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<br />SEAL <br /> <br />PAGE <br /> <br />SECTION 2 <br /> <br />A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS _ <br /> <br />~ <br /> <br /> <br />2" x 4" LUMBER TOP PlATE @ ROOF <br /> <br />2" x 2" ALlM<<JM OR <br />2" x 4" LUMBER #2 SP.F. (w.L) <br /> <br />SHEA THNG: <br />7/16" O.S.B. OR V2" PL YWOOO Wmt <br />STUDS 24" ON CENTER OR STRUC~AL <br />GRADE THERMAL PLY WITH S1U)S AT <br />16" ON CENTER <br />2" x 4" PRES~ TREATED PlATE WITH <br />3/S" x 4-V2" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DET ALS <br /> <br />SEE CONNECTION DETAILS <br /> <br />~ <br /> <br />PAN OR COMPOSITE ROOF PAN:L <br />SEE SECTION 7 <br /> <br />TOP PLATE P.T. OR WITH VAPOR <br />BARRER AT AL........... ROOF <br /> <br />w <br />..l <br />B <br />~ <br />(!J <br />~ <br />l- <br />ra <br />X <br />w <br /> <br />SEE CONM:CTION DETALS <br /> <br />...------- <br />~ <br /> <br />~ <br />! <br />i <br />B <br /> <br /> <br />ATTACH SHED OR ROOM WALL TO <br />HOST STRUCTURE WI 1/4" x 3 1/4" <br />TAPCONS @ 16" O.C. FOR MASONR; <br />#16d COMMON @ 16" O.C. OR #10 X 3 <br />Yz" FOR WOOD, AND #10 x 2 Yz" SMS <br />FOR 1" x 2" ALUMINUMI #10 X 3 Yz SMS <br />FOR 2" X 2" ALUMINUM. <br /> <br />12" x PAN (SEE TABLE) USE W <br />TO SELECT PAN FOR REQUIRED SPAN <br /> <br />ALl.JW.I.JM POST AN> BEAM <br /> <br />W 1 VARIES <br /> <br />SHEA THNG: <br />7/16" O.S.B. OR V2" PL YWOOO Wmt <br />STUDS 24" ON CENTER OR STRUC~AL <br />GRADE 11-ERMAL PLY WITH STUDS AT <br />16" ON CENTER <br /> <br />2" x 4" PRES~ TREATED PlATE WITH <br />3/S" x 4-V2" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br /> <br />SEE SLAB DET ALS <br /> <br />FOR FRONT BEAM USE L . W I 2+oVERHANG <br /> <br />...------- <br />~ <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO HEADER CHANlllEL Wmt (3) #10 x 1/2" SMS. WI WASHER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x V2" SMS. WI WAS/-ER. <br />3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS. <br />4. ANCHOR COLUMN TO BASE PLATE Wmt 1-114" S.S. BOLT. <br />5. ANCHOR SI-EETlNG AS FOLLOWS: <br />A. PLYWOOD #Sd COMMON @ 6" O.C. EDGES AN> 12" O.C. FIELD. <br />B. STRUCTURAL GRADE THERMAL PLY PER MANlFACTURER'S RECOMM:NDATIONS <br />OR #6 x 1 1/4" DECK SCREWS @ 6" O.C. EDGES AND 12" O.C. FELD AS A W&tlAf. <br /> <br />Lawrence E. Bennett, P.E. <br />avI. ENGrEER - DEVELOPMENr CONSU. TANT <br />P.O. BOX 4388, SOUlli DAYTONA, Fl 32121 <br />TEI.EPHOlIE (904) 7fI7-4n4 <br />FAX (904) 7fI7-ll558 <br /> <br />50 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOlE OR N PART WITHOlIT TIE WRfTTEN PERM8SION a= LAWRENcE E. BBfETT, P.E. <br />