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* SEE SHT.15 FOR MINiMUMWMQI 'F REQUIRED COLUMNS WHEN USING r X 6 1/2' SIDE PLATES. <br />SOL PANEL TYPES <br />ENEZZLATTACHMENT CHANNEL ATTACHMENT CHANNEL <br />/ ALUMINUM SEE DETAIL ALUMINUM SEE DETAILS -084.rit-%_-LENGTH OF TRUCNREVAR\ ANDSARIL 2,OUTRUCTUREVARIESROOF PANEL ROOF PANEL.MIN. 0.25' SLOPE PER FT. <br />SEE SCHEDULE -THS pacO,2 4*4123 h .oratiESSE- -4 SEE SCHEDULE THE PROJEC <br />FOR SPANS 4- \FOR SPANS -r/ON ''- <br />./. 8.- <br />2#k #ric)% 1 1 --9.H.' NOT TO EXCEED 2596 ---lf' <22 , 1.0.H.' NOT TO »aF SPAN \OF SPAN <br />, <br />SEE DETAIL FOR SPLICE --/'' <SEE 0 All FOR SPLICE -4-PO,91··C*->CZEPTIONAL· CANTILEVER BEG * ,pOSTS, sIZE VARIES - 37- *%2% CANTILEVER BEGSEE SCHEDULE FOR /t*SO. POSTS. SIZEVARIES - - SEESCHEOCLESSFETAINGM i -es-SPACING /. <br />5F/2 <br />5 i <br />ALTERNATE. '31/r SLAB ALTERNATE: ' <br />ATTACHMENT .-/ --ATTACHMENT SINGLE POST ( |||SINGLE POST ,MAY BE USED ' MAY BE USED . SEE SCHEDULE -/WHERE E -k--2 SEE SCHEDULE ERE PERMITTED. 1 --··<.._. l <br />SEE SCHEDULE SEE SCHEDULE NOTE-NO SPLICE AT THIS - <br />MAX. HT.= 17 NOTE: NOSPLICEATTHIS-LA . MAX. HT,=12 POST AND AT END BAYS- <br />-_POST ANULEND BAYS.' -4 FOOTING WHERE REQUIRED €Z==/4!G WHERE REQUIRED <br />SEE SCHEDULE SEE SCHEDULE <br />FOR FOOnNG CUBE SIZE NOTE: EACH COMPONENT IS INTB Z FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- <br />CHANGEABLE WITHANY OTHER/, CHANGEABLE WrTH ANY OTHER <br />COMPONTENT UNLESS OTHERV-COMPONTENT UNLESS OTHERWISE SHOWN. <br />O. <br />N <br />C37948 , <br />TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER I IE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION <br />0/ _ LENGTH OF.UMINUM-UCIyg vROOF PANEL .O.H.6 874(e]REVAResF PANEL MIN. 0.25' SLOPE PER FT.O.H <br />SEE SCHEDULE ..r4CHEDULE <br />FOR SPANS Cl,X&0' FOR SPANS <br />0-211+ 3=§28- <br />'O.H.- NOT TO EXCEED 25% - .:2*OF SPAN OF SPAN <br />SEE DETAIL FOR SPLICE--/- --.-.0.- TSPACIN(| SEE DETAIL FOR SPLICE--r·ra->COAIONAL: CANTLEVER BEAM Vt-711-c SEE SCHEDULE FOR <br />OPnONAL: CANT[[EVER BEAMJ <br />SQ. POSTS, SIZE VARIES -11/ in SEE SCHEDULE FOR <br />31/r SLAB SINGLE POST <br />SQ. POSTS, SIZE VARIES -kss--11SEE SCHED <br />ALTERNATE: 11 j ON.A. _ ALTERNATE: <br />31/2' SLAB --1 SINGLE POST 1| <br />MAY BE USED 1 / SEE SCHEDULE 11 |MAY BE USED SEE SCHEDULE <br />TO CONSTRAIN 11 NOTEINO SPLICE AT ™IS TO CONSTRAIN NOTEINO SF <br />FOOnNG, SEE -lposT,0 AT END BAYS.FOOTING, SEE POST ,ID AT END 86YS.-i <br />SCHEDULE SCHEDULEFOOTING WHERE REQ FOOTING WHERE REQUIRED -7 <br />SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTNG CUBE SIZE <br />PST SPACING <br />'LICE A THIS <br />1/2 x 9- STEEL ROD 1 NOTE: EACH COMPONENT IS INTER- <br />CHANGEABLE WITH ANY OTHER <br />COMPONTENT UNLESS OTHERWISE SHOWN. <br />TYPE "C" FREESTANDING W/CANTILEVER OPTION <br />NOTE: EACH COMPONENT IS INTER- <br />1/2 x 9* STEEL ROD CHANGEABLE WITH ANY OTHER <br />COMPONTENT UNLESS OTHERWISE SHOWN <br />TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION <br />tAPMO EFU0195 <br />DRAWN BYE.N. <br />DATE: 10/01/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONOA CA (961)741-2107 <br />LIVE LOAD • <br />SOLID PANEL 10.20 8 30 pif <br />STRUCTURES HORIZ- MND - <br />90,100 & 110 MPH <br />PATO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8289 ALPINE AVE., SACRAMENTO, CA 95826 <br />(916)452-7021 FAX 401-1519 •atio„-n.corn SHEET 2 OF 33 <br />t <br />1