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1\1 - POST 'A' - DETAIL AD <br />POST SPACING IS RESTRICTED TO THE 'ON <br />SLAB' SPACING SHOWN IN TABLES 5.1, 5.5, <br />5.6, 5.7,5,8, 6.1, 6,5, 6,6, 6,7 OR 6.8. <br />0 4 <br />00/ <br />DOUGLAS FIR UTILITY <br />- EIGHT #14 SMS GRADE OR BTR <br />- TWO 369(5' LAG SCREW W/ 1' WASHER. <br />ONE ON EACH SIDE OF POST. <br />SOLID COVERS MUST USE THESE <br />RESTRICTIONS <br />FOR 10 PSF SNOW/LIVE LOAD <br />MAXIMUM WINDSPEED IS <br />110 MPH EXP B <br />100 MPH EXP C <br />21 CDR <br />DOUGLAS FIR <br />LUMBER FLOOR <br />JOIST OR HEADER <br />FOR 20 PSF OR GREATER SNOW/LIVE LOAD <br />MAXIMUM WINDSPEED IS <br />110 MPH EXP C <br /> ATTACHED STRUCTURE POST <br />TO FLOOR JOIST STEEL POST-r-4- <br />SEE SHEET M8 FOR CONCRETE <br />SLAB REQUIREMENTS FOR <br />CONSTRAINED FOOPNGS <br />TWO 3/8" BOLTS--f <br />0.091" TYP- - <br />3' x 3' ALUMINUM <br />-- POST <br />6. . V <br />7 <br /><1 <br />91, <br />B <br />3 <br />NOV 5 2012 <br />.750 <br />2.25"I 1.0" <br />- 3/8' x 9' STEEL <br />REBAR EMBEDDED AT <br />'B' DEPTH <br />d < 33' B = 9' <br />d < 38'B = 12' <br />d < 46'B = 18' <br />d < 51'B = 24' <br />L CONCRETE FOOTING <br />d <br />FREESTANDING OR ATTACHED STRUCTURE4" MIN 4=| / COLUMN TO FOOTING CONNECTION DETAIL <br />- 1.575" -7.\J 1 1 ,¢:Pliesslona, £·cz 75.5"8'0 STAINLES STEEL HILTI KWIK BOLT TZ (ICC <br />ESR 1917) 7/ 2' EMBED WITH 1'0 STEEL WASHERS <br />MAX FOOTING SIZE IS d= 31' <br />e <br />#3#0 <br />L <br />POST TO FOOTING ATTACHMENT DETAIL .V'IL-'I )h <br />SINGLE SPAN ATTACHED UNITS ONLY OCT 20 2011 7 Anlerinlax 5208 TENNYSON PARKWAY <br />SUITE 100 <br />BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 <br />DR,WN BY: TYPE: <br />A'\4 BEJ/CP <br />SCALE NAME: <br />.. <br />Page 49 of 60 <br />NTS Component Parts & Connection Details <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Engineer's Stamp DATa SHEEr: <br />CD06-2009 6 of 9 <br />''