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<br />,SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />~ <br />~ <br />~ <br />I- <br />!l2 <br />x <br />w <br /> <br /> <br />SEE CON-.ECTION DET ALS <br /> <br />/~- <br /> <br />SEE CONN:CTION DET ALS <br /> <br />------ <br /> <br />----- <br /> <br /> <br />~I <br />~ <br />~ <br />~ <br />!l2 <br />~ <br /> <br />12" x PAN (SEE TABLE) USE W <br />TO SELECT PAN FOR RE~ SPAN <br /> <br />W, VARIES <br /> <br />FOR FRONT BEAM USE L . W I 2+0VERHANG <br /> <br />------ <br />----- <br /> <br />'-..... <br /> <br />PAN OR COMPOSITE ROOF PAtEL <br />SEE SECTION 7 <br /> <br />TOP PLATE P.T. OR WITH VAPOR <br />BARRER AT AllMN..JM ROOF <br /> <br />2" x 4" Ll.I.1BER TOP PlATE . ROOF <br /> <br />2" x 2" ALLt.tNJM OR <br />2" x 4" Ll.I.1BER .2 SPF. (~) <br /> <br />SI-EA n-tt.IG: <br />7116" 0.8.8. OR 112" PI.. YWOOO WITH <br />STlDS 24" ON CENTER OR STRUC11.J:W. <br />GRADE TI-ERMAl PI.. Y WITH STlDS AT <br />16" ON CENTER <br /> <br />2" x 4" PRESSlR: TREATED PlATE WITH <br />3/8" x 4-112" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DET ALS <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 />'I." FOR WOOD, AND #10 x 2 y." SMS <br />FOR 1" x 2" ALUMINUMI #10 x 3 'I. SMS <br />FOR 2" x 2" ALUMINUM. <br /> <br />"-- <br /> <br />AlUMNUM POST AN> BEAM <br /> <br />StEA n-tt.IG: <br />7116" O.SB, OR 112" PI.. YWOOO WITH <br />STlDS 24" ON CENTER OR STRUC11.J:W. <br />GRADE TI-ERMAl PI.. Y WITH STlDS AT <br />16" ON CENTER <br /> <br />2" x 4" PRESSlR: TREATED PlATE WITH <br />3/8" x 4-112" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DET ALS <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO HEADER CHANIEL WITH (3) #10 x 112" SMS. WI WAStER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 112" SMS. WI WAStER. <br />3. ANCHOR COLUMN TO CONCRETE flOOR WITH 2-114" x 3" CONCRETE ANCHORS. <br />4. ANCHOR COL.l.Jt.f\4 TO BASE PlATE WITH 1-114" S.s. BOLT. <br />5. ANCHOR ~ AS FOLLOWS: <br />A. PI.. YWOOD #8d COMMON (j!l 6" O.C. EDGES AN> 12" O.C. FELD. <br />a STRUC11.J:W. GRADE TI-ERMAl PI.. Y PER MANl.F ACTURER'S REeot.HEN)A TIONS <br />OR #6 x 1 114" DECK SCREWS (j!l 6" O.C. EDGES AN> 12" O.C. FELD AS A Mt&U.t <br /> <br />Lawrence E. Bennett, P.E. <br />avL ENt3NEER - DEV8..OAENT CONSU..TANr <br />P.O, BOX 4388, SOUTH DAYTONA, R. 32121 <br />lE1..EPHONE (1104) 787-4n4 <br />FAX (1104) 787-11558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />',---- <br /> <br />50 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOLE OR N PART WfTHOUT TIE WRIT1EN PERtISSION c.= LAWREHCE E BENETT, Pl:. <br />