Laserfiche WebLink
<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 />o <br />I <br />UJ <br />cd <br />CO <br />o <br />~ <br />'-' I <br />.:; <br />fo- <br />sa <br />X <br />UJ <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" Pl YWOOD WITH <br />STUDS <br /> <br />. . . . - - - ,-- <br /> <br />, <br /> <br /> <br /> <br />.. ---...-.....-..-=- <br /> <br />~ <br /> <br />~ SEE SLAB DETALS <br /> <br /> <br />SEE CONNECTION DETAILS <br /> <br />UJ <br />~ <br />o <br />I <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 />'j," FOR WOOD, AND #10 x 2 ,/," SMS <br />FOR 1" x 2" AlUMINUMI #10 x 3 ,/,5MS <br />FOR 2" x 2" ALUMINUM. <br /> <br />12" x PAN (SEE TABLE) USE W <br />TO SELECT PAN FOR REQUIRED SPAN <br /> <br />~ <br />8 <br />~ <br />c,:J , <br />;i:; 1 <br />f0- <br />CI) <br />X <br />UJ <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 />W 1 VARIES <br /> <br />FOR FRONT BEAM USE L . W I 2+0VERHANG <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 112" SMS. 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 RECOMMENDA nONS <br />OR #6 x 1 114" DECK SCREWS @ 6" O.C. EDGES AND 12" O.C. FELD AS A MINIMUM <br /> <br />Lawrence E. Bennett, P.E. <br />CtVL ENGIEER . DEVELOPfENT CONStL T ANT <br />P.O, BOX 4366, 800m DAYTONA, FL 32121 <br />TEl.EPI-lOI-E (9Q.4) 787- 4 n 4 <br />FAX (9Q.4) 767-8558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />50 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT nt:: WRITTEN PEFlMSSION OF LAWRENa: E. BENErT, P.E. <br />