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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />SEE CON/lECTION DET ALS <br /> <br />~ <br />~ <br />~ <br />~ <br />!22 <br />>< <br />UJ <br /> <br />PAN OR COMPOSITE ROOF PANEL <br />SEE SECTION 7 <br /> <br />TOP PLATE P.T. OR WITH VAPOR <br />BARRER AT ALUMINUM ROOF <br /> <br />2" x 4" Ll.M3ER TOP PLATE @ ROOF <br /> <br />. I" l' <br /> <br />2" X 2" X 0.044" ALUMINUM OR <br />2" X 4" LL.t.eER #2 SPF. (MIN.) <br /> <br />SHEA TI-I~G: <br />7/16" O.S.8. OR 1/2" PLYWOOD WITH <br />STUDS 24" <br /> <br /> <br />SEE SlAB DET ALS <br /> <br /> <br />-- SEE CONI'ECTlON DETALS <br /> <br />SI-ED IS FRAMED WALL ATTACHED TO <br />HOST STRUC~E <br /> <br />~ <br />~ <br />~ / <br />!22 <br />>< <br />UJ <br /> <br />12" X PAN (SEE TABLE) USE W <br />TO SELECT PAN FOR RE~ SPAN <br /> <br />ALl.t.1~l.t.1 POST AND BEAM <br /> <br />----- <br /> <br />SHEA TI-I~G: <br />7/16" O,S.8. OR 1/2" PLYWOOD WITH <br />STUDS 24" ON CENTER OR STRUCTURAL <br />GRADE TH:RMAL PLY WITH STUDS AT <br />16" ON CENTER <br /> <br />2" X 4" PRESSLR: TREATED PLATE WITH <br />3/8" X 4-V2" CONCRETE ANCHORS AT <br />4'- 0" ON CENTER <br /> <br />SEE SlAB DET ALS <br /> <br />W, VARES <br /> <br />FOR FRONT BEAM USE L-W/2+0VERHANG <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO !-EADER CHANf'EL WITH (3) #10 X V2" SM.S, WI WAS/-ER. <br />2.. ANO-IOR PANS TO ROOF BEAMS WITH (3) #10 X V2' S.MS, WI WASHER, <br />3. ANCHOR COLL.t.4N TO CONCRETE FLOOR WITH 2-V4" X 3" CONCRETE ANCHORS, <br />4, ANCHOR COLL.t.4N TO BASE PLATE WITH 1-1/4" S.S, BOLT <br /> <br />Lawrence E. Bennett, P,E. <br />CtVl. ENGI'oEER - DEYELOPA.ENT ccwsu. T ANT <br />P.O. BOX 4368, SOlJ'TH DAYTONA, FL 32121 <br />TEl..EPHQt.E (9().4) 767-. n. <br />FAX (9().4) 767-6666 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />40 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPROOUCED N WHbLE OR N PART WITHOUT l1-E WRTTEN PERP.tSSlON OF LAWRENCE E. BeH:TT, PE. <br />