|
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />EXISTING TRUSS OR RAFTER
<br />SEALANT
<br />HEAflER (SEE NOTE BELOW)
<br />#i3 x 9116" S,"'.S, (3) PER PAN
<br />mo (1) AT RISER
<br />#10 x '.112" S."'.S. (') PER RAFTER
<br />OR TRUSS TAlL
<br />ROOF PANEL
<br />#10 x 314' S."'.S. AT 12' ON CENTER
<br />#8 x 9116" S.M,S. (3) PER PAN
<br />AND (') AT RISER
<br />AL TEHNATE CONNECTION:
<br />#8 X '.1/4' SCREWS (3) PER PA.N INTO
<br />FASCIA TI;ROUGH pm SOXED END
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />/
<br />//~ / /
<br />
<br />//I"r7)-//
<br />",'l.'~~
<br />/ '/' .":,, i
<br />,1./, LU'I-~
<br />
<br />-1/1 ~~.r
<br />://;" :~
<br />>>~~
<br />
<br />HEADER (SEE NOTE 8ELOW)
<br />#8 X 91' 6" S.M.S. (3) PER pm
<br />AND (1) PER RISER
<br />FOR MASONRY USE 114' X '.1!4' TAP-CON
<br />ANCHOR OR EQUAL AT 24' ON CENTER
<br />F\".. \ t, ."'':'':' ""..:: #1~ '( 1..1/2- S.M.S,
<br />'JR 'f;000 SC22NS ~T 12' ON CENTER
<br />ROOF PANEL
<br />
<br />#8 X 9116" S.M.S, (3) PER pm
<br />AND (1) PER RISER
<br />EXISTING HOST STRUCT1.:RE;
<br />WOOD FRA'AE. MASONRY OR DTI;ER
<br />CONSTRliCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOES: ROOF PA."ELS SHALL BE ATTACHED TO TrlE HEADER WITI-i (3) EACH #8 X 112"
<br />LONG CORHOSICN RESISTANT SHEET 'AETAL SCREWS WITH 112" WASHERS,
<br />ALL SCREW HEADS SHALL 8E CAUU<ED OR SHALL HAVE NEOPRENE GASKl:'1
<br />BETWEEN TI;ENASHEH AND 11-IE pm,
<br />PA.'t RISS Sf-<ALL RECavE (1) EACH #i3 x 1/Z" SCREW EACH. 11-IE PANS MAY BE
<br />mCHORED TI;RQUGH 30XED PAN WITI-i (3) EACH #8 x l' OF 11-IE ABOVE SCREW
<br />1Y?ES "-NO THE ABOVE SPECIFIED RIB SCREW.
<br />
<br />
<br />~L
<br />/~/> ~
<br />\.
<br />
<br />--;;:..q,
<br />PANW- - -
<br />c>
<br />r---
<br />
<br />"'....
<br />.'"
<br />""
<br />
<br />
<br />l' FASCIA (M,NIMUM)
<br />BREM FORMED METAL
<br />SAME 11-1ICKNESS AS pm
<br />(MINIMUM) ANCHOR TO
<br />eASCIA AND Ria OF pm
<br />AS SHOWN
<br />#i3 x 3If SCREWS @ 6' O.C,
<br />
<br />I
<br />I
<br />
<br />#i3 x'l2" SCREWS @ 6" O.C,
<br />
<br />i
<br />!
<br />
<br />---
<br />
<br />_ _I
<br />
<br />~
<br />
<br />HEADER (SEE NOTE 3ELOW)
<br />#8 x 9116' S,M.S. @ 8" O.C.
<br />ROOF PANEL
<br />FOR .MASONRY USE 114' x 1.114' TAPCON
<br />mCHOR OR EQUAL @ 24' O.C.
<br />FOR WOOD USE #10 x 1.1/Z' S.,M.S, OR
<br />1"1000 SCREWS@ 12: O,C.
<br />EXISTING HOST STRUCT1.:RE:
<br />1"1000 FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PANELS SHALL BE ATTACHED TO TI;E HEADER WITI-i (3) EACH #8 x 112'
<br />LONG CORROSION RESISTmT SHEET METAL SCREWS WITH 112" WASHERS.
<br />ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />3E1WEEN 11-IE WASHER mD 11-IE pm,
<br />Pm RJBS SHALL RECEIVE (1) EACH #i3 x 1rz' SCREW EACH, 111E PANS MAY BE
<br />A.NCHORED 11-IROUGH BOXED pm 1"11111 (3) EACH #8 x,. OF THE ABOVE SCRE'N
<br />1l'PES AND 11-IE ABOVE SPECIFIED RIB SCREW,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />./
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />#i3 x 9116" SMS SPACED AT
<br />8' O,C, B011-1 SIDES
<br />ROOF PANEL
<br />#10 x '.112' S,o,(,S, OR WOOD
<br />WOOD SCREW (' ) PER RAFTER
<br />OR TRUSS TAil
<br />#10 X 314' $,M,S. OR WOOD
<br />SCRE'N SPACED AT 12" OC.
<br />#i3 x 9116'" SMS SPACED AT
<br />8' O,C. BOTI; SIDES
<br />EXJSTiNG FASCiA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />0/----
<br />
<br />"~i ...---:; - -..; .-
<br />/ A'''.:
<br />I ~ 5~
<br />'" OJ
<br />/ /, '------ ~~
<br />/ /I '------
<br />
<br />EXiSTING HOST STRUCTURE
<br />1"1000 FRAME. MASONRY OR 011-lER
<br />CONSTRUCTION
<br />#i3 x 9116" S,M.S, SPACED AT 8'
<br />ON CENTER BOTrl SIDES
<br />
<br />c~
<br />
<br />FOR MASONRY US.. 114' x '.114' T.\.PCON
<br />mCHOR OR EQUAL ,\T 24' 0;' CENTER
<br />FOR 1"1000 USE #10 x ,.1/2' S.MS, OR
<br />WOOD SCRENS AT 12" ON CE,'f,'ER
<br />
<br />ROOF PANEL
<br />
<br />#i3 x 9/"16' S,M,S, SPACED AT 8"
<br />ON CENTE."\ B011-l SIDES
<br />
<br />NOES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />1"1000 STRUCTlJRES SHOULD CONNECT TO TRUSS BUTTS OR 11-IE SUB-FASCIA
<br />FRAMING WHERE POSSlaLE ONLY 15% OF SCRE'NS CAN 8E OUTSIDE 11-1E TRUSS
<br />BUTTS. SUB-FASCIA mD TI;OSE AREAS SHALL HAVE DOUBLE A.'ICHORS
<br />ALL SCRE>VS INTO 11-IE HOST STRUCT1.:RE SHAlL HAVE MiNiMUM ,.1/4" WASHERS
<br />OR SHALL BE WASHER HEADED SCREWS,
<br />HEADER INSIDE DiMENSION SHALL BE EQUAL TO PA.',EL OR PANS "1M. 11-IE WALL
<br />TrllCKNESS Si-'ALl. BE THE 11-IICKNESS OF 11-IE AlUMINUM PAN OR COMPOSITE
<br />PANEL WALL TI;ICKNESS, HEADERS SHALL BE ANCHORED TO THE HOST
<br />STRUCTURE W1TI-i ANCHORS APPROPRIATE FOR TrlE MATERiAl CONNECTED TO,
<br />~E ANCHORS DETAJLED ABOVE ARE BASED ON A LOAD FROM '20 M,P,H, FOR
<br />sac SECTION 1606 FOR A MNGMUM POSSIBLE SPAN OF 11-1E ROOF PA....EL FROM
<br />111E HOST STRUCT\.I RE,
<br />
<br />1-- ' 6"
<br />
<br />UJ
<br />tt
<br />::l
<br />f-
<br />(,)
<br />::l
<br />tt
<br />f-
<br />(j)
<br />f-
<br />(j)
<br />~
<br />
<br />
<br />~
<br />
<br />-~
<br />
<br />~ rr-
<br />~'i
<br />i\<
<br />-'I \ j\
<br />J
<br />~------ ,
<br />
<br />~
<br />
<br />~ ~li.
<br />~ I \( '\i~
<br />~ I (, Ii
<br />N IV \! I
<br />-' \
<br />
<br />
<br />/'
<br />
<br />10-
<br />
<br />#8 x 1rz' ALL PURPOSE SCREW
<br />@ 12" OC,
<br />
<br />r
<br />
<br />BREAl<FORM FlASHING
<br />
<br />
<br />------~---~
<br />I
<br />I i
<br />.I / I
<br />~--1
<br />
<br />3' COMPOSITE ROOF PANEL
<br />SEE SPA.'t TABLE
<br />
<br />FASTENiNG SCRE'N SHOULD BE A MIN,
<br />OF l' BACK FROM 111E EDGE OF FlJ\SHiNG
<br />
<br />I
<br />I
<br />1
<br />i
<br />i
<br />
<br />ALTERNATE DETAJL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1. FlASHING TO BE INSTALLED A MIN, 6'" UNOER TI;E FIRST ROW OF SHiNGLES
<br />2, STmDARD COIL FOR FlASHiNG IS 16" .019 MIL COIL
<br />3, FIRST ROW OF NAlLS Will HAVE TO BE REMOVED TO INSTALL FlASHING PROPERLY
<br />4, FlASHiNG WILL BE INSTALLED UNDER TI;E FELT PAPER WHEN POSSIBLE
<br />5. HEADER WILL BE PUTTY' TAPED mD CAULKED EVEN TI;OUGH FlASHiNG IS TO BE INSTAlLED
<br />6. IF 11-IE DROP FROM THE EDGE OF 11-1E SHINGLE DOViN TO 11-1E TOP OF THE HEADER IS MORE
<br />THAN '" TI;EN THE DRIP EDGE WILL fJAVE TO BE SROKEN TO CONFORM TO TI-iIS DROP
<br />7. WHE.'t USING FlASHING 111E SMAlLEST SIZE HEADER AVAILABLE SHOULD 3E USED
<br />12"03 MIL. ROlLFORM OR S' BREN<fORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />TI;E FlAP LIP OF 11-1E HEADER BACK FROM 11-IE EDGE OF 11-IE FLASHING
<br />8, WHE.'t SEPARATION BETWEEN DRIP EDGE mo PA.NEL FlASHING IS REQUIRED
<br />112' SEPARATION MiNIMUM
<br />9, STRIP SEALANT BETWEEN FASCIA AND HEADER PRJDR TO INSTALLATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />SEALANT
<br />IF- PA.'I HEADER
<br />(aREM-fORMED OR EXT,)
<br />, 1;- #i3 x 9-16'" S.M,S. (3) PER PA.N
<br />;-r- &::-- AND (1) AT PA.'I RISER
<br />
<br />!
<br />
<br />RIDGE CAP
<br />
<br />HEADERS A.'ID PANELS ON
<br />B011-1 SIDES OF BEAM
<br />FOR GABLED APPLICATION
<br />
<br />
<br />\.
<br />
<br />~
<br />I
<br />I
<br />
<br />I
<br />4-
<br />I
<br />i
<br />
<br />.., "<S.M' 1" "'''''" . /
<br />AND (1) AT PA.'t RISER
<br />#8 x 9/16" S,M.S. (3) PER PAN
<br />ALONG PA.'I BOTTOM
<br />
<br />\_ PA.'I OR COMPo ROOF PANEL
<br />AL TERNA TE CONNECT10N:
<br />#i3 x ,.\14" SCREWS (3) PER PA.N
<br />iNTO BEN~ 11-1ROUGH BOXED
<br />END OF PA.... AND HEADER
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />~
<br />I
<br />
<br />
<br />ROOF PANEL (PER TABLES)
<br />SECTION 7
<br />
<br />NOTE;
<br />WHE.'t FASTENING PANELS OR pms TO
<br />WOOD PlATES SCRE'NS SHALL HAVE A
<br />MINiMUM EMBEDMENT OF l'
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10 x (\.1/2") S,M.S,W111-1 1.'14'
<br />D:AMPER FENDER WASHERS
<br />@ 12' O.C. (LE,NGTI-i = PA."IEL
<br />TI;ICKNES$. ")@ ROOF SEARING
<br />ELEMENT (SHOWN) AND 24' O.C. @
<br />NON-aEARING ELEMEm (SIDE WAllS)
<br />
<br />li-
<br />
<br />FOR PAN ROOFS:
<br />(3) EACH #S x 112" LONG S,M.S,
<br />PER 12' PMEL
<br />
<br />SUPPORTiNG 3EAM
<br />(PER TABLES)
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(1) #i3 x 112' 1"1111-1 HEAD S.M,S.
<br />TOP OF EACH RISER
<br />
<br />
<br />BOX HEADER
<br />BEAD OF CAULKiNG ALONG TOP OF
<br />BOX HEADER
<br />
<br />/~
<br />r
<br />
<br />#10 x '.112" WASHER HEAD S,M,S,
<br />11-IROUGH BOX HEADER 12' O.C,
<br />Imo HOST STRUC1lJRE
<br />
<br />ROOF PA.'t
<br />
<br />NOTES:
<br />
<br />1, WHEN HOST STRUC1lJRE IS MASONRY
<br />USE 114' x 1.1!4' DRIVE PiNS OR
<br />114' x 2.114' 11-1UNDERBOl TS
<br />
<br />2. FASTE"< 11-1E EXISTING SUB-FASCIA
<br />TO RArIER TAJLS FiRST 1"11111
<br />#10 x 3' S,o,(.S.
<br />
<br />(3) PER ROOF PAN #8 x 318"
<br />wi HEAD S,MS, O.C. Imo BEAM
<br />
<br />(3) PER ROOF PAN #10 x 1'1"1111-1
<br />S,M,S. TI;ROUGH ROOF PA.... A.NO BOX
<br />HEADER O.C, INTO HOST STRUCT1.:RE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FlASHiNG 0.024 OR 26 GA. GALV.
<br />
<br />
<br />~
<br />!
<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 A.NGLE
<br />MIN, 2" x 3' x 0,050' S."',B.
<br />(4) #10 5:I.1.S. AT EACH A."IGLE
<br />EACH SIDE
<br />
<br />I
<br />+
<br />
<br />I
<br />
<br />A = IVlD11-1 REQUIRED FOR GUTTER
<br />B = OYERJW<G DiMENSION
<br />
<br />@
<br />
<br />@
<br />
<br />@
<br />
<br />:
<br />I
<br />BEAI... TO WALL CO/'<NECTION: >"- A ~
<br />
<br />(2) 2" x 2" x 0,060" EXTER.."W. Y MOUNTED A."IGLES ATTACl-<ED TO WOOD WALL W1T11 MINIMUM
<br />(2) 318" x 2' LAG SCRElVS PER SIDE OR (2) 1/4' x 2.114' CONCRETE A.NCHORS TO CONCRETE OR
<br />MASONRY WAll ADO (1) A....CHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER TriA'I 3"
<br />
<br />(ALTER."lATE) (1) 1-314' x 1.314' x 1-314' x 1IS'INTERNAL U-CUP ATTACHED TO WOOD WALl W1TI-i
<br />MIN, (3) 318" x 2" LAG SCRElVS PER SIDE OR (3) 1/4' x 2.114' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WAll ADD (1) A.NCHOR PER SIDE FOR EACH iNCH OR CONTllEVERED BEAM
<br />DEPTrllARGER TriA'I 3"
<br />
<br />I
<br />I
<br />RECENlNG CHANNEL OVER BEAM l
<br />ANGLE PROVIDE 0.060' SPACER i
<br />AT RECENlNG CHANNEL A.NCHOR
<br />pOlms. (2) #10 x 2-112' S,M.S,
<br />AT RAFTER TAILS OR 2" ON CENTER
<br />MAX. WITH 2" x 6" SUB FASCIA
<br />
<br />
<br />! i 0
<br />! 0
<br />
<br />~
<br />
<br />NOTCH ANGLE OPTIONAL
<br />
<br />MUST REMAlN FOR ANGLE
<br />STRENG11-I
<br />
<br />2" x 6'" SELF MATING BEAM W1TI;
<br />(4) #10 SHEET METAL SCREWS AT
<br />EACH mGLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
<br />
<br />....J
<br /><(
<br />:J
<br />Z
<br /><(
<br />(j)~
<br />a:
<br />ilJZ
<br />>0
<br />OVS(j)
<br />UilJ~
<br />OOm
<br />i=(/')~
<br /><(ilJ
<br />o..a:r--
<br />~~a
<br />(/')Ui=
<br />I-:JU
<br />a: c:: LlJ
<br />o I- n'
<br />0.. (j) "/J
<br />a:~
<br /><(:)
<br />Uz
<br />~
<br />:J
<br />....J
<br /><(
<br />
<br />...
<br />'<I:
<br />W ~ ~
<br />0.., :5 ~
<br />V) N
<br />.. :z :
<br />~8u.~
<br />Q)...<'"
<br />CCi~~:ll
<br />C~i-",:g
<br />Q)~<~'
<br />cogag~
<br />:lJ:I:-_
<br />.::>f-UJ;;
<br />W ~ 5 ~ e!.
<br />Q)a:~il:~
<br />UUJ"'UJu.
<br />UJ ,., ...
<br />C<I:"'UJ
<br />- >< f-
<br />~ ~,~
<br />~ci
<br />~~Ii
<br />..;jU
<br />/ /
<br />
<br />
<br />7A
<br />
<br />OF
<br />
<br />7
<br />
|