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SPLICE DETAILS 0 i) <br />SIMPLE SPLICE FULL MOMENT <br />9. 1 0 8 f'• 8 lrl, 3. 19 11 3" .5'111 11 3 <br />#10 S.M.S. - + " + +#12 S.M + ++ <br />TYP. THICKNESS = .035'(24 TOT TYP. THICKNEPSS = .035 <br />$ +11.+ + f. 3 „ + +14 + ++ <br />ALUM. AUOY 30044136 ALUM. ALLOY 3004-H36 <br />OR 6063-TS FOR EXTRUDED OR 6063-T5 FOR EXTRUDED <br />NOTE: USE SIMPLE SPLICE ONLY NOTE: FUU MOMENT SPLICE MAY OCCUR <br />IN ALTERNATE INTERIOR BAYS AT ANY LOCAPON EXCEPT AT END BAYS <br />SPLICES - ROLLFORMED & EXTRUDED FASCIAS <br />NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C.SPLICE (ONE SIDE OF WEB) MAY BE USED. <br />1 3--1 TOTAL= (8}·1/2'0 BOLTS <br />I 0 11-- <br />(8 TOT.kE-.S. <br />BEAM TO POST DETAILS 00 <br />r-(2)#10 S.M.S.@EA- | <br />VALLEY, TYP. <br />1 <br />1 <br />I.- 1 <br />NOTCH 1-BEAM FLANGE <br />1-BEAM ALUM ALLOY AS NEEDED TO CLEAR <br />(8061-TB) ALTERNATE SQ. POST,CONNECT,WEB <br />, STL. 0-8EAM -, i TO POST W/(2)-5/80THRU-BOLTS @ 4' 1-BEAM, ! SQ. POST J AND (3) - 5/8' 0 THRU BOLTS <br />@ r 1-BEAMS <br />A BEAM TO POST CONN. <br />rr_ T T <br />- € -===3 <br />1 -Ill <br />7 1 4- <br />% <br />1,00. <br />0 0 0 0 <br />2.0" <br />0 0 0 0 <br />BELLSPUCE WHERE -*4"OCCURS ./ .i <br />0070' <br />TYP.E 3/31/#12 METAL BACKED. i <br />TEK SCREWS @ 8* O.C. <br />NEOPRENE WASHERED I <br />MAX STAGGER IN BEAM i <br />ALUM. ALLOY .·932%*FLANGE i8063-T6 <br />, 16" ,1.- <br />4' 1-BEAM · 30-0. / ROOF PANEL- 1MOMENT (.SPUCE -- - <br />1 1 <br />NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12'SIMPLE C.SPLICE CONESIDE OF WEB) MAYBE USED. <br />1 4-.-4™3- ALUM. T BM. OR, <br />- 77[4' ALUM. T BM. <br />SPUCE WHERE <br />OCCURS <br />1.25' <br />0 00 0 <br />9.2 4.5« <br />TYP. <br />990 0 <br />AT r 1-BEAM· - <br />ADD 'C' SPLICE X W LONG <br />AT &LCOLUMNS - <br />(CENTER AT COLUMN). <br />SECURE TOI-BEAM <br />W/ 8414 TEK SCREWS <br />EQUALLY SPACED - <br />1' FROM ENDS. <br />POST. SEE SCHEDULE - <br />(4)-1/40 M.B. BEAM <br />TO BRACKET <br />2- 3/8'0 M.8. THRU STL. T! <br />BRACKET TO POST. <br />l i i <br />At-UM. ALLOY 16"1 1. - <br />6063-T6 <br />3'-0.7" 1-BEAM <br />MOMENT C-SPUCE <br />'ALTERNATE BEAM TO POST CONN. <br />t <br />IAPWO ERI 0195 <br />DRAMN BY: E.N. <br />DATE: 1601/2012 <br />SCALE: NONE <br />REVISED 8Y <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING <br />FUNCHO CUCAMONOACA (951]741-2107 <br />LIVE LOAD - <br />BEAM 10,20&30,ef , <br />SPUCE DETAILS HORIL WIND• <br />90, 100 & 110 MPH <br />PATIO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8209 ALPINE AVE. SACRAMENTO, CA 95826 <br />(918)452-7021 FA)(403-1519 Iates@durakinuorn SHEET 12 OF 33 <br />1