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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />~ <br />o <br />J: i <br />UJ <br />...J <br />en <br />o <br />~ <br />(? <br />.: <br />f- <br />sa <br />X <br />UJ <br /> <br /> <br />- SEE CONNECTION DETAILS <br /> <br />~- <br /> <br />i[ <br />I <br />I <br /> <br />II <br />c~--- ~_-----..u.- <br /> <br />.---- <br /> <br />------- <br /> <br /> <br />SEE CONNECTION DETAILS <br /> <br />UJ <br />~ <br />0 <br />J: <br />;:j <br />ell <br />0 <br />~ <br /> , <br />~ l' <br />f- <br />(/) <br />X <br />UJ <br /> <br />12' x PAN (SEE TABLE) USE W <br />TO SELECT PAN FOR REQUIRED SPAN <br /> <br />WI VARIES <br /> <br />FOR FRONT BEAM USE L . W I 2'OVERHANGJ~. <br /> <br /> <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 />2' x 4' LUMBER TOP PLATE @ ROOF <br /> <br />2' x 2' ALUMINUM OR <br />2' x 4' LUMBER #2 SF.F. (MN.) <br /> <br />SHEA THNG: <br />7/16' O,S.B, OR 112' PL YWOOO WITH <br />STUDS 24' ON CENTER OR <br /> <br /> <br />ATTACH SHED OR ROOM WALL TO <br />HOST STRUCTURE WI 114" x 3 114-- <br />TAPCONS @ 16" O.C FOR MASONR. <br />#16d COMMON @ 16" a_c. OR #10 x 3 <br />'/," FOR WOOD, AND #10 x 2 '/,'. SM5 <br />FOR 1" x 2" ALUMINUMI #10 x 3 ,/,5MS <br />FOR 2" x 2" ALUMINUM. <br /> <br />ALUMINUM POST AND BEAM <br /> <br />SHEA THNG: <br />7/16' O.S,B, OR 112' PLYWOOD WITH <br />STUDS 24' ON CENTER OR STRUCTURAL <br />GRADE THERMAL PLY WITH STUDS AT <br />16' ON CENTER <br /> <br />2' x 4' PRESSURE TREATED PLATE WJTI-i <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 />1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 112' S.M.S, WI WASHER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2' SMS. 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 1-114' 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 />CtVL EJoIGIoEER - DEVELOPM!:NT CONSU. TANT <br />P.O_ BOX 4368, SOlIlli DAYTONA, FL 32121 <br />TEI..EPt--iOt'E (904) 767- 4 n 4 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />50 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOlE OA N PART WrTl-iOUT TH:: WRITTEN PERMSSlON OF LAWRENCE E 8EHETT, P.E. <br />