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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />w <br />~ <br />o <br />:r: <br />w <br />...l <br />co <br />o <br />:::E <br />~ <br />z <br />i= <br />~ <br />x <br />w <br /> <br /> <br />SECTION 2 <br /> <br />PAN OR COMPOSITE PANEL <br />(SEE TABLES SECTION 7) <br /> <br />TOP PLATE PI. OR WI VAPOR <br />BARRIER @ ALUMINUM ROOF <br /> <br />2 x 4 TOP PLATE @ ROOF <br /> <br />2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 <br />S.P.F. (MIN.) <br /> <br />SHEATHING: 7/16" O.S.B. OR 1/2" <br />PLYWOOD WI STUDS 24" O.C. OR <br />STRUCTURAL GRADE THERMAL PLY <br />WI STUDS @ 16" O.C. <br /> <br />2 x 4 PRESSURE TREATED PLATE W/ <br />3/8" x 4-1/2" CONCRETE ANCHORS @ <br />4'_0" O. C. (SEE SLAB DETAILS) <br /> <br />ATTACH SHED OR ROOM WALL TO <br />HOST STRUCTURE WI 1/401 x 3-1/4" <br />TAPCONS@ 16" O.C. FOR MASONRY <br />OR #16d COMMON @ 16" O.C. OR #10 x <br />3-1/2" FOR WOOD OR #10 x 2-112" <br />S.M.S. FOR 1 x 2 ALUMINUM OR #10 x <br />3-1/2" S.M.S. FOR 2 x 2 ALUMINUM <br />SHED IS FRAMED FOUR WALL <br />STRUCTURE OR ATTAC;HED TO HOST <br />MAXIMUM FLOOR AREA 200 SQ. FT. <br />FLOOR AREA GREATER THAN 200 SQ. <br />FT. USE SECTION 4 <br /> <br />POST AND BEAM DETAILS AND <br />TABLES SECTION 2 <br />FOOTING AND CONNECTION DETAILS <br />SECTION 2 <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />SCALE: 1/4" = 1'-0" <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 />CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. <br /> <br />CONNECTION FASTENER NUMBER I SPACING <br />WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD <br />TOP OR SOLE PLATE TO STUD <br />A. END NAIL #16 COMMON 2 <br />B. TOE NAIL #8 COMMON 2 <br /> <br />SEE CONNECTION DETAILS <br />(SECTION 7) <br /> <br />~ <br /> <br />w <br />~ <br />o <br />:r: <br />w <br />...l <br />co <br />o <br />~ <br />~ <br />z <br />i= <br />(j) <br />X <br />W <br /> <br /> <br />Lawrence E. Bennett, P.E. <br />CIVil ENGINEER - D5VELOPMENT 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 />PAGE <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P f <br /> <br />SEE CONNECTION DETAILS <br />(SECTION 7) <br /> <br />12" X PAN (SEE TABLES SECTION 7) USE'W' <br />TO SELECT PAN FOR REQUIRED SPAN <br /> <br />--------- 'W1' VARIES- <br /> <br />FOR FRONT BEAM USE L = W / 2+0VERHANG <br /> <br />55 <br />