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<br />SECTION 2 <br /> <br />A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />~ <br />~ <br /> <br /> <br />- SEE CONNECTION DETAILS <br /> <br />~- <br /> <br />PAN OR COMPOSITE ROOF PANEL <br />SEE SECTION 7 <br /> <br />TOP PLATE PoT. OR WITH VAPOR <br />BARRIER AT ALUMINUM ROOF <br /> <br /> <br />SEE CONNECTION DETAILS <br /> <br /> <br />2' x 4' LUMBER TOP PLATE @ ROOF <br /> <br />2' x 2' ALUMINUM OR <br />2' x 4' LUMBER #2 SP,F. (Mti) <br /> <br />SHEA THNG: <br />7/16' O.S.B. OR V2' PL YWOOO WITH <br />STUDS 24' ON CENTER OR <br /> <br />LJ.J <br />oJ <br />al <br />o <br />~ <br />Cl <br />;ii: <br />f- <br />22 <br />x <br />LJ.J <br /> <br />I <br />: II <br />~_--1l <br /> <br />I <br />I <br />,I II <br /> <br />IlL <br /> <br />.----- <br /> <br />LJ.J <br />~ <br />o <br />r 12' x PAN (SEE TABLE) USE W <br />~ , TO SELECT PAN FOR REQUIRED SPAN <br />al <br />o <br />~ <br /> <br />~ J;' W 1 V ARIES <br />C/) <br />~ FOR FRONT BEAM USE L . W / 2+0VERHANG <br /> <br />ATTACH SHED OR ROOM WALL TO <br />HOST STRUCTURE WI 1/4" x 3 1/4" <br />TAPCONS @ 16" OC FOR MASONR; <br />#16d COMMON @ 16" O.C. OR #10 x 3 <br />'/," 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' PL YWOOO 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'- O' ON CENTER <br />SEE SLAB DET ALS <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.MS. WI WASHER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" SM.S. WI 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 />OVL ENGIEER - DEVELOPMENT CONSI.LTANT <br />P.O_ BOX .366, SOUTH DAYTONA. Fl 32121 <br />TELB>HClI'E (ll().o4) 787-.n. <br />FAX (ll().o4) 787-8556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />50 <br /> <br />@ COPYRIGHT 1996 <br />NOT TO BE REPRODUCED N WHOlE OA N PART WITHOUT TH: WRITTEN PERMSSlON OF LAWRENCl: E. BaH:TT, PE <br />