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<br />,-. = I.150T F1 -' ;I 2&,_0 •' nvl-Sofht
<br />.-,'-.tarld.7dor'.7
<br />y(
<br />Year
<br />ASTM D 114
<br />?01 2
<br />AS I M D2G43
<br />2010
<br />ASTM D3679
<br />?011
<br />ASTM D635
<br />2010
<br />ASTM D63R
<br />- -
<br />ASTM E330
<br />ASTM F--;7tO
<br />- ...
<br />Ai• I M G 3 `_J U 4U
<br />2. I•.
<br />Fonda Lu.cN,l+;J lYofQ: IDrb El nlfnCOt 1-11 AlCI11t cl:
<br />,r?!T1t
<br />Method I UpLIOn D
<br />12/12f2U1/
<br />- _ O
<br />/
<br />STAPLES 0.1 I
<br />O 2+• O.C. INTO
<br />mAMIND
<br />W000 FRAMING
<br />OSI(INTO INSrAIlm 0 24' O.C.
<br />MLE (TOR W0001 UN
<br />O.0 Maw
<br />/
<br />n4
<br />C6) WSTN IEb
<br />LED OR T_NNL • u- o.c MAXlJt
<br />'
<br />(INIC "IN.H M/MASOMl
<br />/
<br />�
<br />THgOUCN
<br />FASCM 014'
<br />D.C. MA%
<br />--STAMPS WST+LLED 0
<br />VAX, (WTO
<br />WN FA INSTATED
<br />l %� tirw F.
<br />Ai
<br />`
<br />.0 0) '
<br />W000) W F-CNNAAE:
<br />SLOT 0
<br />'A
<br />"'•
<br />CWtt1 W000) N
<br />(
<br />j J{NANNEL B.OT
<br />I,;s14LI.Lu
<br />.I IEM AND
<br />n VAl1EY4
<br />soFFlr-
<br />O /F
<br />c m (I
<br />oe. 14AN tIMU
<br />/ S FANr f/MASONRY)
<br />l
<br />5 oA T-NM a ta'
<br />J O.C.. MAx (INro
<br />mO Ert/_O..)
<br />/�\F CiuNNE)✓
<br />1�S
<br />01
<br />`'/
<br />�F SOI ELT( 1/6" MAX
<br />_CMU
<br />©J CIMMti
<br />\
<br />-CONCREIE.
<br />--��
<br />161FA5
<br />\_J-CHNJNG(7
<br />ORE.
<br />CMU OR
<br />/ (NOTE 1)
<br />1/8" MAX.
<br />C.UW000 R
<br />(NOTE 1)
<br />1/8' MAX. J
<br />DETAIL A DETAIL B DETAII. Cy
<br />FASCIA 1'-C'HANNFI, 2X2 waD BA FN 1 J-CHANNEL
<br />I` STOLES iNSrALLm
<br />U O 24' O C. wIO 2X
<br />FRANWG _ INSTALLATr SERFW. �J
<br />aAR61 ATMCIIMFM
<br />/STAPI ES IN$TALLEO/� / rAS wA SPADED 24• C)
<br />/�- / 0 a1• Oc Wro l� MAN. O.C.
<br />FRAwNa /
<br />STAPLES iNSTALLm
<br />O 12' 0C YAA
<br />(W10 Wool))
<br />7) J-c wNE ,,
<br />T-TIME a 12'
<br />S oc. MAX 'wR
<br />L
<br />_ A /150FIU�-I CONp1ElE/MA40NRY)
<br />111 `f J-clwiNEl%
<br />�\ SwLrrs N>uLITD o_--`-�Sornr (jl �3�
<br />1 D' MAX. SIAPLES WSTALLm All
<br />WOOD) N J-CNANNI �• J-fAMNHEt/Z / �:./ 2+ 0 C. MAX (IMO
<br />MOOD) IN J-CH4JND.
<br />SLOT
<br />MAX. 1/N" MAX.
<br />� I-CUNCKL E.
<br />CMI1 OR
<br />_DETAIL, D DETAIL E DETAIL F
<br />J-CIIANINEL ,I-CIIANNEI.
<br />FASCIA .I -CHANNEL
<br />NlTll, I, MINIMUM SPRUCE -PINE -FIR FRAMING ® 24" O.C. OR CONCROE/MASONRY FASCIA
<br />F3ULr)ING CODE RFQUIPEMrNTS TOR SLIRSTHATC MATERIAL MUST BE MFT.
<br />WAND BATTEN 1 U
<br />�SEMIkS INSI4DED
<br />/ O l4- D.C. INTO O
<br />iRAYINC
<br />s . 3' WOOD SCAM (M
<br />1
<br />MACK SCREW, SATIEN
<br />ENEA
<br />irA(:NNENT FASTENER
<br />PACE) 7i MAX .0
<br />`xjvF .' II
<br />R,.lar! My '...E
<br />• P E -n -11.
<br />KAYCAN LTD
<br />s
<br />VINYL SOFFIT - SOLID AND VENTED
<br />r°
<br />WITH SINGLE SPANS
<br />s
<br />INSTALLATION ANCHORAGE DETAILS
<br />o�
<br />GENERAL NOTES: -__
<br />DESIGNPRESSURE (PSF) RATING AT 10" SPAN (NOTE 2)
<br />1,
<br />� w
<br />�-PRESSURE
<br />THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE
<br />CURRENT EDITION OF FLORIDA BUILDING COOT. BUILDING AND RESIDENTIAL VINYL SOFFYf ffiERIES INSTALLATION METHOD DESIGN PRESSURE NET FREE AREA NET FREE AREA
<br />as
<br />VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVI'IZI AT THE (SEE NOTE 21 (PSF) (SEE NOTE 11 (SO. IN./LINFAL FT.) (SO. IN.1S0. FT.)
<br />. _ -
<br />DESIGN PRESSURES SHOWN ON SHEET 1 THESE PRODUCTS WERE TESTED FASCIA / J-CHANNEL
<br />TO ASTM E330-14. STRUCTURAL TEST RESULTS BASED ON ASTM E330.14 FASCIA F - CHANNEL +66.7/-63.3 N/A N/A
<br />WERE DIVIDED BY 1-5 A3 REUUIHED SY THE BUILDING ODUE. 12" TRIPLE 4 SOLID , _ /
<br />-
<br />NO. 0623 SOLID SOFFIT J-CHANNEL / J-CIW4NEL
<br />2. DESIGN PRESSURE (UP) RATINGS SHOWN ON THIS SI ICCT ARF BASED ON 10" F-CTWNNEL / F_CHANNEL +66.7/-60 N/A N/A
<br />t0
<br />�
<br />r
<br />_
<br />EAVE WIDTI/S IN SINGLE SPANS. SPAN WIDTHS AT 10". 12'. 14'AND 16" A.RE FASCIA / J-CHANNEL
<br />�
<br />n ~
<br />A
<br />4
<br />SHOWN ON SHEET 2. +-68.7/-56.7 4.18 4.1B
<br />12" TRIPLE 4 Flllt- O -vENT FASCIA! F-CNANNFI
<br />vl � 3
<br />f
<br />3. THE PRODUCT DETAILS CUNTAINEO HEREIN ARE BASFO UPON TESTING NO. 0822 VENTED SOFFIT J-CHANNEL / J-CIiANN0.
<br />F - 7 66.7 56.
<br />F-CHANNEL / 4.18
<br />PE a. t e RFURMFD AT MOLIMO ARCIIITFCTURAL PRODUCT
<br />F-CHANNEL
<br />U
<br />z z�
<br />TESTING, T1410 EUEN /
<br />ROAD. YORK. PA 1740.
<br />rl
<br />FASCIA / J-CHANNEL
<br />/- 4.18 4.18
<br />•I ADEQUACY OF TI {f. rxISTINO STRUCTURAL CONCRETE, MASONRY AND 12' I WPLE 4 FULL-O VENT ECO _FASCIA / F-CHANNEL +65. / 60
<br />O L
<br />Z n F Q
<br />!- •,
<br />_
<br />WOOD FRAMING COMPRISING THE ATTACHMENT SUBS IRA I E FOR THE N0. 0838 VENTED SOFFlT J-CHANNEL / J-CHANNEL
<br />+ -
<br />SOFFIT 66'7j RO
<br />?
<br />u v
<br />a Cl
<br />"
<br />SHALL BE DETERMINED TO BE CAPABLE OF Ill I ANDING AND F-CHANNEL / F-CHANNEL 4.19 4.18
<br />rRANSFFRRING
<br />O Q a
<br />It
<br />APPLIED PRODUCT LOADS TO T IAT STRLICI URE AND IS 7HE "' - -
<br />RESPONSIBII ITV OF THE ARCHITECT OR ENGINEER OF ME FOR THE MOTE 1: DESIGN PRESSURE RAI INCS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vold BASIC WIND SPEEDS. THUS PROJECT
<br />Y 0 y ZC
<br />} k.
<br />PROJECT DESIGN PRFSSURES AS DETERMINED FROM ASCL 7-10 BASED ON Volt DASIC WIND SPEEDS ARL PCRMITTED TO RE MULTIPLIED BY 0.6 PER THE
<br />t_w
<br />CURRENT EDITION OF THE FLURNA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE.
<br />OVERHANGS
<br />p
<br />RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL - - " -- - --- - - - -
<br />ADEQUACY• DAMAGE. CRACKS OR DEFECTS THAT MAY PRECI-UUL 111E NOTE 2: -SEE SHEET 2 FOR DESIGN PRESSURES AT 10", 12", 14" AND IS'. SEE SHEETS 3 AND 4 fOR SINGLE $PAN INSTALLATIONS FOR
<br />i
<br />E
<br />SOFFIT FROM PEHFUITMING ITS INIENDFD FUNCTIONS. SUCH DEFECTS TRUSS/WOOD FRAMING CANTILEVER AND OVERHANG EAVL CONSTRUCTION. SEE SHEET S FOR CONNECTION DETAILS.
<br />S'
<br />SNAIL RE ELIMINATED PRIOR TO SOFFIT INSTALLATION. �
<br />15
<br />> w
<br />z
<br />INSTALLATION OF SOFFIT AND ACCESSORIES Sl AS CORNER POST. -
<br />STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DUNt IN
<br />-
<br />ACCORDANCE W I I H I HE CURRENT EDITION OF THE FLORIDA IRI UW G CODE
<br />- BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTUR I'l
<br />INSTRUCTIONS.
<br />SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING
<br />REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER ON
<br />R4GISTERED ARCHITECT
<br />A. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH I HE CURRENT EDITION OF
<br />THE FLORIDA SLOWING CODE.
<br />9 SOFFIT NET FREE AREA IN ACCORDANCE WITH 1 HE CURRENT FDITION OF
<br />1 HE FLORIDA BUILDING CODE ARL SHOWN 1N THE APPROVED BOrm
<br />SCHEDULE ON SHEET I.
<br />Rulxvl J nmu„M., Pc
<br />-- -' -
<br />III MATERIALS: OF CONTENT
<br />TABLE
<br />✓.L rlvHd r"D AW752
<br />101 KAYCAN BUILDING HRODUGTS VINYL SOFFIT AND TRIM IS _
<br />MANUFACTURED FROM A FORMULAI F.D PVC POWDER COMPOUND SHEET UESCRIPTION
<br />MEE TING THE SPECIFICATIONS OF ASTM D3679 1 GENERAL NOTES AND PERFONMANCL RATINGS
<br />102. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM IS MANUFACTURED FROM
<br />ALUMINUM ALLOY WITH ASTM R F. ED TESTED TENSSIRENCTII OF 21 K31 2 INSTALLATION NOTES AND DP RATINGS AT VARIOUS SPANS
<br />AND YIELD STRENGTH OP 9 DB KSI. 3 INSTALLATION DETAILS, CANTILEVER CONSTRUCTION
<br />4 INSTALLATION DETAILS. OVERHANG CONSTRUCTION
<br />5 INSTALLATION UETAILS A THROUGH F
<br />B SOFFIT PROFILES
<br />7 CHANNEL AND FASCIA PROFILES / SON / SOFFIT SCHEDULF
<br />TRUSS/FRAMING CANTILEVER SAVE CONSTRUCTION
<br />_-SPAN 'L" ---_ SPAN "L'
<br />'AVE
<br />AVE WIDTH
<br />%\\\ (RE
<br />OVERHANG)
<br />I�d ---IT
<br />\�\ SOFFIT
<br />SEE DETAIL "A' SEE DETAIL 'B"-
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN W/F-CHANNEL
<br />I•-C'HANNEI. FASCIA A (u' FASCIA END
<br />¢.e SPAN "I --
<br />- SOFFIT �--.-
<br />l-:LE DETAIL 'A"� SLL UEIAIL "C"-:
<br />SAVE CROSS-SECTION
<br />SINGLE SPAN W/J-CHANNEL
<br />J-CHANNEL, WALL. FASCIA CT FASCIA END
<br />CONCRETE,
<br />CMU OR
<br />SOFFIT
<br />WOOD
<br />SEE DETAIL "D"�~ SEE
<br />(NOTE 1)
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN W/J CHANNELS
<br />J-CHANNEL L) WALL AND FASCIA END
<br />E DETAIL '•C-
<br />SAVE WIDTH
<br />(HOOT
<br />OVERHANG)
<br />SAVE WIDTH
<br />(ROOF
<br />OVERHANG)
<br />SEE SHEET 2 FOR INSTALLATION
<br />NOTES, FASTENER SCHEDULE AND
<br />DESIGN PRESSURE PERFORMANCE
<br />RATING TABLES. SEE SHEET 5 OR
<br />�CMIJ ORRL L. DETAILS A I3 C & D.
<br />CMl1 OR 9 7
<br />WOOD
<br />(NOTE I)
<br />NOTE 1. MINIMUM SPHUCE-PINE-FIR FRAMING * 24' O.C.
<br />OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS
<br />FOR SUBSTRATE MAIERIAL MUST BE MLI.
<br />CMU OR
<br />WOOD
<br />(NOTE 1)
<br />��9
<br />--=JMS
<br />J
<br />ps/ OA4
<br />2-
<br /><<�
<br />l-mil-
<br />DETAIL A q _
<br />1: TF)!F'LF 4 SOLIO SOFFIT VINYL - NO. 623 H $
<br />9t }
<br />E y„w gg
<br />m 373 3 t'7 U
<br />A04 i625- ...3.F25-- 244 r� � O
<br />IT
<br />r
<br />V
<br />I
<br />�U 1-y
<br />DETAIL A �
<br />,7 ) lr
<br />1 2 'I RIFFLE 4 FULL-O-VENT SOF F 11 - VINYL_ NO. 621
<br />• �� - -DOZY _-- _.
<br />175
<br />49 3NS --166
<br />11
<br />� 038 i
<br />6FTA(L A
<br />'" I I\'IPI F 4 FUI f_- 0-VENT SOFFIT ECO -- VINYL - NO. h:
<br />VINYL SOFFIT INSTALLATION INSTRUCTIONS
<br />L
<br />DP RATINGS AT VARIOUS SPANS
<br />INSTALLATION NOTE .
<br />DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS
<br />x
<br />I FAVFWIDTNS(SPANSI
<br />IT, TRIPLE 4SOLID/ NO.662TOLID SOFFIT 12"TRIPLE 4FULL-O-VENT
<br />ECO /NO.0639 VENTED SOFFITu
<br />W
<br />' ;
<br />1, 1, THE INSI ALLATION CROSF•SLGIION S.-SHt;wN UN Sr IF E1 S3 AND 4 DE PICT SING I-
<br />INSTALLATION
<br />Single Span Single Span
<br />INSTALLATION
<br />CJ
<br />s
<br />-
<br />SPANS FOR FAVF CONSTRUC I ION OF TRUSSAWOOO FRAMING IN EITHER
<br />-L„ DETAILS A THIRD F PoiitlVe Negative
<br />Length "L"
<br />DETAILS A THRU f Positive Negal
<br />CANTILEVER OR OVERHANG CONFIGURATIONS HOWEVER. THIS DOES NOT I NJI'
<br />AS MINIMUM(SHEET
<br />Le nRBI
<br />5
<br />SHEETS
<br />-
<br />SOFFIT INSTALLATION TO 11 IESF. CONFIGURATIONS ONLY AS LONG
<br />FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINFD.
<br />D g r. o F 65.7 -63.3 10
<br />Dill 66.7 60,0
<br />30 -
<br />A&BorA&C 6ti.7_ -Wo
<br />A&Bol 66.7 -0.0
<br />17. SEE TABLEON THIS SHEET hOH SPANS OF IO". 12'. fa'gNO 1B'.
<br />-
<br />D&CorE&F 55.6 -52,8
<br />0&CorE&F 55.6 -'J0.0
<br />2. INSTALLANONFASTFNFRS
<br />12
<br />A&BorA KC 55.6 -SO.D
<br />A&BorA&C 55.6 -50.0
<br />O F 47.6 -42.9
<br />8
<br />$ ? a
<br />2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN
<br />D & C ur E & F 47.6 _ _45.2 14T
<br />HEREIN FOR RESPECTIVE SUBSTRATE. SLL FASTENER SCHEDULE TABLE ON THIS
<br />A & B OFA & C_ _ 4/.6 -42.9 _
<br />A C _ 4/.6 -42.9
<br />N
<br />SHETr.
<br />D&Cwf&F 4L7 -39:6
<br />18
<br />D a1.7 -77.5
<br />y
<br />_2. MINIMUM EMULDMENT EXCLUDE WALL FINISHES INCLUDING BUT NOT LIMITEDTO
<br />16
<br />A & BorA &C 4]J -37.5
<br />A [ 417 -T7 S
<br />r4
<br />STUCCO. FOAM, BRICK VLNi-hR AND SIDING). EDGE DISTANCES ST TALL BE SUCH TO
<br />_
<br />P+Lj
<br />X
<br />PREVENTIVE CRACKING OF SUBS I HA I F MATERIAL.
<br />12" TRIPLE 4 FULL-O-VENT / NO_.0622 VENTED SOFFIT
<br />'
<br />23. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT 1AKL- INTO
<br />Single Span INSTALLATION
<br />J�b;r
<br />P
<br />ACCOUNT WALL IINISHES WALL FINISH THICKNESS SHALL BE ADDED TO THE
<br />DETAILS A THRU f Positive NegNlve
<br />9 o m D
<br />x. 6
<br />REDUIRPO FASTENER LLNGTHS. SEE FASTFNFR SCHEDULE TA13LL ON THIS SHLEI
<br />Length L SHEET SI
<br />6
<br />3.2X2 NVMINAL DATILN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE
<br />_
<br />D&CorE&F 66.7 __-56.7
<br />10
<br />ii
<br />RFSPONSIBIL.II Y OF THE ENGINEER OR ARCI Jill OF RECORD.
<br />A&BorA&C 66.1 66.7
<br />4. All FASTENERS SHALL HAVE CORROSION RESISTAN 1 COATINGS OR Br MADE OF
<br />12 D & C JI E & f 55.G -47J
<br />z
<br />7 1
<br />1
<br />CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MAI LRIALS.
<br />A & BorA & E 55.6 _ -SS.E
<br />-
<br />[ 1+4
<br />5 SEE INSTALLATION MOUNTING DETAILS Al ILLUSTRATIVE INSTALLATIONS ON SHEETS
<br />14 D &CorE & F 47.6 -A0.5
<br />A1'• r
<br />3.4 AND 5.
<br />A&BorA&C 47.6 -47.6
<br />I
<br />D&CarF&F 41.7 -35.4
<br />`V
<br />_
<br />16 All 417 -41.7
<br />FASTENER SCHEDULE
<br />rw.r.Neaow-wont« <n MNN'';"A cwT Mor.nc
<br />OOB7" DIAMEILI: X CCITT L I
<br />I -1/2' 1-NAIL OR MASONRY
<br />0-072" DIAMETER X WOOD 1-3/4' 1/4-
<br />1 -'/4" TRIM NAIL
<br />R.AN4 J, AiroNfO,PE
<br />F.Aa H.L No 4dr-.1
<br />16 GA % 7/I0" WIDTH- -- -- - - ---
<br />_
<br />CROWN STAPLE I" MIN. WOOD 7/8 1/4
<br />LEND IH
<br />YA . 3' Ri Wool) £CREW
<br />OR /a A S" FN TAPPING WOOD 1 I/2' S/8'
<br />SCRLW.
<br />3/1G- ITW TAP(X)N CONCRETE i• 1_1/B+
<br />CON(:RTTT SCREW OR MASONRY
<br />NOTE 1: EMBEDMENT RntihU ON NOMINAL LENGTH OF FnSTENER
<br />TMROIKAI SOFFIT UN OHANNFI INTO 'UI`MC VINO SUOSIHAtE W/O
<br />WAIT HNIS"HES. WI?Rt WALL FINISHES ARE I'NESLN I, Rlr JA`-_IUNER
<br />L vGTH Wt-L HL INCRTASTD .AS REWIRED TO MAWIAIN LMBFDMFNT
<br />DTI 'r,T ..PORTING SUB9INATF
<br />TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION
<br />._-SPAN "L -.__..
<br />' • F.AVF. WIDTH `'-LAVE WIUIIi
<br />(ROOF '�� (ROOF
<br />j OVFRHANG) / - OVERHANG)
<br />I
<br />snrnTl /'
<br />SEE DETAIL "A'- SEE DETAII
<br />SAVE CROSS-SECTION
<br />SINGLE SPAN W/I -CHANNEL
<br />F-CHAN NEE. Go WALL, FASCIA(if FAN('TA END
<br />tt-_-SPAN "L-- �•I�
<br />CMU OR / CMU OR
<br />WOOD SOFFIT)WOOD
<br />(NOTE 1) SEE DETAIL%" - SFF DFTN1 "F"� (NOTE 1)
<br />n pp
<br />uE,
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN W/J-CHANNELS
<br />END
<br />.I -CHANNEL (S9 WALL AND FASCIA
<br />\ \
<br />\-'•-EAVE WIDTH
<br />EAVE WIDTH I
<br />(ROOF '/ \"�I�'
<br />,:' I_A
<br />(ROOT
<br />P`
<br />OVERHANG) OVERHANG)
<br />CMU OR ( __ CMU OR
<br />WOOD y , �- �` WOOD
<br />T SOFFIT-� (NOTE IJ / 40rrIT (NOTE 1)
<br />SEE DETAIL "F"= SEE DETAII "H'_
<br />11 k ( R( ISS-SEC_TiON EAVE C RO S.-SECTION
<br />'ANG1,11 sl'AN W'/J-CIIANNEL SINGLE SPAN W/F-CIIANNEI,
<br />A 1I I'll I AN %I.I . uASCIA dl• FnSCIA FND F•CHANNEL O TAALL,J CHANNEL C, FASCIA END
<br />SIA. SI11 1,.;'I' 2 I�OR-TNSI'AI,LATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE
<br />PERFORMANCE RATING TABLES. SET: SHEET 5 OR DETAILS A, B, F. & F.
<br />NOTE I 11INWU4 SPRUCE-F,'., .AMINO 0 24' OC, OF, CONCRETE%MASONRr. BUILDING CUUE
<br />REOUIHEMLNI.> FUk SUBSIRATL All MAST Bf MFT.
<br />:0.093 0 79:?
<br />n.11;D
<br />0. 18 75' 10? 6
<br />1.499- 0,04r
<br />!,54
<br />/2" J- CHANNLL/TRIM
<br />VINYL (No. 1100)
<br />7
<br />RO !
<br />112" F- CHANNLL/TRIM
<br />VINYL (No. 1 1 /8)
<br />BILL OF MATERIALS
<br />DESCRIPTION MAILRM. 11
<br />' SOFFR - SEE SCHEDULE ON "1 Er r AND DRAWINGS
<br />1 ON 4HEFTS a WNYL
<br />7 T CHµNEL SEE DRAWING ON SHEET 7 (SEE NOTE 10 ON :JlCil
<br />3 J-CHNINR - Sl.F nRl 0 ON SALE( 7
<br />4 FASC1n -- SEE DRAWING ON SHEET 7 ALWN 4
<br />(SEE NO
<br />a oN SHLCI )
<br />4 5 0.097' OMWiILA k 1-1/7" T-NAIL ION CON(:RFTF AND
<br />R
<br />MASONRY SUE' HATES
<br />4 0.072 OIrWETER X 1-3/4' IRM NAIL STEEL
<br />7 IS JAA 7/le' Wll CROWN SI.PLE 1' MIN LEMCTH STEEL --
<br />9 08 3 FH WOOD SCRCN OR ! x S' : -TAPPING STEEL
<br />1 J CREW JSEU TD MON BATTEN TO WlSTRUCTURF.
<br />r- 9 .66DM 10WITI MI CONCRETE SCREW, MIN. 1" STEEL
<br />NO4INAI WOOD BATT[N 5C U.42 MIN. W000
<br />! 25 VINYL SOFFIT AND TRIM SCHEDULF
<br />4" FASCIA VINYL SOFFIT _
<br />SMOOTH SERIES J-CHANNEL F-CHANNEL FASCIA
<br />ALUMINUM 12 TRIPI1 4 SOLID ---
<br />NO. 0623 SOLID
<br />(No. 9700) SOFFIT
<br />17" TRIPLE 4
<br />FI _ l-
<br />JLL-0 VENT 2 CFIANN 1 F-(`HA / CL 7 NN c EL 4 / AN IA
<br />N0. Uti22 VENT VIN
<br />YL NYL VINYL ALUMINUM
<br />SOFFIT NO 1100 NO. 1178 NU. 9700
<br />12' Ih'1PIk 4
<br />FULL-O- VENT I
<br />NO 0639 VLNIED
<br />SOFFIT -
<br />
|