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<br />SECTION 2 <br /> <br />ATTACHED & 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 />J: <br />L.U <br />..! <br />CD <br />o <br />~ <br />CJ <br />;i:; <br />t- <br />~ <br />>< <br />L.U <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 TH~G: <br />7/16. O.S.B. OR V2. PLYWOOD WITH <br />STUDS 24. ON CENTER OR <br /> <br /> <br />------- <br /> <br />L.U <br />~ <br />o <br />J: 12. x PAN (SEE TABLE) USE W <br />~ TO SELECT PAN FOR REQUIRED SPAN <br />CD <br />o <br />~ <br /> <br />~ f= W, VARES <br /> <br />~ I FOR FRONT BEAM USE L . W I 2.oVERHANG <br /> <br /> <br />SEE CONNECTION DET Au...S <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" OC FOR MASONR; <br />#16d COMMON @ 16" O.C. OR #10 x J <br />,/," FOR WOOD, AND #10 x 2 'I," SMS <br />FOR 1" x 2" ALUMINUM/ #10 x 3 ,/, SMS <br />FOR 2" x 2" ALUMINUM <br /> <br />ALUMINUM POST AND BEAM <br /> <br />------- <br />~ <br /> <br />SHEA TH~G: <br />7/16. O.S.B. OR V2. PLYWOOD WrTH <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 V2. 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 />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 RECOMMEND A TIONS <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 />ClVI. ENGIoEER - DEVEl.~ CONSLLTANT <br />P.O. BOX 4368, SOlJTH DAYTONA, FL 32121 <br />TEI..EPH()f,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 RE?ROOUCEO N WHOlE OR N PART W1THOUT nE WRrTTEN PERMSSlON OF LAWRENCE E. BEHETT, P.E. <br />