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SPLICE DETAILS 0 9 . BEAM TO POST DETAILS 00 <br />SIMPLE SPLICE FULL MOMENT j' <br />9« 24' <br />.5( 3' 8 11 11 3' .5'|1'1 It' 1'17171·1 8' 111 <br />#los.M.S. <br />(8 TOT.< <br />1 111 1 <br />+ <br />11 <br />TYP. THICKNESS =.035 <br />+4+ + <br />-ALUM. ALCb¥J004-H36 <br />OR 6063-T5 FOR*FRUDEC <br />6.38 <br />1 <br />DNI <br />3 <br />1 <br />11 Itll 11 <br />#12 S.M.S.,P-¥+11++1-+ <br />(24 TOT TYP. THICKNEBSS = .035" <br />11 <br />++ <br />ALUM. ALLOY 3004-H36 <br />OR 6063-T5 FOR EXTRUDED <br />1-71<,Ap EA. <br />d <br />. rNOTE: USE SIMPLE SPLI223 -Y NOTE: FUU MOMENT SPLICE MAY OCCUR <br />IN ALTERNATE INTERIOR BAYS -AT ANY LOCATION EXCEPT AT END BAYS <br />NOTCH 1-BEAM FLANGESPLICES - ROLLFORMED & EXTRUQED FASCIAS /1-BEAM ALUM ALLOY AS NEEDED TO CLEAR <br />/ (8061-TB) ALTERNATE SQ. POST,CONNECT WEB <br />NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SI).iPEE.*LICE CONE SIDE OF WES) MAY BE USED. STL. C-BEAM TO POST W/ (2) - 5/8- 0-/LVLL THRU-BOLTS @ 4- 1-8EAM,r 3--TOTAL= (8>-1/2'0 BOLft\.SQ. POST AND (3) - 5/8- 0 THRU BOLTS <br />Il 1 1 1 2286*G @ r ABEAMS <br />1.00"\BAY Cl'BEAM TO POST CONN.0 · 0 <br />SPLICE WHERE .-.2 6 \-Nall <br />4" <br />OCCURS o. C37944 1-.070" i <br />0 <br />0 <br />1. <br />MOMENT ( <br />E 12'Glf <br />0 <br />TYP.8,.0/31/#12 METAL BACKED, <br />U W <br />NEOPRENE WASHERED <br />/ TEK SCREWS @ 8- O.C. <br />MAX. STAGGER IN BEAM <br />ALUM. ALLOY r)'mAUr.s.0,FLANGE <br />8063-T6 , 16"1 <br />4" 1-BEAM .ROOF PANEL>.2 <br />/ 1 -- <br />NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGL 'LE C-SPLICE (ONE SIDE OF WEB) MAY BE USED. <br />xr ALUM. T BM. OR'4*ALUM. 1' BM. <br />, <br />,ATE <br />O/ 0 0 <br />SPUCE WHERE .-. <br />OCCURS 45 <br />.11' <br />TYP. <br />AT r 1-BEAM: - <br />ADD 'C' SPLICE X 18' LONG <br />AT LLCOLUMNS - <br />(CENTER AT COLUMN). <br />SECURE TO I-8EAM <br />Wl 8414 TEK SCREWS <br />EQUALLY SPACED - <br />1' FROM ENDS. <br />-1/4-0 M.B. BEAM <br />TO BReKET <br />-2- 3/8'0 M.B. THRU STL. 9- <br />BFU\CKET TO POST. <br />POST. SEE SCHEDULE - <br />0 0 0 <br />" 1/ 1 <br />ALUM. ALLOY/16" -ALTERNATE BEAM TO POST CONN. <br />6063-Te/ <br />70 1-BE*M <br />MOMENT C-SPUCE <br />UPMO EFU 0195 <br />DRAWN BY: E.N. <br />DATE: 1601/2012 <br />SCALE: NONEZ <br />REWSED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STROCTURAL ENGINEERING <br />RNCHO CUCAMONOA. CA 051) 741-2107 <br />LIVE LOAD• <br />BEAM .10,20&30:4 <br />SPUCE DETAIL.5 HORIZ- WIND • <br />90,100 & 110 MPH <br />PATIO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8209 ALPINE AVE. SACIIAMENTO, CA 96826 <br />(910) 452-7021 FAX 401-1519 -les@duraturn.com SHEET 12 OF 33