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Product Approval
74MUSER:Public User
Prody,ct Approval Mems>Product or A,nplleatlon Search>6ggllcptien Llst>Applimtlon 0
FL# FL13153-R9 .
Application'type Editorial Change.
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Ardilved CEIV�pProduct Manufacturer Shwinco Architectural Products,L:RE
2 B 2019Address/Phone/Email 171]et Services WayDothan,AL 36303 OUr1
(334)556-1000 �r Permitting
engineering@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative Kelth Schneider
Address/Phone/Emall 171 Jet Services Way
Dothan,AL 36303
(334)556-i000 Ext 113
kschneider@shwinco.com
Quality Assurance Representative Keith Schneider
Address/Phone/Email 171 3et.Services Way
Dothan,AL 36303
(334)556-1000 Ext 113
ksch neider@shwinco,com
Category. Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2005
ASTM E 1886 2002
ASTM E 1996 2005
ASTM E 1996 2009
ASTM E 1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
httpslAvww.loridabtAtding.org/pr/pr_app_dtl.aspx7paramtwGE\rAQwtpgvHzW7rZgPBgtl(U3ful3GoSBuylClYyetkO/a3d 113
6/1112019 Florida Building Code Online
Equivalence of Product Standards
Certlfled By
Product Approval Method Method 1 Option A
Date Submitted 05/22/2019
Date Validated 05/03/2019
Date Pending FBC Approval
Date Approved 06/10/2019
Summary of Products
FL iF Model,Number or Name Description
8153.1 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL8153 R9 C CAC FL 8153.1<NII 0673 C-R4-signed.pd
Approved for use outside HVHZ;Yes FL8153 RA C CAC FL 8153.1 NI006735D-R6-signed.pdf
Impact Resistant Yes FL8153 R9 C CAC FL 8153.1 4 NI011578.03-R1-sianed.pdf
Design Pressure:N/A FL8153 R9 C CAC FL8153.1 NI013164-112-sioned.pdf
Other:Frame Max.: 53"W x 96"H Configuration:O/X Refer Quality Assurance Contract Expiration Date
to SAP,W.1003 for size limitations and applicable design 12/31/2020
pressures Installation instructions
X153 R9 II FL6153 R7 11 FL8153.L.SAP.W.1003.o-df
Verified By: Gene Kearley,PE 52484
Created by Independent Third Party:Yes i
Evaluation Reports
FL8153 R9 AE FL8153 R7 AE FL8153.1 En Ineering•
Evaluation 2016-0003.12df
Created by Independent Third Party:Yes
8153.2 Series 9000 Tilt Single Hung Vinyl prime Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FLQ1153 R9 C CAC FL 6153.2 9000 SH Non--Imp=.
Approved for use outside HVHZ:Yes NI005734-115.pd
Impact Resistant:No EL8153 R9 C CAC FL 8153,2 NI006755-11 -signed.udf
Design Pressure:N/A EI&153 R9 C CAC FL$153.3 NI006735A-R5-slgne4.pdf
Other:Maximum Frame 5'-0"W x 8'-0"H Sash 4'-9"W x Quality Assurance Contract Expiration Date
3'-11"H Refer to SAP.W.1004 for design pressures and limits of 12/31/2020
use Installation Instructions
F1,8153 R9 iI FW151,2.3 SAP.W.1004. dA.§
Verified By: Gene Kearley,PE 52484
Created by Independent Third Party:Yes
Evaluation Reports
FLOL53 R9 AE FL 8153.2_Enaineering Evaluation 2015-
000B f
Created by Independent Third Party:Yes
8153.3 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL8153 R9 C CAC FL 8353.3 9000 SH Non-Impact Tempered
Approved for use outside HVHZ:Yes NI006735A-R5-slgn&d.odf
Impact Resistant-No Quality Assurance Contract Expiration Date
Design Pressure:+70/-70_ 12/31/2020
other:Frame 5'-0"W x 8'-0"H Sash W-9"W x 3'-11"H with Installation Instructions
tempered glazing ELS153 R9 II FL8153.2.3 SAP.W,1004.pdf.P-ff
Verified By: Gene Kearley,PE 52484
Created by Independent Third Party:Yes
Evaluation Reports
FLS155 R9 AE FL 8153.3 Engineering Evaluation 2015-
Q009.&
Created by Independent Third Party:Yes
8153.4 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window(HVHZ-Impact)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL8153 R9 C CAC FL 8153-1.4 N1011578.03-RI-sigleQpd
Approved for use outside HVHZ:Yes FL8153 R9 C CAC FL 8153,,4 N1011578.01-R1-signed.pdf
Impact Resistant:Yes FL8153 R9 C CAC FL 8153.3 NI011578 02-R1-signed.odf
Design Pressure:N/A FLS153 R9 C CAC FL S153 4 R Ni011578-RI-slaned-12adf
Other:See installation Drawing SAP.W.1005 for limits of use, FL8153 R9 C CAC FL8153.4 NI013164-R&M ned.odf
maximum sizes and design pressures Quality Assurance Contract Expiration Date
12/31/2020
https:thvww.flaridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvHzW7rZ9P8gtKU3ful3GoB5uylClYyetk%3d 213
INSTALLATION NOTES: .
1. ONE(1)INSTALLATION ANCHOR ORINSTAUA710NSTRAPISREQUIA£DATEACHCHOR LIQ
2.
AN
THE FSNISTAUATNINANCHORS OEPOMISTHE MINIMUM SHWI.NCO ARCHITECTURAL. `L
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF PRODUCTS' INC.,
W2.INCH OF TILE DEPICTED LOCATION W THE ANCHOR LAYOUT DETAIL
(I.E.,WITHOUT CONISIDEMATION OF TOLERANCES).TOLERANCES ARE NOT
CUMULATIVE FROM ATEACHNE I THRO NANCHOR
ERtW MONEXISERIES 9000 SINGLE HUNG
4. SHIN AS REQUIRED AT EACH7TULOUGFLfRAME1NSTAUATON ANCHOR OR
tNSTALLATION S"WNH LQW BEAWNG SFAM(S).MAXIMUM AUDMMMSHIM /^/� /� FLORID*
STACK TO 6E 1/4INCH.SHIM WHERE SPACE OF I/16 INCH OR GREATER OCCURS. - (IMPACT)SHIM(5)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. I A V .
weep •
S. FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d ROOFING NAILS
THROUGH RNS WITH SUFFICIEJNT LENGTH TO ACHIEVE 2INCH MINIMUM TITLE:
EMBEDMENT INTO WOOD SUBSTRRE OR R8 PAN HEAD WORD SCRUMS
THROUGH NNS WITH SUFFICIENT LENGTH TO ACHIEVE 11/2INCH GENERALNOTES: $CZE$9000 514(IMPACT)
MINIMUM EMBLOMENTNNTU WOOD SUBSTRATE. INSTALLATION&
L THE PRODUCT SHOWN HEREIN IS DESIGNED TARLEOFCONTEN•IIS 6ENERAL_N_OTES
6. FOR FIN INSTALLATION IWO SIE£LSUSSTRATES,USE RIO ANDMANUFACTUREDTOCAMPLYWITHTHE
TEKSCREW7NROUGHE7NWTLHSURICIENTL.CNGTH FLORIDA BUILDING CODE(F84 SHEET REMION SH£E7 UF.SWIPTION PREPARED FOR:
TO ACHIEVE MINIMUM PENETRATION OF3 THREAnS TNRU STEELSURSTRATE. EXCLUDING HVHL AND HAS BEEN EVALUATED - -- SHIVIN M AR6HITWTURAL
ACCOADMG TO THE FOLLOWING 2 1NSTALLATIOt4 6 60%ERAL NOTES PRODUGTti,UF.
7. FOR FLANGE AND CLIP INSTALLATION INTO WOOD FRAMING USE 2A L3.tvATIQN&ANNCTwsILAYouT
910 WOOD SCREW FRAME WITH SUFFICIENT LENGTH TO ACHIEVE AAMA/WDMA/CSA 101/1$.7JA440-05
1112 INCH MINIMUM EMBEDMENT IWOW00D SUBSTRATE. ASTM E 1996-02/05 20 _ ELEVATM46 ANCHOR LAYOUT DATE:6-1416
• ASTM E 188602/05
- . IL FOR FLANGE AND CUP INSTALLATION THROUGH Ix BUCKTO CONCRETE/MASONRY, 2L ELEVATION&ANCHOR LAYOUT_ DRN BY:ACRS
OR DIRECTLY INTO CONRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TOWN OR 2. ADEQUACY OF THE EKRTING STRUCTURAL 2D - ELEVATION&ANCHOR LAYOUT
EQUAL OF SUFFICIENT LENGTH TO ACHIEVE II/4 LOCI MMMIMEMBEDMENL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIRE CHK BYt E12K
FORCE RESISTING SYSTEM CAPABIE OF WITHSTANDING 3 VERTICAL SECTIONS
9. FOR FLANGE AND CLIP INSTALLATION INTO STEEL SUBSTRATE,USE RIO TEK SCREW OF AND TRANSFERRING APPLIED PRODUCT LOADS TO THE SCALE;NTS
SUFFICIENT LENGTHTDACHILYEMINRAUMH°18EDMENTOF3THREADS FOUNDA7ION ISTHERESPONSIBILITY OFTHE ENGINEETLOR 4 - YL3tnmSEMM454GLw2IMDETAILS
PENETRATION BEYOND STEELWALL - ARCHITECT OF RECORD FOR THE PROJECT OF INSTAUATIOM --�
5 HCRtZONTALSECTIONS REVISIONS
10. MINIMUM ENABEOMENT AND EDGE DISTANCE FXCWDE WALL Fmmmz, 3. IX AND 2KBUCKS(WHEN USED)SHALL BE DESIGNED AND 6 - COMPONENTS&BILL OF MATERIAL yy�1
LNCW0ING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND ANCHORED TO PROPERLY TRANSFER ALL LOADS 71)THE F
SIDING. STRUCTURE RUCK DESIGN AND INSTALLATION IS THE <
11. INSYAIIATICIN ANCNOR5 ANDASSCICIA7E0 HARDWARE MUST t1E MADE RESPONSMtLMOFDMENGINEFFIORARCWMUDF Q
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT RECORD FOR TILE PROJECT OF INSTALLATION, LESI6N PRESSURE RATIM 5`
m 8
COAT=. 4. THE INSTALLATION DITAILSDESCRIBEDHEREINARE
!2, FOR HOLLOW BLOCKAND GROUT FWD BLOfX,DO NOTIHSTALL GENERIC AND MAY NOT REf1ECTACTUAL CONDITIONS FOR SIZE; DESIMME65URES
A SPECIFIC SITE.IF SITE CONI)MONS CAU$£INSTALLATION ��' C
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS TO DETRATE FROM THE REQUIREMENTS DETAILED HEREIN,
MEASURED FROM FREE EOG£OF BLOCK OR EDGEOF MORTAR JOINT INTO GLAZING-(531 x 74°) LARGE AND SNAIL
A UCIFIC OENGINEER FOR USE WTM THIS DOCMWf9TE +]00/-11O PSF mrssnE.ES.�
FACE SHELL OF&DOC. SEE SHEET 2A FOR DETAILS
SPECIFIC DOCUMENTS FOR USE YNfTH THIS IxICU1NEN2 _ _
L3. INSULLATION ANCHORS SHALL BE WSTALED IN ACCORDANCE WITH S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT -(53`X 74.1 .70/410 PSF LARGE AND sMALI 3
ANCHOR MANUFACTURER'S INSIAIJATION INSTRVCNONS,AND ANCHORS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING SEE SHEET 2A FOR DETAILS AL75521.E TE57E0 O 0
SHALL NOTBEUSED INSUBSTR/1TFSWITH STRENGTHS LE`STHAN 7H£ IMPACT RESISTANCE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER GLAZING-(53,x 96') LARGE AND SMALL
fi WINDOW FRAME MATERIAL•VINYL(PIR) SEE SHEET2B FOR DETAILS +60/-70 PSF MTSSILE TESTED p
14. INSTALLATION ANCHOR CAPACR(R FOR PRODUCTS HEREIN ARE BASED' _ Z
ON SUBSTRATEMATERIALS WITHTHf FOIICRMNGPROKEIIIES: 7GLASS MFETSASTM E 330DO4 GIJA55 CHAKT R.AZSN(-I�°x967 LARGE RNID SMALL A WOOD-MINIMUM SPECIFIC GRAVITY OF 05 .5. +501-50 PSF DW6#I
B.CONCRETE-MINNUM COMPRESSIVE STRENGTH OF 2700 PSL REQUTALMEWS.SEE SHEET 4 FOR GLAZING DETAIL SEE SHEET 28 FOR DETAILS MZ5SLL9 7ESYM �L
C.MASONRY.SHALLCONFORM TOASTNI CSO. B. OFSIGNATtONS°X"AND'O°SfAND FOR THE FOLLOWING SEE SKEET 4O 6 �__.. �^�•W
•���
.
D.STEkl-MINIMUM YIELD STRENGTH OF 33161.MINIMUM WALL x:OPERABLE PANEL SHEET:
THICKNESS OF 47.8 MILS.(19 GAUGE), O:FIXED PANES.
10F 6
uwiMAX uN4kAX
w:alms VCDi law
4627 MAX usrwu co
D1.0.WIDTH - al-R W IPM
aLa
aux o S 82.30 5 6 I ; 5
nEu9M & HUGH1 B
MNC MAX
13.w
7"A0' HE7GFIT a°ae.°rianrao+en.riaua
y/ iAO•
// '17.17 F
3250 %0
+wax x x SERIES 9000 SH(IMPACT)
ALA. DID. ELEVATIONS
HEISW Won ,,/ 0MOR LAYOUT
I
PREPARED FOR:
SHMMMAMWECTMAL
b2 AZ C2 W
4 3 3 4
ELEVATION ELEVATION -DATE.6_i¢'b --
FIN FLANGE bRN BY:KAS
CHX BY:M
e oc.nn. 77� r0.C.i1P. SCALE:NTS
cPwf rim. F mu�tea•D_
—4'
7iP
aim REVI5ION5
roan' y J�F
ffaA p
0 0 7+
m
y,
x xll. C INCtffAOEDTo 0
%" ALt—
� `
_ -NoPas.snaaa
®9!1
ANCHOR LAYOUT, ANCHOR LAYOUT °wr7#1
FIN FLANGE SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF&+70/-110 PSF WOOD AND STEEL APPLICATIONS. 2 A aF 6
.. mwu ronJeuv ^�iCQ
WA M11Nr - y.y
ay y
g „/ MurJnr
tea, � FIOH\�
TITLE:
iam, x SERIES 9ODD 5H{IMPACT)
T¢8.5 AFKNOR(.AYOUi
PREPARED FOR:
a a a• SHW24COAR04 rECrJM
PxObucrs,=
OLO wOltl -,_,
.00ip'IOS
DATE:(3-14-16
ELEVATION ELEVATION bRN BY:KRS
FLANGE FIN
CHK BY:6RK
SCALE:MTS
oA.m. wxmm '1df• testy.
REVISIONS
o
p za
f96' 1 0 o a,�iw � Z
cl
aM
lool
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G, g
z -
" "`"' ANCHOR LAYOUT ^" A_ NCHOR IAYOIIT
ANCHORLAYOUT
Dw6#:
FLANGEfFWMf- Fl`ANGijt�� FIN SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+60/-70 PSF&+50/-50 PSF WOOD AND STEEL APPLICATIONS. 28OF b
" uRrrAm uNrrlg x _
wmTw moo-- wmni 51W
4e. Aux 46.15'AWl Co
oi0.W®fH Di0.WRDTIi
3 j..
O
uy� 5 5 5 5 5 rt0 MAY.
A �t
o.A.O.
'�� B /� REGtr 3 60 �aQ9
3 / Fss
74T K
l0MosxTtw1Y 72B{
T4.00" lff1GT
0074 Or
MAX x MAX x �4s LIES 4000 SH(ImpAcr)
OHf DL.a ELEVATION&
�� T ,WcHOR LAYOUT
r
,_-- PREPARED FOR:
--- — swmco ARc wnwrURAL
oz Az a o3 �OD"�'�•
4 3 3 4
ELEVATION ELEVATION DATE:6-14-16
FIN FLANGE Darr M.Kas
CHK BY:GRK
s.O.c.Trr. TM49h 6s O.c•rip• SCALE:NTS
{F90 t•TYP
r 7m4'TMP
T1 I I ITT TYP. REVISIONS
SF" VO.GTWp
m
/ MAXWsReCM
• x x
CAN SE g
w
�o wrro
-
z
ANCHOR LAYOUT ANCHOR LAYOUT OWG
FIN FLANGE SAP.W.1003
SNEEr.
ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF&+70/-110 PSF. MASONRY APPLICATIONS 2C OF 6
i
co
wwx
4r MM
AS Cl
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'01
SERIES 90M SH VWACI)
ejVA'n0N6
AWUM LAYOUT
Al PR&APEb FOR:
ELEVATION
ELEVATION DAN BY,KRS FLANGE FIN CHK W.CCK
SCALE-
NTS
fm rwxcAas arm •cawax=iA ' ' "caartt+n REVIS S-
or )01
'01 x x
L
j ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT bwe
FLANGOW-RAME FLANGElcup FIN SAP.W.1003
st4EET,.
ATTACHMENT DETAILS FOR APPLICATION OF UP+60/-70 PSF&+50/-50 PSF.MASONRY APPLICATIONS 2-b OF 6
i
PERFAETERSEMANT Lire ARM EDGE
PERMAE. SEAIAW 2YA6•Arm CUBE BEIWEEWOONCRM DISTANCE
BETWEEROONCRt?H DTSTANCP MASONRY&1XWOOD cc
MASONRY i IX WOOD - - - -- - -- - -- - .SUCK BY MESS - - - -
BUCK @YOYHEPB 9l7B'tTYY TAPCON W
.1XWOOD000K - _ _- - BISTACIATIOONANCHOR
IX WOOD BUCK INSTALUTION ANCHOR BY OTKMM F.
CORCt�EIT�iV\SOMRY
BYDTHEi6. - -- CONCRETEMMONRY +•� BYOTHERS - _ ._
BY OTHERS -�'.' :r.' W52484
PCfMMZt RSEALANI {" �.; Ill4'MTK PEWMETE�EM : ?++!• BYOTHEBS
BY OTHERS EMBEDAENT r.s'•q
yi
+ 1B Ft aso�
I/4° ,- 1r
514'M AISWU.E IVP MIN. g►
V4 MAX 0 EASEDMFNT
® HEIGHT
5FACE O.A.WBOM wTER�H »N11-0076AAN.WW
OA.WINDOW 7 .".—•
HEIGHT / "l INTERIOR SEETm•E:
S
/// F; SERIE5gowSN A
EEO�O UETMLA
MCA
DEMA VERTICAL SECTIONS
a9 _
m PREPARED FOR:
pl VERTICAL SEMON _ 2 C VERTICAL SECTION-OPTION
3 HEAD-COQ . 13 HEAD• UFMASOMY
RMGE to ` DATE:(-14-16
DRN BY:KRS
13ET u
• CNK 8Y.6RK
SCALE:OPTS
t°R TM VERTICALSEC ION e B
SEEOUIZINO ® — Manroaue seE B REVISIONS
DUTaR— L
O.A.WTNOOW
IIEI6liT -
- SVMMTBEDDBIB u SEAUINT BEDDRIG-
DAPR70OR BETTEFI 114•M.M OM MORBETIER' - Ille MAXMA
PER&ATERSEJLLAM SPAC- PERMETERSEMANt
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CE
• BY OTHER6 H
••,if 1•mss' •`�`PREZ4W$Bl fiYoTimits
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OTHER$ •.. B`!OTFIlRtS
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,'`.�e•:•i .��•.��5'•~'•' -CONCti[TEW64SONM ,�•.�. ...t•:.. .`'+I,
ji•• .• ,. .. CONCRETE#ASONRY
Y;•i. ��.` y�.7 BYOTHERS �1�°i. •�-~ 1'X BYOFHERS
z
A2 VERTICAL SECTION-.OPTION ACZ VERTICAL SECTION-OPTION Dws M.
'� PR6-UST911_CO}f�ETF/MA400/KY !RE-CAA4LL.WNDiC�TAWl10NgT SAP.W.1003
CAMECRM F W3H QR HIGH W*MFACE 2U OR EQWL CASTECRETE 1YOW SS.LOR EQUAL
EMNCe-MOFABTENERB FLINGS•HO FA!1fNEW8 Ste:
3 OF 6
. SNEATNINO BY
_ C)TWM r MIK
FLASHING BY OTH Ewb#twr - a
PEFWETER SENANT (M4
RN&SHEATHWO _ --6a AOOFMG WJL LOW OA INSULATED GLASS F
EXTLMk F NISN INSTAIIATIDN ANCHDR CONSISTING OF:
BY OTHERS -4X WOOD FFtAM 0.1875"AIA.EALEO GLASS,
.,.:. BYOTHEF{S QMW ATR SPACE,
AERNlETERBEAwFr •;: al2'AN EilLEb SLASS,BYOTIMM a
_ 10 -
ot25"'ANVFALED GLASS
OA.WINbDW to 5MM6MGE INTOWR '
HFI6TFT'
EXIE aCRT bISTMM O.BAMA55 j I TLRE:
(FIN) .BITE
SEE OEAMG SERIES 9000 »
5H(IMPAC
OETMA INTERKlR R .k... _ 1IERTILAL SECiIOT15
19 oEran s
SEED ADTIn°°-_- a wQB � Y 21 PREPAREb FOR:
OEM $RWINCO A9041ECPAUL
5 P�011CTB.LLC.
Di bERTICAL SECTION M GLAZING DETAIL A
HfAD•atwodl SRAMs - 'DATE;6-14E6
I/r MNc
SEALAH N BETIO
DAP 800 OON BETTER SPAC¢ OM BY:IMS
PEPAWMIR S= -T
CHK BY.:GRK
IJW O.A.MSULATM GLASS SCALE:NTS
BY OVEMRS cONSISTIM of
EK7ERIOR M RITJA O.9N'AMIEALED GLASS,
sEEa1AaRTo B D VERTICAL SECTION-OPTION OWM AIRSPACE. REVISIONS
OEMLA i OIL-IX WWOFRAME '^Y'-•— OMW PVB INTERLAYER BY SOWTIA, W
OA.WINbOW 5 VMMAX 10 - Q12T ANNEALED GLASS f�_
K"w m --- SHIM$►ALE 1 Q
bISTANCE IN" TERtpF1 TcB
pEFtldE7TR 6GAtq}IT ( )
BTOTNER9
0173
R BCrt SS I
! 19
By OTHERS
PERNEIER SEALANT BETWEEN - 7X WOOD FRIWIE- t-
FTN&sNEATHDm _ BYOTt1 M EXTEFWR ~ 21 n
6NEATHINC BY '�'• ---f"WOODBCREW
OTHERS ,Irririrl
ANCHOR,roN GLAZING DETAIL 0 Q $
EMBfOMENT
"o )DP+60/-70)
D2 VERTICAL SECTION. Dw6 at
a SIiL.3RWD0OFAA1pf- SAP.W.1003
SHEET-
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- -,/GAUGE -
bTE•EL FAAMIMG
7HlTTTWTTPCON
SAM SPACE 3 _ VMrSTANCE BY OTHERS T]O
R,STAL,AT M,ANGHDR--•--- OLWOMBUCK
BY OTHERS OPTIONAL
INTERiO �.
DISTANCE
ILA
' -: --- s,FFICIFHTTO sa
:'`.•.�. �- ACHIEVE A MW
1 I/4•MW. TF8 MMI
PFSilMEr62SEAt111ft �1�:•-'':- W EMSEDAAENT SEFOplG WALL :
BEYYYEEHIXWOOD i73tSEAlANT (FUNS � W SERMS90MSH{TMPACn
BVONe BYOTFReRs Egl R -
EXTERIOR FINISH brOnreRs
oA.waabow RtEM
HORFZOTAL-SET..•O..N--
S
CONGREIEMASOHRY INTERIOR TRRPE ¢ NWN
broTERS an-TWrAPcoN SHIMSPACE AYGTRs O
THERS
WIDTH INSTALUMONANCROR PREPAREb FOR:
1XY/OODBUCN °rit-ROW e�ErnEEN FINN SHWINCO ARCHI EMAIAL
BYATHFAS OPTIONAL S�IEATHWO' PRODVCTS,LIG
HORIZONTAL SECTION-opT10N EDGE HORIZONTAL 5ECf70N
t�1 -'.c`'';
aANos-T� z 1/2-am
.. cuss-eFETA�sTw bAlf-'644-16'
SMLSCRLw
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SEE bm 8Y:KRS
IM MAK _ oEnvLA
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SHIA SPACE •:! ••' I In-LAIN.
eAmmme
axw000 FTLIME s/a•MIM EDGE k" w•MAX ++ T SCALE:NTS
u
BYCITHERS bLSSflM SPAM
�t� PEROAETEi,SF1dANT k•••• ' j y(WOOO REVISIONS
FAAME' '
BETWEEN TX VX= ::r::, SHEET ROCK BYOfHUZ
5d ROOFMCNA1L SUCKS AVF E MOR BYoTNERS
O,STALLATNNigNC110R CONCRETEMASOASi'/ BYOTHERS
I BY OTHERSOA wlNL t10PK1CnlSk.4 SCREW .
bow K g
WIDTH B,7ExpR ,B AD
rMmL T SEEGIAYlm r(3) HORIZONTAL SEcnON ,
m
EYBFDA{FITr OETAILA
- FLAWM-THROIIOHFRA&M _- _ 3/4•NSN.Eb6E Rte'
DISTANCE 4 .
(FIN)
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1 HEAD.JAMS RiAME(FLM VINYL- SHV/"4m VISIWNSINC. CO
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6 SILL RISER(LISM 1lINYl SHWIWO `
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9 STILE VINYL SHWIJCO TYPMALYUILT1McaM:sS.1 TYPlGALVA.LT10Ca1ESSOim'• T'(PICJLNW1.nwAxEw." TYPICAL WALLMCIMESS: COMPONENTSh
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10 17A2IP16BEAD QNSUI.ATED) V[NYI. SFIWIWo 1.7r ITY I(•- f--Oelr BILL OFMATSUAL5
it SASH HEAD/LIFTRAIL REINFORLEMENT 6005.75 VARIOUS3�• { -1-�_ 1 .I PREPARED FOR:
12 STILE REINFORCEMENT �- - 6005-T6 VARIOUS I LT• Zflp�p p 7 SHWV4CCO AP0PRODUCT51ErnmAL
13 MEI ETI
MENS REA�ORCEMBVT 6005-,b vARIOUs pile, LJ,u—f11�
14 SASH HEAD/LUT RAIL REINFORCEMI NTRrnDFW 6005,TD VARIOUS DA1E:6-14-)6
15 sTA.EREINFORCEMENT(LT7 DP5o 60D5-T5 VARIOUS /� /� bRN BY:KRS
16 MEETId6RAIL REINFORCEMENT(LT)MO 600375 VARIOUS � 1 g {WLLvwaRISER(f.i8T) �JAMvamBCOVER(OP?ION) � LIFT RAIL vvm ( q )STILE
17 BALANCEcmRt(OPTIoN) VINYL SHWINCO `J rffWALWALTx as:.BW TYMALWAMTHCK ISS:.o ripw4lW MTHermw.mP �l „rwcALtnw.lnww>:se:vium CHK BY:6RK
18 WEATHERSTRIP" FINSEAL AMESBURY 0.618• LSrJ• 2.u6•-1. SCALE:NTS
19 GLASS BEDDDNS-DOW 1199 SSLTCOw DOW CORN" REVISIONS
20 UASSBEDDIJG•NOVAGUARDM-ADO slucoNE NOVAGUARD 11er �,,••,�•, 2A49, L625•
Zl SPACER -_ TRU-SEAL ?
Z2_ INSTALLATION O.LP ---'^-• STEEL
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24 LOcK/IA*Em D - 0 MG BEAD11 UPWOFRDlALUMMA
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25 Fivaro R TA1NLE55 VARIOUS TY"CALWAILTTncTWsS AW
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26 SPIRAL BALANCEH
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MEETING RAIL REJW. SASH HEAD I UFT RAIL RMW. 16 STILE REINFORCEMENT 18 MPETINO RAIL RE .. BAIANCE COVER(OPTIONAL) ZZ INSTALLATION CLIP 26 PIVOTBAR <
A11000 1 AWOUMM ALLMWWA ALUMINUM VWTL STEEi STAMLES681E1:L QI I I i i
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