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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 @AlUM/NUM ROOF <br /> <br />2 x 4 TOP PLATE @ ROOF <br />2 x 2 ALUMINUM OR 2 x 4 LUMBER "2 <br />S,P.F. (MIN.) <br /> <br />SHEATHING: 7116"0.S,8, OR 112" <br />PI.. YWOoo WI STUDS 24" O.C, OR <br />STRUCTURAl GRADE THERMAL PLY <br />WI STUDS @ 111" O.C, <br /> <br />2 x 4 PRESSURE TREATED PLATE WI <br />318" x 4-112" CONCRETE ANcHORS @ <br />4'-0" 0, C. (SEE SlAB DETAILS) <br />ATTACH SHED OR ROOM WAlL TO <br />HOST STRUCTURE WI 1/4" x 3-114" <br />TAPCONS @ 18" O.C. FOR MASONRY <br />OR "'6d COMMON @ 16" O.C. OR",O x <br />3-112" FOR WOOD OR",O x 2.1/2" <br />S,M.S. FOR 1 x 2 AlUMINUM OR",O 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 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 />SCALE: 114" = 1'-0" <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 />CONNECTION FASTENER NUMBER I SPACING <br />WAll SHEATHING 1/2" OR LESS fI6 COMMON 6" 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 /> <br />w <br />~ <br />o <br />:I: <br />W <br />..j <br />iii <br />~ <br />CJ <br />Z <br />~ <br />~ <br /> <br />SECTION 2 <br /> <br />SEE CONNECTION DETAilS <br />(SECTION 7) <br /> <br />~ <br /> <br /> <br />w <br />~ <br />o <br />:I: <br />~ <br />iii <br />~ <br />CJ <br />z <br />t= <br />In <br />~ <br /> <br />12" x PAN (SEE TABLES SECTION 7) USE W <br />TO SELECT PAN FOR REQUIRED SPAN <br /> <br />WI' VARIES <br /> <br />FOR FRONT BEAM USE L = W 12+0VERHANG <br /> <br /> <br />Lawrence E, Bennett, P,E. <br />eM!. EHOINUR, OEIIEl~CONSU.TNiT <br />p,O, lOX 4381, SOUTH DAYTONA, Fl32.2t <br />TElEPHoNE (104) 7.r-4174 <br />FAX (104) rl7_ <br /> <br />SE..... <br /> <br />Cl COPYRIGHT'_ <br />NOT TO BE REPROIlUCEo IN WHOlE OR" PART WITHOUT THE WNlT9IPEAMsSION OF IAWIIENcE E. IlENNETT P,E, 55 <br />SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING CO PONENTS <br /> <br />#18 X I" WOOD SCREWS WITH <br />5/8" WASHERS (3) PER PANEL <br /> <br />2" x 4" TOP PLATE PRESSURE <br />TREATED PINE <br />SHEATHING: <br />112" PLYWOOD OR <br />STRUCTURAL <br />GRADE THERMAl PLY WI <br />SIDING <br /> <br />114" x 3" BOLTS OR T-BOLTS <br />INTO CONCRETE SlAB @ 24" <br />O. C. WI 118" ~ 1-112" WASHERS <br /> <br />6" x 6" - 10 x 10 WELDED WIRE <br />MESH <br />#50 BAR CONTINUOUS <br /> <br />PAGE <br /> <br /> <br />~ <br /> <br />AlUMINUM COVER (SEE <br />CONNECTION TO HOST <br />STRUCTURE) <br />PLATES TOP AND BOTTOM <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 />UTILITY SHED TYPICAL WALL SECTION <br />SCALE: .''' = 1'-0" <br /> <br />FOOTING AS REQUIRED <br /> <br />~ <br /> <br />(2) INTERNAlL'. OR <br />RECEIVING CHANNEL <br /> <br /> <br />(2) 114" 0 BOLTS EACH ANGLE <br /> <br />(4) #10 x 1-112" S. M. S. EACH <br />ANGLE <br /> <br />1-112" x 3-112" SPACER BLOCKS <br /> <br />ALUMINUM BEAM FRAMING TO CORNER OF WOOD UTILITY SHED _ PLAN VIEW <br />SCALE: 114" = I" <br /> <br />Lawrence E. Bennett, P.E. <br />CMl EHOINUR - 0EIIEl0PletT CONSUl TNiT <br />P,O. BOX 43M,1IOUTH DAYTONA, FlUtlt <br />me_ (104) Tl7-4174 <br />FAX (104) Tl7_ <br /> <br />SEAL <br />PAGE <br /> <br />. 100 <br /> <br />Cl COPYRIGHT 1_ <br />NOT TO BE REPRODUcED IN WHOlE M IN PART WintOUr THE WRITTEN PERMISSION OF LAWRENCE E RENNEn. P.E <br />