16" O.C. <br />RACKING DETAILS <br />3314 S. Lowell St <br />07/29/22