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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />w <br />0::: <br />:;) <br />I- <br />U <br />:;) <br />0::: <br />I- <br />00 <br />I- <br />U) <br />o <br />:::c <br />C> <br />z <br />f= <br />en <br />X <br />w <br /> <br /> <br />SEE CONNECTION DETAILS <br />(SECTION 7) <br /> <br />POST AND BEAM DETAILS <br />AND TABLES SECTION 2 <br /> <br />12" x PAN <br />(SEE TABLES SECTION 7) <br />USE 'W TO 'SELECT PAN <br />FOR REQUIRED SPAN <br /> <br />'W' VARIES <br />Cf <br /> <br />FOR FRONT. BEAM USE: <br />A = WI 2+0VERHANG <br />"/ I Cf' II <br /> <br />FOOTING AND <br />CONNECTION DETAILS <br />SECTION 2 <br /> <br /> <br />CARPORT WALL SECTION <br /> <br /> <br />SHED IS FRAMED WITH FO <br />FLOOR AREA 200 SQ. FT" IF <br /> <br />S.M.S. FOR 1" x 2" AL <br /> <br />1, SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO <br />16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA. <br />2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD <br />BUILDING CODE 1999 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. <br /> <br />CONNECTION <br />WALL SHEATHING 1/2" OR LESS <br />TOP OR SOLE PLATE TO STUD <br />A. END NAIL <br />B. TOE NAIL <br /> <br />FASTENER NUMBER I SPACING <br />#6 COMMON 6" O,C. EDGES AND 12" O.C, FIELD <br /> <br />~6COMMON 2 <br />#8 COMMON 2 <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. f' E <br /> <br />PAGE <br /> <br />2-5 <br />