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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />~ <br /> <br /> <br />- SEE CONNECTION DETAILS <br /> <br />w <br />..! <br />en <br />o <br />~ <br />c.? <br />~ <br />~ I <br />X <br />W <br /> <br />II <br />II <br />Ii <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 />I <br />I <br />II <br />II <br /> <br />2" x 4" LUMBER TOP PLATE @ ROOF <br /> <br />2. x 2" ALUMINUM OR <br />2" x 4" LUMBER #2 SP.F, (MN) <br /> <br />SHEA THNG: <br />7/16" O.S.B. OR V2" PLYWOOD WIT <br />STUDS 24. ON CENTER OR <br /> <br />.----- <br /> <br /> <br />W I <br />~ <br />o <br />J: 12. x PAN (SEE TABLE) USE W <br />~ TO SELECT PAN FOR REQUIRED SPAN <br />en <br />o <br />~ <br /> <br />~ ;" W 1 VARIES <br />en <br />X <br />w FOR FRONT BEAM USE L . W I 2+0VERHANG <br /> <br /> <br />SEE CONNECTION DETAILS <br /> <br />'--- SEE SLAB DET ALS <br /> <br />ATTACH SHED OR ROOM WALL TO <br />HOST STRUCTURE WI 1/4" X J 1/4" <br />TAPCONS @ 16" O,C FOR MASONR, <br />#16d COMMON @ 16" O.C OR #10 X J <br />'j," FOR WOOD. AND #10 X 2 ,/, SMS <br />FOR 1" X 2" AlUMINUMI #10 x J ,/, 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/S. 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 1/2" SM.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-V4. x 3" CONCRETE ANCHORS. <br />4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT. <br />S. ANCHOR SHEETING AS FOLLOWS: <br />A. PLYWOOD #Sd COMMON @ S" 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 @ S" O.C. EDGES AND 12" O.C. FELD AS A MINIMUM <br /> <br />Lawrence E. Bennett, P.E. <br />CtVL ENIJIoEER ' DEVELOPfENT CONSU. T ANT <br />P.O. BOX 4388, 800m DAYTONA, FL 32121 <br />l'ElEPHON: (904) 787'4n4 <br />FAX (904) 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 WrTHOUT nt:: WRITTEN PERt.ISSKlN OF LAWRENa: E. BENErT, P.E. <br />