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Product Approval
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Pmdud Agp[nvaf Menu>Product or Ao 1cation.Search>6gplleatlon Ust>AppilcaHon Detail
FL# FL8153-119
Application Type Editorial Change
Code Version 2017
Application Status Approved
'Approved by DBPR.Approvals by DBPR shalt be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Shwinco Architectural Products,LLC
Address/Phone/Email 171 let Services Way
Dothan,AL 36303
(334)556-1000
engineering 0shwlnco,corn
Authorized Signature Keith Schneider
englneering@shwinco.com
Technical Representative Keith Schneider
Address/Phone/Emall. 171 Jet Services Way
Dothan,AL 36303
(334)556-1000 Ext113
kschneider@shwinco.com
Quality Assurance Representative Keith Schneider
Address/Phone/Email 171 let.Services Way
Dothan,AL 36303
(334)SS6-1000 Ext 113
ksch n eider@shwl nco.corn
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
i
I
I
Referenced Standard and Year(of Standard) Stag Yea ri
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 E 1886 2005
ASTM E 1886 2002
ASTM E 1996 2005
A5TM E1996 2009
ASTM E 1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
https:/w m.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXCMDgvHzW7rZgPBgtKU3ful3GoSBuylCiYyetk%3d 113
�6/1112016 Florida Building Code Online
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/22/2019
Date Validated 06/03/2019
Date Pending FBC Approval
Date Approved 06/10/2019
Summary of Products
FL# 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 NI006735C-R4-sloned.pd
Approved for use outside HVHZ:Yes FJ Q153 R9 C CAC FL 8153,1NI006735D-R6-sloned.odf
Impact Resistant:Yes E 8153 R9 C CAC FL 8153.1.4 NI011578,03-Ri-slgned.odf
Design Pressure:N/A FL815a R9 C CAC FL8153.1 NI013164-R2-sipned.odf
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/;020
pressures Installation Instructions
F e1.3 R9 11 FL8153 R7II FL15153A.SAP W.1003.l2d(
Verified By:Gene Kearley,PE 52484
Created by Independent Third Party:Yes I
Evaluation Reports
FLB153 89 AE FL8153 R7 AE FL8153.1 lnglneering,
Evaluation 2016-0003..Qdf
Created by Independent Third Party:Yes 1
8153.2 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No fl-8153 R9 C CAC FL$153.2 9000 SH on-Imp
Approved for use outside HVHZ:Yes NI006734-R5.adf
Impact Resistant:No FLB153 R9 C CAC FL 8153.2 NI0067g5-R5-sighed pdf
Design Pressure:N/A FIJ115.3 89 C CAC FL SJU.3 NIQQ6735A-RS-slgpg W
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,10D4 for design pressures and limits of 12/31/2020
use Installation Instructions
FL8153 R9 II FL8153•-2.3 SAP.W.1004,gdtQd
Verlfled By:Gene Kearley,PE 52484
Created by Independent Third Party:Yes
Evaluation Reports
FL8153 R9 AE FL 8153.2_EngIneerin nee Evaluation 2015-
D00 B.Rdf
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 8153.3 9000 SH Non-Impact Tempered
Approved for use outside HVHZ:Yes NI006235A-RS-signed.2df
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+70/-70 12/31/2020
other:Frame 5'-0"W x 8'-D"H Sash 4'-9°W x 3'-11"H with Installation Instructions
tempered glazing FL8153 R9 II FL8153.2.3 SAP.Yj,10D4.pdf&d
Verified By: Gene Kearley,PE 52484
Created by Independent Third Party:Yes
Evaluation Reports
FL8153 R9 AE FL 8153.3 Enaineerinayvaluation 2015_
0009.{d[
Created by Independent Third Party:Yes
8153.4 Series 9000-nit Single Hung Vinyl Prime Single Hung Window(HVHZ-Impact)
Limits of Use Certification Agency Certficate
Approved for use in HVHZ,Yes FL8153 R9 C CAC FL 8153.1.4 NI011578.03 R1•slaned.0df
Approved for use outside HVHZ:Yes FL81S3 R9 C CAC FL 81 3 4 N1011578 01-R1-slaned ildf
Impact Resistant:Yes FL8153 R9 C CAC FL 8153.4 NI011578 D2-Ri-slgpSd,pd
Design Pressure:N/A FL8153 R9 C_CAC FL 8153.4 R NI011578-111-stoned-12.odf
Other:See Installation Drawing SARW.1005 for limits of use, FLB153 R9 C CAC FL8153 4 NI013164-R2-slppgd odf
maximum slzes and design pressures Quality Assurance Contract Expiration Date
12/31/2020
https,Rvrww.floridabuilding.org/prtpr app dtl.aspx?param=wGMQMDgvHzW7rZgPBgtKU3fu13GoMylCfyyetk%3d 213
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR OR INSTALLATION STRAP IS REQUIRED AT EACH �O
ANCHOR UD-gm SHOWN.
7. THE NUMHEROF INSTALLATION ANCHORS DEPILTED15THE MINIMUM WIN O ARCHITECTURAL
NUMBM OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL Or DIE ALINSTALLATLOON INTHEANCH RAYOUTDU JL PRODUCTS, INC.
SIT'
' #2/21NCFt OF THE DEWCTEO tOCATON IN THE ANCHOR LAYOUT OETNL �
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT
CUM UTATtVE UQU)f% ONE I C"TtiROU ANCHOR
EIWAUAI SERIES 9000 SINGLE HUNG �QF
4. SHIM AS REQUIRED AT EaGfI7HR0Uf'Fi1FlNME1NS7AUATION ANCHOR OR
INSTALLATION 4INC WITH WHERE SPACSFBM(S)6 MAXIMUM ALLOWABLE SHIM ��- IP� PLO
STACK TO BE 1f41NCH.SHIM WHERE SPACE OF 2/161NCT1.OR GREATER OCCURS IpY/I/
SHIMS)SHALLBE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
w
5. FOR FIN INSTALLATION INTO WOOD FRAMING USE Sd Rt)OFMG NAILS '
THROUGH RNS WRH SUFFICIENT LENGTH TO ACHIEVE 2INCH MINIMUM TITLE:
EMBEDMENT INTO WOOD SUBSTRATE OR B8 PAN HEAD WOOD SCREWS
THROUGH RNS WRH SUFFICIENT LENGTHTOACHIEVE 11/2INCH GENERALHOTES: SERIES 9ODO SH(IAAPACT)
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. _ MSTAL.ATIONA
1, THEPRODUCT SHOWN HEREIN IS DESIGNED TABU OF CONTENTS 664ERALNOTES
6. FOR FIN INSTALLATION INTO STEELSUSSTRATFSRISE 010 ANDMANUFACTUREDTOCOMPLYWRHTHHE •"`
TEKSCREWTHROUGHHNWTI'HSUITTCIENTLTNGTH FLORIDABUILOING CODE(FBC), SHEET REVISION SHEET DESCRIPTION PREPARED FOR:
TO ACHIEVE MINIMUM PENETRATION OF3 THREADS THRU STEELSUBSTTRATE. EXCLUDING HVHL AND HAS BEEN EVALUATED --
' S ACCORDING TO THE FOLLOWING 7 - INSTALLATION 66ENEAAL NOTES PR wum,UUc.
7. FOR FLANGE AND CLIP IPISTAl1AT10P11NTO WOOD FRAMING USE
$10 WOOD SCREW FRAME WITH SUFFICIENT LENGTH TO ACHIEVE AAMA/WDMA/CSA301/IS.2/A440-OS 2A - ELEVATIONS ANLMORLAYOUT
11/2 RKHMINTMUMEMBLTIMHJTINTOWOOOSUBSTRATE. - ASIME:IM-02/0S 2$ - ELEVATION 6 AND=LAYOUT DATE:6-14-16
ARM E MM&021W
• B FOR FLANGE AND CUP INSTALLATION THROUGH 2XRUCKTO CONCRETE/MASONRY, 2C ELEVATION&ANCHOR LAYOUT_ per°)BY;KRS
- OR DIRECTLY INTO CONRETFIMASONRY.USE 3AWNCH DIAMETER TTW TAPCON OR 2. ADEQUACY OF THE EKISTIYG STRUCTURAL 2D _ ELEVATION 6 ANCHOR LAYOUT
EQUALOF SUFRMNTLENGTH TO ACHIEVE II/4 INCH MINIMUM EMBEDMENT. CONCREIEJMASONRV AND 2X FRAMING AS A MAIN WINO -- LHK W.GRK
FORCERESKTINGSYSTEMCAPABLEOFWI brANDING 3 - VERTICAL SECTIONS "
9. FOR FLANGE AND CLIP INSTALLATION INTO STEEL SUBSTRATE,USE 010 TEK SCREW OF AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 4 _ 1(ELTICAL SECTIONS 6 6U4ZD.IB DETAILS SCALE:NTS
SUFFlH7ENTLENGMTO ACHIEVE MINIMUM EMBEDMEWOF3THREADS FOUNDATION ISTHERPSPONSIBLUTTOFT14E ENGINEER OR
PENETRATION BEYOND STEEL WALL ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. --5 � HORLZONTALSECTIOHS
10. MINIMUM EMBEDMENTAND EDGE DISWHCE EXCLUDE WALL FtRSHES, 3. 2X AND 2X BUM MWHEN USED)SHALLBE DESIGNED AND 6 - COMPONENTS 6 BILL OF MAISUAL REVISIONS
INCLUDING SUTNOTUMIEED TO STUCCO,FOAM,BRFCCVENEE%AND ANCNOILED TO PROPEFLLYTMNSFER ACL LOADS TOTIHE
SIDING. STRUCTURE BUCK DESIGN AND INSTALLATION IS THE Jy— Q
RESPONSMKM OFTNE ENGtNEFR OR ARCHTIECTOF
11. INSTALIATICIN ANCHORS ANDASSOCWED HARDWARE MUST BE MADE RECORD FOR THE PROFFiCTOF INSEAHATION. H
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT DESIGN PRESSURE RATING
COATING. 4. THE INSTALLATION OETAIS DE50MED HEREIN ARE MTSSI.E IMPACTi1
12. FOR HALLOW BLOGLAND GROAT FILLED BI.000,DO NOTINSTALL GENERIC AND MAY NOT REFECTACAIALCONDTTIONS FOR SIZE DESIGN PRESSURES vvHR
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS TO E DEVIATE F E.IF SITE EQUIREMENTSD I LEDH REIN �T ' F
MEASURED FROM FREE EDGE OF BLOCK OR EOGEOF MORTAR JOINT INTO ALINSED FROM IRE REQUIREMENTS SHILL PREPARE
R D RESITE -053•x74') LARGE AND SMALL
FACE SHELL OF BIOOL A LICENSED O ENGINEERMENTS OR WE WITH THIS OOC MJEfa E SEE SHEET RA FOP bETAD.S +IIMI/-ILO PSF MISSILE.E�
SPEGFIC DOCUM$IHIS FOR USF WITH THIS DOCl1MEN1:
L3. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH S. APPROVED IMPACT PROTBCfryESYSTEMISNOT 6LA2!EN6-(53'x74°) _ --tLARdE
RGE AND SMALL g
ANCHOR MANUFACTLLRERS INSTALLATION INSTRUCTIONS,AND ANCHORS •70/410 PSF
SHALL NOTHIE USED UPI SUBSTRATES WITH STRENGTHS tE55 THAN THE REQUIRED ON THIS PRODUCT IN AREAS REQUIRING SEE SHEET 2A FOR DETAILS ISSILE TESTED Ui
IMPACTRESISTANCE
MINIMUM SERENGTH SPECIFIED BY THE ANCHOR MANUFACTURER -(53'x%7 AND SMALL
•60/-70 PSF
14. INSTALLATION ANCHOR CAPACRIES FC4t PRODUCTS HEREIN ARE BASED S. WINDOW FRAME MATERIAL.VINYL(PVC) SIOr SHEET26 FOR DETAILS TS57ZE TESTED pON SUBSTRATE MATERIALS WTT117NE FO1L04VING PROPERTIES: 7. GLASS IVIEETSASTM E 13M04 GLASS CHART GLA7SNG-(53'x96h RGE APED SMALL ZA.WOOD-MIMMNNSPE(3FTCGRAVNYOFDST. +50/-50 PSF DW6#:IL CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSL REQUIRkMENT3.SEE SHEET 4 FOR GRATING OLTAIL SET:SHEET 2B FOR DETAILS ISSILE TESTED
sAP.W.l0a3
C.MASONRY-SHALL CONFORM NGT"O F C90. 8. OF3IlaZHATtClxS°X"AHD'0"STAND FITR THE FOLLOWING: •SEE SHEET 4 OF 6. �_..
D.STEEL- OF
MILS.1 STRENGTH OF 331151.MINIMUM WAIL ):OPERABLEPANEL SHEET:
TFNCIOVES50F 47 B MILS.t38GAUGE�, O:FIXED PANEL
1 OF 6
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wroiHasar aenrHmao' -- - - — --
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j PRENMED";
-- - - - — SHWIMAPLi4 aTMAL
oz Az c7 D3 auobuers•ue.
4 3 3 4
ELEVATION ELEVATION DATE_6-14-16
FIN _ FLANGE MN BY:KRs
CHK BY:6RK
eaoc.TYR r—o rac.nv SCALE:NTS
(FW) r TMP. Ff°m° 6M •"fYh.
{YYR A.TV. REVISIONS
74
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X lrox.INCIMIBEDTO
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ANCHOR LAYOUT ANCHOR LAYOUT DW
FIN FLANGE SAP.W.1003
5HEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF&+70/-110 PSF. WOOD AND STEEL APPLICATIONS. 2A OF 6
tNMp00•' YMMiY
tCMLDV �co
mrxx T
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e 5 � `• 5 e
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r B Meafr
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x o SERIES 9WO SH(IMPACT)
N®R x ELEVANCHM AYOt
AIRd10R LAYOiff
PREPARED FOR:
3 3 3 pB SHWIWO AR04L7ECRALA4
PROOVCTS,LLC.
warwa
0iA gmRN
MfiSINi
DATE:6-14-16
ELEVATION ELEVATION CAN BY:KRS
FLANGE FIN
CHK BY:6RK
SCALE:PITS
e�ax.wu REVISIONS
caeanrn coiamrm ''cmaanm,
ruuaaa.Tro � °nyamm O
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ANCHOR LAYOUT ""�"" ANCHOR LAYOUT °° "" ' ANCHOR LAYOUT DWG#:
FLANGWRAM9- TIN SAP.W.1003
SWET:
ATTACHMENT DETAILS FOR APPLICATION OF OP+60/-70 PSF&+50/-50 PSF WOOD AND STEEL APPLICATIONS. 29 OF 6
- -- - --- - - - UNUMAX - - -- - - WOW - -- -- - -
,ear MAX - 46.25•wa O.LO.uvRfN D.Lo.MTH co�Y
4 3 3 � }
Nam
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7�.00' ........
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VAX x ' x SEMS 9m SH(IMPACT)
OA-0. Dia ELEVATION&
f�c4if �/ HFM-r ,t/ MOM"YOUT
r
--_----- PREPARED FOR:
--- — - SHVMGD ARCiuT6MUAL
2 A2 C2 D3 fRo5uctt M
4 3 3 4
ELEVATION ELEVATION DATE:6-14-16
FIN FLANGE DAN eY:VAS
CHK BY'GRK
6.O.O.TTP. Try as O.C.-rYP, SCALE.NTS
0•TYP
t TYP.
4 TYq 7TYP. REVISIONS
TO.C.TYP.
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- —4 �- --4 NOTF;
A T� �
x x CANBEPACREASEDTO y
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Vll ®
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ANCHOR LAYOUT ANCHOR LAYOUT_ �Zw6 fs
FIN FLANGE SAP.W.1003
SHEET.
ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF &+70/-110 PSF. MASONRY APPLICATIONS 2C OF 6
i
aro,NrJar _ureua
r mwcac co
oftut
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wD.
x D'o SPIES 9000 SH(IMPACT)
rciarr x ELEVA'nON&
PREPARED FOR:
9 3 3 SHWlt4W APZHMCTVRAL
4 PRGDUGTS,l1L.
uarD.c
DISWNN NLISDA\
BATE:6-14-16
ELEVATION ELEVATION pltN BY:gRs
FLANGE FIN
CHK BY:GRK
SCALE:NTS
IT Irrra•Mr or.m -eooaMum
ria ae m' T°"a'm
REVISIONS
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x x x S
A �
ANCHOR LAYOUT `°""`"'"' ANCHOR LAYOUT ANCHOR LAYOUT bWG#
WGE RAME FLANGE CUP FIN _ SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+60/-70 PSF&450/-50 PSF.MASONRY APPLICATIONS Z D OF 6
PERgLETER SEAANT T ire W.I.EDGE
PERIbETER SEALANT Ir WV AIT'h1.EBBE BETWEEN CONCRETE/ 6TSTANCE
BETWEEN CONCRETH DZSTANCF MASONRY E/%WOOD ca
MASONRY&,K WOOD BUCK 13Y GTNERS
BUCKOYOTHERS 971G'IYW EAPCON �.
5310-ITW TAPCON iXYTOODBUCJK BLSTAILATPONANCHOR
1X WOOD BUCK UISTAUATION ANCHOR BY OTHERS V
CONCNEi1:+I44SOttRY
BYDiHEA$
CONCRETEAAASONRY ?.A.'y a:> .- "! SYOhiSiS
NYOTHERS PERMWTER SEALANT -:1':;. a=.!t `': Wow 7TUE1 * ND.52484
PEFaISTER SEALANT
•� 11l4'MIlE TIS BY[TTHERS BY OTNF
{ERS _- •,f> •'� EMEEWAENT
BY OTt ��. •s �'..� r'V ate.
114�MAX
IB SH M SPACE 11/4'#JK V
V4•WAX t0 - EMBEDMENT
® SL•GM SPACE O.A.WWDOW �n-
/ g J3"3S Mn�Nmw
IOR
7&I pl- p / 7 PNiERtoft EXTERIOR P e: .
—/// SEEcSEE GLAZWQ DETAIL A1 SEPIES9000SH A
DE VERUCAL SECTIONS
W7ERbR
PREPARED FOR:
m
VERTICAL SECTION 0— Cl VERTICAL SECTION-OPTION �" PRoD `"�AL
3 NTAo_CONTRtnT/ACESDNAY � s 3 HEAD•O '�SON"�. ------
RANGE Fes'( DATE:6-14-16
DRN BY:KRS
EXTERIOR SEE GLAZING
DETAIL A CHK BY:6RK
5CAI.E:NTS
fATERIOR VERTICAL.SECTION INZi fl�Fi ��
WE GLAZING B �— AI[iDMiTB16 Me� B REVISIONS
DETAIL {w- 9
aA.IgINDOWWINDOW to
HEIGHT HAETEHT A o
SfAtANT BEODEYG- L SEALANT SSD=G- pn
CAF-MCASETTER. 1/4•AIAX DAPEMORBETTFR V4 L% °B q
PERMAETERSFAIANT SPACE PUIMETERSEALA14T p
OY OTHFR6 BYOTHLRSHZ C
_ .•a r ,'.. --PRECAST SBA. ',j,`•,'}.�'- y'- PRE•CASTSOl
BY OTHERS .` :'.:;;•�.•.:.:i BY OTHERS C
/, r+• +S:-•: CONCRETTAtA50N RII RY •.r•,.' }' •••;l`
"iti`•ii• ,. WNCRETEIMASON
BYOTHERS .`ice!� �::.•�•', BY OTHERS
z —
Ai VERTICAL SECTION—OPTION C2 VERTICAL SECTION DWG
OPTION SG W.I003
$ PIAECAsrmE_TmIOtETL/MASONNr PRKraumE1
caacRTTFn4AwTaaT
CAWOCRETB FLUBN OR HIGH YMMMCS SLLOR EUA G4 CABTECPETE HDRI OILI.OR EGUAL
FLANGE-NO FASTENER! PLANGIt.NO PAVENEM SHEET:
3 OF 6
SHF/RMINO BY ccoTMER a Mn
FIASHiHO BY OTHERSS EMSEbA1LtaT
PFRidETER SFAIANT BEYINE (F" �-
RN&SHEATMNa _ 6d ROOFNG MALL tar 0A'ITLSIA.ATED HISS F _
EIQERIOR FINISH MWALLATIONANCHOR"• - CONSISTING Of'
ffy QI875'ANKTALED BLASS.
PERNIM 08EA=' DYOTHERS O.JOW AIR SPACE,
BY OTHERS 0125'ANNFJILED bLA55, tlynn ••
10 _ MW PVB WrEKAYER BY SOLVTIA. st e'oP
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SEE GLAZING BTFE i SERIES 9000 SN(IAAPAM
JJJ 19 VERTICAL SECTIONS
OE TAR A INiEftKKa EA7ER� •�^• J GLAZING DETAILS
1ER101t
BEE G[A2NG• B ' 21 PREPARED FOR:
DETAIL A--- MO.H _
SHWLNcO ARLKMCMW_
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pl VERTICAL SECTION GLAZING DETAIL A
xFAD•atwo�mlw>E
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D3 agar AIR SPACE.
SEE a B . AVER-TICAL SECTION-OPTiON �t,,�A��„� REVISIONS
OETARA q./ SILL.71tWOODFWAME OA90'PVB TNTHkAYER BY SCLUTTA, F
U4•AAAx `! 10 - OJ27 AT.$VE•ALEO GLASS 8
O ii �WlNbMp.."' 5 V411 SPALF
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D75TANCE INTERIOR m
PERIMEVER SaAtgNY ( ) j/
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GLAZING DETAIL S " $
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7— INTERIOR
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SEE OIAZNG WALL/
:.'. :' ro EMBEDMENT _/
PeETvvEE wsFAuuDTI TERVlAWQ SEALANT
DETAa A IO SERIES 9000 SH(IMPACT)
BUGHS BYOTHERS FactEnroR EXTERIOR FINISH BYOTIMRS HORIZONTAL SECTIONS
GONGRE'TFiNASONRY 1/4°MAX. INTERIOR PRIOR PERMEIER 91:A1/INT GRUTHINGDY ...-._
BYOTHERS O.A.WINDOW 9N8•ITWwwN SHIM SPACE BY0T ms OTHERS
wzDT/N INSTAUATIONANCHOR PER9AETEA SEALANT PREPARED FOR:
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