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<br />IeAYUAN III D
<br />Addre75/IF4,,ir-/Lmall
<br />1 Memorial Drive
<br />R1chFui d, VT 05TI7b
<br />I1 1 2) 2S T 191 BE _:+1
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<br />Joe Lundlne
<br />Address,/F ,rr /Enlall
<br />402 Etl-yII.Y
<br />Wilkton, VT 0-549
<br />(662)2`--9991
<br />iCC. lurid irlcLi)lk _Iproducts.I_C In -I
<br />O1.1.111 tV A' r. _r, Raprea_rtative,
<br />Jnc Iln'dlnr.
<br />Arldrw ;/lEr./Finall
<br />Tn PJ y.r cIr
<br />Williston, VT D5405
<br />Cb21 L'S.. )T91
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<br />C re,4ory
<br />Ilanrl W,'Illr,
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<br />( 1mDllfin. r1. trlod
<br />FValuaticn R.epert trim n Florida R gistered Aril ect or a Llcereed
<br />Florida Pr, _1 -or,al Frglrew
<br />EVUI F.li ql P,-pl_II HI, Idl_ 1-1Y R., iv I
<br />Fl,reaLn r Cr Ar Tilet Name who
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<br />Quality A=Fi r- nC Fnflfl
<br />Ar hit-', jl T-SHnQ, 1nr
<br />QT IIty A>eCranr_ Contract LrT:Latlon Date
<br />1 N Jl/2U
<br />Valldated by
<br />Steven F4IJF Ic. h, PL
<br />Vah.l3[ierl ChccFIL-t - Har'd_sFY k.xciw_d
<br />C .rflticat:. f inrlrq-l<-r1lt nCi,
<br />FI 1 iiTi-F,; (:C)T T.' r' 1 R,I 'v rNl- rfHf T
<br />T
<br />notrrenced c tandad and Y1:ar (,it F;tandErd)
<br />stain lat:LI
<br />Year
<br />ASTM DI9L'3
<br />%ill
<br />A51 M D.'643
<br />2010
<br />ASTM D3679
<br />_i Il 1
<br />ASTM Do75
<br />2010
<br />ASTM Dc3.
<br />20n3
<br />AglM L330
<br />2002
<br />ASTM E330
<br />1014
<br />A6TM LA 55 USa
<br />2t1155
<br />LquIvalence :T Product Standards
<br />(:or Ufi A b i
<br />of I -I Ll n _d profL-II"IdI 6JUuuer or Al ehil ect
<br />1 bS17J I,.i lUf1' __ "r ll ftll,.�f
<br />_�CUorls fiuD1 U" Cr �IJc
<br />I1r, IJucL APp' -:BSI Method
<br />Method 1 Uption D
<br />D,tu S,I
<br />1-2/0 /1L11 /
<br />Date. Valldafe,-
<br />I. -'/I l/7O1 /
<br />Date PerL.OIni FBC Approval
<br />1'/2O/21i17
<br />/,-11100 FRAMING
<br />.1MLFS INSiµLEp_
<br />] O 24' ox FNm
<br />_ O
<br />FRAMING
<br />1=1N y IIISMLLEO 10 ]♦' O.C.
<br />MA% (INTO WU(JiJ) DN f-(NANNFL
<br />/"_
<br />(0 M.-1
<br />f) INiTNLEU
<br />g0U0H
<br />IEG OR T-NAIL a 12' OMC. M/
<br />(INIU MN YIEIEI'yA5(X(ry)
<br />FAY.M 016'
<br />L)
<br />-
<br />SiAPIfS wSTALLEe O
<br />f12' 0-C." ANN
<br />/_ WORD) IN F-crPNNEL
<br />SIT F., INb .=
<br />O 12" -L FIMI
<br />' (wm N
<br />STAPLE
<br />INSTAIIEO
<br />] SLOT OR i-Nw11 0 -
<br />S 1,
<br />] J-CHM'NEL 5'.Oi
<br />N-,
<br />Nall KEM Wu \
<br />IN VALLEYS
<br />1 .JUFIIt�� /
<br />�f
<br />i!' O.C. W% (INIU
<br />WNCRFTF/MAy(WR5')
<br />G ONT-NN O 1l'
<br />5 O.C.AN% (IM0
<br />/'l �-GUNNEL
<br />�7
<br />7 1, a`DFFlif
<br />WNCgLTL/4USUNYTY)
<br />1/8" MAX.-
<br />/'-i�J-C.RM I-!
<br />'"-CONCRETE. �J
<br />-CONCRETE.
<br />�FA
<br />/
<br />GMU OR 1/B' MAX.
<br />WOODWO
<br />CMUOOR
<br />(NOTE 1)
<br />1/8- MAX
<br />DETA_II, A B
<br />_DETAIL
<br />DETAIL C
<br />FASCIA F-CHANNEI,
<br />-2X2 WOOD BATTEN 11 14 ,J-CHANNEL
<br />I ;IAKyI sw R1 0
<br />O J.L- Mnx prrt0
<br />W000) N J CIIA'Kl
<br />WI
<br />STAPI ES INSTALLED
<br />O 24` O.C. INTO 2X2 WOOD BAITFN��
<br />IFUWNG-INSTAW,11Un SIHEM, /Q
<br />TATTER ATTACHMENT `yyyBCCC�
<br />FASTENER SEALED 2.'J ll)
<br />`J / LN%. O.C. `.TARES INSTALIEU0 24- INTO
<br />/ xA Nc
<br />.IAt+LES Iry SIN Fn J ODU VAFW OR
<br />THING SO.10 BATTEN
<br />(wT0 WOOD) w ATtnC11MEMT F.t<dENER
<br />_ ] W J-CNNEI SLLJIN 5 o 24. . u.G
<br />OR T-NAIL O 12-
<br />v c. Mnx (wry
<br />��50F{'1I� �I CONCREIEJNA90HR1�
<br />Ur� JCHANNEL�
<br />/
<br />1/8" MAX. 07SIWUS w;yALtED o_.
<br />1z' pw MA% DNTG
<br />wono) .J-CHANNEL i-T
<br />slur
<br />1/8" MAX.
<br />��-CONORETE,
<br />"" OR
<br />DETAIL D DETAIL E (o°° I, DETAIL F
<br />J-CIIANN EI, J-CHANNEL -
<br />FASCIA J-CIIANNF•1.
<br />INII F. I: MINIMUM SPRUCE -PINE -FIR FRAMING 0 24" O.(_ OR CCINCRLTL/MASONRY. FASCIA
<br />EUILDINIC CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST HL MET.
<br />Rofiu1 J. Anuuw, P E
<br />FH4, P E NP 49752
<br />KAYCAN LTD 4
<br />N � r
<br />VINYL SOFFIT - SOLID AND VENTED 0
<br />n
<br />WITH SINGLE SPANS 4
<br />INSTALLATION ANCHORAGE DETAILS
<br />GENERAL NOTES; - '-' ` 2
<br />DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) W
<br />1, THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE INSTALLATION METHOD DESIGN PRESSURE NET FREE AREA NET FREE AREA �'
<br />VOLUMESRENT EDITION OF THEHIFLORIDA BUILDING COUP- BUILDING AND RDSIDENTHE VINYL SOFFIT SERIES (SEE NOTE 21 (PSF) (SEE NOTE 1) (SO. IN.ILINFAL FT.) (SO. INJSO. FT.)
<br />VOLUMES EXCLUDING THE HIGH vELUL'I TY HURRICANE ZONE (TYRO n r THE _
<br />DESIGN PRF.SSURKS SHOWN ON SHEET 1 THESE PRODUCTS WERE I ESTED FASCIA / J-CHANNEL y
<br />TO ASTM F330.14. STRUCTURAL TEST RESULTS BASED ON ASTM fi33biq +66]/-63-3 N A N A
<br />12" TRIPLE 4 SOLID FASCW / F-CHANNEL / /
<br />WERE DIVIDED BY 1.6 AS REQUIRED BV THE BUILDING CODE. N0. 0623 SCUD SOFFIT J-CHANNEL / J-CHANNEL
<br />2. DESIGN PRESSURE (UP) RATINGS SHOWN ON THIS SHFF.T ARE BASED ON 10" F-CHANNEL / F-CNANNCi +66-7/-60 N/A N/A
<br />EAVE WIDTHS IN SINGLE SPANS. SPAN WI DTH9 AT I U 12'. 14"AND 18"ARL FASCIA J-CHANNEL
<br />/ NEL
<br />SWNET u�
<br />HOON Si3F M2. 12" TRIPLE 4 Flllt-O-VENT FASCIA/ F-CHANNFI }66.7/-56.7 4. 111 4.18
<br />3. THE PRODUCT DETAILS GUNTAINED HEREIN ARE BASED UPON TESTING ND. 0622 VENTED SOFFIT J-CHANNEL / J-CHANNEL "�- V U
<br />PERFORMED AT MOCIMOARCIMPCTURAI, PRODUCT TESTING, 11410 EDEN F-CHANNEL/F-CHANNEL +66.7/-66.7 418 4.18 u,
<br />ROAD. YORK, PA 1740. FASCIA / J-CHANNEL / pp >
<br />r eb.7 -60 4.18 4.18 F- 20 z
<br />4. ADEQUACY OF TI 1E rXISTNU S I ltUCTLJRAI. CONCRETE, MAS(MRY AND 12" TRIPLE 4 FULL-O-VENT ECO FASCIA / F-CHANNEL r J S p A. x
<br />NO. OB N T ---- -- - It -
<br />WOOD FRAMINU COMPRISING THE ArFAC 38 VENTED SOFT J-CHANNEL J-CHANNEL
<br />HMENI SUBSTRATE BSTH EFfIN THE. / +66,7/-60 4.18 4.18 `cr O g0. y SOFFIT SHALL BE DETERMINED TO HH (:ARABLE OF WITHSTANDING AND F-CHANNEL / F-CHANNEL
<br />iRANSFFRRING APPLIED PRODUCT LOADS 10 THAT STRUCTURE AND IS I HE-
<br />4ZZ-
<br />RESPONSIBII ITY OF THE ARCHITECT OR ENGTNEER OF RECORD FOR THE NOTE 1: DESIGN PRESSURE RAIINUS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON VOSd BASIC WIND SPEEDS. THUS PROJECT O ? G $k $
<br />PROJECT DE`.," PRFSSURES AS UETCRIAINFD MOM ASCE 7-10 BASED ON VUIt BASIC WIND SPEEDS ARL PERMITTED TO RE MULTIPLIED BY 0.6 PER TI IF � N "g
<br />ua CURRENT EDFRON OF THE FLORIDA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE.�I-
<br />nz0Fi
<br />fi. OVE
<br />RHANGS RECEIVING F o0F ITS L i HAL OE Cf FCKF_ O -
<br />DF-R STRUC URA -
<br />r L
<br />NOT CE H - -
<br />ADEUUACV,DAMAGE:, CRACKS OR DEFECTS THAT MAY PRECLUDE THE E 2 S S EEr 2 FOR DESIGN PRESSURES AT 10 12", l4" AND 16". SEE SHEETS J ANU 4 FOR $IFIGLE SPAN INS IALLATIONS FOR
<br />SOFPIT FROM PERFORMING US INTENDED FUNCTIONS. SUCH DEFECTS TRUSS/WO GO FRAMING CANTILEVER AND OVERHANG EAVE CONSTRUCTION. SEE SHEET 5 FOR CONNECTION DEiAILA yy
<br />.�- ... -.
<br />SHALL BE EUMINA I EU PRIOR TO SOhF1T INSTALLATION.
<br />6 INSTALLAI ION OF SOFFIT ANB ACCESSORIES SUCH AS CORNER POSTS. e 9 w�
<br />STARTER S'1 RIPS, AND TRIM AROUND OPENINGS SHALL BE DONt IN
<br />ACCORDANCE WITH TI IF CURRENT EUN10N OF THE FLORIDA RU4.OING CODE
<br />- BUR [')]NO AND RESIDENTIAL VOLUMES AND THE MANUNACTURFR'S
<br />INSTRUCTIONS.
<br />7, SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING
<br />REQUIRE FURTHER ENGINHEHING EVALUATION BY A UCENSED ENGINEFR ON
<br />REGISTERED ARCI IITECT
<br />R. SOFHf St TALL BE LARFI FD IN ACCORDANCE- WITH IH1: CURRENT EDITION OF
<br />THE PLORICA BUILDING CUUB
<br />B SOFFIT NET FRFF AREA IN ACCORDANCE WITH I HL CURRENT FDITION OF
<br />1 HE FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT
<br />SCHEDULE ON SHE.F F 1. Rvbgn J. arWx wo. O
<br />ID MAIERIALs: .F
<br />- .. -. r1u,Iaw ✓.t..- Au752
<br />101 (� .1. KAYCAN Hl111 TIINPRODUCT$ B_TABLE OF CONTENT VINYL SOFFIT AND TRIM
<br />MAN UFACTURED FROM A TORMU I. A T E:U PVC POWDER COMPOUND SHEET DESCRIPTION
<br />MEF HNO THE SPECIFICATIONS OF ASTM D3679 1 GENERAL NOTES AND PERFORMANCE RATINGS
<br />10.2. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM 15 MANUFAW UIR[D FROM 2 INSTAL I A"ION NOTES AND UP RATINGS At VARi0l1$ SPANS
<br />ALLOY WITH AS M E8 TESTED TENSII F B IRENGTII OF 21 KSI
<br />AND YIELD STRENGTH OF 988 KSI 3 INSTALLAHUN DETAILS, CANT IL.FVCR CUN5IRLJCFION
<br />4 INSTALLATION DETAILS. OVERHAND CONSTRUCTION
<br />$ INSTALLATION DETAILS A THROUGH F
<br />6 SOFFIT PROFILES
<br />7 CHANNEL AND FASCIA PRO FI LF5 / BON / SOFFIT SCHEDUI F
<br />TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION
<br />- SPAN "L" SPAN "L" ---�'
<br />~--EAVE WIDTH -EAVE WIDTH
<br />(ROOF /" J {ZOO
<br />OVERHANG)=" OVERHANG)
<br />�--- ��-CQNCRCFE.
<br />SOFFIT-
<br />CMU OR ?v SOFFIT / -CONCRFTI
<br />�` WDOD SFF DETAIL "D"-� SEE OFFAL: "C'�-
<br />SEE DETAIL "A -/ SEE DETAIL "R"-� - (NOTE 1) CMU OR
<br />I&I
<br />F,AVE CROSS-SECTION EAVE CROSS-SECTION (NOL, 1)
<br />SINGLE SPAN W/F-CHANNEL SiNGLE SPAN W/,i-CHANNELS_
<br />F-CHANNEL @ WALL, FASCIA W FASC'IA END ,I -CHANNEL LRI WALL AND FASCIA END
<br />l
<br />SEE DETAIL "A"��/
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN WI -CHANNEL
<br />)-CHANNEL (_' WALL. FASCIA I.1 FASCIA ILND
<br />WIDTH
<br />F
<br />HANG)
<br />:ONCREFE.
<br />:MLI OR
<br />WOOD
<br />NOTE I)
<br />SEE SIIEET 2 FOR INSTALLATION
<br />NOTES, FASTENER SCHEDULE AND
<br />DESIGN PRESSURE PERFORMANCE
<br />RATING TABLES. SEE S11EET 5 OR
<br />DETAILS A, B, C & D.
<br />NOTE 1, MINIMUM SPRUCE -PINE -FIR FRAMING 0 24' C.C.
<br />OR CONC RFTE/MASONRY. BUILDING CODE REUUIRLMIFTSS
<br />FOR 5UUSTRATE MATERIAL MUST BE MLI,
<br />N g
<br />W
<br />.>•n 45
<br />0.084 004 G p V
<br />DETAIL A
<br />12" I RIPLL 4 SOLID SOFFIT - VINYL N0. 623 W I
<br />�1171
<br />21
<br />yO¢4f(41LY_) -375
<br />z
<br />G
<br />Yi
<br />DDT -
<br />DETAIL A JAIR
<br />12" 1 RIPLF. 4 FULL S->-VEN I SOFFIT VINYL - NO. 622
<br />1 45-�-
<br />j AJ E Nu. ,l
<br />3 P y -
<br />06 038CIE
<br />}
<br />-_�-yT' _--�1/---y-
<br />gC1AIL A
<br />'12" TRIP! F 4 F(Jl 1_ O--VENT SOFFIT FCC) - VINYL - NO. 61. 9
<br />VINYL SOFFIT INSTALLATION INSTRUCTIONS
<br />DP RATINGS AT VARIOUS SPANS
<br />o
<br />INSTA _TION NOTES:
<br />DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS
<br />`
<br />M1
<br />1 LAVE WIDTHS(SPAN3)
<br />72"TRIPLE450LID/NO.062350LID SOFFIT 12"TNPLE4FULL-O-VENTECO/NO.0639
<br />VENTED SOFFIT
<br />Q
<br />w
<br />0$
<br />1. 1, THL INSTALLATION CROSS SEC I IONS SHOWN ON$11FETS 3 AND 4 DEPICT SINGI.F
<br />INSTALLATION
<br />Singlf pan Single Span
<br />INSTALLATION
<br />siij
<br />ro t
<br />SPANS FOR EAVE CON$I RUCTION OF TRUSSIWOOD FRAMING IN EITHER
<br />DETAILS A THRU F Positive Negative
<br />"C
<br />DETAIISATHRUF Positive Negative
<br />d
<br />CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, IHISDOES NOT IMIT
<br />.,L" Length
<br />Length
<br />(SHEETS
<br />SHEETS
<br />SOFFIT INSTALLAI ION TO THESE CONFIGURATIONS ONLYAS LONG AS MINIMUM
<br />IASTENFRREQUIREMENT SAND SPAN LIMITS ARE MAINTAINED .
<br />__ _ _
<br />D&Co,E&F (1 .633 10
<br />-
<br />U&Cor E & F 66.7 - -60.0
<br />10
<br />C 60.0
<br />-
<br />A_&BorA_&C 66.7 60.0
<br />12 St C TABLE ON THIS SLIEET FOR SPANS OE tU". 12', WAND 18`.
<br />--- - -A&BorA&-8fi.1 --
<br />D&corE&F 55.6 •52.8
<br />D&Curt&F 65.650.0
<br />2. INSiALLATIONEASTENERS
<br />12 12
<br />A&ROrA&C SS.B i50.0
<br />A&BorA&C 55.6 7s0.0
<br />a
<br />R
<br />_
<br />ur[&r 47.6 -45.2
<br />D&Cor E&E 47.6 -42.9
<br />OFF
<br />3Gs
<br />2.1 FASTENERS SHALL DC THE TYPE. SIZE. EMtlEDMFNTAND EDGE DISTANCED&C
<br />SHOWN
<br />lq - - - 14
<br />42.9
<br />A&BorA&C 47.6 .42.9
<br />HFREINrORRESPECTIVESH63"rRATE SEE FASTENERSCHEDUL£TABLE ON THIS
<br />A&BorA&C 97.6
<br />--_D&corE&F
<br />SH LLI
<br />41.7 -39.6- 1S
<br />16
<br />_ D&CorE&F 41.7 -37,S
<br />JAn>
<br />MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INGLUUING BUT NOT LIMITED TO
<br />_ A &BorA & C 41.7 -37.5 _
<br />A &BorA & C 41.7 -37.5
<br />u <
<br />. _.
<br />STUCCO, FOAM. BRICK VENEER AND SIDING). EDGE DISTANCES T ALL BE SUCH TO
<br />PREVENTIVE CRACKING OF SUBSTRATE MATERIAL.
<br />12"TRIPLE4FULL-O-VENT/NO.0622VENTEDSOFFIT
<br />n�o'-�
<br />_.3. FASTENER LENGTHSSHOWN IN THE INSTALLATION DETAILS DO NOT TAKE
<br />INSTALLATION
<br />SingiP Span
<br />z'V r'§dal
<br />L
<br />.ACCUUN I WALL FINISHES. WAI I FINISH THICKNESS SHALL HE ADDED TO THE
<br />TADLL ON THIS SHEET
<br />DETAILS A THRU F Po41Bve Negative
<br />Length l
<br />a
<br />1 4
<br />F
<br />KEOUIRED FASTENER LENGTHS. SEE F ASLHNFR SCHEDULE
<br />SHEETS
<br />Z 1 m0
<br />3�wT Za
<br />St
<br />3 2)(2 NOMINAL BATTEN INSTALLAI IUN TO SUPPORTING SUBSTRATE STRUC I DIRE IS THE
<br />LOT OF RECORD.
<br />_
<br />10 D & C or E & F 66.7 _ _-56.7
<br />32
<br />RESPONSIBILITY UL 1lit LNCINEER OR ARCI 111
<br />_ A&BorA&C 66.7 GG.7
<br />pH
<br />y0
<br />I. AL I FASTENERS SHALL HAVE CORROSION RESISTANT COATiNUS OR RE MADE OF
<br />12 D & C ul E & F _ 55.6 -47.3
<br />A&8or A&C 55.6
<br />r
<br />0
<br />J
<br />,b., `'�
<br />CORROSION RESISTANTMATLRIALS COMPATIBLE WITH THE SUBSTRATE MATERIAIS.
<br />ON EHEE19
<br />.55.6
<br />D & C Or E & F 47.6 -40.5
<br />RV
<br />1- SEE AJl ALLATION MOUNTINri DETAILS AND ILLUSTRATIVE INSTALLATIONS
<br />14
<br />A&BorA&C 47.6 .47.6
<br />EI,•'-
<br />4 NOfi 3. A
<br />lU
<br />q-]! 4
<br />[ A1.7
<br />16 D& DrF&F
<br />t'
<br />A&BorA&C 41,7
<br />FASTENER SCHEDULE _
<br />-MN� NT conrnNCL
<br />r",.TrNr.Nue RIP ,oN .n „Ta.n '
<br />cn
<br />0.097" UTAMEILH x CONCHIAL 1- I/4-
<br />t T-NAIL OR MASONRY
<br />0.072' DIAMETER % WVUD 1-.0' 1/4"
<br />1-3/4" TRIM NAIL
<br />mJ. A-,.
<br />16 GA X 7/10" WIDTH
<br />CROWN `.MAPLE I" MIN. W000 7/8' 1/4"
<br />FNGTH
<br />IFG x 3" IH WOOD -GREW
<br />OR M8 , 3' Fit TAPPING WOOL) 1-1/z' 5/8`
<br />SCRLw. ...
<br />4/16" ITW TA,--.CON(:Hi1F 1• I_.1/D"
<br />f,ONCRt ;T SCREW I. MASONRY
<br />NgTE EMDCDMh NT BASED ON NOMINAL LENGTH OF FASTENER
<br />IKKUIIut, SorrE OR CHANNEL INTO ',JrORTING GUUSIROL W/O
<br />WALL FINISHES. WHERE WALL IINISHES ARF PRFSFNr, THE FASTENER
<br />LENGTH WILL BE INCREASED AS REQUIRED TO MAINTAIN EMNFDMFNI
<br />) HIH INTO SUPPORTING St7RSTRATE. _ ____ _ _
<br />IRUSS/FRAMING OVERHANG FAVE CONSTRUCTION
<br />SEE DLIAIL "A-
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN W/F-CHANNEL
<br />F�CHANNFI , WALL, FAS(:IA0 FASCIA END
<br />F- - .. SPAN 'L- ----W"h
<br />WIDTH
<br />)F
<br />81ANG) -
<br />\ "-LAVE 11IUli1
<br />\\1(ROOF
<br />OVFR1LAW,)
<br />I~
<br />ONCP,ETE. --- - CONCRETE.
<br />;MU OR CMU ORF
<br />W;v
<br />b
<br />\
<br />NOOD -tom SOFFIT // WOOD
<br />A
<br />Y�
<br />;NOTE 1) •J NOTE 1
<br />SEE DIZAIL "F" SEE DETAIL 'E' ( )
<br />EAVE CROSS-SECTION
<br />b
<br />L
<br />SIN(,LE SPAN W/J CHANNELS
<br />fi
<br />s
<br />-.I-CH 1NNEL(9 WALL AND FASCIA END
<br />> C)
<br />EAVE WIDTH
<br />(ROOT'
<br />OVFRHANG)
<br />\�--EAVE WIDTH
<br />(ROOT
<br />OVERRAN;)
<br />�l �1_11T
<br />cm I OIL, / -CDN RIFT
<br />OR(Mtl OR I --J CMU OHWOOD / WOOD
<br />/� (NOTE 1) =r' SOFFIT--''` (NOVL 1)
<br />SEE DETAIL "A' SEE DETAIL "E"-� SEE DETAIL "F"-' SLL DETAIL -B.�
<br />EAVE CROSS-SECTION EAVE CROSS-SECTION
<br />SINGLE SPAN W/J-CIIANNEL SINGLE SPAN W/F-CIIANNEI.
<br />.HCIEANNEI.(.L M'ALL, FASCIA pp FASCIA END F-CIIANNEL(, WALL,J.CHANNELG, FASCIA END
<br />SEE SHT ET Z FOR INSTALLATION NOTES, FASTENER SCIIEDULE AND DESIGN PRESSIJKE
<br />PERFORMANl E RATING 'TABLES. SEE SHEET5 OR DETAILS A, B, E & F.
<br />NOTE i. MINIMUM SPRUCE -FINE -FIR FRAMINC 10 24" O.C. OR CUNCRETE/MASONRT, BUILDING CODE
<br />NEOUIREMENTS FOP. SUBSTRATE MATFRIAI MUST FTF MFT,
<br />BILL OF MATERIALS
<br />0
<br />` UCbCH TIfJN MAILHwI
<br />C i r I 'o,"I SEE 5CHEDU F ON SHI,ET I AND DRAWINGS
<br />_ VINYL
<br />7 1 CKANNt_ - SEE GNAWING 1 \IrELT 7 (SEE NOTE 0 IN '.MEET I)
<br />i J CIWINEL ..Y.F nRnWl 0 ON lHEtT )
<br />o. 1a ;> TTT 05FFF?6 4 FP IA SEE uHAwNG ON v[r 7 - ALudi7uM
<br />_ .. -(SEE NO '0 ON SHRIFT 1)
<br />I 4 0.097" OIAMTFIR x 1 1!2" T.NAIL FOR CDNCRETE AND "IFEI
<br />1,499 0,04� a MA DNft SUF;.INArLS _. -
<br />1.54 0.07L- OAMETER % I 3/4' TRIM NAIL STEEL
<br />�1 C' M1 GP. 7/10` WIJ 11 G(DWN tiTAPLE 1- IN LENGTH STEEL
<br />1 /G J--CHANN LL/-r RIM N +q SS fF WOOD 5(:NFw OR B r 3 FF TAPING STEn.
<br />VINYL (No, 1 1 00)
<br />1,'J :K W.. MSF,u i9 ATTACH KAI FEN r4 #S.DQ..STRUCiU IrJr _
<br />9 T 1G nW TAPCON CONCRETE SCREW, MIN
<br />[µCICOMlNI STEEL
<br />0.0?' I, 2- % 2" NDMINAL WnDD Dn1TFN SG 0.42 MIN. .BCD
<br />1`1'''5 VINYL SOFFIT AND TRIM SCHEDULF
<br />4" FASCIA VINYL SOFFIT
<br />SMOG I H SERIES J"CHANNEL F-CHANNEL FASCIA
<br />18 51` .1 ALUMINUM z TmPLL 4 SoiID
<br />(No. 9l00) NO. 0623 soIID
<br />SOFFIT
<br />12" TRIPI IF 4
<br />'2 •�1D-J FULL -0-VENT 1/2" ,I-CHANIJCL 1/7" F-CFIANNEL 4` FASCIA
<br />NO. 0622 VFNIEU VINYL VINYL ALUMINUM
<br />.775 SOFFIT NO. 1100 No- 1178 NO. 9/00
<br />/ hO 1Jf� 12" TRIPLE 4
<br />FU .I O-VENT ECO
<br />O,O� - NO U639 VENTED
<br />RG 1 6 0.04 OFF11
<br />1 /2" F CHANNLLIT RIM
<br />VINY- (No. 117R)
<br />o m
<br />
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