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D <br />/ 1 <br />194. <br />STRUCTURAL NOTES: <br />1. RACKING SYSTEM & PV ARRAY SHALL BE INSTALLED ACCORDING TO i <br />CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS: REQUIRE A 1" SPACE <br />BETWEEN MODULES. RAILS MUST ALSO EXTEND A MIN. 3" BEYOND EITHER EDGE <br />OF THE ARRAY/SUBARRAM <br />111. ROOFMOUNTED SIANDARD RAIL:REQUIRES ONE THERMAL EXPANSION GAP FOR <br />EVERY RUN OF RAIL GREATER THAN 40'. <br />IV. PV ARRAY SHALL BE A MIN. HEIGHT OF 3' ABOVE THE COMPOSITION ROOF. <br />V. JUNCTION BOX SHALL BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS. IT <br />SHALL BE FLASHED & SEALED PER LOCAL REQUIREMENTS. <br />VI. ROOFTOP PENETRATIONS PERTAINING TO SOLAR RACKING WILL BE COMPLETED <br />AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED <br />CONTRACTOR. <br />VII. ALL PV RELATED RACKING ATTACHMENTS WILL BE SPACED NO GREATER THAN THE <br />SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER. O.C. FINAL <br />ATTACHMENT LOCATIONS MAY BE ADJUSTED IN THE FIELD AS NECESSARY. <br />VI11: ALL PV RELATED RACKING ATTACHMENTS SHALL BE STAGGERED BY ROW <br />AMONGSTTHE ROOF FRAMING MEMBERS. 37 <br />BUILDING SPECIFICATIONS <br />WIND SPEED:90 MPH <br />OCCURANCY CATEGORY: 11 <br />SNOW LOAD:5 PSF <br />EXPOSURE CATEGORY:CATEGORY B ,BUILDING HEIGHT:UP TO 30' <br />ROOF SLOPE:23 DEGREES <br />ROOF TYPE:COMPOSITE SHINGLE <br />STRUCTURALTYPE:RAFTER <br />STRUCTURAL MATERIAL:2X6 RAFTER <br />STRUCTURAL SPACING:24' O.C. TYP <br />RAILASSEMBLY SPECIFICATIONS: <br />MeDULE DIMENSIONS:39.1' x 77.0' x 1.8'.-I <br />MANUFACTURER:]RONRIDGE (N) RAILPLAN /MODEL:XRS 01 <br />MOUNI FLASHED L-FOOT <br />AlTACHMENI (*11**3-12 LAGS.CREW (PREDRILLED) S.1 SCLE: 18" = 1,1-01;MAX SPAN:72" <br />WEATHERPROOFING:SIKAFILEX CAULK OR SIMILAR REWEW <br />26¢ <br />s,4EiFT <br />for 90'ry <br />3 4.-71 TRUE P..WER <br />-0.4 %'... S O L A R <br />208.4829 Ir <br />4 10- <br />+99-96 <br />m th@ <br />CONTRACTOR I <br />TRUEPOWER SOLAR 4 NOT <br />PHONE: (888) 908-8947 @lany <br />LIC. No.: CSLB #970591 <br />UNAUTHORIZED USE OF THIS <br />DRAWING SET WITHOUT WRITTEN <br />PERMISGION FROM CONTRACTOR IS IN <br />i VIOLATION OF U.S. COPYRIGHT LAWS <br />AND WILL BE SUBJECT TO CIVIL <br />DAMAGES AND PROSECUTIONS. <br />LU <br />C) UD <br />az 0 <br />B U.1 F N "-1 ¤ 0 CD Lo <br />4-* cO EasLu U.| b - CD <br />H -t N <C 0 <br />Z MI » <br />Do 01 - ZUNE-1- * <br />n Ul ™ f n- <br />03 <br />S-2 <br />LOADING SUMMARY <br />TOTAL MODULES: 16: <br />TOTAL MOUNTS: 40 <br />TOTAL WEIGHT (LBS)1107 <br />WEIGHT PER ATTACHMENT (LBS):27.7 <br />DISTRIBUTED LOAD (PSF): 3.3 <br />3 to strictur,2 <br />Todl:Lcher,R.C.8.67656\ \Pool Engineering, Inc. <br />G H <br />=r <br />02 <br />, 02 <br />RAI L <br />ENGINEER OF RECORD <br />U <br />5 <br />,€A <br />RACKING PLAN <br />- (E) ROOF TRUCTURE DATE:06.12.14 <br />02 (N) RACKING DETAIL (TRANSVERSE) ' DESIGN BY: PM <br />3-1 SCALE:' 1"'= 1'-0"CHECKED BY: GG <br />-. <br />A B C E F <br />CD <br />Wi <br />N <br />tinns <br />/ L-FOOT <br />B C D E F G H