|
<br />PAN ROOF ANCHORING DETAILS
<br />EXISTING TRUSS OR RAFTER
<br />SEAJ....AJ-jT
<br />HEADER (SEE NOTE BELOW)
<br />#a x 9116' S.M.S, (3) PER PAN
<br />AND (1) AT RISER
<br />1t10 x 1-1/2' S,M.S. (1) PER RAFTER
<br />OR TRUSS TAIL
<br />ROOF PANEL
<br />
<br />
<br />",.J
<br />
<br />#10 X 3/4' S.M.S. AT 12' ON CENTER
<br />
<br />#8 X 9116' S.M.S. (3) PER PAN
<br />AND (1) AT RISER
<br />AL~TE CONNECTION:
<br />#8 X '-1/4' SCREWS (3) PER PAN INTO
<br />FASCIA TI-iROUGH PAN SOXED END
<br />EXISTING FASCiA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />/
<br />
<br />//,J //
<br />://) j ,- /
<br />. , IT =1"?--..J
<br />//.' '/.' -'.''''+'
<br />W'foo
<br />~'~
<br />I
<br />
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 X 911 e- S.M.S. (3) PER PAN
<br />AND (1) PER RISER
<br />FOR MASONRY USE 1/4' x '-1/4' TAP-CON
<br />ANCHOR OR EQUAL AT 24' ON CENTER
<br />F,-"" _~.: .JE #1-: ~ 1.1/2' S.M,S.
<br />'JR '1';000 SCo'EWS ~T 12' ON CENTER
<br />ROOF PANEL
<br />
<br />#8 X 9116' S.M.S. (3) PER PAN
<br />AND (1) PER RISER
<br />EXISTING HOST STRUCl1JRE;
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 112'
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS.
<br />AU SCREW HEADS SHALL BE CAULKED DR SHALL HAVE NEOPRENE GASKET
<br />BElWEEN THE WASHER AND THE PAN.
<br />PAN RIBS SHALL RECEIVE (1) EACH #a x 112' SCREW EACH. THE PANS MAY BE
<br />ANCHORED TI-iROUGH BOXED PAN WITH (3) EACH #a x l' OF TI-iE ABOVE SCREW
<br />iYPES "-NO TI-iE ABOVE SPECIFIED RIB SCREW.
<br />
<br />NOTES:
<br />
<br />
<br />
<br />I~
<br />PAN~
<br />ie>
<br />
<br />---
<br />
<br />l' FASCIA (MINIMUM)
<br />BREAK FORMED METAL
<br />SAME TI-iICKNESS AS PAN
<br />(MINIMUM) ANCHOR TO
<br />FASCIA AND RIB OF PAN
<br />AS SHOWN
<br />#a x 3/4' SCREWS @ 6' O.C.
<br />
<br />#8 x 112' SCREWS@6'O.C.
<br />
<br />---
<br />
<br />---
<br />
<br />-f
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#a X 9116' S.M,S. @ 8' O.C.
<br />ROOF PANEL
<br />FOR MASONRY USE 1/4' X 1.1/4' TAPCON
<br />ANCHOR OR EQUAL @24'O,C.
<br />FOR WOOD USE #10 X 1.1/2' S.M.S, DR
<br />WOOD SCREWS@12:0.C.
<br />EXISTING HOST STRUCl1JRE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES:
<br />
<br />ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITI-i (3) EACH #8 X 1/2'
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS,
<br />All SCREW HEADS SHALL BE CAULKED OR SHALL HAVE ,NEOPRENE GASKET
<br />BElWEEN TI-iE WASHER AND TI-iE PAN,
<br />PAN RIBS SHALL RECENE (1) EACH #8 X 1/2' SCREW EACH. THE PANS MAY BE
<br />ANCHORED TI-iROUGH BOXED PAN WITH (3) EACH #8 X l' OF THE ABOVE SCREW
<br />TYPES AND TI-iE ABOVE SPECIFIED RIB SCREW.
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />/
<br />
<br />EXISTiNG TRUSS OR RAFTER
<br />
<br />#a X 9116' SMS SPACED AT
<br />8' D.C. 80TH SIDES
<br />ROOF PANEL
<br />#10 X 1.1/2' S.M,S. OR WOOD
<br />WOOD SCREW (1) PER RAFTEJ~
<br />OR TRUSS TAil
<br />#10 X 3/4' S.M,S. OR WOOD
<br />SCREW SPACED AT 12' O.C,
<br />#8 X 9116' SMS SP....CED AT
<br />B' O.C. BOTH SIDES
<br />EXISTiNG FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />~/:-
<br />-;":!;L' ,-
<br />I~
<br />(,
<br />----
<br />~. ,
<br />'--......
<br />
<br />
<br />EXJSTlNG HOST STRUC11.JRE
<br />WOOD FRAME. MASONRY OR OTHER
<br />CONSTRUCTION
<br />#8 x 9116' S.M,S. SPACED AT B'
<br />ON CENTER BOTH SIDES
<br />
<br />r" ~..,
<br />
<br />FOR MASONRY liSE 1/4' X 1.1/4' T.V'CON
<br />ANCHOR OR EQIJAl. .\T 24' CX' CENTER
<br />FOR WOOO USE #10 X 1,1/2' 5.M.S, OR
<br />WOOD SCREWS AT 12' ON CEN','ER
<br />
<br />ROOF PANEL
<br />
<br />#8 X 9116' S.M.S. SPACED AT B'
<br />ON CENTER BOTH SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WOOD STRUCl1JRES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
<br />FRAMING \Vl;ERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
<br />BUTTS. SUB-FASCIA AND TI-iOSE AREAS SHALL HAVE DOUBLE ANCHORS.
<br />ALL SCREWS ,NTO TI-iE HOST STRUCTlJRE SHALL HAVE MINIMUM 1-1/4' WASHERS
<br />OR SHALL BE WASHER HEADED SCREWS.
<br />HEADER INSIDE DiMENSION SHALL BE EQUAl TO PANEL OR PANS "\". Tl-IE WALL
<br />TI-iICKNESS SHAU BE THE Tl-IICKNESS OF TI-iE ALUMINUM PAN OR COMPOSITE
<br />PANEL WALL TI-iICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST
<br />STRUCl1JRE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.
<br />TI-iE ANCHORS DETAilED ABOVE ARE BASED ON A LOAD FROM 120 M,P.H. FOR
<br />SBC SECTION 1606 FOR A MAXiMUM POSSIBLE SPAN OF TI-iE ROOF PANEL FROM
<br />TI-iE HOST STRUCl1JRE.
<br />
<br />
<br />w
<br />a::
<br />~
<br />t;
<br />~
<br />a::
<br />f-
<br />(/)
<br />f-
<br />Ul
<br />o
<br />:l:
<br />
<br />^ 10'
<br />#8 X 1/2' ALL PURPOSE SCREW
<br />@ 12' O,C,
<br />
<br />l'
<br />I
<br />I
<br />I
<br />I
<br />
<br />
<br />BREAKFORM FlASHING
<br />
<br />I
<br />/
<br />
<br />
<br />FASTENING SCREW SHOULD BE A MIN,
<br />OF l' BACK FROM THE EDGE OF FLASHING
<br />
<br />3' COMPOSITE ROOF PANEL
<br />SEE SPAN TABLE
<br />
<br />/
<br />/
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1, FV.SHING TO BE INSTALLED A MiN, 6' UNDER THE FIRST ROW OF SHiNGLES
<br />2. STANDARD COil FOR FtASHING IS 16' .019 MIL CCll
<br />3. FIRST ROW OF NAilS WILL HAVE TO BE RE.'-o10VED TO INSTAlL FLASHING PROPERLY
<br />4, FlP.SHING WilL BE iNSTAlLED UNDER THE FELT PAPER \Vl;EN POSSIBLE
<br />5. HEADER WilL BE PUTTY TAPED AND CAULKED EVEN TI-iOUGH FlASHING IS TO BE INSTALLED
<br />6. IF THE DROP FROM THE EDGE OF TI-iE SHINGLE DOWN TO TI-iE TOP OF THE HEADER is MORE
<br />THAN 1'TI-iEN TI-iE DRIP EDGE WilL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
<br />7. \Vl;EN USING FV.SHING THE SMAlLEST SIZE HEADER AVAILABLE SHOULD BE USED
<br />12'03 MIl. ROLLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />TI-iE FlAP LIP OF TI-iE HEADER BACK FROM TI-iE EDGE OF TI-iE FLASHING
<br />8. \Vl;EN SEPARATION BETWEEN DRIP EDGE AND PANEL FV.SHING IS REQUIRED
<br />1/2' SEPARATION MINIMUM
<br />9. STRIP SEAlANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />SEALANT
<br />If=- PAN HEADER
<br />(BREAK..fORMED OR EXT)
<br />/ ;- #8 x 9-16" S.M.S. (3) PER PAN
<br />iL-:::-,AND (1) AT PAN RISER
<br />I
<br />I
<br />~
<br />I
<br />,
<br />
<br />RIDGE CAP
<br />
<br />HEADERS AND PANELS ON
<br />BOTH SIDES OF BEAM
<br />FOR GABLED APPLICATION
<br />
<br />
<br />(-I-
<br />I /
<br />r--;----
<br />.. ,.,.. 'M.' p, "" '''' /
<br />AND (1 ) AT PAN RISER
<br />#8 X 9116' S.M.S. (3) PER PAN
<br />ALONG PA..... BOTTOM
<br />
<br />\_ PA..... OR CCMP. ROOF PANEL
<br />ALTERNATE CONNECTION:
<br />#8 X 1.1/4' SCREWS (3) PER PAN
<br />iNTO BEAM THROUGH BOXED
<br />END OF PAN AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />i
<br />~
<br />I
<br />I
<br />
<br />
<br />'"
<br />
<br />~
<br />,
<br />,
<br />
<br />NOTE:
<br />\Vl;EN FASTENING PA.'IELS OR PANS TO
<br />WOOD PLATES SCREWS SHALL HAVE A
<br />MINiMUM EMBEDMENT OF"
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10 X (I + 112') S,M.S. WITH 1.114'
<br />D:AMETER FENDER WASHERS
<br />@ 12' O.C. (lENGTI-i" PANEL
<br />THICKNESS + ") @ ROOF BEARING
<br />ELEMENT (SHOWN) AND 24' O.C. @
<br />NON-8EARING ELEME.....T (SIDE WAllS)
<br />
<br />ROOF PANEL (PER TABLES)
<br />SECTION 7
<br />
<br />11-
<br />
<br />FOR PAN ROOFS:
<br />(3) EACH #8 X 112' LONG 5.MS.
<br />PER 12' PflNEL
<br />SUPPORTiNG BEAM
<br />(PER TABLES)
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(1) #8 X 1/2' WITH HEAD 5,M,S.
<br />TOP OF EACH RISER
<br />
<br />
<br />/~
<br />/
<br />
<br />BOX HEADER
<br />BEAD OF CAUU<JNG ALONG TOP OF
<br />BOX HEADER
<br />
<br />ROOF PA.....
<br />
<br />#10 X 1-112' WASHER HEAD S.M,S.
<br />THROUGH BOX HEADER 12' O.C.
<br />INTO HOST STRUCl1JRE
<br />
<br />NOTES:
<br />1. \Vl;E.'l HOST STRUC11.JRE IS MASONRY
<br />USE 1/4' X 1-1/4' DRJVE PINS OR
<br />1/4' X 2.1/4' THUNDERBOLTS
<br />2. FASTEN THE EXISTING SUB-FASCIA
<br />TO RAFTER TAILS FIRST WITH
<br />#10 X 3' S,M,S.
<br />
<br />(3) PER ROOF PAN #8 X 3/8'
<br />wi HEAD S.M,S, O.C. INTO BEAM
<br />
<br />(3) PER ROOF PAN #10 X l' WITH
<br />S.M.S. TI-iROUGH ROOF PAN AND BOX
<br />HEADER O.C, INTO HOST STRUC11.JRE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FlASHING 0.024 OR 26 GA GAlV.
<br />
<br />
<br />L-
<br />I
<br />
<br />2'x 2'x 0.06' X BEAM DEPTH
<br />+ 4' ATTACH ANGLE 'A' TO
<br />FASCIA WITH 2-318' LAG
<br />SCREWS AT EACH ANGlE
<br />MiN. 2' X 3' X 0.050' S.M.B,
<br />(4) #10 S,M.S. AT EACH ANGLE
<br />EACH SIDE
<br />
<br />@
<br />-@
<br />@ I
<br />I
<br />I~
<br />
<br />B = OVERHANG DiMENSION
<br />
<br />~
<br />I
<br />I
<br />
<br />A = WIDTH REQUIRED FOR GUTTER
<br />
<br />I :
<br />BEA.... TO WALL CONNECTION: ,(-- A ~
<br />
<br />(2) 2' X 2' X 0.060' EXTERNALY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
<br />(2) 3/8' X 2' LAG SCREWS PER SIDE OR [2) 1/4' X 2-114' CONCRETE ANCHORS TO CONCRETE OR
<br />MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEA.... DEPTIi lARGER THAN 3'
<br />
<br />(ALTERNATE) (1) 1-3/4' X 1,3/4' X 1-314' X 11B'INTERNAL U--CUP ATTACHED TO WOOO WALL WITH
<br />MIN. (3) 3/8' X 'Z' LAG SCREWS PER SIDE OR (3) 1/4' X 2.1/4' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH iNCH OR CONTILEVERED BEAM
<br />DEPTIi lARGER l1-iAN 3'
<br />
<br />RECENiNG CHANNEL OVER BEAM
<br />ANGLE PROVIDE 0.060' SPACER
<br />AT RECENING CHANNEL ANCHOR
<br />POINTS. (2) #10 X 2.112' S.M.S.
<br />AT RAFTER TAilS OR 'Z' ON CENTER
<br />MAX. WITH 2' x 6' SUB FASCIA
<br />
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />
<br />NOTCH ANGLE OPTIONAL
<br />
<br />2' X e- SELF MATING BEAM WlTl-I
<br />(4) #10 SHEET METAL SCREWS AT
<br />EACH ANGLE EACH SlOE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETA1L
<br />
<br />....J
<br /><l:
<br />::)
<br />Z
<br /><l:
<br />rJ) ~
<br />1:(
<br />u.J Z
<br />> (j
<br />O(i5U)
<br />UllJ~
<br />OOaJ
<br />~~~
<br />o..o:::r--
<br />~~B
<br />rJ)Ui=
<br />ti~()
<br />Ol-UJ
<br />o..(/)U)
<br />1:( ~
<br />4: ::)
<br />U~
<br />~
<br />::)
<br />....J
<br /><l:
<br />
<br />f-
<br />'<:
<br />W ~ ~
<br />'.... N
<br />n.::) ~
<br />V) [;:j
<br />- <: .....
<br />~ 0 u. ....
<br />Q,)ll _:::;
<br />C~~~
<br />C"JO",
<br />::!;f-.....
<br />Q,)tl.~~
<br />coga~
<br />"J:I:~
<br />.:>>-UJ
<br />W ~ is ~:
<br />, (J) :I:
<br />Q,)Q::o:l.
<br />utiji!\::l
<br />C<:"'w
<br />-><>-
<br />~ ~'.ii5
<br />~,"J .
<br />....0
<br />~~ti
<br />
<br />fll
<br />1/ /
<br />_h /'/j/'
<br />
<br />
<br />7A
<br />
<br />OF
<br />
|