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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 />~ <br />:I: <br />UJ <br />..I <br />CO <br />o <br />~ <br />CJ I <br />;i:; <br />I- <br />\!l <br />x <br />UJ <br /> <br />~ 2' x 4" LUMBER TOP PLATE @ ROOF <br /> <br /> <br />-- SEE CONNECTION DETAILS <br /> <br /> <br />2' x 2" ALUMINUM OR <br />2" x 4" LUMBER #2 SPF. (MN) <br /> <br />SHEA THNG: <br />7/16" O.S.B. OR V2" PLYWOOD WITH <br />STUDS 24" ON CENTER OR <br /> <br />i <br />r-- <br /> <br />UJ <br />~ <br />o <br />:I: 12' x PAN (SEE TABLE) USE W <br />~ TO SELECT PAN FOR REQUIRED SPAN <br />CO <br />o <br />~ <br /> <br />~ I" W 1 VARIES <br />(/) <br />X <br />UJ FOR FRONT BEAM USE L . W I 2+0VERHANG <br /> <br />ATTACH SHED OR ROOM WALL TO <br />HOST STRUCTURE WI 114" x 3 114" <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' 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 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. 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 #ad 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 />ClVL ENGIEER . DEVELOPIENT CONSU.. TANT <br />P.O BOX 4368, SOllll-t DAYTONA. Fl. 32121 <br />~ (904) 767-4n4 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />50 <br /> <br />@ COPYRIGHT 1996 <br />NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT Tl-E WRITTEN PERMSSlON Of' LAWRENCE E. Be#ETT, P.E. <br />