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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />PAN OR COMPOSITE PANEL <br />(SEE TABLES SECTION 7) <br /> <br />TOP PLATE P.T. OR WI VAPOR <br />BARRIER 0 AlUMINUM ROOF <br /> <br />2x 4 TOP PLATE 0 ROOF <br /> <br />2 x 2 ALUMINUM OR 2 x 4 LUMBER #12 <br />S.P.F. (MIN.) <br /> <br />SHEATHING: 7/1e" O.S.B. OR 112' <br />PLYWOOD WI STUDS 24" O.C. OR <br />STRUCTURAL GRADE THERMAL PLY <br />WI STUDS 0 16" O.C. <br /> <br />2 x 4 PRESSURE TREATED PLATE WI <br />318" x 4-1fT CONCRETE ANCHORS 0 <br />4'-0" O. C. (SEE SlAB DETAILS) <br />ATTACH SHED OR ROOM WAlL TO <br />HOST STRUCTURE WI 1/4" x 3-114" <br />TAPCONS 0 1e" O.C. FOR MASONRY <br />OR #116<1 COMMON 0 16" O.C. OR #110 x <br />3-112" FOR WOOD OR #110 x 2-1fT <br />S,M.S. FOR 1 x 2 AlUMINUM OR #110 x <br />3-112" S.M.S. FOR 2 X 2 AlUMINUM <br />SHED IS FRAMED FOUR WALL <br />STRUCTURE OR ATTACHED TO HOST <br />MAXIMUM FLOOR AREA 200 sa. 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 />SCALE: 1/4"" 1'-0" <br />1. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO <br />1e 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 />CONNECTION FASTENER NUMBER I SPACING <br />WAlL SHEATHING 112" OR LESS #16 COMMON e" O.C. EDGES AND 12" O.C. FIELD <br />TOP OR SOLE PLATE TO STUD <br />A. END NAIL 2 <br />B. TOE NAIL 2 <br /> <br />w <br />~ <br />o <br />:J: <br />W <br />..... <br />iD <br />~ <br />CI <br />Z <br />~ <br />~ <br /> <br /> <br />SECTION 2 <br /> <br />SEE CONNECTION DETAilS <br />(SECTION 7) <br /> <br />~ <br /> <br /> <br />w <br />~ <br />o <br />:J: <br />W <br />..... <br />iD <br />~ <br />C) <br />z <br />~ <br />~ <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 12+0VERHANG <br /> <br />Lawrence E. Bennett, P.E. <br />CMl ~.OI!VB.OPM!HT~TANT <br />P,o, BOX 4:l1,,1IOUTlf D.4\YTONA, Fl3212l <br />TELEPHoNElI041117-4n4 <br />FAXlI04ITlll'- <br /> <br />SEAL <br /> <br />CI COPYRIGHT 1_ <br />NOT TO BE REPROOUcED IN WHOlE OR .. PART WITHDIIT THE WN1TEN PEAMSSIDN OF lAWRENa E, BENNETT P,E, 55 <br />SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING CO PONENTS <br /> <br />#8 x 1" WOOD SCREWS WITH <br />51e" WASHERS (3) PER PANEL <br />2" X 4" TOP PLATE PRESSURE <br />TREATED PINE <br />SHEATHING: <br />1/2" PLYWOOD OR <br />STRUCTURAL <br />GRADE THERMAl PLY WI <br />SIDING <br /> <br />1/4" x 3" BOLTS OR T-BOLTS <br />INTO CONCRETE SlAB @ 24" <br />O. C. WI 118" ~ 1-1fT WASHERS <br /> <br />e" x e" - 10 x 10 WELDED WIRE <br />MESH <br />#5flJ BAR CONTINUOUS <br /> <br />PAGE <br /> <br /> <br />~ <br /> <br />ALUMINUM COVER (SEE <br />CONNECTION TO HOST <br />STRUCTURE) <br /> <br />PLATES TOP AND BOTTOM <br /> <br />HURRICANE ANCHORS WITH <br />NUMBER OF NAILS PER <br />MANUFACTURES SPECS <br /> <br />2' x 4" STUDS <br /> <br />PRESSURE TREATED 2 x 4 <br />PLATE <br /> <br />FOOTING AS REQUIRED <br /> <br />UTILITY SHED TYPICAL WALL SECTION <br />SCALE: '1" " 1'-0" <br /> <br />~ <br /> <br />(2) INTERNAl L's OR <br />RECEIVING CHANNEL <br /> <br />(2) 1/4"1ZJ BOLTS EACH ANGLE <br /> <br /> <br />(4) #110 x 1-112" S. M. S. EACH <br />ANGLE <br /> <br />1-1fT x 3-112" SPACER BLOCKS <br /> <br />ALUMINUM BEAM FRAMING TO CORNER OF WOOD UTILITY SHED - PLAN VIEW <br />SCAlE: 1/4"" 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CMl ENOIHEER. 0I!VB.0I'It/EHT ~ TANT <br />P,O, BOX 43llll.1IOUTlf D.4\YTONA, FL 32121 <br />11!LEPHoNElI041111-4n4 <br />FAXlI04ITll7.- <br /> <br />SEAL <br /> <br />PAOE <br /> <br />. 100 <br /> <br />C COPYRIOHT 1_ <br />NOT TO BE REPROOUCED IN WHOlE OR If PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCe E. &eNNEn. P.E <br />