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COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS <br />3'SQ. pOST <br />-1 <br />ALUM.TBRACKET USE WlfH <br />POST TYPE B,C,D, OR E-T BRACKET <br />STEELTBRACKET USE WrTH@ 3'SQ. POST W/POST TYPE B.C.D.E.F.G.H,J OR K <br />(2>412 SMS EA - <br />3' SO. POST -ALUM.TBRACKETSIDE OF POST OR USE (2/8•0 HILTI <br />1/4' M.B. THROUGH 1¢MK BOLTS OR EQUAL <br />POST SnEELTBRACKET: <br />1 USE 12>-3/8-0 HILn 16¥IK <br />-(2>.1/4'0 POWERS WEDGE-mags/&£62& BOLTS OR EQUAL <br />re <br />1/2 DEPTH OF <br />FOOTING OR <br />12' MIN. EMBD. <br />f <br />STEEL POST ONLY: <br />USE POST TYPE 8'0 BOLTS <br />F, G, H, J OR K POST TYPE J <br />(2>.1/2'0 BOLTS <br />FOR ALL OTHER <br />CONDITIONS <br />--- 16'INSERT <br />'415· I x.188' <br />ASTM A336 <br /> BOLTS+ OR EQUAL,EACH /2 K· EMBEOMENT DEPTH - T.O.C. <br />STEELBfUCKdT TO SLAB.i -fOR KVAK BOLTS)MINIMUM DISTANCE TO <br />EDGE OF SLAB = 4' OR Tl-T--TO CRACK = 10":4 ASTM *572 STEEL <br />(1 34' MIN. EMBEDMENT).4 4 <br />(1)-1/Zal.B. 1 24 ·>•': '·:·--·-SLAB SHALL BE IN *x POURED CONCRETE %17' LONG, 1· ......... <br />3/16' V <br />4-4-GOOD CONDITION . . FOOnNG SEE NOTE FROM END Lf'.. · :·:T SQ. POST (STL), OF POST f .C'."',".'*'.OR FLUTED <br />FOR SUE31/2' MIN...---SQUARE. SEE FTG.OR 4' SQ. POST (STL.) 'POURED 'UARE---CONCRETE /SCHEDULE IN BEAM INSERT <br />IN BEAM SPAN TABLE FOOTING SPAN TABLE PL.5/89-HK. /SQUARE POST EMBED. . .EXISLIN.9 SLAB 3' SQ. POSTS TO CONC. FOOTING INTO FOOTING ' <br />6. 11/2- <br />DE TH • <br />233 <br />Ut @ & <br />Z <br />W-@u)g.5IREE16.@4SE.Pk*rE_. <br />ATTACHED <br />ALTERNATE FTG. <br />CUBESIZE SQ. 18' DEEP *CUBE FTG. <br />18'18 SQ.12- <br />20'21' SQ.12' <br />22»25' SQ.16' <br />24'28'SQ.20 <br />26'32' SQ.23' <br />28'35- SQ.25 <br />30'39' SQ.28' <br />3r 43' SQ.30. <br />ATTACHED ONLY <br />FOOTING & ANCHOR BOLTS <br />SINGLE POSTS <br />FOOTING SIZE EMBED. <br />BOLTS <br />23* & 24' CUBED (2>-1/70 31/4' <br />25' - 30' CUBED (4hl/2'0 31/4· <br />31' - 34' CUBED (45/8-0 4 · <br />35'- 39' CU8E0 (4)-3/4·0 43/4' <br />40' · 47 CUBED (4>-3/40 4 3/40 <br />NOTES:BASE PLATE SCHEDULE : <br />PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 91. DO NOT USE ALUM. T <br />9' SO. x 5/8- B, C, D, F, G, & HBRACKET WITH 3X8 BEAMW/INSERT, MAG BEAM. 4 OR | FREESTANDING r 1-8EAMS. <br />BASE PLATE ANCHOR <br />2. egiI,IxaE <br />thliIALI.a82tlia£1.81 1 BASE PLATE ANCHOR BOLTS (SIZE & 1YPE) <br />2- X Ji' X 5)$'AT <br />aEL.I.-28,8QEEL (4* 3/4'0 HILTI KWIK BOLT TZ STAINLESS <br />r€x 98.STEEL PER I.C.C. ESR-1917 OR EQUAL <br />3. TE (4 3/4' EMBEDMENT DEPTH)DO NOT LISE STEEL T <br />BRACKET W/7- 1-8EAM <br />\RAYC <br />ALTERNATE FREESTANDING FOOTING RAE/d' <br />47' SQ.32' <br />51' SQ 34' <br />55'SQ.3r <br />NOTES: BOLTS SHALL BE HILn KWIK BOLT TZ STAINLESS STEEL TRIBUTARY 90 MPH 100 MPH 110 MPH <br />I.C.C. EVALUAMON SERVICE INC., ESR -1917 OR EQUAL.WIDTH EXB&C , EXB&C EXB&C <br />W SQ.39 <br />84' SQ.41'10' OR LESS 3'4" SQ x 3'-6' SQ x 4'-0' SQ x <br />18'DEEP 18"DEEP 18"DEEP <br />69' SQ 43' <br />· CUBE FOOTING W/ 4' SLAB 20' OR LESS 4'-0" SQ x 4'-7' SQ x 5'-0" SQ x <br />18" DEEP 18'DEEP 18'DEEP <br />NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED <br />IAPMO ERS 0195 <br />DRAWN BY: E.N. <br />DATE: 1001/2012 <br />SCALE: NOFE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMIERCIAL AND RESIDENTtAL STRUCTURAL ENGINEERING <br />FWICHOCUCAMONOA. CA (961)741·2107 <br />COLUMN <br />SURFACE MOUNT <br />AND EM8EDMENT <br />LIVE LOAD= <br />10,20 & 30 pif <br />HOA[Z. WIND • <br />90,100 8 110 MPH <br />PATIO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS. INC. <br />8280 ALPINE AVE. SACRAMENTO, CA 96826 <br />(916)462-7021 FAX 401·1519 -1,4dur,lum-n SHEET 10 OF 33