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PAN ROOF ANCHORING DETAILS EXiSTING TRUSS OR RAFTER SEALANT HEADER (SEE NOTE BELO\~1 #8 x 9/16' S.M.S. (3) PER PAN AND (1) AT RISER #10 X 1.112" S.M.S. (1l PER RAFTER OR TRUSS TAIL ROOF PANEL #10 X 3/4' S.M.S. AT 12" ON CENTER #8 X 9/16' S.M.S. (3) PER PAN AND (1) AT RISER ALTERNATE CONNECTION: #8 X 1-114' SCREWS (3) PER PAN INTO FASCIA THROUGH PAN BOXED END EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL HEADER (SEE NOTE BELOW) #8 X 9/16" S.M.S. (3) PER PAN AND (1) PER RISER FOR MASONRY USE 1/4' X 1.1/4' TAP-CON ANCHOR OR EQUAL AT 24' ON CENTER FOR VVOOD USE #10 X 1.1/2' S.M.:>. OR \"OOD SCREW" AT 12" ON CENTER ROOF PANEL #8 X 9116' S.M.S. (3) PER PAN AND (1) PER RISER EXISTING HOST STRUCTURE: WOOD FRAME. MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WlTH (3) EACH #8 X 112' LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1l EACH #8 X 112" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WiTH (3) EACH #8 X l' OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. ~,-~ij- --- \\~ \\ \ \ \ \ \ \ l' FASCIA (MINIMUM) BREAK FORMED METAL SAME THICKNESS AS PAN (MINIMUM) ANCHOR TO "ASCIAANO RIB OF PAN AS SHOWN #<l x 3/4' SCREWS @ 6' OC. --- I #8 X 112" SCREWS @ 6' O.C. ---1 -=:J I HEADER (SEE NOTE BELOW) #8 x 9/16' S.M.S. @ 8' O.C. ROOF PANEL FOR MASONRY USE 1/4' X 1.114' TAPCON ANCHOR OR EQUAL @ 24' OC. FOR 1'.'000 USE #10 x 1.112' S.M,S. OR 1'.'000 SCREWS @ 12: O,C. EXISTING HOST STRUCTURE: 1'.'000 FRAME. MASONRY OR OTHER CONSTRUCTION ALTERNATE ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO THEtiEADER WlTH (3) EACH #8 X 112' LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 X 112" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x l' OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. COMPOSITE ROOF ANCHORING DETAILS EXJSTING TRUSS OR RAFTER #8 X 9/16' SMS SPACED AT 8' O.C. BOTH SIDES ROOF PANEL #10 X 1-1/2' S.M.S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL #10 X 3/4' S.M.S. OR WOOD SCREW SPACED AT 12" O.C. #8 X 9/16' SMS SPACED AT 8' O,C. BOTH SIDES EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL ~/;- . ...---~ ,j!:t -- ~ fu ",0 "- ~ ~ EXISTING HOST STRUCTURE WOOD FRAME. MASONRY OR OTHER CONSTRUCTION #8 X 9/16' S.M.S. SPACED AT 8' ON CENTER BOTH SIDES FOR W.sONRY l.;~E 1/4' x 1-11<' TAPCON .'NCHOR OR EQUAL AT ~4" uN CENTER FOR WOOD USE #10 X 1.112" S.M.S. OR WOOD SCREWS AT 12" ON CENTER ROOF PANEL #8 X 9/16' S.M,S. SPACED AT 8' ON CENTER BOTH SIDES NOTES: ROOF PANEL TO WALL DETAIL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CA"l BE OUTSIDE THE TRUSS BUTTS, SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1.114' WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DiMENSION SHALL BE EQUAL TD PANEL OR PANS.,.. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PA"I OR COMPOSITE PANEL WALL THICKNESS, HEADERS SHALL BE A"I010RED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR Tl-E MATERlAl CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. w t! ;;) f- U ;;) t! f- en f- en o :I: I A, , 10' 'j #8 X 112' ALL PURPOSE SCREW @'2'0.C, BREAKFORM FlASHING '\ : \ I \ I ~"IJ~~l / ! / / ~ / / 3' COMPOSITE ROOF PANEL SEE SPAN TABLE FASTENING SCREW SHOULD BE A MIN, OF l' BACK FROM THE EDGE OF FLASHI'IG 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 '5' .019 MIL. COIL 3. FIRST ROW OF NAILS WlLL HAVE TO BE REMOVED TO INST ALL FLASHING PROPERLY 4. FLASHING WilL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE 5. HEADER WILL BE PUnY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO BE INSTALLED 6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE THAN l' THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP 7. WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED 12' .03 MIL. ROLLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE FLAP LIP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING 8. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FlASHING IS REQUIRED 1/2' SEPARATION MI...:MUM 9. STRIP SEALANT BET\'!"EEN FASCIA AND HEADER PRIOR TO INSTALLATION PAN ROOF ANCHORING DETAILS SEALANT E PAN HEADER (BREAK-FORMED OR EXT.) I r- #8 X 9-16' S.M.S. (3) PER PAN ~ &-:::- AND (')AT PAN RISER RIDGE CAP HEADERS AND PA"IElS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION \ "-----= PAN OR CaMP. ROOF PANEL ALTERNATE CONNECTION: #8 X 1-1/4' SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER. ROOF PANEL TO BEAM DETAIL ", .". S.....S. 13' eER P," / A'ID (1) AT PAN RISER #8 X 9/16' S.M.S. (3) PER PA"I ALONG PA"I BOTTOM t SUPPORTING BEAM (PER TABLES) ,I , NOTE: WHEN FASTENING PA"IELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF l' FOR COMPOSITE ROOFS: #10 X (1+ 112") S.M.S, WlTH 1.1/4' DtlJ'o1ETER FENDER WASHERS @ 12" D.C. (LENGTH = PANEl. THICKNESS + 1') @ ROOF BEARING ELEMENT (SHOWN) AND 24' O.C. @ NON-BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL ROOF PANEL (PER TABLES) SECTION 7 FOR PAN ROOFS: (3) EACH #8 x 112" LONG S.MS. FER ,7." P^,"El (1) #8 x 112" WlTH HEAD S.M.S. TOP OF EACH RISER BOX HEADER BEAD OF CAULKING ALONG TOP OF BOX HEADER ROOF PAN #10 X 1-1/2' WASHER HEAD S.M.S. THROUGH BOX HEADER 12' O.C. INTO HOST STRUCTURE NOTES: 1. WHEN HOST STRUCTURE IS MASONRY USE 114' X 1-114' DRIVE PINS OR 114' X 2.1/4' THUNDERBOLTS 2. FASTEN THE EXISTING SUB-FASCIA TO RAFTER TAILS FIRST WITH #10 x 3' S.M.S. (3) PER ROOF PAN #8 x 318" w/ HEAD S.M.S. O.C. INTO BEAM (3) PER ROOF PAN #10 x l' WITH S,M.S. THROUGH ROOF PA"I AND BOX HEADER O.C. INTO HOST STRUCTURE PAN ROOF AND BOX HEADER FlASHING 0.024 OR 26 GA. GALV. L, t I I I BEA'" TO WALL CONNECTION: ,Y- A -/ (2) 2" X 2" x 0.060' EXTERNAl Y MOUNTED A"IGlES ATTACHED TO WOOD WALL WiTH MINIMUM (2) 318' X 2' LAG SCREWS PER SIDE OR (2) 1/4' X 2-1/4' CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' (ALTERNATE) (1) 1-3/4' x 1-3/4' X 1-3/4' X 118' INTERNAl U-CUP ATTACHED TO 1'.'000 WALL WITH MIN. (3) 318' X 2' LAG SCREWS PER SIDE OR (3) 1/4' X 2.114' CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CaNTILEVERED BEAM DEPTH LARGER THA"I 3' 2'x 2"x 0.06' X BEAM DEPTH + 4' ATTACH ANGLE 'A' TO FASCIA WITH 2-318' LAG SCREWS AT EACH A"IGLE @ @ MIN, 2' X 3' X 0.050' S.M,B. (4) #10 S.M.S. AT EACH A"IGLE EACH SIDE A = WIDTH REQUIRED FOR GUTTER B = OVERHANG DIMENSION @ o o --2- NOTCH ANGLE OPTIONAl o o RECEIVING CHANNEL OYER BEAM A'IGLE PROVIDE 0,06<)' SPACER AT RECEIVING CHA"INEL ANCHOR POINTS. (2) #10 x 2.112" S.MS. AT RAFTER TAILS OR 2" ON CENTER MAX. WITH 2' x 6' SUB FASCIA MUST REMAIN FOR ANGLE STRENGTH 2".6" SELF MATING BEAM WITH (4) '10 SHEET METAL SCREWS AT EACH ANGLE EACH SIDE CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL co ..- o C? o 0 10 co Cl r.:.. co co x CO,.... C\j 10 gg~~g O'chCl'..t . CO..... C\j ,.... ~a.,....X;:!;CO ZI--;:!;<'O -CI) u.go :I <iiocoCO W Ol~ ~ '0"- -'~~"r<~ < as,....Qz ~CI)~~S ~~~ii~ t:) 0 :f e o d ::i I-- ....J ~, ::> z ~ C/')~ l1J 0:: ::> I- () ::> 0:: I- C/') LU ;E ~ u.. Cl o o ~ z (!) U5C/') LULU ClaS ~~ 0::"'- ::>z 1-0 gF= o::() I-LU C/')C/') ;E ::> ~ ;E ::> ....J ~ ..... W ~ ~ . f.' N ,... .... ~ u.. ::l N V)M :::i ~ ti . Q.)u..{;:: C~~~:g C"'~"''''' ~~~i~ ...JI__ , I;J 5 w (!; W~o~e en :I: ~ ~ ~ ff5 flj U. """UJM...; C"'.w Q.)~~f- L... ~ <Il ~"'~ ...J OF 6A 6