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COLUdN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS <br />/ a_ ALUM.'1'BRACKET USE Wml <br />l POST TYPE B.C.D, OR E STEEL POST ONLY: <br />r-T BRACKET T·© USE POST TYPE (3»'800 BOLTSSTEELTEUCKET USE WITH/ @ 3'SQ. POST W/POST TYPE B,C.D.E.F,G.H.JORK rF, G, H, J OR K FOR POST TYPE J - <br />/ (2*#12 SMS EA - 3· so. POST -ALUM.TBRACKET:3·SQ. POST /SIDE OF POST OR USE (2),3/8-0 HILn <br /> / 1/4' M.8. THROUGH IOWK BOLTS OR EQUAL (2)-1/70 BOLTE 3'INSERT <br />POST STEEL.TBRACKET 1/2 DEPTH OF FOR ALL O™El <br />1 USE (43/6-0 HILn leNIK FOOTING OR CONDITIONS x .188* <br />k -(2*1/4.0 POWERS WEDGE- BOLYS OR EQUAL- -....AS™ A36 <br />BOLTS+ OR EQUAL, EACH 1 2 %· EMBEDUE,fr DEPTH 9;F-r STEEL <br />BRACKdT To SLAB.2 1 FOR KMK BOLTS) <br />MINIMUM DISTANCE TO <br />1 9 V .....1 50 m <br />(CECFKS154' OR ' kt.l ,....31 m ]3 A,JIMAD,£01 CCL <br />(1 35' MIN. EMBEDMENT) . <br />DEPTH S .A:.3JW U' <br />-SLAS SHALL BE IN '0 POURED CONCRETE *BUWNG 82€......'.'·5 6 .2 <br />"Z-'Ell=:A-4-GOOD CONDITION FOOTING SEE NOTE 3' SQ. POST (STL.)oF POST •54 -M·%..7. z OR FLUTEDA . <br />31/2- MIN./:20*A,K POURED-',-SQUARE SEE FTG. <br />OR 4· SQ. POST (STL.) <br />QUARE--CONCRETE / -SCHEDULE IN BEAM INSERT - i, <br />.E FOOTING SPAN TABLE PL.5/87HK. / <br />SQUARE POST EMBED. <br />23!§LING §]AB __- -x<Q. POSTS TO CONC. FOOTING INTO FOOTING <br />11/r 1 6·11/2' <br />5571.Tr,.,7 <br />R <br />T.O.C. <br />..r <br />1 9 <br />// M BEAM SPAN TAB\ <br />3' S <br />WELREPA.IgE-LE.fLAT@- <br />ATTACHED <br />ALTERNATE FTG. <br />ATTACHED ONLY <br />FOOTING & ANCHOR BOLTS <br />NOTES: <br />1. DO NOT USE ALUM. T <br />BRACKET WITH 3X8 BEAM <br />WANSERT, MAG BEAM, 4' OR <br />7' 1-BEAMS. <br />BASE PLATE SCHEDULE <br />PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 <br />9' SQ. x 5/8- B, C, 0, F, G, & H <br />FREESTANDING <br />BASE PLATE ANCHOR <br />CUBE SIZE SO. 18 DEEP ·CUBE FTG. <br />18'18'SQ 12' <br />20.21- SQ.12' <br />22.25'SQ 16' <br />240 28' SQ.20' <br />26'32' SQ.23' <br />28"35' SQ.25 <br />30'W SQ 28' <br />32'43' SQ 30· <br />340 47' SQ.32 <br />38'51'SQ 34• <br />38'55' SQ.3r <br />40 60' SQ.39" <br />42.64'SQ.41' <br />44'69- SQ.43• <br />•CUBE FOOnNO W/ 4' SLAB <br />SINGLE POSTS <br />FOOTING SIZE EMBED. <br />BOLTS <br />23' & 24' CUBED (2>-1/70 31/4 <br />25' - 30' CUBEO (4 *ln"0 31/4' <br />31' - 34 CUBED <br />39 - 39' CUBED (4*3/4'0 434· <br />4¢-47 CUBED (4*3/413 4 3/4' <br />NOTES: BOLTS SHALL BE HILn 111< BOLT TZ ST/UNLESS STEEL <br />I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. <br />2. EgiLI:YELE <br />lbISI81.1.XmaMER.2161 BASE PLATE ANCHOR BOLTS (SIZE & TYPE) <br />2'Xji' X 5)5' AT <br />NILI.288CMEL (4}- 3/4'0 HILTI KWIK BOLT TZ STAINLESS <br />rx['* 5/Er STEEL PER I.C.C. ESR-1917 OR EQUAL. <br />3. £911=2&1 (4 3/4' EMBEDMENT DEPTH) <br />DO NOT USE STEEL T <br />BRACKET W/7- 1-BEAM <br />ALTERNATE FREESTANDING FOOTING <br />TRIBUTARY 90 MPH 100 MPH 110 MPH ' A | 1 <br />WIDTH EXB&C EXB&C EXB&C t*p. C37948 /·EKK03!31/ .2-1 <br />3'-4' SQ x 3'-6' SQ x 4'-0' SQ x10' OR LESS 18'DEEP 18"DEEP 180 DEEP <br />4'-0' SQ x 4'-7- SQ x 5'-0" SQ x20' OR LESS 18"DEEP 18" DEEP 18" DEEP <br />(4)-5/8-0 4• <br />0 <br />NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED <br />IAPMO ER# 0195 <br />DRA- BY: E.N. <br />DATE 1001/2012 <br />SCALE: FOE <br />REVISED BY: <br />TOM CAMPBEU & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL- ENGINEERING <br />RANCHO CUCAMONOA CA (861) 741-2107 <br />COLUMN <br />SURFACE MOUNT <br />AND EMBEDMENT <br />LIVE LOAD = <br />10,20 & 30 pd <br />HOR[L WIND = <br />00,100 & 110 MPH <br />PAT1O COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALPINE AVE., SACRAMENTO, CA 96826 <br />(916)452-7021 FAX403-1510 ules@dualum.corn SHEET 10 OF 33 <br />rb