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6111120V Florida Building Code Online t 1
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produija AppMyaj Menu>Product or AooNcattnn_Search> IlcaUon Llst>Applteation Detail
FL# FL8153-R9 "m
Application Type Editorial Change 90
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
Archived
Product Manufacturer Shwinco Architectural Products,LLC j
Address/Phone/Email 171 let Services Way
Dothan,AL 36303
(334)556-1000
angineeting@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
i
Technical Representative Keith Schneider j
Address/Phone/Ercall 171]et Services Way
Dothan,AL 36303
(334)556-1000 Ext 113
kschnelder@shwinco.com j
Quality Assurance Representative Keith Schneider
Address/Phone/Ercall 171 Iet.Services Way
Dothan,AL 36303
(334)556-1000 Ext 113
kschneider@shwinco.com
I
Category Windows
Subcategory Single Hung
i
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
I
i
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/AAMAINWWDA 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
j
j
i
httpsJtwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXCWDgvHzW7rZQPBgtKU3ful3GoB5uylClYyeWAN 113
6111/2419 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 r Certification Agency Certificate
Approved for use in HVHZ: No FL8153 R9 C CAC FL 8153.1 N100673 C-R4-slcned,p
t Approved for use outside HVHZ:Yes FLBI53 R9 C CAC FL 8153.1 N1006735D-116-sianed.odf
Impact Resistant:Yes FL8153 R9 C CAC FL 8153-1.4 N1011578,03-RI-sianed.odf
Design Pressure:N/A FL8153 R9 C CAC FL8153.1 N1013164-RZ-signed.odf
Other:Frame Max.: 53"W x 96"H Configuration:O/X Refer Quality Assurance Contract Explratlon Date
to SAP.W.1003 for size limitations and applicable design 12/31/2020
pressures Installation Instructions
F66153 RII FL8153 R7 II FL815,3,1,SAP.W.1003.p�
Verified By: Gene Kearley,PE 52484
Created by Independent Third Party:Yes i
Evaluation Reports
F_L9153 R9 AE FL8153 R7 AE FL8153.1 Enolneedna.
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 fLB153 R9 C CAC FL 8153.2 9000 SH NonAmnact
Approved for use outside HVHZ:Yes N1006734-R5.adf
Impact Resistant:No F0153 R9 C CAC FL 8153.2 NI006735-115-sioned.odf
Design Pressure:N/A FL8153 R9 C CAC FL 8155.3 NI006735A-RS-signed.pdf
Other:Maximum Frame 5'-0"W x 8'-0"H Sash 4'-9"W x Quality Assurance Contract Expiration Date
T-1 i"H Refer to SAP.W.1004 for design pressures and limits of 12/31/2020
use Installation Instructions
FL8153 R9 II FL8153,2.3 SARW.1004.pdf,pd
Verified By: Gene Kearley,PE 52484
Created by Independent Third Party:Yes
Evaluation Reports
FL8153 R9 AE FL 8153.2 El] jag rind Evaluation 2015-
0008 pdf
Created by Independent Third Party:Yes
8153.3 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window I f
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL8153 R9 C CAC FL 81253.3 9000 SH Non-Impact Te np-gmd
Approved for use outside HVHZ:Yes NIO0673.A-RS-signed.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 4'-9°W x 3'-11"H with Installation Instructions
tempered glazing FL8153 11911 FL8153.2.3 SAP.w,1004.3ff.pp If
Verified By: Gene Kearley,PE 52484
Created by independent Third Party;Yes
Evaluation Reports
FL8153 R9 AE FL 8153.3 Enalneerina Evaluation2015_
0009•adf
Created by Independent Third Party:Yes
6153.4 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window(HVHZ-Impact) l
Limits of Use Certification Agency Certificate
Approved for use in WVHZa Yes FL8153 R9 C CAC FL 8153.1.4 NI0 1578.03-RI-signed.nd[
Approved for use outside HVHZ:Yes FL8153 R9 C CAC FL 815533,4 NI011578,,01-11-sioned.odf
Impact Resistant:Yes Fl-StQ R9 C CACI F1L8153 4 NI011 78.02-R1-signed.ndf
Design Pressure:N/A FL8153 R9 C CAC FL 8153.4 R N1011578-Ri-slave '--j p-df
Other:See Installation Drawing SARW.1005 for limits of user FL8153 R9 C CAC_FL8153.4 NI013164-BZ )aned.pdf
maximum sizes and design pressures Quality Assurance Contract Expiration Date
12/31/2020
https./Iwww.flaridabuilding.org/pr/pr app dtl.aspx?param=wGEVXCAAttDgvHzW7rNP8gtKU3ful3GoB5uylCfyyetk%3d 213
INSfALIAnON NOTES:
1. ONE(1)INSTALLATION ANCHOR ORINSFAIIATIONSTRAPISREQUIREDATEACH co
ANCHOR LOCATION SHOWN. rl
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM S H W I N C O ARCHITECTURAL
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSCAIIATION.
3. INSTALL HOFT EDEPIDUAL DEPICTED
NIINTHEANCHANCHORS ANCHOR
RANCE MAR PRODUCTS, INC
•
*V2 INCH OF IIID OFPICTFA LOCATION IN THE ANCHOp LAYOUT OEf40. N
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT y/.+
-
CUMULATIVE FROMONE DATEACDLLLATIOGHFRAAEIWALLATO THE F101 SLR/ES 9000 SINGLE HUNG
4. SHIM AS REQUIRED AT EACH THROUGH FRAME INSTALLATION ANCHOR OR
INSTALLATION SMP WITH LOW BEARING SHIM(S),MAXIMUM ALLOWABLE SHIM /+� /�..��++� OLO(\\0����
STACK TO BE 214 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. (IMPAC
_ ■ 1
SHIMS)SHALL BE CONSTRUCTED OF NIGH DENSITY PLASTIC OR BkTTER. i\ I A V /
S. FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d ROOFING NAHS '
THROUGH FINS WITH SUFFICIENT LENGTHTO ACHIEVE 2INCH MINIMUM TITLE:
EMBEDMENT INTO WOOD SUBSTRATE OR RR PAN HEAD WOOD SCREWS SERIES 9000 SN(IMPACT)
THROUGH FINS WISH SUFFICIENT`LEN TO ACHIM11/21NC14 GENERALNOTFS:
MINIMUM EMBEDMENTINTO WOOD SUBSTRATE. ZNSTALLATIONB
1. THEPRODUCT SHOWN HEREIN IS DESIGNED TABLE OF MOENTs 6ENIERAL NOTES
B, FOR FIN INSTALLATION INTO STEEL SUBSITIAri3,USE RIO AND MANUFACTURED TO COMPLY WITH THE
TEKSCR£WTMROUGHHNWITT1SUfTICIENTLENGTN FLORIDA BUILDING CODE(FOC). SHEET REVISION SHEET DESCRIPTION PREPARED FOR:
TO ACHIEVE MINIMUM PENETRATION OF3 THREADSTHRU STE£L5U1315TRATE. EXCLUDING HVHL AND HAS BEEN EVALUATED - -- SHWlNCO ARCHITECTUPAL
ACCORDING TO THE FOLLOWING ] - TM17ALLATION 66a%ERAL NOTES PRODULr5•LLG.
7. FOR FLANGE AND CUP INSTALLATION INTO MOD FRAMING USE
010 WOOD SCREW FRAME WITH SUFFICIENT LENGTH TO ACHIEVE MMNWDMA/CSA10]/IS,7JA440-0S 2A - ELEVATION 6 ANCHOR LAYOUT
11n INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ASTM E1946-02(05 20 - ELEVATION&ANCHOR LAYOUT DATE:6-14-16
-
- . & FOR FLANGE AND CLIP INSTAllAT10N THROUGH]X SLICK T40 CONCRETE/MASONRY ASTM E 1B86-D2/OS 2C ELEVATLONQ ANCHOR LAYOUT DRN BY;KITS
OR DIRECTLY INTO CANRIE"ASONRX USE 3116 MCH DIAMETER NW TAPCON OR 2. ADEQUACY OF THE EXISTING STRUCTURAL 2D - ELEVATION ANCHOR LAYOUT
EQUAL OF SU FRCIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. CONCRETE/MASONRY AND 2X FRAMING AS AMAM WIND -- CHIC Fly:GK
9. FOR FLANGE AND CUP INSTALLATION INTO STEEL SUBSTRATE,USE 910 TFX SCREW OF FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 9 - VER'1LCAL SECTIONS
AND TRANSFERRING APPLIED PRODUCT LOADS TO THE - VERTICAL SEcTION54 M.AZIN6 DETAILS SCALE:NTS
SUFFICIENT LENGTHTO ACHIEVE MINIMUM EMBEDMENTOF 3 THREADS FOUNDATION ISTHE RBPOIJUIMUTYOFT14E ENGINEEROR 4
PENETRATION BEYOND MEL WALL ARCHITECT OF RECORDTORTHE PROXCT OF INSTALIAMON. _
5 i HORIZONTAL$ECTLLlNS REVISIONS
TO. MINIMUM EMBEDMENTAND EDGE DLSIANICE EXCLUDE WALL FINISHES, 3. ]X AND ZX RUCJG[WHEN USED)SHALL BE DESIGNED AND 6 - COMPONENT54 BILL OF MATERIAL �yJ
INCLUDING BUTNOT UAIABED TO STUCCO,FOAM,BRKX VENEER,AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE1--
SIDING, STRUCTURE,BUCK DESIGN AND INSTALLATION IS THE
RFSPONSMIIM OFTHE ENGWEER OR ARCHWECT OF a
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE RECORD FOR INC PROJECTOFINSTAUATION.
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT DESIGN PRESSURE RATING g
COATING. 4. THE INSTALIATION DETAILS DESCRIBEDHEREIN ARE M75SL2:IMPACT`
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR SIZE DESI6N%2ESSURE5 yv�
12, FOR HOLLOW BLOMAND GROUT FILLED BLOOC,DO NOT INSTALL ASPECIFICSHTE.IFSITEwNDTRONSCAUSEINSTALLATION RATIO . F%
!INSTALLATION ANCHORS INTO MORTAR JOIX S.EDGE DISTANCE IS TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO GLAZING-(53'x 747 LAI76E AND SMALL
A LICENSED DO UMEIN R FOR USE WITH THISDOCU ARE SITE +300/-CIO PSF MISSILE TESTED
FACE STIED"OFBLOCK" SEE SHEET 2A FOR DETAILS SPECIFIC DOCUMENTS FOR USE VlFIH THIS DOCUMENT
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH S. APPROVED IMPACT PROTECTNESYSMMISN07 61AYI46-(53'x74') ^..,_..-.�_^•�- LARGE AND SMALL
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS .70/410PSF MISSILE 7ESTED LU a
SHALL NOTBE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE REQUIRED ON THIS PRODUCT IN AREAS REQUIRING SFE SHEET 2A FOR DETAILS ..--
IMPACT RESISTANCE- �
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, GLAZING-(53'x96') .60/-70 PSF LARGE AND SMALL
1d. INSTAllAY10N ANCHOR CAPACRfFS FOR PRODUCTS HEREIN ARE BASED G WINDOW FRAME MATERIAL'VINri(PVC) SEE SHEET2B FOR DETAILS MISSILE TESTED Z
ON SUBSTRATEMATERIALS WTTITHE FOLLOLMNGPROPERTIES: 7. GLASS MEETS ASIM E 13MB4 GLASS CHANT GLAZING-(53'x967 LARGE AM SMALL
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 055. +50/-50 PSF DW6#:
R.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSL REQUIgLMENTS. E SHEET 4 FOR GLAZING OLTALL SEE SHEET 2R FOR OETAI(5 AHISSIIE TESTED ��J i//�'VV���
C.MASONRY.SHALL CONFORM TOASTM C90. S. DE54GUATWNS•X"AND'Om STAND SEE SHEET OF 6.FOR THE FOLLOWING: �V.. SAP.W.I3 D.STEEL-MINIMUMYIFLA STRENGTH OF 33 KSI.MINIMUM WAIL X-OPERABLE PANEL ' SHEET:
THICKNESS OF 47.8 MILS.TSB GAUGE), 0:FIXED PANEL
1 OF 6
UWTMA% UNIT MAX
WIDlHS7A0' VftD77163-00'
462S'MAX ag x-MAX CO
D1.0.NADiH aL.0.WIgiH
b! p! � �•
4 3 3 JW O
W lets
5F - 5—Q 5 ffi B
MAX O Usw
aLa Mo. O kL�
MGM
too
uNrr 3 /
MAX ItNR ]e.ewk]aeas'
NEIDNT MAX
r..av 7 TT'"F.
32.W
MAx X ° X SERIES 9000 SH UWACT)
ALA. MAX
HElaw OAA.
/ HEICHT / ANCHOR LAYOUT
_ PREPARED FOR:
SITYA Nco APOUIECTUFAL
b2 AZ L2 D3 PRobters.
4 3 a 4
TE:6-1416
ELEVATION ELEVATION DDAAavI X14- --
FIN _ FLANGE CHX BY.raft
91 O.C.TYt? r-0 a-ausm SCALE:NTS
1 (FYU 4'Tip. Fraro fF00 ["fPP.
1'TYP. REVISIONS
4`TYP.
TO.CTYP. 9� 7.0.C.TYP. �/ • Q .
6arA
. O lFa7 O
m !Y
�`l
/ AEOUIirENENfSANE
yi 1� TIE
x adv. " x - CAN!#INCREASED TO o
RaaeroHOFs
ANCHOR LAYOUT ANCHOR LAYOUT p`w�
FIN FLANGE SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF&+70/-110 PSF. WOOD AND STEEL APPLICATIONS. 2A OF
WOMif OC
IARMU�
wa co
wx
' Al p w.awaM
J
yy
w�rlr D LO
B
TITLE;
SERIES 9ODD SH(IMPACT)
ELEVATION 6
ARMOR LAYOUT
u7 PREPARED FOR;
3 3 3 SHWIWO ARCWEC""
4 PRODUas,LLC.
w.
OLD xvrll M,
DATE:6-14-16
ELEVATION ELEVATION DRN BY:ms
FLANGE FIN
CHK BY:GRK
SCALE:NTS
1»erwx .—
O . PWLFRp1 215.111E t0.5MN
A.MTon- o�TIP. , n.e.tm - REVISIONS
1'YN..i11Y1 P1NIt.i1c11 NYI}.pRl1
d�m¢v.T.c Ef%fY9'M .GCHtEATm. p
DD'FNI FF .
O.C.M. 11TWY. ?
)O� z
D ne TT► O O Cp
aMei
.LTM
� 0
4// q
2
Z
ANCHORLAYOUT ANCHOR LAYOUT `"°0.ABT"' DWG P.
NGF RAMS _FLAIYGETC F ANCHOR LAYOUT
FIN SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+60/-70 PSF&+SO/-S0 PSR WOOD AND STEEL APPLICATIONS. 28 QF 6
UNITARAI( T-- UWA"
WIDTH 638tl'— Wa)TH nW
4ear MA% 48.36•IM., ICA
DAA,wares DLD.VAD7H
DI Ai G
4
A3 C3
9w 5 0 5 � 5 B 0
D.t.D.
B Hdaf r s LMAX UNT
OHiOP���
UNT
tfa( T Hk11T "— !.• am.ru.r 4b04
74.08. ...._.-
saas
7400- //� TME:
MAX X � i X SERIES 9000 SH(IM?nCl')
DA-0.
"Sew Di.a ELEYAnom&
�� 11Ei0hT ANCHOR LtYCWT
PREPARED FOR:
--. SHWBJCO AitdtiTiXimAL
D2 A2 CZ D3 Fk0DUMAL'
4 3 3 4
ELEVATION ELEVATION DAlE:6 ta-ie
FIN FLANGE DAN V.KRS
CHK 8Y:GRK
aroc.Tm, Tw ah s?D.D.Tvit SCALE NTS
(fR0 —4°TYP. FlonO....l (FM
\ rTvr.
TMP REVISIONS
FF
T 7YP,
...........
roasvr 1� sDZ.T
/� O
tF811
0 O
In
floo
�- —� Now-` p�
x bsm9r�nar� x �pro
H� _
- — r �. a
Totyld z
ANCHOR LAYOUT ANCHOR LAYOUT MC#
FIN FLANGE SAP.W.1003
SHEET:
ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF &+70/-110 PSF. MASONRY APPLICATIONS 2C OF G
i
,00rws I
o-fwt —rnooa co
ow.w°n,
ar°av
u,
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a � Ww I C7
uw, x mss( ��IEipmp�p
excaa
TITLE
°. ° x °" SEPIES 9000 SH W"ACI)
1 ncairt x ELEVA'nCNA
AWNCR LAYOUT'
_ PREPARED FOR:
9 3 3 5HW1NL0 AXHMC7VRAL
LPRODUCTS.LLC.
carr wx
owu®u -.
emrwx _
DATE 6-14-16
ELEVATION ELEVATION DRN BY:KRS
FLANGE _ FIN
CHK BY:GRK
SCALE:NTS
FT ' RE1ISi4N5R (y
rwrwow -w md, rwtata
h =
amsrano. L roaWcnT.r � .,w. n �
ac m' wswc
°.a.Tm
AT
x x m x a
rwv..rtw r,.u.rna. r,w..na 'Z --
` "" ANCHOR LAYOUT `°""`""" ANCHOR LAYOUT °° '°' ANCHOR LAYOUT DWG#
FLANGE/FRAME- FLANGE CLIP FIN SAP.W.1003
SHEET.
ATTACHMENT DETAILS FOR APPLICATION OF DP+60/-70 PSF&+50/-50 PSF. MASONRY APPLICATIONS Z D OF 6
PERYETER SEAIAKT 2 1/Y MDY E06E
PERIEETERf
21/16'MTN.EDOE DETYKENCONCREW DCSTAI4[E
BfTYYEEN COHCRECRL-Tfl DISTANG'F MASONRY 8 IXYJDOD ca
MAS09M i IX WOOD BU6K BYOTHERS
' BUCKBYOTHERS APCON
1X WOOD BIBIAHATNOR
sn D'trn TAPCON °tICLc
1XWOODWCK INSTALLATION ANCHOR BY OTHERS CONO`tE111►MSOMHY ,
BV OTHERS CONCRETEIMA-SONRY •} a .,•� 8YOTHERS
:F• . .i' BY OTHER$ PERIMETER SEALANT •} ' WOOD TFUM _* tw 6
-. 2464
PER04MR SEALANT '..�c •e
11.3'RUM BY OTHERS •,7; •t• BY OTHERS ����
BY OTHERSr• 'F! •''�• .•, ___•_ rEMKOMENT .7'..; �.• '41'
•• T'• (B" L 8101'
tg 1/4°MAX
SN"SPACE 11/4'MIN.
V4'xAX 10 EAIOEUMFNT Lual7onanALao ssle.
®_
SJ-11M SPACE O.A.WINDOW WTEpIOp
QA WINCOV/ HEL6HT EXTERIOR7 •-'
HEIGHT OLTF1tKLp / 7
INTERIOR TITLE:
/// SEE IA SERNS9"SH{IMPACTJ
SEE OU1m(0 DETAETAILLA
DETAILA VERTICAL SECTIONS
IMER'0
PREPAREDI FOR:
u S"NrNC0 ARQIIIECTIMAL
VERTICAL SECTION o-__ 2 Cl VERTICAL SECTION-OPTION rpooucTs,LLC.
MR6E 13 ffuD-cwxRmrjmAsOIw
TD FLA" DATE:6-14-16
DRN BY:KRS
Emit" 0127AIILA .
• CHK BY;6RK
SCALE:NTS
INTERIOR�R EXTERIOR N 10
yERTICAI.sECTION REVISIONS
SEE GLAANG ^N�TN�IWL SEE G13AM S
DETAIL ° DETAR—�`
11EI6ffi' HET6HT u LD $
SEALANT BEDDkYCT- u SEALANT BEDORIG- MAXDAP EN OR BETTER I/4'MAX DAP BCD OR OTTER 114-MA °O
CE
PERBNETERSIAL NI SPACE PERMSETERSEALANT
DY OTHERS BY OT71CR8 - ti•'•
•''? ".�`•.•```PR BYGp TTHETCB SILL
^'/• ". PRE-CAST SILL S2
BY OTHERS
}Y,-,::;•,+•� ,1:' –COWFILTEAKASCNm ••y•-.1,, `,�1 CORGI BONRY
BYOTHERS "i.�/'- �•', eY OTMERS S
z
i VERTICAL SECTION-OPTION QVERTICAL SECTION-OPTION DW6#:
Pas.OlsTT9lL_Cm1�EIuMASDMNv PRE-AW ML-WNOU7T/MASOHRT S A P.W.1003
CAS TECKETE FLUSH OR I°6}I VINRLFACB SILL OR EQUAL CASTEGAETE HIDRI BILLOR EWAL 'SHEET:
FLANGE-110 FASTENERM PLANOB-NO FA°TEWRB
30F6
i
BHFATOTH BY co
OTHERS r MIN.
FLASHING BY OTHERS-- y .M
PERNETER SEMIANT RETWE
FIN&SNFATH4N3 6019010FNG WSIL tar OA INSULATED GLASS � F
EXTEAIOR FINISH IN5TALSATION ANCHOR CONSISTING OF:
8Y OTHERS :::::•. 2X WOOD FRAME 0.1875°ANNEALED GLASS.
PERMETER SEALANT BYOTNERS O.ffy ' "AIR SPAGE� -
OIZT ANNEALED GLASS, •'
OtItERs _ OA90°PYB IM'6iAYER BY SOLUTIA. UFAIEQF (�
10 -- -
0125"APBuEALED61A55 pY.s{rynE ��
5/QM SPACE �/ `L�
OA.WINDOW l0 / INIMOR -.—.
HEI6HT 7/Y MM EW � 1
DISTANCE 1 TITLE: .
EICTERIOR 7 SFD� 0.8)961A55 1
azTE SERIES 9000 SH(rMPAC1)
sEE cLAZIt 19 VMTlrAL
DETAIIA IHTEfl1DR T R I �^ %I _GLAZING DETAAO55
sEEDLAZNDy 21 PREPARED FOR:
DETAu A--- B EST RiQ$
sHWLrlco wRuaTECLTmAI
0 5 PRObmTs.U.C.
Di VERTICAL SECTION u GLAZING DETAIL A
HBU!•atT'/DOo FIIAAE v bATE:6-1416
9ENANraEDDILIG- s/s MAX '
DAP BOD OR BETTER-^.` SPACE
DRN BY:KRS
FE MMI'R SEALMT .
BYDnDsas�� — CHK BY:GRK
MOOD FRAMN0 lJV O.A.INSA.ATRk GLASS
BYOTHERB— �SIJT"Or. SCALE:NTS
EXTERIOR NTI ERJa? 0.125"A48JEALED GLASS,
p3 VERTICAL SECTION-OPTION 0-500'ASRSPACE. REVISIONS
SEEG LMLO ROUV APINEALED RA55,
UETAD.A 4 SILL-IX YAOO FIIANE 0090'PVB rNTEPLAYER BY SOLUTIA, c
V•1'MAX I() = 0,120'ANNEALED GLASS
OAm6wr W 5 SHTM SPACE Q .
DISSAP CE ' INTERIOR m
PER96EYT�$DAtANi -
0.6".GLASS
a
nt t �
EXTERR)R r-Ras" -
BT OTHERS E R-U
t4a�-
PETRMETERSEALANT BETWEEN Y OFRAMC ~ 21
FIN&SHEATHOiG EXMOR q
SFIEAI'HWG BI' ...: ---#WVMDSCRFW A
°TMS .TIDN
ANCHMGLAZING DETAIL B
Ur MIN. ANCHOR
EAIOEDMEM -
a'*'1 (OP+60/-70)
d
z
pZ VERTICAL SECTION.
- SAP.W.1043
SHEET-
4OF6
1 t/1•MTTL I �
E(FLANGFIA E) ' cc
E) F/4'MAX
SHIM SPACE
10 GAUGE
1/4'MAX INTERIOR 3/4 MM EDGE STEEL FRAMING
I3116*NSTALW TAPGOH SIAM SPACE DISTANCE BY OTHERS UCE'/y
M37Al1AngNANCNQR------ ix OTHERS CN (RN) rIOTEKSCREW
BY OTHERS OPTKNi4L �� I(f' Abo.
-- ••1--._.__-__._.ice;c. f0 �
21116•MAN.EDGE •-'•L I Ahs„I,.r!G ---
DISTANCE
.a.'�•`• 7 SEE GLAZING s1 C$1 A
` -DETAILA 7 / aSa�C"�7v�p
i! - SLIFfICIFNTTO y PTr��ea
-•,}. ACHIEVE A MM
It/9•MIN. 5i'• 3TNA51DSTF&OUGIl� ,
10 EMBEDMENT SEE G[AZWG / WALL
PERIMETERSEALANt •••!'�:
BETWEEN 1%WOOD OETA6 A J SERIES 9000 SH(IMPACT)
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16 GIAZIN6 BEAB+(1NSULATFD) VINYL SHWINCO 17r J�tr11 SASH HEAD f L Fr RAIL REIWORCEME14T60D5•T5 YARIDus-- � pREpARED FOR:
II ' sHwlNcoAl2 STTIEREINFORCEAENTGODS-T3 VARIOUS 2eRODVers,LLL
13 MEETING07L.0014F RCEMENT bOBG T6 VARIQt/5 e.11C
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22 INSTALLATION CLIP STEEL
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