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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />SEE CONNECTION DET ALS <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 ALlt.1NJM ROOF <br /> <br />!i! <br />~ <br /> <br />~ <br /> <br />~ 2" x 4" LUMBER TOP PLATE @ ROOF <br /> <br />2" x 2" ALlJMNJM OR <br />2" x 4" LUMBER #2 SP.F. (Wi) <br /> <br />SHEA THt.1G: <br />7/16" O.S.B. OR 1/2" PI. YWOOD WITH <br />STJ.I)S 24" ON CENTER OR STRUC~ <br />GRADE TlERMAL PI. Y WITH S1\I)8 AT <br />16" ON CENTER <br /> <br />2" x 4" PRESSl.RE TREATED PLATE WITH <br />3/8" x 4-1/2" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DET ALS <br /> <br />w <br />...! <br />m <br />~ <br />o <br />~ <br />rl2 <br />X <br />w <br /> <br /> <br />SEE CONNECTION DET ALS <br /> <br />------ <br /> <br />~ <br />o <br />:I: <br />W <br />"" <br />m <br />o <br />~ <br /> <br />12" x PAN (SEE TABLE) USE W <br />TO SELECT PAN FOR RECURED SPAN <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 />W' FOR WOOD, AND #10 X 2 W' SMS <br />FOR 1" X 2" ALUMINUMI #10 x 3 Y. SMS <br />FOR 2" X 2" ALUMINUM. <br /> <br />ALl.IWIIUM POST AN) BEAM <br /> <br />~ <br />UJ <br />~ <br /> <br />~ <br />------ <br /> <br />SHEA THt.1G: <br />7/16" O.SB. OR 1/2" PI. YWOOD WITH <br />STlDS 24" ON CENTER OR STRUC~ <br />GRADE TlERMAL PI. Y WITH S1\I)8 AT <br />16" ON CENTER <br /> <br />2" X 4" PRESSl.RE TREATED PLATE WITH <br />3/8" X 4-1/2" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DET ALS <br /> <br />W 1 VARIES <br /> <br />FOR FRONT BEAM USE L . W I 2+OVERHANG <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 X 1/2" SMS. WI WASHER. <br />2. ANCHOR PANS TO ROOF BEA~S WITH (3) #10 X 112" SMS. WI WASI-ER. <br />3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-114" X 3" CONCRETE ANCHORS. <br />4. ANCHOR COLUUN TO BASE PLATE WITH 1-114" S.S. BOLT. <br />5. ANCHOR SHEETING AS FOUOWS: <br />A. PI. YWooD #8d COMMON @ 6" O.C. EDGES AN) 12" O.C. FElD. <br />a STRUCTURAL GRADE TI-ERMAL PI. Y PER MANlEACTlRR'S RECOMMENJA TIONS <br />OR #6 X 1114" DECK SCREWS @ 6" O.C. EDGES AN) 12" O.C. FElD AS A W&U.t <br /> <br />Lawrence E. Bennett, P.E. <br />avL ENGN:ER - DEVB..0PfENT CONSU.TANT <br />P.O. BOX 4388, SOUTH DAYTONA, FL 32121 <br />TB..EPHOtE (904) 787-4n4 <br />FAX (904) 787-11558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />50 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOlE OR N PART WI11iOUT TIE WRITTEN PERMSSION OF LAWRENCE E 1lENETT, P.E. <br />