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• FL # FL8153-R12
Application Type Revision ST. Lucie County, gritting
Code Version 2020
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
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
no cop �
Shwinco Architectural Products, LLC
171 Jet Services Way
Dothan, AL 36303
(334)556-1000
engineering@shwinco.com
Keith Schneider
engineering@shwinco.com
Josh Lowe
171 Jet Services Way
Dothan, AL 36303
(334)556-1000
engineering@shwinco.com
Josh Lowe
171 Jet Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Windows
1!:]
Hung
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
Year
AAMA/WDMA/CSA
101/I.S.2/A440
2011
AAMA/WDMA/CSA
101/I.S.2/A440
2017
AAMA/WDMA/CSA
101/I.S.2/A440
2008
ASTM E1886
2013
ASTM E1996
2014
TAS 201
1994
TAS 202
1994
TAS 203
1994
Florida Licensed Professional Engineer or Architect
FL8153 R12 Equiv Equivalency Letter FL8153 SS 2021-05-03.pdf
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1 /18/22, 11:21 AM
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 08/11/2021
Date Validated 08/12/2021
Date Pending FBC Approval
Date Approved 08/25/2021
Summary of Products
FL #
Model, Number or Name
Description
8153.1
1. Series 9000 Single Hung Window
Series 9000 Single Hung Window (HVHZ)(Impact)
(HVHZ)(Impact)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL8153 R12 C CAC NI011578.01-R2.pdf
Approved for use outside HVHZ: Yes
FL8153 R12 C CAC NI011578.03-R3.pdf
Impact Resistant: Yes
FL8153 R12 C CAC NI011578-R2.122df
Design Pressure: N/A
FL8153 R12 C CAC NI613164-R4.pdf
Other: See Installation Instructions and Evaluation Report for
FL8153 R12 C CAC NI015229.01.12-df
allowable design pressures, sizes, installation requirements and
FL8153 R12 C CAC NI015229.02.pdf
limits of use.
FL8153 R12 C CAC NI015229.pdf
Quality Assurance Contract Expiration Date.
10/31/2024
Installation Instructions
FL8153 R12 II SWD053 SS 2021-08-10.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL8153 R12 AE PER7513 SS 2021-04-16.pdf
Created by Independent Third Party: Yes
8153.2
2. Series 9000 Single Hung Window
Series 9000 Single Hung Window (Non-HVHZ)(Impact)
(Non-HVHZ)(Impact)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL8153 R12 C CAC NI006735.03.pdf
Approved for use outside HVHZ: Yes
FL8153 R12 C CAC NI006735.04.pdf
Impact Resistant: Yes
FL8153 R12 C CAC NI011578.03-R3.p_df
Design Pressure: N/A
FL8153 R12 C CAC NI013164-R4.pdf
Other: See Installation Instructions and Evaluation Report for
FL8153 R12 C CAC NI015229.0i.pdf
allowable design pressures, sizes, installation requirements and
FL8153 R12 C CAC NI015229.02.pdf
limits of use.
FL8153 R12 C CAC NI015229.pdf
Quality Assurance Contract Expiration Date
10/31/2024
Installation Instructions
FL8153 R12 II SWD054 SS 2021-08-10.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL8153 R12 AE PER7514 SS 2021-04-16.pdf
Created by Independent Third Party: Yes
8153.3
3. 6000 Security Series Vinyl Single
6000 Security Series Vinyl Single Hung Window (Non-HVHZ)
Hung Window (Non-HVHZ)(Non-
(Non -Impact)
Impact)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL8153 R12 C CAC NI015270.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
10/31/2024
Design Pressure: +60/-60
Installation Instructions
Other: See Installation Instructions and Evaluation Report for
FL8153 R12 II SWD057 SS 2021-08-10.pddf
allowable sizes, installation requirements and limits of use.
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL8153 R12 AE PER7631 SS 2021-08-10.pdf
Created by Independent Third Party: Yes
Back IVext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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Florida Building Code Online
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed 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 455, F.S., please click here .
Product Approval Accepts:
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JDSPRVIVISIONS
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Code Version
2020
FL#
8153.2
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ALL
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ALL
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ALL
Subcategory
ALL
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ALL
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ALL
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ALL
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ALL
Product Model, Number or Name
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Approved for use in HVHZ
ALL
Approved for use outside HVHZ
ALL
Impact Resistant
ALL
Design Pressure
ALL
Other
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C.—H D.—Mc _ Annlientinnc
FL#
Type
Manufacturer
Validated By
Status
FL8153-
Revision
Shwinco Architectural Products, LLC
National Accreditation & Management
Approved
R12
FL#: FL8153.2
Institute
History
Model: 2. Series 9000 Single Hung Window (Non-HVHZ)
(804) 684-5124
(Impact)
Description: Series 9000 Single Hung Window (Non-
HVHZ)(Impact)
Category: Windows
Subcategory: Single Hung
'Approves Dy uuNrt. Approvals Dy uurn snap oe rewewea ano raanea Dy me rL)t_ ano/or me t-ommission a necessary.
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy tatement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
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 455, F.S., please click here .
Product Approval Accepts:
MR®�®R
Credit Card
Sate
https://fioridabuilding.org/pr/prl_appjst.aspx 1/1
SHWINCO ARCHITECTURAL PRODUCTS, LLC
INSTALLATION NOTES: SERIES 9000 SINGLE HUNG WINDOW
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
ANCHOR LOCATION SHOWN. (NON-H VHZ) (1 MPA CT)
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITH THE FOLLOWING PROPERTIES:
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
A.
WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
TOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN
B.
CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT
C.
GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE
GROUT COMPRESSIVE STRENGTH OF 2000 PSI.
NEXT.
D.
HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH
E.
STEEL- MINIMUM YIELD STRENGTH OF33 KSI. MINIMUM WALL THICKNESS OF 47.8 MILS.
LOAD BEARING SHIM(5). MAXIMUM ALLOWABLE SHIM
(18 GUAGE)
STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/161NCH
F.
ALUMINUM -ALLOY SHALL BE 6063-TS OR EQUIVALENT. MINIMUM (0.090") WALL
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF
THICKNESS
HIGH DENSITY PLASTIC OR BETTER.
5. FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d
ROOFING NAIL FIN THROUGH FINS WITH SUFFICIENT LENGTH 1.
THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
TO ACHIEVE 2INCH MINIMUM EMBEDMENT INTO WOOD
CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED
SUBSTRATE OR#8 PAN HEAD WOOD SCREWS THROUGH FINS
ACCORDING TO THE FOLLOWING:
WITH SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM
AAMA/WDMA/CSA 101/1.S.2/A440-08/11
EMBEDMENT INTO WOOD SUBSTRATE.
ASTM E1886-13a
• ASTM E 1996-14a
6. FOR FIN INSTALLATION INTO METAL SUBSTRATE, USE #8 TEK
SCREW OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM 2.
ADEQUACY OF THE EXISTING STRUCTURAL[ONCRETE/MASONRY AND 2X FRAMING AS A MAIN
EMBEDMENT OF 3 THREADS PENETRATION BEYOND METAL
WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
WALL
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD FOR THE PROJECT OF INSTALLATION.
7. FOR FLANGE AND CLIP INSTALLATION INTO WOOD FRAMING
USE #10 WOOD SCREW INSTALLATION THROUGH CUP.WITH 3.
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER
SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM
ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
EMBEDMENT INTO WOOD SUBSTRATE.
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
B. FOR FLANGE AND CLIP INSTALLATION INTO METAL 4.
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL
SUBSTRATE, USE #10 TEK SCREW OF SUFFICIENT LENGTH TO
CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM
ACHIEVE MINIMUM EMBEDMENT OF 3THREADS
THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE
PENETRATION BEYOND METAL WALL.
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
9. FOR FLANGE AND CLIP INSTALLATION THROUGH 1X BUCK TO 5.
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS
CONCRETE/MASONRY, OR DIRECTLY INTO
REQUIRING IMPACT RESISTANCE IN WIND ZONE 4 OR LESS.
CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW
TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH 6.
WINDOW FRAME MATERIAL: VINYL (PVC)
MINIMUM EMBEDMENT.
7.
GLASS MEETS ASTM E 1300 GLASS CHART REQUIREMENTS. SEE SHEET 1 FOR GLAZING DETAIL.
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, 8.
DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:
FOAM, BRICK VENEER, AND SIDING.
X: OPERABLE PANEL
0: FIXED PANEL
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
NOTE:
1. ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS AS PER CH 24 OF THE
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT
FBC.
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A) AS REFERENCED
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK
IN CHAPTER 24.
OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN
36" AS PER CHAPTER 24.
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN
4. TEMPERED GLASS ON SACRIFICIAL LITE SHALL BE USED ON APPLICATIONS 30
ACCORDANCE WITH ANCHOR MANUFACTURER'S
FEET ABOVE GROUND.
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
0.875" GLASS/
BITE
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
INSTALLATION, GENERAL NOTES & GLAZING DETAIL
2
ELEVATION & ANCHOR LAYOUT
3
ELEVATION & ANCHOR LAYOUT
4
VERTICAL& HORIZONTAL SECTIONS - NAIL FIN
5
VERTICAL& HORIZONTAL SECTIONS - CUP
6
VERTICAL& HORIZONTAL SECTIONS -THROUGH FRAME
7
COMPONENTS & BILL OF MATERIALS
DESIGN PRESSURE RATINGS
SIZE
DESIGN PRESSURE
GLAZING
MISSILE IMPACT
RATING
SILL
RISER
53" X 74"
+70/-110 P5F
A
WIND ZONE 4
MISSILE LEVEL D
1.5"
53" x 74"
+100/-100 PSF
A
2.31"
53" X 96"
+60/-70 PSF
B
1.5"
53" X 96"
+50/-50 PSF
A
53" X 96"
+60/-60 PSF
B53"
X 74"
+70/-70 PSF
A
On.
53" X 74"
+80/-80 PSF
A
1.00" O.A. INSULATED GLASS
CONSISTING OF:
3/16" ANNEALED GLASS,
1/2" AIR SPACE,
0.125" ANNEALED GLASS,
0.090"SAFLEX PVB
INTERLAYER BY EASTMAN,
0.125" ANNEALED GLASS
1.00" O.A. INSULATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS,
1/2" AIR SPACE,
0.125" ANNEALED GLASS,
0.090" SAFLEX PVB
INTERLAYER BY EASTMAN,
0.125" ANNEALED GLASS
INTERIOR I UK7
0.875" GL::S�j/
^ SITE
EXTERIOR "4*tff'Y \ LJ EXTERIOR \
GLAZING DETAI19A GLAZING DETAI19 B
FARV
WINDOWSAno DOORS
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REVISION TO REIN'. LL 7/21
signed by Hermes F Norero
I am aDD=Ina this dowment
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FL #:
FL8153
DATE: 09.26.2020
DWG. BY: I CHK, BY:
NUS HFN
SCALE: NTS
DWG.#: SWD054
SHEET
OF7 -
74"
MAX.
UNIT
53" MAX UNIT WIDTH
49.675" MAX
SASH WIDTH
48.25" MAX
D.L.O WIDTH 8" MAX. O.C. 3.50" MAX. FROM 6.5" MAX. O.C. 3.50" MAX. FROM
CORNER I � CORNER
4 5 6
32.75" K6P 5 Z
H.1 ��
MAX.
HEIGOT D04PP. . ,�D,� / 4 s7" MAX„0�� / s6,� MAX.
B / O.C.
O.C.
4
•MA%. O.C. SPACING MAY •MAX. O.G SPACING MAy
/ / BE INCREASED TO I'"..C. BE INCREASED TO II'O.G
i G FOR MAX. WIND LOADS OF FORMA%. WIND LOADS OF
36.25" 32.875" GOPP �'�// 5 100 PSF OR LESS 111 PSF OR LE55
MAX. MAX. �'I
SASH D.L.O. 1 %°X„
1EIGHT HEIGHT CORNERFROM FROM
�o CORN RS
A E
ELEVATION ANCHOR LAYOUT' ANCHOR LAYOUT
+70/-110 PSF, +70/-70 PSF +80/-80 PSF OR CLIP OR FLANGE/THROUGH FRAME CLIP OR FLANGE/THROUGH FRAME
+70/-110 PSF OR+100/-100 PSF +70/-110 PSF OR+100/-100 PSF
+100/-100 PSF WOOD AND METAL SUBSTRATES CONCRETE AND MASONRY SUBSTRATES
8" MAX. O.C. 3.50" MAX. FROM 6.5" MAX. O.C. J {� 3.50" MAX. FROM
CORNER I I CORNER
I I L I I I I t
7" MAX. 6" MAX.
O.C.
O.C.
3.50" MAX. FROM
o CORNERS
ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+70/-70 PSF OR +80/-80 PSF
WOOD AND METAL SUBSTRATES
D, l
"X"
3.50" MAX. FRON
rCORNERS
ANCHOR LAYOUT-T
CLIP OR FLANGE/THROUGH FRAME
+70/-70 PSF OR +80/-80 PSF
CONCRETE AND MASONRY SUBSTRATES
4.00" MAX.
FROM
8" MAX
O.C.
4.00" MAX.
FROM CORNER
ANCHOR LAYOUT
NAIL FIN
+70/-110 PSF, +70/-70 PSF, +80/-80 PSF OR +100/-100 PSF
WOOD AND METAL SUBSTRATES
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FL #:
FL8153
DATE: 09.26.2020
DWG. BY: CHK. BY:
NUS I HFN
SCALE: NTS
DWG.#: SWD054
I
OF7
. 53" MAX UNIT WIDTH
50" MAX SASH WIDTH
49" MAX D.L.O WIDTH
13.75" MAX. O.C. FOR
3 50" MAX. FROM
10.5" MAX. O.C. FOR
50" MAX. FROM
C F :
FLANGE/FRAME 20.5"
MAX. O.C. FOR CLIP I
CORNER
FLANGE/FRAME 20.5I(
MAX. O.C. FOR CLIP I I
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5 6
8" MAX.
MAX.
Da v.
O.C. FOR
"O"
O.C. FOR
D.L.O.
0,
4 FLANGE/FRAME
FLANGE/FRAME
HEIGHT
96"
B
12.5" MAX. O.C.
FOR CLIP
10.5" MAX. O.C.
FOR CLIP
MAX.
4"
4"
UNIT
HEIGHT
4'
4"
MAX. MAX. X. 1
SASH D.LO. 1
HEIGHT HEIGHT
ELEVATION
+50/-50 PSF, +60/-60 PSF OR +60/-70 PSF
11.00" MAX O.C. I
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11.00" MAX O.C.—
3.00" MAX. FROM
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8" MA
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3.00" MAX. FROM
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ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+60/-60 PSF
WOOD, CONCRETE, MASONRY AND METAL SUBSTRATES
3.50" MAX. FROM
CORNERS
ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+50/-50 PSF OR+60/-70 PSF
WOOD AND METAL SUBSTRATES
"X"
3.10" MAX. FROM
/0 rCORNERS
ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+50/-50 PSF OR +60/-70 PSF
CONCRETE AND MASONRY SUBSTRATES
8" MAX. O.C. 4" MAX. FROM
_I CORNER
„X
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4" MAX. FROM
ANCHOR LAYOUT
NAIL FIN
+50/-50 PSF OR +60/-60 PSF
WOOD AND METAL SUBSTRATES
WINDOWS AND DOORS
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FL#: FL8153 I
DATE: Uy.Gb.LULU
DWG. BY: CHK. BY:
NUS I HFN
SCALE: NTS
DWG. #: SW D054
SHEET
OF7
SHEATHING BY
OTHERS
FLASHING
BY OTHERS
SEALANT BEHIND
FIN BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
1 1/2" MIN.
EMBEDMENT
Sd ROOFING NAIL
INSTALLATION ANCHOR
2X WOOD FRAME
%BY OTHERS
MAX.
SHIM SPACE
O.A. WINDOW 10' 3/4" MIN.
V
HEIGHT EDGE DISTANCE
1 SEE GLAZING
DETAIL
EXTERIOR INTERIOR
VERTICAL SECTION
4, HEAD - 2X WOOD FRAME
J-CHANNEL/NAIL FIN
EXTERIOR INTERIOR
SEE GLAZING 8
DETAIL
O.A. WINDOW 10 5 1/4" MAX.
HEIGHT SHIM SPACE
1 12
3/4" MIN. EDGE
DISTANCE
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEALANT BEHIND 2X WOOD FRAME
FIN BY OTHERS BY OTHERS
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BILL OF MATERIALS
ITEM NO.
DESCRIPTION
MATI:RIAL
MANUFACTURER
1
NEAD.IAMB FRAME D{HANNEI)
VINYL
VISION
m
9LLFRAME(J-CJJANND)
VINYL
W90N
16
HEAD.JWBFRAME(RANGEI
VWYL
VISION
1C
SILLFRAME(FIANGE)
VINYL
VISION
SD
HFAO,JAMBFRAME(REPIA EMENT)
VINYL
VISION
SE
SILL FRAME(REPLACEMENT)
VINYL
VISION
2
MEETINGRAIL
VINYL
VISION
3
FIMDWETINGRAIL
VINYL
VISION
4
HEAD INSERT
VINYL
VISION
5
SILLRISER
VINYL
VISION
6
IAMBCOWR
VINYL
VISION
7
SASHHEAD
VINYL
MON
B
UFTNUL
VINn
VISION
9
STIIE
VINYL
VISION
10
GLADNG BEAD
VINYL
VISION
11
SASH HEADAJFi RAIL REINFORCEMENT
ALUMINUM 5063.T6
TIFTON/AFCO
n
STILEREINFORCEMENT
ALUMINUM E063-T6
TIFTON/AFCO
]3
MELItNGRAILREINFOROEMENT
ALUMINUM6063.T6
TIFTON/AFCO
14
BAJANCE COVER
VINYL
VISION
1S
WEATHERSTRIPING
ULTRAFAB
I6
DOW1199GIASSBEODING
9UCONE
OOWCORNING
17
SETTINGBLOCR
13
INSTALLATION CUP
STEEL
CVDRIVER
]9
DuIWSEAL IG SPACER
QUANEX
1C SILL FRAME (FLANGE) 10 SILL FRAME (REPLACEMENT)
VINYL VINYL
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060"
3.86" -+{ 3.860"
1.378"
2.118" T
1_
OSILL RISER O JAMB COVER O LIFT RAIL
VINYL VINYL VINYL
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060"
I- 0.611" 1.595" 2 448" �{
0.414" J 2.4195"
1
SILL FRAME (FIN) 1B HEAD, JAMB FRAME (FLANGE)
VIL
1A VINYL TYPICAL WALL THICKNESS:.060"
TYPICAL WALL THICKNESS:.060"
r-
2.73.86"
3.86"2.6
52"
OMEETING RAIL O FIXED MEETING RAIL
VINYL VINYL
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.050"
2.77"
1.9
O STILE
VINYL
TYPICAL WALL THICKNESS:.060"
1.5
1.625" a, F
SASH HEAD/LIFT RAIL REINF. STILE REINFORCEMENT 13 MEETING RAIL REINFORCEMENT
11 ALUMINUM 6063-T6 7'2 ALUMINUM 6063-T6 ALUMINUM LT6
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060" TYPICAL WALLTHICHICKNESS:.O60"
1.449"
1.35" ff
0.485"
1.34S"
0.675"
10 GLAZING BEAD
VINYL
TYPICAL WALL TH ICKNESS: .050"
14
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