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P <br />0.040™29(6,625' ALUM HEADERS OR--p <br />/-ALUMINUM RAFTERS OR SOLID PANELS 0.042'X3'XB' ALUM HEADERS <br />2'X6.25' ALUMINUM DOUBLE HEADERS <br />3'X8' ALUMINUM DOUBLE HEADER <br />PLASTIC HOLE PLUGS-- <br />NOTES, <br />1. FIBERGLASS POSTS ARE <br />NON-LOAD BEARING. <br />2, ATTACHMENT TO HOLD COVERING <br />1,-EIGHT #14 SMS AGAINST MINOR LATERAL FORCES. <br />3. USE MULTIPLE BRACKETS AS <br />1 NEEDED. <br />4. FIBERGLASS POSTS MAY BE <br />Yv £ <br />3 <br />1]IM <br />t' MIN -#14X3/4'USED FOR ANY STRUCTURE. <br />TEK SCREW <br />L UK in -3/8'X 34' BOLTINUM POST »/FIBERGLASS Ll,5'Xl,5' STEEL L <br />ANGLE BRACKET (TYP)1 POST COLLAR <br />FIBERGLASS- <br />DECORATIVE <br />POST COVER <br />-STEEL OR ALUMINUM <br />LOAD BEARING POST <br />1 i\ <br />331« FIBERGLASS " <br />NON LOAD <br />BEARING POST <br />*E #OCAL PU <br />8 5 <br />E.P, 6 <br />A* <br />EXISTING ROOF <br />LOAD BEARING POST GROUND SNOW MAXIMUM <br />SEE DETAILS L25, L29, N8,-LOAD (PSF)'h' (IN) <br />N29, AD,AP OR AQ FOR \--FIBERGLASS DECORATIVE \COF-CALIFO/0, 1 10 9POST/CONCRETE ATTACHMENT ,/POST COVER <br />15 14 <br />20 17 <br />FIBERGLASS 25 18POST COLLAR 1,5'Xl,5' STEEL L 40 25LPATIO COVER 30 20 <br />/-ANGLE BRACKET (TYP 50 30 <br />SLAB OR 3/8'X3/4' BOLT 60 33 <br />FOOTING 737 <br />4 <br />4 <br />-CONCRETE ANC <br />a <br />STRUCTURES COMPLYING WITH <br />--ROOF SNOW LOAD THIS DETAIL DO NOT REQUIRE <br />ADDITIONAL DRIFTING SNOW <br />CONSIDERATIONS <br />G\NEER. <br />Epl 1 0 01:ESS/ON <br />R Cl <br />4/0. 16231 R 6/30/ <br />VIL <br />NOV 5 2012 202"Al g <br />ofESS/0464 <br />/589 1 CA )2;8.by <br />5/ ' Arneriinax <br />BUILDING PRODUCTS,INC. <br />5208 TENNYSON PARKWAY <br />SUITE 100 <br />PLANO, TEXAS 75024 <br />OCT 20 2011 \ORA»N Em n,PE: <br />CP <br />SCALE: <br />NTS Miscellaneous Details <br />ICC ESR 1398 (2009 IBC) 10/11/2011 V Page 53 of 60 Engineer's Stamp DATE;FILE#SHEER <br />Ml -2009