Laserfiche WebLink
<br />ALTERNATE CONNECTION: <br />(3) #3 SCREWS PER PAN <br />M1rl I' MINIMUM <br />EMBEDMENT iNTO FASCIA <br />1rlROUGH PAN BOXED END <br /> <br />1#10)( 1-112" S.M.S. (1) PER <br />RAfTER OR TRUSS TAIl. <br />1#10)( 314' 5.1.4.5. @ 12" O.C. <br /> <br />FOR MASONRY USE <br />114')( 1-1/4' TAP-CON ANCHOR <br />OR EOUAl @ 24' O.C. FOR <br />WOOD USE 1#10)( 1.112" S.M.S. <br />OR WOOD SCREWS @ 2' O.C. <br /> <br />EXISTING HOST STRUCTtJRE: <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br /> <br />EXlST1NG TRUSS OR RAFTER <br />SEALANT <br />#8)( 112" S.M.S. (3) PER PAN <br />(BOTTOM) AND (1) @ RISER <br />(TOP) <br />HEADER (SEE NOTE BELOW) <br />ROOF PANEL <br /> <br />#8)( 112" 5.1.4.5. (3) PER PAN <br />(BOTTOM) AND (1) @ RISER <br />(TOP) <br />EXISTING FASCIA <br /> <br />SEALANT <br />#3)( 112" S.M.S. (3) PER PAN <br />(BOTTOM) AND (1) @ RISER <br />(TOP) <br />HEADER (SEE NOTE BELOW) <br />ROOF PANEL <br /> <br />#3 x 112" S.M.S. (3) PER PAN <br />(BOTTOM) AND (') @ RISER <br />(TOP) <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOTES: ROOF PANELS SHAll BE ATTACI-lED TO THE HEADER WITH (3) EACH #3 x 112" LONG <br />CORROSION RESISTANT SHEET METAl SCREWS WI1rl112" WASHERS. AU. SCREW <br />HEADS SHALL BE CAULKED OR SHAlL HAVE NEOPRENE GASKET BETWEEN THE <br />WASHER AND THE PAN. PAN RIBS SHAlL RECENE (1) EACH #8 x 112" SCREW EACH. THE <br />PANS MAY BE ANCHORED lrlROUGH BOXED PAN W11r1(3) EACH #8 x 1" OF lrlE ABOVE <br />SCREW tYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8)( 9116" TEl< SCREWS ARE <br />ALLOWED AS A suasnTvTE FOR #3 x 112' S.M.S. <br /> <br />#10 x 1-112" S. M. S. OR WOOD <br />WOOD SCREW (1) PER <br />RAFTER OR TRUSS TAIL <br /> <br />#10 X 314" S. M. S. OR WOOD <br />SCREW SPACED@ 12" O. C. <br /> <br />FOR MASONRY USE <br />114')( 1-1/4" TAPCON ANCHOR <br />OR EOUAL @ 24' O.C. FOR <br />WOOD USE #10 x 1.112" 5.1'.4.5. <br />OR WOOD SCREWS <br />@12"0.C. <br /> <br />EXISTING HOST STRUCTtJRE <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />COMPOSITE ROOF ANCHORING DETAILS <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br /> <br />EXISTiNG TRUSS OR RAFTER <br /> <br />#8 x 112" S.M.S. SPACED <br />@ 8' O.C. B01rl SIDES <br /> <br />ROOF PANEL <br /> <br />#8)( 1'2' S.M.S. SPACED <br />@ 8' O.C. B01rl SIDES <br />EXISTiNG FASCIA <br /> <br />#8 x 112' S.M.S. SPACED <br />@ 8' O.C. B01rl SIDES <br />ROOF PANEL <br /> <br />#8 x 1.12' S.M.S. SPACED <br />@ 8" O.C. B01rl SIDES <br /> <br />ROOF PANEL TO WALL DETAlL <br /> <br />NOTES: WOOD STRUCTtJRES SHOULD CONNECT TO TRUSS BUTTS OR THE SUa-fASCIA <br />FRAMING W11ERE POSSIBLE ONLY' 5% OF SCREWS CAN BE OUTSIDE THE TRUSS <br />BUTTS. SUa-fASClA AND THOSE AREAS SHAlL HAVE DOUBLE ANCHORS. ALL SCREWS <br />INTO THE HOST STRUCTtJRE SHAlL HAVE MINIMUM 1-1/4' WASHERS OR SHAlL BE <br />WASHER HEADED SCREWS. <br /> <br />HEADER INSIDE DIMENSION SHALL BE EOUAl TO PANEL OR PANS '1". THE WALL <br />THICKNESS SHALL BE THE THICKNESS OF THE ALUMiNUM PAN OR COMPOSITE PANEL <br />WALL THICKNESS. HEADERS SHAlL BE ANCHORED TO THE HOST STRUCTlJRE WI1rl <br />ANCHORS APPROPRIATE FOR 111E 'AA TERIAL CONNECTED TO. 111E ANCHORS DETAilED <br />ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR sac SECTION 1606 FOR A <br />MAXiMUM POSSIBLE SPAN OF 111E ROOF PANEL FROM THE HOST STRUCl1JRE, <br /> <br /> <br />EXISTING HOST STRUCTlJRE: <br />WOOD FRAME. MASONRY OR <br />01rlER CONSTRUCTION <br /> <br />ALTERNATE ROOF PANEL TO WALL DETAIL <br /> <br />,'FASCIA (MINIMUM) <br /> <br />BREAK FORMED METAl SAME <br />THICKNESS AS PAN <br />(MINIMUM) ANCHOR TO <br />FASCIA AND RIZER OF PAN AS <br />SHOWN <br />#8 )( 314' SCRE\VS @ 6" O.C. <br />#8)( 112' SCREWS @6' O.C. <br /> <br />ROOF PANEL <br /> <br />HEADER (SEE NOTE BELOW) <br /> <br />#8)( 9/16' S.M.S. @8'O.C. <br /> <br />FOR 'AASONRY USE <br />1/4')( 1-114" TAPCON ANCHOR <br />OR EOUAl @24' O.C. <br />FOR WOOD USE #10)( 1,112' <br />S.M.S. OR WOOD SCRE\"IS <br />@ 12' O.C. <br /> <br />NOTES: ROOF PANELS Sl".ALlBE ATTACHED TO 111E HEADER WI (3) EACH #8 x 112' LONG <br />CORROSION RESISTANT S.M.S. WI 112" WASHERS. ALL SCREW HEADS SHALL BE <br />CAUlKED OR SHAll HAVE NEOPRENE GASKET BenvEEN 111E WASHER AND 111E PAN. <br />PAN RIBS SHAlL RECEN!: (1) EACH #8)( 112" SCREW EACH. 111E PANS MAY BE <br />ANCHORED 111ROUGH BOXED PAN WI (3) EACH #8.1" OF THE ABOVE SCREW tYPES <br />AND 111E ABOVE SPECIFIED RIB SCREW. <br /> <br />(/') <br />0-1 <br />UJ<( <br />::c:J <br />(/')z <br />>6<( <br />(/')::2 (/') <br />(j) -I <br />O::UJz~ <br />~0::01- <br />O::;)-UJ <br />UI-!::O <br />UOr-- <br />O:JUJZ <br />F=O::OO <br /><(1-0_ <br />il.(/)Ol- <br />::2NU <br />(/)..., UJ <br />1-...... (/) <br />o::~ <br />0::2 <br />il.:J <br />0::-1 <br /><(<( <br />U <br /> <br />,f- <br />W ~_ <br />. '"" N <br />,., -,- <br />u.:::l N <br />Vl'" <br />~- ~ ri ~ <br />Q) U . r:: <br />.-f-~1'", <br />....~O"""' <br />CCU!;:'D", <br />Q)~<~;f <br />ll)oa~~ <br />-':J:_~ <br />,~f-UJ;t <br />W :Jza> <br />~OO- <br />Q)'~a:~ <br />" Q:: '.0 :.u '.... <br />,-,1.U~-, <br />C'.U"'UJ <br />Q)?:~f- <br />'- ~ i!) <br />3 '.U 0 <br />C1Jsa: <br />.-JG <br /> <br /> <br />OF <br /> <br />8 <br />