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OateV 1!SO 9001AURORA-
<br />FI*)371·153 NO-CALK®
<br />SOLAR FLASHINGS
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<br />SOLAOB
<br />9175 San Fernando Road
<br />Sun Valley, CA 91331
<br />PH: (855) 277-7155
<br />F: (818) 337-7113
<br />COMPOSITE SHINGLE
<br />CONTRACTOR: CA LlC# 8-477185
<br />Plans Designed by:Derek Brosch
<br />Date:3/19/2014
<br />Revision: 0
<br />OATEY FLASHING & DUAL
<br />JACK MOUNTING 11 -6 !
<br />(TYPICAL FOR 24)3
<br />1 ROOF RIDGELINEr
<br />3 -O,;
<br />r-7
<br />(All dimensions In inches)i m 6- m 0 1:11
<br />Solar Rashing slides ove, pong penetrad=$
<br />Non-fading scaling collar
<br />Not for hot-mopped or tal-up Instanations
<br />Do not use paint or petrolcum based products on rubber collars
<br />4 * 021.4*-Length W.dth Hcilt' PACK Ch
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<br />12803 MA- - 3-Go-*d No<*Sota, Rashir¥, 12·16 9-8 2.4 12
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<br />29 4 '
<br />2-1/2" FORTUNE _/
<br />ENERGY DUAL
<br />RACK RAIL
<br />--hj ROOF PLAN
<br />4/ROOF NOTES:
<br />- (18) SOLARWORLD
<br />270 MODULES
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<br />-¢25@gul *0 por' U Jad#mt•0•77$01
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<br />ADVANTAGES
<br />, Falical, r-I·gialhardutocolls
<br />/ 0.1.JaNS,dei,1:*-%91,Il,or,y,01
<br />al,hing / b/1/1 0111 / foot dick
<br />/ Pred,lan n=chred Ici swaru s"'4"
<br />A L«*Mon, tr -1.106 :497.9 colt,
<br />/ A-08:*..00-1
<br />/ Allant*,6 Irj dal
<br />El El 51 1=1
<br />[IUTERIAL'SPECIRCAnONS
<br />600>1;EEZZI....k.,ull 1681·Gll'/7/Iml
<br />1 ]Cle./3/Ovt)
<br />...0 10¢100WK'I
<br />/0//8 / 0,1,0,/ t[}10.151[Cl¢'110,(00,Jam,
<br />........101 "]/06.0.;00 *m')
<br />IMECHANICMPROPERTIES
<br />k,51, SUI:h U.,1 150.12*OU*V)
<br />11.1-*.91(LI 310/11•0Utam')
<br />p.0...141'.I c.$0.»W]0-1
<br />[COMPONEN, USIZZ] [WARRANIYZ]
<br />MILL.1& aix 10.1-,0-·r,¥4
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<br />11,· • ..,40 8.0, 01
<br />1/3-Va.. 01
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<br />10¢c At 120"
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<br />03•.061.07.4
<br />m m
<br />III m
<br />WEIGHT DISTRIBUTION:
<br />TOTAL MODULE WEIGHT (44.1 LBS X 6) =264.6 LBS
<br />RAIL WEIGHT(10 LBS X 2)=20 LBS
<br />TOTAL SYSTEM WEIGHT =284.6 LBS
<br />NUMBER OF ATTACHMENTS: 8
<br />WEIGHT / ATTACHMENT POINT:35.6 LBS
<br />AREA (17.6 Fl' EACH) =105.6 Fr
<br />DISTRIBUTED WEIGHT =2.6 LBET
<br />W
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<br />1;'ll"t,4......L,iL'"SU"*ek/19//abrt:Rn,Zi
<br />1. ROOF AZIMUTH:180°
<br />2. ROOF TILT:18°
<br />3. ROOF MATERIAL:COMPOSITE SHINGLE
<br />4. HOUSE TYPE:SINGLE STORY
<br />5. ROOF STRUCTURE:TRUSS
<br />6. TRUS& SIZE:2X4
<br />7. TRUSS SPACING:16" O.C.
<br />8. MAX UNSUPPORT SPAN: 6'0"
<br />GENERAL NOTES:
<br />1. PV STAND OFFS WILL BE CONNECTED UIRECTLY TQ THE
<br />EXISTING ROOF RAFTERS
<br />2. THE SPAQING BETWEEN STAND OFFS NOT TO EXCEED
<br />72" O.C. IN EITHER DIRECTION
<br />3. FORTUNE RAIL NOT TO CANTILEVER MORE THAN 20"
<br />FROM THE CLOSEST SUPPORT.
<br />4. INSTALLERS TO VERIFY RAFTER SIZE, SPACING, AND
<br />UNSUPPORTED SPANS AND NOTIFY E.O.R.OF ANY
<br />' DISCREPANCIES BEFORE PROCEEDING.
<br />5. STRUCTURAL CALCULATION WIND SPEED: 110 MPH.
<br />6, PV PANEL SYSTEM DEAD LOAD: 2.6 LBS/SQ FT
<br />CO 1.0 w
<br />-7 EV 00
<br />THESE DRAWINGS ARE CONCEPTUAL AND
<br />SHOW BASIC SYSTEM OPERATION ONLY. IT IS
<br />NOT INTENDED TO INCLUDE ALL DEVICES AND
<br />DETAILS NECESSARY FOR PROPER
<br />ORIENTATION. IT IS THE RESPONSIBILITY OF
<br />THE INSTALLING CONTRACTOR TO ENSURE
<br />™AT ALL NECESSARY DETAILS AND DEVICES
<br />ARE INSTALLED TO GUARANTEE PROPER
<br />OPERATION AND COMPLIANCE WITH LOCAL
<br />BUILDING CODES.
<br />THIS DOCUMENT CONTAINS PROPRIETARY
<br />INFORMATION AND ITS RECEIPT OR
<br />POSSESSION DOES NOT CONVEY ANY RIGHTS
<br />TO REPRODUCE, DISCLOSE ITS CONTENTS, OR
<br />TO MANUFACTURE USE. OR SELL ANYTHING IT
<br />MAY DESCRIBE. REPRODUCTION. DISCLOSURE.
<br />OR USE WITHOUT SPECIFIC WRITTEN
<br />AUTHORIZATION IS STRICTLY FORBIDDEN.
<br />ROOF PLAN
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