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<br />- . <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />-----. <br /> <br />w <br />0::: <br />:;) <br />I- <br />U <br />:;) <br />0::: <br />I- <br />(J) <br />I- <br />(J) <br />o <br />:::c <br />C> <br />z <br />~ <br />(J) <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 tW TO SELECT PAN <br />FOR REQUIRED SPAN <br /> <br />tW' VARIES <br /> <br />FOR FRONT BEAM USE: <br />A = W 1 2+0VERHANG <br /> <br /> <br />FOOTING AND <br />CONNECTION DETAILS <br />SECTION 2 <br /> <br />CARPORT WALL SECTION <br /> <br />.--.... <br /> <br />SHED IS FRAMED WITH FOURTH WALL (IF REQUIRED) OR ATTACHED TO HOST, MAXllvlUM <br />FLOOR AREA 200 SQ. FT., IF FLOOR AREA IS GREATER THAN 200 SQ. FT. USE SECTION 4, <br />ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3-1/4" TAPCONS @ 16" O.C <br />FOR MASONRY OR #16d COMMON @ 16" O.C. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" <br />S.M.S. FOR 1" x 2" ALUMINUM OR #10 x 3-1/2" S.M.S. FOR 2 x 2 ALUMINUM <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 1 SPACING <br />#6 COMMON 6" O.C. EDGES AND 12" O.C, FIELD <br /> <br />#16 COMMON 2 <br />#8 COMMON 2 <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />POBOX 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 WlrHOUT THE WRIDEN PFRMISSION OF LAWRENCE E BENNET' P ,_ <br /> <br />PAGE <br /> <br />2-5 <br />