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<br />PAGE <br /> <br />SECTION 2 <br /> <br />A TT ACI-ED & FREEST ANDf'.jG COVERS AND UTILITY SHEDS <br /> <br />SEE C<>>N:C11ON DETALS <br /> <br />~ <br />~ <br />j <br />; <br /> <br /> <br />---- <br /> <br />SEE CONEC11ON DETALS <br /> <br />~ <br />j <br />; <br /> <br /> <br />12'" x PAN (SEE TABLE) use W <br />TO SELECT PAN FOR REQURED SPAN <br /> <br />W1 VARES <br /> <br />FOR FRONT BEAM use L-W/2-tOVERHANQ <br /> <br />---- <br /> <br />PAN OR cor.f'08I11: ROOF PNEL <br />SEE SEC110N 7 <br /> <br />TOP PlATE P.T. OR WITH VAPOR <br />BARRER AT ALUMNJM ROOF <br /> <br />2" x ... LlJotER TOP PlATE II ROOF <br /> <br />2" x 2" x 0.044" ALlJt.eIUA OR <br />2" x ... LLMJER #2 SPE. (WO <br /> <br />SJEA n-ttIQ <br />7/18" O.SB. OR 112" PLYWOOD wrrn <br />STUJS 2.." ON CENTER OR STRUCT\J'tAL <br />GRADE nt:RMAL PLY WITH STUJS AT <br />18" ON CENTER <br /> <br />2" x ... PRESSlR: mEA TED PLATE wrrn <br />3/8. x 4-112" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DETALS <br /> <br />SJ-ED IS FRAM:D WALL ATTACH3J TO <br />HOST SmlJC1\IlE <br /> <br />AllHNN POST AN> BEAM <br /> <br />SI-EA~ <br />7/18" O.SB. OR 112" PLYWOOD wrrn <br />STUJS 24" ON CENTER OR STRUCT\J'tAL <br />GRADE nt:RMAL PLY WITH STUJS AT <br />18" ON CENTER <br /> <br />2" x .." PRE~ mEATED PLATE wrrn <br />3/8" x 4-112" CONCRETE ANCHORS AT <br />"'-0" ON CENTER <br />SEE SLAB DETALS <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO t-EADER awN:L WITH (3) #10 x 112" 8.M.B. WI WASI-ER. <br />2. ANCHOR PANS TO ROOF BEAMS wrm (3) #10 x 112" 8.M.S. WI WASI-ER. <br />3. ANCHOR COlJMof TO CONCRETE FLOOR WITH 2-114" x 3" CONCRETE ANCHORS. <br />4. ANCHOR COl.~ TO BASE PLATE wrm 1-114. B.S. BOLT <br /> <br />Lawrence E. Bennett, P.E. <br />avI. ENt1H'ER - lEVR.CFNWT CONSU...TANT <br />P.o. BOX 43ll8, 80UTH DAYTONA. Fl. 82121 <br />1'B..B'HOtE (804) 781-4174 <br />FAX (804) m-888ll <br /> <br />8EAI.. <br /> <br />40 <br /> <br />@ COPYRIQHT 1907 <br />NOT 10 IE FlB'RODUCED If WHOlE on If PART wmtOUT TIE WRT113f PER IS"', OF LAWRENCE E. BEtHTIT, P.E. <br />