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PAN ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER SEAUlNT HEADER (SEE NOTE BELOW) #8)( 9116" S.M.S. (3) PER PAN AND (') AT RISER #10)( ','12" S.M.S. (') PER RAFTER OR TRUSS TAlL ROOf PANEL #10)( 314" S.M.S. AT '2" ON CENTER #8)( 9116" S.M.S. (3) PER PAN AND (1) AT RISER ALTERNATE CONNECTlON: #8)( ',1/4" SCREWS (3) PER PAN INTO FASCIA THROUGH PAN 60XED END EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL HEADER (SEE NOTE BELOW) #8)( 91'6" S.M.S. (3) PER PAN AND (' ) PER RISER FOR MASONRY USE '/4")( '-\14' TAP-<XlN A.NCHOR OR EQUAL AT 24' ON CENTER FI..:, ,,_~: w';!: #1': '( ',112" S.M.S. 'JR ...;000 SC2EWS ~T,2' ON CENTER ROOF PANEL #8)( 9116" S.M.S. (3) PER PAN AND (') PER RISER EXISTING HOST STRUCTURE: 1'1000 F~E, MASONRY OR OTHER CONSTRUCTlON ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8)( 112" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS. ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RlSS SHALL RECEIVE (1) EACH #8)( 112" SCREW EACH, THE PANS MAY BE ANCHORED THROUGH 60XED PAN WITH (3) EACH #8)( " OF THE ABOVE SCREW lYPES '-ND THE ABOVE SPECIFIED RIB SCREW. ~ '~R ____-- \~ \ I' FASCIA (MINIMUM) BREAK FORMED METAL SAME THICKNESS AS PAN (MINIMUM) ANCHOR TO ~ASCIA AND Ria Of PAN AS SHOWN #8)( 314" SCREWS @ 6" O.C. #8)( 112" SCREWS@6" O.G. --- --- HEADER (SEE NOTE BELOW) #8)( 9116" S.M.S. @8"0.C. ROOf PANEL FOR MASONRY USE 1/4")( '-\14' TAPCON ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10)( 1.112" S.M.S. OR 1'1000 SCREWS @ 12: O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTlON ALTERNATE ROOF PANEL TO WALL DETAJL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x '12" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH'12" WASHERS, ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RlSS SHAU. RECEIVE (') EACH #8 x 112" SCREW EACH. niE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8)(" OF THE ABOVE SCREW TYPES AND niE ABOVE SPECIFIED RIB SC~. COMPOSITE ROOF ANCHORING DETAILS EXlSTlNG TRUSS OR R.AFrER #8 x 9/16" SMS SPACED AT 8" O.C. 60TH SIDES ROOf PANa #10)( 1,112" S.M.S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS T NL #10 X 314' S.M.S. OR WOOD SCREW SPACED AT '2" D.C. ~ #8x9l16"SMSSPACEOAT 8" O.C. BOni SIDES EXlSTlNG FASCIA ROOF PANEL TO FASCIA DETAIL EXlSTlNG HOST STRUCTlJRE WOOD FRAME. MASONRY OR OTHER CONSTRUCTION #8 x 9116" S.M.S. SPACED AT 8" ON CENTER 60TH SIDES t~" ~~ FOR MASONRY liSE 114')( 1.1/4' T/\PCON ANCHOR OR EQUAl ,\T 24' 01" CENTER FOR WOOD USE #'0 x 1-112" S.M. S. OR 1'1000 SCREWS AT , 2" ON CEN"IER i ~"; ".- .... ii~'f ~;~ t ............. ~ ROOF PANa #8 x 9116" S.M.S. SPACED AT 8" ON CENTER 60TH SIDES ROOF PANEL TO WALL DETAIL NOTES: 1'1000 STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-fASCIA FRAMING WHERE POSSIBLE ONLY' 5% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-fASCIA AND niOSE AREAS SHALL HAVE DOUBlE ANCHORS. AlL SCREWS iNTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1,1/4' WASHERS OR SHAU. BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL 10 PANa OR PANS "1". niE WAlL THICKNESS SHALL BE THE nilCKNESS Of THE AlUMINUM PAN OR COMPOSITE PANEL WALL niICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MArERlAl CONNECTED TO. THE ANCHORS DETNLED ABOVE ARE BASED ON A LOAD FROIA 120 ~".P.H. FOR sac SECTlON 1606 FOR A MAXIMUM POSSI8LE SPN-l OF THE ROOF PANa FROM THE HOST STRUCTURE. ~ ~ ~ a: fo- <Il f0- B J: ,0- #8 x 112" AlL PURPOSE SCREW @'2"O.C. BREAKFORM FlASHING FASTENING SCREW SHOULD BE A MIN. Of " BACK FROM niE EDGE OF FlASHING 3" COMPOSITE ROOF PANEL SEE SPAN TABlE ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS 1. FLASHING TO BE INSTAllED A MIN. 6" UNDER THE FIRST ROW OF SHINGLES 2. STANDARD COIL FOR FlASHING IS 16" .019 MIL COIL 3. FIRST ROW OF NAILS WlU HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY 4. FLASHING WlU BE INSTAllED UNDER THE FELT PAPER WHE.1Ij POSSIBlE 5, HEADER WIU BE PUTTY' TAPED AND CAUlKED EVEN THOUGH FlASHING IS TO BE INSTAllED 6. If niE DROP FROM niE EDGE OF niE SHINGlE DO'NN TO THE TOP Of THE HEADER IS MORE THAN 1"niEN mE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO nilS DROP 7. WHEN USING FLASHING niE SMALLEST SIZE HEADER AVNlABLE SHOULD BE USED 12" .03 MIL ROlLFORM OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE FlAP UP Of niE HEADER BACK FROM THE EDGE OF THE FLASHING 6. WHEN SEPARATlON 8ETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED 112" SEPARATION MINIMUM 9. STRIP SEAl.ANT B8'NEEN FASCIA AND HEADER PRIOR TO INST ALLA TlON PAN ROOF ANCHORING DETAILS SEAlMT ;z=- PAN HEADER (BREAI<~ORMEO OR EXT.) #8 x ~'6" S.M.S, (3) PER PAN _ AND (1} AT PAN RISER RIDGE eN' HEADERS AND PANas ON 60TH SlOES OF BEAM FOR GABLED APPllCA TlON #8 x 9/16" S.M.S. (3) PER P~ AND (1) AT PAN RISER #8 x 9/16" S.M.S. (3) PER PAN AlONG PAN 6OTTOM PAN OR COMP. ROOF PANEL ALTERNATE CONNEcnON: #8 x 1.1/4" SCREWS (3) PER PAN INTO BEAM THROUGH 60XED END Of PAN AND HEADER. ROOF PANEL TO BEAM DETAIL NOTE: WHEN FASTENING PANELS OR PANS TO WOOD ?\.ATES SCREWS SHAlL HAVE A MINIMUM EMBEDMENT Of '" ROOf PANEL (PER TABLES) SECTlON 7 I FOR COMPOSITE ROOFS: I FOR PAN ROOFS: #10)( (t + '12") S.M.S. W1TH 1.114" lJ-- (3) EACH #8 x '12" LONG S.M.S. D:AMETER FENDER WASHERS PER 12' Pf\NEL 0'2" O.C. (lEIIIGni '" PANa fHlCKNESS + 1') @ ROOf BEARING . SUPPORTING BEAM ELEMENT (SHOWN) AND 24' O.C. @ (PER TABlES) NO/HlEARING ELEMENT (SIDE WAllS) ROOF PANEL TO BEAM FASTENING DETAIL (')#8)( 112" WIDi HEAD S.M.S. TOP Of EACH RISER #10 x 1,112" WASHER HEAD S.M.S. THROUGH 60X HEADER'2" O.C. INTO HOST STRUCTURE NOTES: 1. WHEN HOST STRUCTtJRE IS MASONRY USE 1/4' x 1.1/4" DRIVE PINS OR 1~'x~'~"THUNDERBOlTS 2, FASTEN THE EXlSTlNG SUB-FASCIA TO RAFTER TAllS FIRST WITH #10 x 3" S,M.S. /~ / 60X HEADER BEAD OF CAUU<JNG AlONG TOP OF 60X HEADER ROOF PAN (3) PER ROOF P N-l #8 x 3/8" wi HEAD S.M.S. O.C. MO BEAM (3) PER ROOF PA.N #10)( 1" WITH S.M.S. THROUGH ROOF PAN AND BOX HEADER O.C. INTO HOST STRUCTURE PAN ROOF AND BOX HEADER FlASHING 0.024 OR 26 GA. GALV. 2"x 2"x 0.06" x BEAM DEPTH + 4" ATTACH ANGLE 'A' TO Ff>SaA WlT'rl2-318" LAG SCREWS AT EACH ANGLE MIN. 2")( 3" x 0.050" S.M.8. (4) #10 S.M.S, AT EACH ANGLE EACH SIDE A '" WIDTH REQUIRED FOR GUTTER B = OVERHANG DIMENSION BEAM TO WAlL CONNEcnON: L A ----J (2) 2" x 2")( 0.060" EXTERNAl Y MOUNTED ANGLES ATTACHED TO WOOD WAlL WIDi MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) '/4' x 2,'14" CONCRETE ANCHORS TO CONCRETE OR MASONRY 1'1 AU ADO (1) ANCHOR PER SIDE FOR EACH INCH Of BEAM DEPTH lAAGER THAN 3" (AlTERNATE) (') 1,314')( 1-314" x 1.314")( 118' INTERNAllJ..CUP ATTACHED TO WOOD WALL WITH MIN. (3) 3/8" x 2" LAG SCREWS PER SIDE OR (3) 1/4' x 2.1/4' CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTI LEVERED BEAM DEPTH lARGER THAN 3" o o NOTCH ANGlE OPTlONAl o 0 RECENING CHANNEL OVER BEAM A!'iGlE PROVIDE 0.060" SPACER AT RECEMNG CHANNEL ANCHOR POINTS. (2) #10)( 2,112" S.M.S. AT RAF1tR T NLS OR 2" ON CENTER MAX. WIDi 2" )( 6" SUB FASCIA MUST REMAIN FOR ANGLE STRENGTH 2" x 6" SELF MATlNG BEAM W1TH (4) #10 SHEET METAL SCREWS AT ~ ANGlE EACH SIDE CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL ..J -< :> Z -< (/)~ 11: LUZ >(.!) oCi5(/) () UJ ~. OOa) ~~~ .....11:1'- c..:>Z ad(/) G Q I- :>'1- 11: 11:1(.) Ol-UJ c..(/)(/) ~~ ()~ ~ :> ..J -< t- uj ~- '... CO< a.::l - <I)~ ~- ~ rt r! Cl)t-$~ C~o"'i C~ CD Cl)~~~~ CO~J:~~ uj~a~~ , <Il J: ~ 8~~~u. c:(-'w Cl)i3~t- '- :(~al ~~ 1 7A OF 7