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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />- SEE CONNECTION DETAILS <br /> <br />~ <br /> <br />PAN OR COMPOSITE ROOF PANEL <br />SEE SECTION 7 <br /> <br />TOP PLATE P,T. OR WITH VAPOR <br />BARRIER AT ALUMINUM ROOF <br /> <br />~ i <br />~ <br /> <br />~ <br /> <br />2" x 4" LUMBER TOP PLATE @ ROOF <br /> <br />2" x 2" ALUMINUM OR <br />2" x 4" LUMBER #2 SF.F. (MH) <br /> <br />SHEA THNG; <br />7/16" O,S.B. OR V2" PLYWOOD WITH <br />STUDS 24" ON CENTER OR <br /> <br />UJ ' <br />..! <br />CD <br />o <br />~ <br />(? <br />Z <br />f- <br /> <br />~ ' Ii <br />I II <br />I ! <br />i II <br />f----- .---ll <br /> <br /> <br />SEE CONNECTION DETAILS <br /> <br />.----- <br /> <br />------ <br /> <br /> <br />H <br /> <br />UJ <br />~ <br />J: 12" x PAN (SEE TABLE) USE W <br />;:j TO SELECT PAN FOR REQUIRED SPAN <br />CD <br />o <br />~ <br /> <br />~ f W 1 V ARIES <br />CI) I <br />X <br />UJ FOR FRONT BEAM USE L . W / 2+0VERHANG <br /> <br />ATTACH SHED OR ROOM WALL TO <br />HOST STRUCTURE WI 114" x 3 1/4" <br />TAPCONS @ 16" O.C FOR MASONR, <br />#16d COMMON @ 16" O.C. OR #10 x 3 <br />y," FOR WOOD, AND #10 x 2 '/," SMS <br />FOR 1" x 2" ALUMINUMI #10 x 3,/, SMS <br />FOR 2" x 2" ALUMINUM. <br /> <br />ALUMINUM POST AND BEAM <br /> <br />.------ <br />----- <br /> <br />SHEA THNG: <br />7/16" O.S.B. OR V2" PLYWOOD WITH <br />STUDS 24" ON CENTER OR STRUCTURAL <br />GRADE THERMAL PL Y WITH STUDS AT <br />16" ON CENTER <br /> <br />2" x 4" PRESSURE 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 />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S,MS. W/ WASHER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.MS. W/ WASHER. <br />3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS, <br />4, ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT, <br />5. ANCHOR SHEETING AS FOLLOWS; <br />A. PLYWOOD #8d COMMON @ 6" O,C. EDGES AND 12" O.C, FIELD, <br />B. STRUCTURAL GRADE THERMAL PLY PER MANUFACTURER'S RECOMMENDATIONS <br />OR #6 x 1 1/4" DECK SCREWS @ 6" O,C, EDGES AND 12" O,C, FELD AS A MINIMUM. <br /> <br />Lawrence E. Bennett, P.E. <br />aVL ENGI<EER . DEVELOPMENT CONSU. TANT <br />P.O. BOX .388, SOUTH DAYTONA, A. 32121 <br />TElEPHO!IE (90<4) 787..n. <br />FAX (90<4) 787-8558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />50 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT ~ WRITTEN PERIootSSlON OF LAWRENCE E. BEN'oETT, P.E <br />