00-9131 - Laserfiche WebLink

Browse Search

PAN ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER SEAlMT HEADER (SEE NOTE BELOW) 118 x 91'16" S.M.S. (3) PER PAN AND (1) AT RJSE~ 1#10 x 1.112" S.M.S. (1) PER RAFTER OR TRUSS TAIL ROOF PANEL #10 x 314' S.M.S. AT 12" ON CENTER 118 x 9116" S.M.S. (3) PER PAN AND (I) AT RJSER AlTERNATE CONNECTION: 118 x 1.1/4' SCREWS (3) PER PAN INTO FASCIA niROUGH PAN BOXED END EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL HEADER (SEE NOTE BELOW) 118 x 91'16" S.M.S. (3) PER PAN AND (I) PER RJSER _ FOR MASONRY USE 114' x 1.114' TAP-mN ANCHOR OR EQUAL AT 24" ON CENTER F...." ".~: y-:J: 1#1':, 1.112" S.M.S. ')R '/';ooD SCt?EWS.\T 12' ON CENTER ROOF PANEL #8 x 9116" S.M.S. (3) PER PAN AND (1) PER RJSER EXISTING HOST STRUCTURE; WOOO FRAME. MASONRY OR OniER CONSTRliCTION ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHAll BE ATTACHED TO THE HEADER Wlni (3) EACH #8 x 112" LONG CORROSION RESISTANT SHEET METAl SCREWS WITH 112" WASHERS. AU. SCREW HEADS SHALL BE CAUlKED OR SHAll HAVE NEOPRENE GASKET BElWEEN niE WASHER AND niE PAN. PAN RJBS SHALL RECElYE (1) EACH 118 x 112" SCREW EACH. THE PANS MAY BE ANCHORED niROUGH BOXED PAN Wlni (3) EACH 118 x l' OF THE ABOVE SCREW TYPES ~D mE ABOVE SPECIFIED RJB SCREW. PAN-" +0..::._ I' FASCIA (MINIMUM) BREAK FORMED METAl SAME n-tICKNESS AS PAN (MINIMUM) ANCHOR TO ~ASCIA AND RJB OF PAN N3 SHOWN 118 x 314' SCREWS @ 6" O.C. 118 x 112" SCREWS @ 6" O.C. --- --- --- HEADER (SEE NOTE BELOW) 118 x 9116" S.M.S. @ 8" O.C. ROOF PANEL FOR MASONRY USE 1/4" x 1.1/4" TAPCON ANCHOR OR EQUAL @ 24' O.C. FOR WOOD USE #10 x 1.112" 5.1.4.5. OR WOOO SCREWS@ 12: D.C. EXISTING HOST STRUCi1JRE; WOOO FRAME. MASONRY OR ornER CONSTRUCTION ALTERNATE ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHAll BE ATTACHED TO mE HEADER Wlm (3) EACH 118 x 112" LONG CORROSION RESISTANT SHEET METAl SCREWS Wlni I 12" WASHERS. AU. SCREW HEADS SHAlL BE CAULKED OR SHAll HAVE NEOPRENE GASKET BElWEEN niE WASHER AND niE PAN. PAN RJBS SHAll RECElYE (I) EACH 118 x 112" SCREW EACH. mE PANS MAY BE ANCHORED mROUGH BOXED PAN WITH (3) EACH 118 x I' OF THE ABOVE SCREW TYPES AND niE ABOVE SPECIFIED RJB SCREW. COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #IJ x 9/16" SM3 SPACED AT 8' O.C. BOrn SID€S ROOF PANEL '10 x 1.112" 5.1.4.5. OR WOOO WQ(X) SCREW (1) PER RAFTER OR TRUSS TAIL 110 X 314" S.M.S. OR WOOD SCREW SPACED AT 12" O,C. #IJ x 9116" SMS SPACED AT 6" O.C. BOni SIDES EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE WQ(X) FRAME. MASONRY OR OniER CONSTRUCTION #IJ x 9116' S.M.S. SPACED AT 8' ON CENTER BOni SIDES -:: ~.. FOR MASONRY USE 114" x 1.1/4' T....PCON ANCHOR OR EQUAl,'T 24' ex' eEl'ITER FOR WQ(X) USE #10 x 1.Vl" S.MS. OR WQ(X) SCREWS AT 12" ON CEN",'ER ROOf PANEL #IJ x 9116' S.M.S. SPACED AT 6" ON CENTER Born SIDES ROOF PANEL TO WALL DETAIL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR niE SUB-!' ASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE niE TRUSS BUTTS. SUB-!' ASCIA AND mOSE AREAS SHALl HAVE DOUBLE ANCHORS AlL SCREWS iNTO niE HOST STRUCi1JRE SHAll HAVE MINIMUM 1.1/4' WASHERS OR SHAll BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHAll BE EQUAL TO PANEL O~ PANS Y. niE WAlL nilCKNESS SHAll BE THE mlCKNESS Of n-tE AlUMiNUM PAN OR COMPOSITE PANEL WAlL niICKNESS. HEADERS SHAlL BE ANCHORED TO THE HOST STRUCi1JRE Wlni ANCHORS AP?ROPRlATE FOR n-tE MATERIAl CONNECTED TO. niE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION' 606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOf PANEL FROM niE HOST STRUCTURE. NOTES: ~ ~ ~ I- CI) I- CI) o :x: 10- #IJ x 112" AlL PURPOSE SCREW @12"0.C. BREAKfORM FLA.SHING FASTENING SCREW SHOULD BE A MIN. OF l' BACK FROM mE EDGE OF FLA.SHING 3' COMPOSITE ROOF PANEL SEE SPAN TABLE ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS ,. FlASHING TO BE INSTAlLED A MIN. 6" UNDER niE FIRST ROW OF SHINGLES 2. STANDARD COIL FOR FlASHING IS 16" .019 MIL COIL 3. FIRST ROW OF NAlLS WlU HAVE TO BE REMOVED TO INST AU. FlASHING PROPERLY 4. FlASHING WlU BE INSTAlLED UNDER THE FELT PAPER WHEN POSSIBlE 5. HEADER WIU BE PUTTY TAPED AND CAUlKED EVEN ll-tOUGH FlASHING IS TO BE INST AU.ED 6. IF THE DROP FROM niE EDGE OF niE SHINGLE DOWN TO mE TOP OF niE HEADER IS MORE THAN l' niEN niE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFOR..... TO nilS DROP 7. WHEN USING FlASHING mE SMAllEST SIZE HEADER AVAIlABLE SHOULD BE USED 12" .03 MIL ROlLFORM OR 6" BREAKfORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE Ft.AP LIP OF niE HEADER BACK FROM THE EDGE OF mE FLA.SHING 8. WHEN SEPARATION BETWEEN DRJP EDGE AND PANEL FlASHING IS REQUIRED 112" SEPARATION MINIMUM 9. STRIP SEALb.NT BETWEEN FASCIA AND HEADER PRJOR TO INSTAlLA.TION PAN ROOF ANCHORING DETAILS Sl:.NMT ii= PAN HEADER (BREAK-fORMED OR EXT.) 118 x ~16" S.M.S. (3) PER PAN __ ANO (1) AT PAN RJSER RIDGE CAP HEADERS AND PANELS ON BOll-t SIDES OF BEAM FOR GABlED AP?l.JCATION 118 x 9116" S.M.S. (3) PER P~ AND (1) AT PAN RJ$ER 118 x 9/16" S.M.S. (3) PER PAN AlONG PAN BOTTOM PAN OR COMPo ROOF PANEL AlTERNATE CONNEC1l0N: 118 x 1.1/4' SCREWS (3) PER PAN INTO BEAM THROUGH BOXED ENO OF PAN AND HEADER. ROOF PANEL TO BEAM DETAIL NOTE: WHEN FASTENING PANELS OR PANS TO WQ(X) ?\.ATES SCREWS SHAlL HAVE A MINIMUM EMBEDMENT OF l' ROOF PANa (PER TABLES) SECTION 7 I FOR COMPOSITE ROOFS: I FOR PAN ROOFS: 110 x (I + 112") S.M.S. WITH 1.114' u- (3) EACH #IJ x 112" LONG S.M.S. D:AMETER FENDER WASHERS PER 12" P~EL Q 12" O.C. (LENGTH" PANEL iklCKNESS + 1')@RooF BEARING ~SUPPORT1NG BEAM 8.EMENT (SHOWN) AND 24' O.C. @ (PER TABlES) NON-8EARING ELEMENT (SIDE WAU.S) ROOF PANEL TO BEAM FASTENING DETAIL (1) #IJ x 112" Wlni HEAD S.M.S. TOP OF EACH RJSER BOX HEADER BEAD OF CAUU<lNG AlONG TOP OF BOX HEADER #10 x 1.112" WASHER HEAD S.M.S. mROUGH BOX HEADER 12" D.C. INTO HOST STRUCTURE NOTES: 1. WHEN HOST STRUCTURE IS MASONRY USE 114' x 1.1/4" DRIVE PINS OR 114' x 2.1/4' mUNDERBOL TS 2. FN3TEN mE EXISTING SUB-!'ASCIA TO RAFTER TAILS FIRST Wlni #10 x 3" S.M.S. ROOF PAN /~ / (3) PER ROOF PAN #8 x 318' wi HEAD S.M.S. O.C. INTO BEAM (3) PER ROOF PAN #10 x 1" Wlni SoM.S. THROUGH ROOF PAN AND BOX HEADER O.C. INTO HOST STRUCTURE PAN ROOF AND BOX HEADER FLA.SHING 0.024 OR 28 GA GALV. 'Z'x 'Z'x 0.06" x BEAM DEPTH + 4" ATTACH ANGLE 'A" TO FASCIA Wlni 2-3/8' LAG SCREWS AT EACH ANGLE MIN. 2" x 3" x 0.050" S.M.B. (4) 110 S.M.S. AT EACH ANGLE EACH SIDE ~ @ @ @ A = WIDTH REQUIRED FOR GUTTER B " OVERHANG DIMENSION L-A~ BEAM TO WAlL CONNECTION: (2l2" x 2" x 0.060" EXTERNAl Y MOUNTED ANGLES ATTACHED TO WOOO WAlL Wlni MINIMUM (2) 316" x 2" lJ\G SCREWS PER SIDE OR (2) 114' x 2.1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WAlL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' (AlTERNATE) (1) 1-314' x 1-314' X 1.314' x 1/8" INTERNAl U-CUP ATTACHED TO WQ(X) WAlL WITH MIN. (3) 318' x 2" LAG SCREWS PER SIDE OR (3) 114" x 2.1/4' CONCRETE ANCHORS TO CONCRETE OR IMSONRY WAlL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CONTllEVERED BEAM DEPTH LARGER THAN 3' o o NOTCH ANGlE OPTIONAL o 0 RECENING CHANNEL OVER BEAM ANGlE PROVIDE 0.060" SPACER AT RECEMNG CHANNEL ANCHOR POINTS, (2) #10 x 2-112" S.M.S. AT RAI"'TER TAILS OR 2" ON CENTER MAX. Wlll-t 2" x 6' SUB FASCIA MUST REMAIN FOR ANGLE STRENGTH 2" x 6" SELF MATING BEAM wrTri (4) #10 SHEET METAl SCREWS AT ~CH ANGLE EACH SIDE CANTILEVERED BEAM CONNECTION TO WA/...L AND FASCIA DETAIL ...J' .(. :J ~ U'J::'; 0:: UJZ >C)(j) o en UJi (.)UJ...J OOco -I- U'J ~. <UJ:'- c.. 0:: r-- . ~ ~'ts. U'J (.),- ~.~It5 Ol-UJ c...U'J (j) 0:: <~ (.)~ ~. :J ...Ji .( f- ill ~_ . .. N c.;:) - (I)~ :tf~ u: ;:! Q)f-:$"" c~o~~ C~>:"""i' ~l5~~~ lil:x:,,-- . ~ 5 ~ 8 Waoo" 'ill:x:~ Q)iJj!!!1liLL (.)lJJ(l\..J c:i!:....w Q)i3)(1- ~~~ f" 7A OF 7