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ATTACHMENT CHANNEL .ENG 4 <br />ALUMINUM SEE DETAIL AND SZ:,7 <br />ROOF PANEL <br />SEE SCHEDULE <br />FOR SPANS <br />0. SP <br />'O.H,' NOT TO EXCEED 25% <br />OF SPAN <br />SEE DETAIL FOR 8PLICE <br />o BOST ap <br />* SQ. POSTS, SIZEVARIES --- --SCH*9 105 <br />31/2- SLAB ALTERNATE: <br />ATTACHMENT SINGLE POST <br />MAY BE USED 741 _SEE SCHEDULE <br />WHERE PERMITTED. <br />SEE SCHEDULE <br />MAX. HT.=17 NOTE: NO <br />POST AND <br />FOOTING WHERE REQUIRED <br />SEE SCHEDULE <br />FOR FOOMNG CUBE SIZE NOTE: EACH ( <br />CHANGEABLE <br />COMPONTEN- <br />TYPE "A" ATTACHED SINGLE SPAN W/CA <br />74€ PDa RUCTURE VARIFITBE Lfe' <br />i FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING r X 61/2- SIDE PLATES. <br />SOLID PANEL TYPES 1 <br />ATTACHMENT CHANNEL <br />REamn-ALUMINUM SEE DETAILS - <br />ROOF PANEL MIN. 0.25' SLOPE PER FT.rES SEE SCHEDULE <br />FOR SPANS- <br />'O.H.'NOT TO EXCEED 25% ' <br />-*-_ Wspm - - <br />SEE DETAIL FOR SPLICE - <br />-OPTIONK CANTILEVER BEW CANTILEVER BEAM <br />SEE SCHEDULE FOR / Q JLE FOR . / * <br />POST SPACING *SQ. POSTS, SIZE VARIE,ACING ,23 -1 <br />4 -tde*#=-3 1/2- SLAB , <br />ATTACHMENT ' <br />MAY BE USED <br />bC..... WHERE PERMITTED.SPLICEAT ™IS SE-1 - - LNOTE,40 SPLICE AT 11(ls __-261- <br />' POST AND AT END BAYS---S>-' <br />bLEND BAYS.--- <br />TING WHERE REQUIRED <br />SEE SCHEDULE <br />DOMPONENT IS INT FOOTING CUBE SIZE , NOTE: EACH COMPONENT IS INTER- <br />WITH ANY OTHER /, CHANGEABLE TH ANY OTHER <br />r UNLESS OTHER'COMPONTENT UNLESS OTHERWISE SHOWN. <br />NTILEVER tb'k "B" ATTACHED MULTISPAN W/CANTILEVER OPTION <br />SEE SCHEDI <br />POS ' SF <br />25% OF SPIN71 ALTERNATE: -·- SINGLE POST --1 <br />REF SCHEDULE <br />* N&&3794 <br />\ EXP. 03/31 <br />V.Aa* <br />44-0/GTH Op €IMUG»=-27«---=-ALUMINUM JMINUM <br />ROOF PANEL JB·t :PANEL MIN. 0.25- SLOPE PER FT. , O.8.6 LENGTHOPSZUCTURE VA•,-- <br />SEE SCHEDULE IEDULE <br />FOR SPANS 15*f# TAar 14 ruM SPANS <br />'O.H.' NOT TO EXCEED 25% <br />OF SPAN <br />7 NOT TO EXCEED 25% <br />OF SPAN <br />O.H <br />SEE DETAIL FOR SPLICE --------7-<2 4 SEE DETAIL FOR SPLICE -»5*TIONAL: CANTILEVER BEAM ---pos,lr··.ZII->¢:681(AL: CANTIEVER ST SPACINO -' < -SO. POSTS, SIZE VARIES - °28 86,2-SEE SCHEDULE FOR <br />POST SPACING SQ. POSTS. SIZE VARIES -1822$(*S SEE SCHEDULE FOR <br />ALTERNATE:/11 7*/46;EAWEE ALTERNATE: 25*1 <br />3 1/7 SLAB -SINGLE POST 31/7 SLAB SINGLE POST <br />MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE <br />TO CONS™AIN OTE NO SPLICE AT THIS LNOTED'o sp <br />FOOnNG, SEE -- --40 AT END BAYS.TO CONSTRAIN <br />FOOTING, SEE POST ,,ID AT END B*YS. -SCHEDULE - SCHEDULE <br />PrT SPACING <br />'LICE AT THIS <br />FOOTNG WHERE REQUIRED ==>-- <br />SEE SCHEDULE FOR FOOMNG C <br />1/2*. gIC,26 .WW riu IE: EACH COMPONENT IS INTER- <br />CHANGEABLE WITH ANY OTHER <br />COMPONTENT UNLESS OTHERWISE SHOWN. <br />TYPE "C" FREESTANDING W/CANTILEVER OPTION <br />FOOTING WHERE REQUIRED -/ i U'19 6==i<SEE SCHEDULE FOR FOOTING CUBE SIZE <br />NOTE: EACH COMPONENT IS INTER- <br />1/2 x r STEEL ROD CHANGEABLE WITH ANY OTHER <br />COMPONTENT UNLESS OTHERWISE SHOWN, <br />TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION <br />LAPMO ERO 0195 <br />OfUWN BY: E.N. <br />DATE: 16'01/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBEU & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING <br />UNCHOCUGUIONOA. CA (961) 741-2107 <br />UVE LOAD • <br />SOUD PANEL 10, 20 & 30 pe , <br />STRUCTURES HOREL WIND • <br />90.100 & 110 MPH <br />PATIO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALPINE AVE.. SACRAMENTO, CA 968328 <br />(916) 452-7021 FAX 403-1510 -=m SHEET 2 OF 33 <br />1 <br />1 <br />1 <br />1