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5/2012019 Florida Building Code Online
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Product Approvals USER:Public user
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prjpduct Aoorovai Menu>.Product or Abnikauan Seareh>Qppikatlon Ust>Application Detail
t FL# •FL17292-R4
Application Type Revision
Code Verslon 2017
Application Status Approved
*Approved by DBPR.Approvals by 08PR shall be reviewed and raddled by
the POC and/or the Commission If necessary.
i
Comments
Archlved
Product Manufacturer Shwlnco Architectural Products,LLC
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334)556-1000
engineering@shwinco.com
;j
Authorized Signature Keith Schneider
englneering@ishwlnco.com
Technical Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334)556-1000
engineering@shwinco.com
I
Quality Assurance Representative Josh Lowe
Address/Phone/Small 171 Jet Services Way
Dothan,AL 36303
(334)556.1000
engineering@shwinco.com
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standardyear
AAMAtWDMA/CSA 101/I.S.2/A440 2608
ASTM E1885 2005.
ASTM E1996 2005
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https:/Ayww.flaridabufding.org/pr/pi app_dd.aspx9param=wGEVXCw DgvOQpG AVmPU%2fYzliW6f2k*4%2fGASlYnIOsU%2bsV&XG6g%3d%3d 1/2
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5120/2019 Florida Building Cade Online .
Product Approval Method Method 1 Option A
Date Submitted OL/26/2019
Date Validated 01/28/2019
Date Pending FBC Approval
Date Approved 02/01/2019
Summary of Products
FL# Model,Number or Name Description
i 17292.1 Series 9050 Vinyl Sliding Window Series 9050 Vinyl Sliding Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL17292 R4 C CAC N1012101.01-R4.odf
Approved for use outside HVHZ:Yes FL 3?2P2 R4 C-CAC W101,3101,02-R1,odf
Impact Resistant:Yes FLIZZ22.RA C ram: N10121e1-R3.9
Design Pressure:N/A Quality Assurance Contract Expiration Date
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN 06/30/2020
PRESSURE RATINGS.GLAZING A AND B ARE QUALIFIED FOR Installation Instructions
LARGE MISSILE IMPACT APPLICATIONS ONLY INSIDE THE FL17292 R4 iI NL-D023.odf
HVHZ AND FOR SMALL AND LARGE MISSILE IMPACT Verified By; Luis Roberto Lomas 62514
APPLICATIONS FOR OUTSIDE THE HVHZ.GLAZING C AND D Created by Independent Third Party:Yes
ARE QUALIFIED FOR LARGE AND SMALL MISSILE IMPACT Evaluation Reports
APPLICATIONS INSIDE AND OUTSIDE THE HVHZ.GLASS ELIZ292 R4 AE 513240-o�lf
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Created by Independent Third Party:Yes
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR
EASTMANINTERLAYERS.
beck Ne�:t
Contact Us:,.26,01 Blair Stine Road.Tallahassee EL 32399 Phone:$50.487.1824
The State of Florida is an AA/EEO employer.Copynoht 2007-2013 State of Florida.::Privacy Statement:;Awasslblllty Statement:;Rotund Statement
Under Florida law,email addresses are public records.If you do not want your eanall address released in response to a public-records request,do not send eleetmnlc
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 4S5.275(1),
Plorlda Statutes,effective October 1,2012,licensees Ocemed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 4SS,F.S„please click here.
Product Approval Accaptae
Card
hgps:/www.floridabuilding.org/prlpr app dfl.aspx?pamm=wGEVXQwtDgvOQpGQvtVmPU%2fYaliW5fZlco4%2fGA51YniOsU%2bsWLXGSge/,3d%3d W2
cc112" MAX FRAME WIDTH
SERIES 905o VINYL 57 3/8"
SLIDING WINDOW --F46
I D.L.O.
HEIGHT
L.M. IMPACT- HVHZ 59 '/4 "� BAN/EL
D.L.O. �_ HEIGHT 64"
g ( _ HEIGHT 8 FRAME
GENERAL NOTES: 7 t-�/ 7 HEIGHT
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS 1 .,
w
OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 24" u
2. ADEQUACY OF EXISTING STRUCTURAL CONCRETE I MASONRY AND 2X FRAMING FOR INSTALLATION A D.LO_ S z o
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING 7 WIDTH
APPLIED PRODUCT LOADS TO BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR 128 1/4"ARCHITECT OF RECORD. PANEL
3. 2X SUCKS(AMEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS y
TO BUILDING STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ENGINEER 52" D.L.O. WIDTH WIDTH _ �S v(
OR ARCHITECT OF RECORD. f r
4. INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL
CONDITIONS FOR A SPECIFIC SITE,IF INSTALLATION METHODS DEVIATE FROM THESE APPROVED DESIGN PRESSURERA77NG IMPACT RA7ING t=T 01-
DETAILS FURTHERINVESTIGATION BY A LICENSED REGISTERED DESIGN PROFESSIONAL IS REQUIRED. oC rr x i
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE <to
DEBRIS REGIONS, t50.0PSF LARGE 0 lu �z
6. FRAME MATERIAL'PVC,VINYL MISSILE 1MPACT z% e a
T. GLASS MEETS REQUIREMENTS OF ASTM E1300-04 SEE GLAZING DETAIL ON SHEET 8. MISSILE LEVEL D I E $
S. DESIGNATIONS'X"STAND FOR THE FOLLOWING: ,WIND ZONE 4 AND HVHZ m m w
X:OPERABLE WITHSTANDARDSILL �j'j Nwz
0:FIXED GLASS IN OPERATIONAL UNITS ? 150
0. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH A LOAD BEARING SHIM,SHIM WHERE AND GLASS 8 IN FIXED UNff `r m
SPACE OF 1116'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114'.
10. FOR ANCHORING THROUGH FIN USE#8 WOOD SCREWS FOR 50.OPSF OR#10 WOOD SCREWS FOR UP
TO 130.OPSF WITH SUFFICIENT LENGTH TO ACHIEVE 1.318"MINIMUM EMBEDMENT INTO SUBSTRATE
11. FOR ANCHORING THROUGH FRAME INTO MASONRYICOWCRETE USE 3116'TAPC 3NS FOR 50.OPSF OR DESIGN PRESSURE RATING IMPACT RATING
L/4'TAPCONS FOR UP TO 130.OPSF WITH SUFFICIENT LENGTH TO ACHIEVE 14W MINIMUM
EMBFDMENTINTO SUBSTRATE WITH 21I2'MINIMUM EDGE DISTANCE. ±95.OPSF LARGE
12. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2 BY BUCK USE#10 WOOD SCREW FOR MISSILE IMPACT
SOAPSF OR#12 WOOD SCREWS FOR UP TO 130.0PSF WITH SUFFICIENTLENGTH TO ACHIEVE 1.318'
MINIMUM EMBEDMENT INTO SUBSTRATE. MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
13. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 48 SELF DRILLING SCREWS FOR WITH 1 118'SILL RISER
50.OPSF OR 01ZSELF DRILLING SCREWS FOR UP TO 130.OPSF WITH SUFFICIENT LENGTH TO ACHIEVE A GLASS 01N OPERABLE UNITS
MINIMUM 3 THREAD LENGTH INTO STRUCTURE AND GLASS C IN FIXED UNff.
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS
WITH THE FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.46.
B.CONCRETE•MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. $ NED: 1110512014
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). DESIGN PRESSURE RATING IMPACT RATING
D.METAL STRUCTURE STEl118GA 33KSI OR ALUMINUM 8063 T51/8'THICK MINIMUMLA .f 130.OPSF MIS
51 IMPACT �J fR!IL o l z�i
TABLE OF CONTENTS /4.r1��HS�p•tF�=
SHEET REV. SHEET DESCRIPTION MISSILE LEVEL D.WBNO ZONE 4 AND HIRff �*• ll �=
1 - GENERAL AND INSTALLATION NOTES WITH 2 SO'SILL RISER
2-5 - INSTALLATION DETAILS GLASS D IN OPERABLE UNITS �:� Ale F
�
6 - ANCHOR LAYOUTS AND GLASS C IN FIXED UNIT.
T CROSB SECTIONS i�;�►�;• OR+�Q:'��► C�
9 BILL OFMArrauLSANDCOMPONENTS
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3MB'TAPCON SUPSF) 1 114"MIN.EMBEDMENT
114-TAPOON(130.OPS"
2-Ilr MOH.EDGE DISTANCE 2.112"MIN EDGE DISTANCEaE
STALLATION ANCHOR 3
--- - BEALANTBETWEEN _... .----- - - ---- -- CONCRETFIMASONRY ----- ---- -iXWOOCONCRETE/MASONRY 114E- - -
WOOD BUCK 8 BY OTHERS BY SYOTHERS - - _------_ _CONCRETEOR • ° - CONCRETE!MASONRY3H6'TAPCON SOL)PSF)
MASONRY BY _e C. " 114
e BY OTHERS - NSTALLgT1O1N ANCHOR
OTHERS1114'MIN.EMBEDMENT
FIB WSOH BY e a EXTERIOR :e. 1 INSTALLATION114'MIN.EAIBEQMENT CLIP
OTHERS FINISH BY
I OTHERS f '}}��^^��''•--•''a 7
v2sI INTERIOR
APPROVED SEAL•.• tl4"MNL� •• 7H'�. I a -
SHIM v
BY OTHERS APPROVED SEAL SHIM 21/2'TdIN. °
6'TAP0ON(50.0PSF) BY OTHERS SEALANT BETWEEN WOOD EDGE DISTANCE .
INS fX*TA INSTALLATION
ANCHOR
BUCK B CONCRETE OR s �'
INSTALLATION ANCHOR MASONRY BY OTHERS - EXTERIOR v N m
INSTALLATION o
CLIP a o 2 N
•° �' ERIMETlBt SEAL J cl$ '�
BY OTHERS
1X WOOD SUCK Z Q~0
SEALANT BETWEEN WOOD BY OTHERS % Z j
EXTERIOR INTERIOR EXTERIORINTERIOR BUCK S CONCRETE OR 7 F
THA UGH FRAME MASONRY BYOTHERS EXTERIORFMISH y y f
ANCHORS MUST BE BY OTHERS S Y D Z
�a x-
1EDD WASHER
ANCHOR HORIZONTAL SECTION
WASN '
HFAL1 MASONRY J CONCRETE 0 S 0
SUBSTRATE sZ
• O tit W d
SILL TOBES'T CONCREIFIMASONRY �m w
IN ABEDOF SILL TO BE SET IN A BE BY OTHERS �.
DAP SW SEALANT OF DAP SM SEALANT OR 1 IM"MIN.EMBEDMENT R'
INSTALLATION
DR BETTER CUP BETTER 3N8'TAPCON(SODPSF) 1At"MAX. INTERIOR
1/4'TA IATION 311APSF) ••-v• SHIM
PEPoME'T92 S
PERIMETER SEAL EAL INSTALLATON ANCHOR
BY OTHERS 3n8"TAPCON(SO.OPM BYOTHERS •v .
114'TAPCON 030.0PSF) 3/18'TAPCON(SD.OPSF)
INSTALLATION ANCHOR IN-TAPCON(130.OPSF) V
ALLAflON ANCHOR
a -
EXTEMOR FlN1SH EXTERIOR FINISH
BY OTHERS - -� BY OTHERS 1 114'MIN.
1 114'MN. _ ^
EMBEDMEM EMBEDMENT 4 . .
21/2'MqN. EXTERIOR
•_. 7-. .. E ME DISTANCE
Q - METER SEAL S NED-,1110512014
v Q
q.._ °: •°' °. v• •� ,°' _ BY OTHERS \��111Flfllf�/• `' •- - n CONCRETEI MASONRY - X WOOD SUCK \�� R• t0
,.... �.
2-11TMg&EDGE DISTANCE �— 2-112"MIN.EDQE OISTANCE SY OTHERS BY OTHERS
C,ONCRETFIMASONRY SEALANT B. WEE.NWOOD E(TERIORFINISH
BY OTHERS BUCKSCONCRETEOR BYOTHERS
MASONRY BYOTHBRS *` 0' *y
VERTICAL SECTION VERTICAL SECTION HORIZONTAL SECTION =�$. t°F =�
MASONRY]CONCRETE MASONRY/CONCRETE CONCRETESURFIRATE YQRlO
SUBSTRATE SUBSTRATE % B0..., tom`
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,.� _ _ .0 ,.. ...
4
'", "
.1•
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1
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618'MINIMUMGE
OBTANCE
MWOODFRAMNGOR2BY 5ArMBIMLMEOGE "10 WOOD SCEW(50.OPSF) E� EpR a
1! 111A .SMM a• x
BUCK BY OTHERS DISTANCE .12 WOOD SCREW(130.OPSF)
INSTALLATION ANCHOR
2X WOOD BUCK �
8Y OTHERS
INTERIOR
- 13/B'MIN.
EMBEDMENT EXTERIOR FINISH 1 3W MIN.EMBEDMENT �
BY OTHERS
EXTERIOR FINISH SB•MN.
EDGE DISTANCE
BY OTHERS 1/4•MAX 1/4•MpX � EXTERIOR � m
SHIM PERILIkEETER SHIM
PERIMETERyOT #10 WOODSCREW(50DPSF)
BY OTHERS #12 WOODSCREW(130.OPSF) By 0
S Q'2
INSTALLATION ANCHOR
010 WOOD SCREW(SO.OPSF) PERIMETER BY OTHERS SEAL S
INSTALLATION CUP #12 WOOD SCREW(130.OPSF) Q Q
INSTALLATION ANMOR K
2X WOOD SUCH EXTERIOR FINISH p S
BY OTHERS 3
THROUGH FRAME BY OTHERS j 01 g m 4
INSTAUED ORS WITHAE HORIZONTAL SECTION x z
WASHER
2 X BUCK SUBSTRATE 0 3
UNDER ANCh17R F
HEAD. p z
��'NT -lwMAXSH(M
EXTERIOR INTMOR EXTERIOR INTERIOR W m m
1"0 WOOD SCREW(50.OPSF7 pp N q
• - IM2 WOOD SCREW(130.OPSF) r Wm yy
INSTALLATION ANCHOR
rw, W
a
INSTALLATION
5B'MIN. CUP
EDGE DISTANCE
INTERIOR
INSTALLATION CUP
#1D WOOD SCREW(50.DPSF)
S10 WOOOSCREW(50.OPSF) 412 WOOD SCREW(I3D.DPSF)
PERIMETER SEAL S12 WOODSCREW(130.OPSF) PERIMETER SEAL INSTALLATION ANCHOR
BY OTHER INSTALLATION ANCHOR BY OTHER EXTERIOR
EXTERIOR FINISH - EXTERIOR FIMSH '
BY OTHERS Y BY OTTEfTB 13/8•MN.
1 318*MIN. - EMBEDMENT S NED.11/0512014
EMBEDMENT
SEAL
SILL TO BESET SILL TO BE SET IN A
OAP B c s BED
FALAN�T OF DAP 800 SPA ROR OTHOD St"
ERS BY oTMHERs `ETER N\-�S �!rL
� J •�.;EIY q .
OR BETTER - EXTERIOR FINISH
2X WOOD BU 2X WOOD W BYOTHERS y . *�.
BY OTHERS BY OTHERS
VERTICAL SECTION VERTICAL SECTION HORIZONTAL SECTION = i F
2 X BUCK SUBSTRATE 2 X BUCK SUBSTRATE
2 x BUCK S BS RA i '.• Oit10�'•�
tip 8 •...• �•.
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