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<br />PAOE <br /> <br />SECTION 2 <br /> <br />A IT ACI-ED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />~ <br />j <br />I <br /> <br /> <br />SEE CONECTION DETALS <br /> <br />---- <br /> <br />SEE CONEC11ON DETALS <br /> <br />~ <br />i <br />I <br /> <br /> <br />12'" x PAN (SEE TABlE) USE W <br />TO SEl.ECT PAN FOR REQtJRED SPAN <br /> <br />W1 VAlES <br /> <br />FOR FRONT BEAM USE L-W/2+0VEJI-IANG <br /> <br />---- <br /> <br />PAN OR COY'OSITE ROOF PNEL <br />SEE seCTION 7 <br /> <br />TOP PlATE P.T. OR WfTH VAPOR <br />BARER AT ALI.M<<JM ROOF <br /> <br />2" x 4" L~ TOP PlATE @l ROOF <br /> <br />2" x 2" x 0.044" ALlJMHN OR <br />2" x 4" LlMER *2 SP.F. (MN.) <br /> <br />stEA 1HNJ: <br />7/18" O.SB. OR 112" Pl YWOOO WfTH <br />STlDS 24" ON CENTER OR STRUCTmAL <br />GRADE TlERMAL PlY WfTH STlDS AT <br />18" ON CENTER <br /> <br />:t' x 4" PRESSUE 1H:ATED PlATE WI11-I <br />3/8. x 4-1I:t' CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DETALS <br /> <br />SJI3) IS FRAMED WAU.. ATTAa-ED TO <br />HOST smucn.n: <br /> <br />AU...... POST AN> BEAM <br /> <br />SJf:A1HNJ: <br />7118" O.SB. OR 112" Pl YWOOO WfTH <br />STlDS 24" ON CENTER OR STRUCTmAL <br />GRADE TlERMAL PlY WfTH STlDS AT <br />18" ON CENTER <br />2" x 4" PRESSUE TREATED PlATE WI11-I <br />3/8" x 4-1I:t' CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DETALS <br /> <br />UTLITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO ~ CHNN:I.. WfTH (3) *10 x 1I:t' s.Ms. WI WASISt <br />2. ANCHOR PANS TO ROOF BEAMS WfTH (3) flU x 112" s.MS. WI WAStER. <br />a ANCHOR COI...LM'I TO CONCRETE A.OOR WfTH 2-114" x 3" CONCRETE ANCHORS. <br />4. ANCHOR COI...LM'I TO BASE PlATE WfTH 1-114" s.s. BOLT <br /> <br />Lawrence E. Bennett, P.E. <br />avl. B<<JII&R - ~ CONSILTANT <br />P.D. BOX 4388, 80UTH DAYTONA, F1. at1t1 <br />1B..EPHOtE (104) 71JT-4774 <br />FAX (104) 71JT-1NlJ <br /> <br />SEAL <br /> <br />40 <br /> <br />@ COPYRIOHT 1007 <br />NOT TO IE flS'ROIlUCS) N WHOlE OR N PART wrmour lIE wmTEN PEHl!IllION OF LAWJB<<:E E 1lENETT, P.E <br />