Laserfiche WebLink
<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />SEE COMECTION DET ALS <br /> <br />~ <br />~ <br />~ <br />22 <br />x <br />L1J <br /> <br />PAN OR CO~OSITE ROOF PANEL <br />SEE SECTION 7 <br /> <br />TOP PLATE P.T. OR WITH VAPOR <br />BARRER AT ALUMNllM ROOF <br /> <br />2" x 4. LUt.eER TOP PLATE @ ROOF <br /> <br />-------- <br /> <br />2" x 2. x 0.044. ALUMNUM OR <br />2" x 4. LlNBER #2 SPF. (~.) <br /> <br />SI-EAlliNG: <br />7/16. O.S.8. OR 1/2' PLYWOOD WITH <br />STUDS 24. ON CENTER OR STRUCTURAL <br />GRADE TI-ERMAL PLY WIlli STUDS AT <br />16' ON CENTER <br /> <br />2" x 4' PRESSURE 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 />L. <br /> <br /> <br />SEE COMECTION DET ALS <br /> <br />~ <br />~ <br />~ { <br />sa <br />X <br />L1J <br /> <br />SI-ED IS FRAMED WALL ATTACHED TO <br />HOST STRUC~E <br /> <br />12" x PAN (SEE TABLE) USE W <br />TO SB..ECT PAN FOR RE~ED SPAN <br /> <br />ALLt.4NLt.4 POST AND BEAM <br /> <br />-------- <br /> <br />SI-EAlliNG: <br />7/16. O.S.8. OR 1/2. PLYWOOD WITH <br />STUDS 24' ON CENTER OR STRUCTURAL <br />GRADE Tl-ERMAL PL Y WITH S1U)S AT <br />16' ON CENTER <br /> <br />2. x 4. PRESSU:U: TREATED PLATE WITH <br />3/8. x 4- V2. CONCRETE ANCHORS AT <br />4'-0. ON CENTER <br />SEE SLAB DET ALS <br /> <br />W1 VAAES <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 CHANte. WITH (3) #10 x 1/2" S.M.S. WI WASI-ER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x V2' SMS. WI WASHER. <br />3. ANCHOR COLLt.4N TO CONCRETE FLOOR WITH 2-1/4" x 3' CONCRETE ANCHORS. <br />4. ANCHOR COLLt.4N TO BASE PLATE WITH 1-1/4. S.S. BOLT <br /> <br />Lawrence E. Bennett, P.E. <br />CIVl. ENGIoEER - DEVElOPfENT COHSU. T ANT" <br />P.O. BOX 4368, SOOTH DAYTONA, Fl 32121 <br />TEL..EPHOroE (9Q04) 767-4774 <br />FAX (9Q04) 767-8666 <br /> <br />SEAL <br /> <br />PAaE <br /> <br />40 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REJ'RODUCED N WHOLE OR N PART WITHOUT 1l-E WRITTEN PEFMSSlON OF LAWRENCE E. BE/IotETT, P.E. <br />