|
<br />PAN ROOF ANCHORING DETAILS
<br />
<br />-' --- ---.._---
<br />
<br />~ /-~=--:----~
<br />::;,:::... ,-'J /,'
<br />~ .. ' '/ ,"-
<br />...; ,I' , ..
<br /><( , ,
<br />CJ.
<br />0)
<br />:;,
<br />c,
<br />~
<br />'"
<br />
<br />
<br />~
<br />
<br />-~
<br />
<br />---
<br />~-
<br />
<br />'"
<br />
<br />",,-
<br />
<br />",
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />SEALANT
<br />
<br />HEADER (SEE NOTE BELOW)
<br />
<br />!IS x 91'6" S,MS. (3) PER PAN
<br />AND (1) AT RISER
<br />
<br />~'O x '-~!2' S,M.S, (') PER RAFTER
<br />OR TRUSS TAIL
<br />
<br />ROOF PANEL
<br />
<br />#10 x 314" S,M,3, AT '2.0." CENTER
<br />
<br />!IS x 9116" S,M,S, :3) PER PAN
<br />AND (1 ) AT ,RISE,"'
<br />
<br />AL TERNA TE CONN::CT10N:
<br />!IS x 1-114' SCREWS 13) PEel PAN ;,NTO
<br />FASC:A 7'rlROUGH PAN SCXE:) END
<br />
<br />EXISTiNG FASC:A
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />/----
<br />
<br />// ,/ ...., / /'
<br />//', /",
<br />/r-i, .. -
<br />/ /,1 I
<br />/ , / 1, // ~ = '
<br />/ ~L.,......l1 'J.J:;-
<br />/~ ~~~
<br />///;\ ~
<br />//// '" -'~ ' ...
<br />//.,~
<br />
<br />HEADER (SEE NOE BELO\Y)
<br />!IS x 9116' SM.S, (3) PER PAN
<br />AND (1) PER RISE:=<
<br />FOR MASONRY USE 1/4. X 1-1/4" TAP-CON
<br />ANCHOR OR EQUAl. AT 24' ON CENTER
<br />;:OR ,VOOO USE ,:~o X 1..1r;:. ~,M,S,
<br />OR WOOD SCREWS AT '2. ON CENTER
<br />ROOF PANEL
<br />
<br />#iJ x 91'6' $,M.S, (3) PE.'l PAN
<br />AND (') PER RISE:=<
<br />EXISTING HOST STRUCTURE:
<br />1'1000 FRAME. MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />ROO" PANELS Sr'ALL 3E AITACnD -0 THE HEADER ','IlT"ri (3) EACH !IS X 1/2.
<br />LONG CORROSION RESiSTANT SHE::; '~ETAl. SCREWS WITH 1/2. WASHERS.
<br />AL:. SCREW HEADS SHALL 8E CAULI<2.J OR SI',All HAVE NSOPRESE GASI<ET
<br />3:::WEE.'; TH:NAS!-'E;:l, AND -;r,E PAN
<br />PA." RISS SHALL ?ECE'VE :1 \ CAC:,,::.a X '/2' SC,RE"',' ::ACH. ""HE PANS MAY 3=
<br />A.NCt~;(E:) Ir'~~~GH }~::~?,;~N:::IT,:~31 ::ACH::.a X ., OF ThE ,;,seVE SCPEN
<br />iY?:.:: A"tD I ~I:: ......oCVc .:;,.,..= '.....,r" '::::J ,....,,13 ~'...J,,,EN
<br />
<br />~c-:=S:
<br />
<br />
<br />~L
<br />~
<br />
<br />\
<br />
<br />--'..;.....:I'J
<br />PANfiJi- - -
<br />IO~
<br />r--
<br />
<br />~
<br />\
<br />,\
<br />\
<br />\
<br />\
<br />
<br />1. FASCCA \MI~iMUM)
<br />SHEA!< FORMED METAL
<br />SAl,IE THICKNESS AS PAN
<br />~~~~U~~?tg~ ;z.
<br />AS SHOWN
<br />#8 X 314. SCREWS @ 6' O,C_
<br />
<br />#8 X '..'2. SCRE,VS @ 6. OC,
<br />
<br />I
<br />-~
<br />
<br />HEADER (SEE NOE BELOIY)
<br />#8 X 9116. S.M,S, @ 8. OC,
<br />ROOF PANEL
<br />FOR MASONRY USE 1W X 1,114" TAPeON
<br />ANCHOR OR EQUAL @ 24. O,C,
<br />FOR WOOD USE #10 X 1..,/2. S..IAS, OR
<br />WOOD SCREWS@ '2: 0,0.
<br />EXISTING HOST STRUCT1JRE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTiON
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF ?ANELS SHALl8E ArTACHEO TO THE HEADER WIn-; (3) EACH !IS X 1/2'
<br />LONG CORROSION RESiSTANT SHEET METAL SCREWS WITH ',a' WASHERS.
<br />ALL SCREW HEADS SHALL 8E CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />8EiW'EEN THE WASHE:R AND TI-iE PAN,
<br />PAN RlBS SHALL RECEIVE (1l EACH #8 x 1/2. SCREW EACH. n-;E PANS MAY BE
<br />A"-ICHORED THROOGH BOXED PAN WITH (3) EACH IIa x ,. OF THE ABOVE SORE.....
<br />TYPES AND THE ABOVE SPECiFIED Rl6 SCREW.
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />/' ______ 0-'
<br />~ -,..
<br />'Jl "
<br />'<
<br />~ r-;-----.--<
<br />:;) ..=:;t..:U. i" - .... ..,~ - ;--+ .---
<br />(I) /\ I, I' ct ! L
<br />~ \,'1 ~~~
<br />---"-----1 ~ I ......;---=_.r: --{ ___.~
<br />~ ?:,' ---
<br />--;-=:j .'"----
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />-~
<br />
<br />#8 X 9116" SMS SPACED AT
<br />8' O,C, BOTH SICE:S
<br />ROOF PANEL
<br />#10 X 1.112. S)A.S, OR WOOD
<br />1'1000 SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />#10 X 3i4' S.MS OR WOOD
<br />SCREW SPACED AT 12" 0,0,
<br />!IS x 9,16" SMS SPACED AT
<br />8" O,C, 80TH SIDES
<br />EXiSTING FASC:A
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />/_..,-_.. -~,
<br />
<br />EXISTiNG HOST STRUCTURE
<br />1'1000 FRAME. MASONRY OR OTHER
<br />CONSTRUCTICN
<br />!IS x 9116" S.M S, SPACED AT 8'
<br />ON CENTER SCTH SIDES
<br />
<br />//". ...---/,/" -- - '
<br />/~r= 0
<br />
<br />" / /" .a-- Z ~ ~
<br />~ :b,
<br />0. 0
<br />
<br />;:OR fMSCNRY USE' '4' X 1.114. TAi'CON
<br />ANCHOR:JR EQUAL Ai ':4' O~ CE.'11 ",R
<br />FOR 1'1000 USE;10 X 1-,12. S.MS, OR
<br />WOOD SCREWS AT 12. ON CE."TE.'<
<br />
<br />
<br />1
<br />\ ......
<br />o~
<br />~ ---
<br />'------
<br />
<br />ROOF PANEL
<br />
<br />#8 X 9116" S.M,S, SPACED AT 8"
<br />ON CE....TER Bon'! SIDES
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />'10TES:
<br />
<br />WOCD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASC:A
<br />FRA'oIING.vHERE POSSIBLE ONLY 151'. OF SCREWS CAN BE OUTSIDE THE TRUSS
<br />BUT'TS, S"S.FASC:A AND THOS:::: AREAS SHALL HAVE DOUBLE A.'1CHORS,
<br />ALL SCRE....S :~TO ll-<E HOST STi>.UCT1.;RE SHALL HAVE MINIMUM ',-1/4" WASHEi>.S
<br />0,"' Si-'.ALL 3E WASH E.", HEAD::D SCREWS.
<br />
<br />i-'::ADERNS'CE DiMENSION S,..A.LL BE EQUAL TO PANE!.. OR PANS "\,,, THE WALL
<br />"'HICK,NESS Si-'ALL 3E THE T'rlIC:'(NESS OF THE ALUMINuM PAN OR CO'APOSITE
<br />PANEL NA,LL THICK.'IESS, H::AOERS SHAl..l BE ANC:i-'ORED TO THE HOST
<br />STKUCTIJRENIT'rl ANCHORS APP",CPRIATE FOR HiE ~.\ATER:AL CONNECTED TO,
<br />Tri: A...C:-'Oi>.S ~E"'A.lLED ABOVE ARE BASED ON A LOAD FRCM '20 \AP rl, FOR
<br />sac SEO'TION ',5-:;'6 FOR A MAXIMUfA POSSiBLE SPAN OF T'i-'E ;:l,OCF PA"EL FRC~A
<br />THE HOST STRUCT1JRE,
<br />
<br />,-'--- 5.
<br />
<br />10.
<br />
<br />/"r
<br />
<br />!IS x 1/2. ALL P'JRPOSE SC,qEW
<br />@'2.0,C,
<br />
<br />'"
<br />cr:
<br />:::>
<br />G
<br />:::>
<br />::r:
<br />iii
<br />....
<br />(/)
<br />~
<br />
<br />
<br />
<br />aREAKFORM FLASHING
<br />
<br />=
<br />
<br />I
<br />\, i :
<br /><==
<br />~
<br />=:- ~I"I
<br />L ,~
<br />
<br />: ;---
<br />
<br />f
<br />/
<br />!
<br />/
<br />
<br />FASTENiNG SCREW SHOULD BE'" .YI~
<br />OF " SACK FROM THE ::aGE OF FlASHI,NG
<br />
<br />----
<br />I
<br />
<br />)' CO!..1POSITE ROOF PAI'.;EL
<br />SEE SPAN TABLE
<br />
<br />/
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1. FLASHING TO BE INSTALLED A MIN, 6" UNOER THE FIRST ROW OF SHINGLES
<br />2, ST ANGARO COIL FOR FLASHING IS W ,019 MIL COIL
<br />3_ FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY
<br />4, FLASHING WILL BE INSTALLED UNDER THE FELT PAPER 'lVHEN POSSIBLE
<br />5, HEADER WILL BE PUTiY TAPED AND CAULKED EVeN THOUGH FLASHING IS TO BE INSTAlLED
<br />6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO TI-1E TOP OF THE HEADER is MORE
<br />THAN ,. THEN ll-<E DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
<br />7. WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOutD BE USED
<br />12. ,03 MIL ROLLFORM OR 8. BREAKfORM IS BEST SUITED FOR HEADER SiNCE IT KEEPS
<br />THE FlAP UP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
<br />8_ WHE~ SEPARATION BE1WEEN DRIP EDGE AND PANEL FlASHING IS REQUIRED
<br />'/2. SEPARATION MINIMUM
<br />9, STRI? SEALANT BETWEEN FASC:A AND HEADER PRIOR TO INSTALLATIOtl
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIDGE CAP _ _____ __---------....., __ _ __ SEALANT
<br />HEADERS A,",O PANELS ON ......... /; PAN HEADER
<br />80TH SIDES OF BEAM ......... ;------ (SREAK-FORMED OR EXT)
<br />FOR GABLED AP?lICA TiON '/ . ,
<br />_"-:- __ ~__' !IS X 9, 6 S M S (3) PER PAN
<br />~'-'~ AND(1)ATPA."RISE~
<br />:-- I' 1r-J1' ~
<br />
<br />+M/ :-1'11 \
<br />I tL~ '
<br />
<br />!IS. 9116' S.fA S, (J~ ?ER PAN /' I \_ PA." OR SSMP, i>.OCF PA,",EL
<br />AND(1)AT?A"<RISER ~ /
<br />/ L I Al ':'E,;;;','1A T:: CONNEC,:ON'
<br />!lSx9l16'SM.S 13)?ERPA~ ~X~-':4'SC""WS(J)P"RP"'\j
<br />ALONG PAN BOTTOM ' o.J....,-! iNTO SE.AM THROLIGH seXED
<br />. - . END OF ~"N A.'1D H::ACER.
<br />ROOF P,ANEL TO BEAM DETAIL
<br />
<br />""it".
<br />
<br />L
<br />ftjt ---
<br />lJ----
<br />
<br />~OTE:
<br />WHEN FASTENi.'1G ;>A."ElS OR PA"S TO
<br />1'1000 PLATES SCREV,S Sl-'AlL HAVE A
<br />MINIMUM EMBEDMENT OF 1.
<br />
<br />FOR COMPOSITE ;:l,OOFS:
<br />#10 X (t + ~12'i SH.~, W!TH 1.114'
<br />DIAMETER ::E'<DER 1o\,,^SHERS
<br />@ '2. O.C, (LENGTH = PANE!.
<br />THICK.'.;ESS. 1") @ ROOF 6EARiNG
<br />ELEMENT (SHOWN) AND 24' O,C, @
<br />~ON-8EARI,"G ELEMENT (SIDE ,VALLS)
<br />
<br />~
<br />
<br />.....""
<br />
<br />ROOF ?"'N=~ (PER TABLES)
<br />SECT1C,; 7
<br />
<br />"OR ?,'c" ROOFS:
<br />(3\ S'C:...:;.8 x 'r;: LONG S,MS
<br />';'=.:1. .::. ?A......El
<br />
<br />SU""ORT,NG BEAM
<br />(P::;:l, - AB!.ESI
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAiL
<br />
<br />(' I !IS X 112. WIT'rl HEAD S,M,S, ,
<br />TOP OF EACH RISER
<br />
<br />;~~~~>~---
<br />~~~<
<br />
<br />
<br />(3)P:R RC?F PA~!IS ".. 3i8' ,_~ // Y
<br />"" n::AD S"..1S, O,~, ,N, 0 BEAM /..
<br />
<br />/J /
<br />V
<br />
<br />ROOF PA"
<br />
<br />(3) PE.'l, ROOF PAN #10 X l' WITrl
<br />S..M,S. TMROUGH ROOF PAN AND BOX
<br />HEADE,'l, O.C. ,NTO HOST STRLiCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FLASHING 0024 OR 26 GA GALV.
<br />
<br />!
<br />~
<br />
<br />
<br />2"x 2"x 0.06". BEAM DEPTH
<br />'4. ATIACHANGlE "A' TO
<br />FASCIA W1T'rl2-3I8. LAG
<br />SCREWS AT EACH ANGLE
<br />
<br />MIN, 2. x 3. X 0,050. S,MB,
<br />(41 #10 S,MS. AT EACH ANGLE
<br />EACH SIDE
<br />
<br />I
<br />
<br />1
<br />~
<br />I
<br />!
<br />
<br />BOX HEADER
<br />3EAD CF CAULKING ALONG TO? OF
<br />BOX HEAOE,'l,
<br />
<br />#10. '.' '2,. 'NASHE;:l, HEAD S.M,S,
<br />-;-'POUGc; SOX HEADER '2' OC.
<br />,';TO~CST STRUCT1J?E
<br />
<br />NCTES:
<br />1 ;~"";~"'1 "'CS7 STRUC-:l.1RE is \MSC~~Y
<br />'JSE ','~. x: ~-1/~. :R!\'E ?~.~S C~
<br />.,,'4" x: 2.~,4. :rH_i~DE~30:"'-:S
<br />
<br />2 :;'S::~:!'::Y::~'C!I:!.G SL:3iASC:A
<br />,O,.,..,r .,,'l, ; AIL::. r'c<ST NI,r\
<br />.'0 x:;" S.'A S,
<br />
<br />~~-
<br />...q:.-' ..,~" ..
<br />
<br />'i~
<br />
<br />:-----:
<br />
<br />.J
<br />
<br />'~ LJ
<br />i i
<br />@ I ';
<br />1
<br />@
<br />~
<br />
<br />A . WIDTH REQUIRED FOR GUTTER
<br />S . OVERI1ANG DiMENSION
<br />
<br />8EA... TO WAlL CONNECTION: t'- A -/
<br />
<br />(2) Z' X Z' X 0.060" EXTERNAL Y ,IAOUNTED ANGLES ArT ACHED TO WOOD WALL ',vITH MINIMUM
<br />(2)318' X 2. LAG SCREWS PER SIDE OR (2) 1/4' X 2-'14" CONCRETE ANCHORS TO CONCRETE OR
<br />MASONRY WAll ADO (1) ANCHOR PER SIDE FOR EACH iNCH OF 6EA.l,4 DEPTH l.ARGER THAN).
<br />
<br />(AlTERNATE) (1) 1-314. x 1-314' x 1-314. x 1/8' INTERNAL U-GLl? ArTACHED TO WOOD WAll W1rrl
<br />MIN, (3) 318. X Z' LAG SCREWS ?ER SIDE OR (3) '14" X 2..114' CONCRETE ANCHOPS TO CONCRETE
<br />OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTI LEVERED SEA',!
<br />DEPTH l.ARGER T'riAN 3"
<br />
<br />RECEIVING CHANNEL OVER 8EAM
<br />ANGLE PROVIDE 0.060. SPACER
<br />AT RECEIVING CHA....NEL ANCHOR
<br />FOINTS. (2) #10 X 2,1a' S.M.S.
<br />AT RAFTER TAILS OR 2" ON CENTER
<br />MAX. WITH Z' x 6' sua FASCtA
<br />
<br />
<br />NOTCH ANGLE OPTIONAl
<br />
<br />MUST REMAiN FOR A'IGLE
<br />STRENGTH
<br />J---....-- 2".6' SELF MATING BEAM IV1TH
<br />(4) #10 Sl-<EET METAL SCREWS AT
<br />EACH ANGLE EACH SlOE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
<br />
<br />...J
<br />-<
<br />:)
<br />U) Z
<br />~ -<
<br />o ~
<br />o z
<br />a:: 0
<br />U)
<br />U)U)w
<br />U) W ...J
<br />:sOm
<br />o ~ ~
<br />~a::r-
<br />...J :) Z
<br />>- ~ 0
<br />z 0 f=
<br />;> ~ 0
<br />z tn ~
<br />!1J
<br />W ~
<br />!Y :)
<br />o z
<br />U) ~
<br />:)
<br />...J
<br /><
<br />
<br />'-
<br />'~
<br />W~
<br />~ ~ ~
<br />.. <: ~
<br />~o..J.. "1"
<br />~ U .""
<br />Q),-<~
<br />c~z:"'.o
<br />COJo~",
<br /><>:,...;2
<br />Q)'l.<-,;.
<br />cnSagie
<br />.~;=;';
<br />W2556"'-
<br />Q);;~~~
<br />ujj~~~
<br />c ~ .. I!J
<br />Q)i3><....
<br />"-~
<br />3~o
<br />ro-:i
<br />-l
<br />
<br />
<br />6A
<br />
<br />OF 6
<br />
|