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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
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
FL8153-R12
Revision
2020
Approved
�R,ECE-1.'VED . �.
JAN 21 2022.
ST. Lucie County,, Permitting
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
n
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
Indows
Single 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
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvHzW7rZ9P8gtKU3fu13GoBGxGEZwM°/`2fasKXTIcVKP01%2fA%3d%3d 1/3
1/18/22, 11:28 AM
Florida Building Code Online
\J
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.p_df
Approved for use outside HVHZ: Yes
FL8153 R12 C CAC NI011578.03-R3.pdf
Impact Resistant: Yes
FL8153 R12 C CAC NI011578-R2.pdf
Design Pressure: N/A
FL8153 R12 C CAC NI013164-R4.pdf
Other: See Installation Instructions and Evaluation Report for
FL8153 R12 C CAC NI015229.O1.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 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.pd
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 NI015229.0l.pdf
allowable design pressures, sizes, installation requirements and
FL8153 R12 C CAC NI015229.02.pdf
limits of use.
FL8153 R12 C CAC NI015229.pd
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.pd
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.pdf
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 Fe.l.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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1/18/22, 11:28 AM
Florida Building Code Online
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florlda.:: 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 mall. 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:
® ® ® cChcak 22
Credit Card
Safe
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1/18/22, 11:27 AM
Florida Building Code Online
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Code Version
2020
FL#
8153.1
Application Type
ALL
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ALL
Category
ALL
Subcategory
ALL
Application Status
ALL
Compliance Method
ALL
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ALL
Quality Assurance Entity Contract Expired
ALL
Product Model, Number or Name
ALL
Product Description
ALL
Approved for use in HVHZ
ALL
Approved for use outside HVHZ
ALL
Impact Resistant
ALL
Design Pressure
ALL
Other
ALL
Conrnh 12—sitc . Anniientinnc
FL#
Ty.Re
Manufacturer
Validated By.
Status
FL8153-
Revision
Shwinco Architectural Products, LLC
National Accreditation & Management
Approved
R12
FL#: FL8153.1
Institute
istory
Model: 1. Series 9000 Single Hung Window (HVHZ)
(804) 684-5124
(Impact)
Description: Series 9000 Single Hung Window
(HVHZ)(Impact)
Category: Windows
Subcategory: Single Hung
-Hpprovea Dy worm. ,vpprovais oy worn snail oe rewewea anu raaueu uy uie — anu/ui uic a new aiy.
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 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 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:
® ® ® E
Credit Card
Safe
https://floridabuilding.org/pr/pr�_app_jst.aspx 1/1
SHWINCO ARCHITECTURAL PRODUCTS, I.I.C.
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF it/2 INCH OF THE
DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR
TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).
MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
S. FOR FLANGE AND CLIP INSTALLATION INTO WOOD FRAMING USE # 10 WOOD SCREW
INSTALLATION THROUGH FRAME WITH SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE
6. FOR FLANGE AND CLIP INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH DIAMETER ITW TAPCON OF
SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT.
7, FOR FLANGE AND CLIP INSTALLATION INTO METAL SUBSTRATE, USE #10 TEK SCREW OF
SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS PENETRATION
BEYOND METAL WALL
8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT
NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER.
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,
MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI.
D. HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI.
E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8
MILS. (18 GUAGE)
F. ALUMINUM -ALLOY SHALL BE 6063-TS OR EQUIVALENT. MINIMUM (0.090") WALL
THICKNESS
SERIES 9000 SINGLE HUNG WINDOW
(HVHZ)(IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT
FLORIDA BUILDING CODE(FBC), INCLUDING HVHZ
AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E1886-13a
• ASTM E1996-14a
• AAMA/WDMA/CSA 101/1S.2/A440.08/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY AND 2X FRAMING AS A MAIN
WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADSTO THE FOUNDATION 15 THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FORTHE PROJECT OF INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED
AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FORTHE PROJECT OF
INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS
FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT
REQUIRED ON THIS PRODUCT IN AREAS REQUIRING
IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: VINYL (PVC)
7. GLASS MEETS ASTM E 1300 GLASS CHART
REQUIREMENTS. SEE SHEET 2 FOR GLAZING DETAIL
8. DESIGNATIONS "X" AND "0" STAND FOR THE
FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
INSTALLATION & GENERAL NOTES
2
GLAZING DETAILS
3
ELEVATION & ANCHOR LAYOUT
4
ELEVATION & ANCHOR LAYOUT
5
VERTICALSECTIONS
6
HORIZONTAL SECTIONS
7
COMPONENTS & BILL OF MATERIALS
B
COMPONENTS
DESIGN PRESSURE RATINGS
SIZE
DESIGN PRESSURE
GLAZING
MISSILE IMPACT RATING
SILL RISER
53" x 96"
+60/-70 PSF
A
LARGE MISSILE IMPACT RATED
2.31"
S3" x 96"
+50/-50 PSF
8
LARGE MISSILE IMPACT RATED
1.5"
36.63" X 74"
+70/-110 PSF
C
LARGE & SMALL MISSILE IMPACT RATED
1.5"
36.63" X 74"
+100/-120 PSF
A
LARGE MISSILE IMPACT RATED
2.31"
53" X 96"
+60/-60 PSF
A
LARGE MISSILE IMPACT RATED
1.5"
53" X 74"
+70/-70 PSF
A
LARGE MISSILE IMPACT RATED
M"
53" X 74"
+80/-80 PSF
A
LARGE MISSILE IMPACT RATED
2.31"
rA
WINDOWSANPDOORS
171MSeM— Way
Dethae,AL 36103
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document
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395 E W" 9EAYI GWIL 1 338
OANA BEAM. FL 31004
FHPE CERT. OF AUEHOMMICK N. 20M
FL #:
FL8153
DATE: 09.25.2020
DWG. BY: I CHK. BY:
NUS HFN
SCALE: NTS
DWG.#: SWD053
SHEET
I
0.875
E
1.00" O.A. INSULATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS4,
1/2" AIR SPACE,
1/8" ANNEALED GLASS,
0.090" SAFLEX PVB
INTERLAYER BY EASTMAN
1/8" ANNEALED GLASS
10
0.875" GLASSI
BITE 1
ir
EXTERIOR INTERIOR
GLAZING DETAIL A
1.00" O.A. INSULATED GLASS
CONSISTING OF:
3/16" ANNEALED GLASS4,
1/2" AIR SPACE,
1/8" ANNEALED GLASS,
0.090" SAFLEX PVB
INTERLAYER BY EASTMAN
1/8" ANNEALED GLASS
11
I\
U
EXTERIOR INTERIOR
GLAZING DETAIL B
0.875
E
0.34" O.A. MONOLITHIC
GLASS CONSISTING OF:
1/8" ANNEALED GLASS,
INTER"SAFLEX
EA
INTERLAYER BY EASTMAN
r_
1/8" ANNEALED GLASS
EXTERIOR y INTERIOR
GLAZING DETAIL C
NOTE:
1. ALL GLAZING SHALL MEET SAFETY GLAZING REQUIREMENTS AS PER CH 24 OF
THE FBC.
2. SETTING BLOCK DUROMETER HARDNESS OF70-90 (SHORE A) AS
REFERENCED IN CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER
THAN 36" AS PER CHAPTER 24.
4. TEMPERED GLASS ON SACRIFICIAL LITE SHALL BE USED ON APPLICATIONS 30
FEET ABOVE GROUND.
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WINDOWS
wxo DOORS
171 Jet services Way
Dolhan,AL36303
PH: (334) 556-1000
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DWG.#: SWD053
SHEET
2
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53" MAX UNIT WIDTH
50" MAX SASH WIDTH
49" MAX D.LO WIDTH
D.L.O.
96" 5
MAX.
UNIT
HEIGHT Ft —
47.63' 43.75" 1 DP
MAX. MAX. 6
SASH D.L.O.
HEIGHT HEIGHT
ELEVATION
+50/-50 PSF OR +60/-70 PSF
36.63" MAX
iUNIT WIDTH
32.75" MAX
SASH WIDTH
32" MAX
D.L.0 WIDTH
MAX. (-H --N
D.L.O. 7-.-7-7j--I
MAX.
UNIT
HEIGHT
33,121" 29" IoP
lA-
MAX. MAX. 6
SASH D.L.O. X"
HEIGHT HEIGHT
ELEVATION
+70/-110 PSF OR +100/-120 PSF
13.75" MAX. O.C. FOR 3.50" MAX. FROM
FLANGE/FRAMEX. O.C.OR 20.5"--}�-� �{ CORNER
MAX. O.C. FOR CLIP
J-
9.5" MAX.
O.C. FOR
FLANGE/FRAME "w
12.5" MAX. O.C.
FOR CLIP
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10.5" MAX. O.C. FOR pr� •
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FLANGE/FRAMEX.D.C.OR CUP �{ {{{...---...3.50" MAX. FROM �A
MAX. O.C. FOR CUP I I CORNER WINDOWS .NoDOORS
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CORNERS
REMARKS
BY
DATE
JCORNERS
NEW TESTING
LL
3/21
REVISION TO REINF.
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7/21
ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+50/-50 PSF OR +60/-70 PSF
WOOD AND METAL SUBSTRATES
10.0MAX.
O.C.
3.50" MAX. FROM
CORNER
F•9.625"
MAX.
.0.
O.C.
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'MAX O.C. SPACING MAY
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-IDS PSF OR LESS
3.50" MAX. FROM
'CORNERS
ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+70/-110 PSF OR +100/-120 PSF
WOOD AND METAL SUBSTRATES
ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+50/-50 PSF OR +60/-70 PSF
CONCRETE AND MASONRY SUBSTRATES
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3.50" MAX. FROM ... _
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FROM DATE: 09.25.2020
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ANCHOR LAYOUT D`"G-#: SWD053
CLIP OR FLANGE/THROUGH FRAME SHEET
+70/-110 PSF OR +100/-120 PSF
CONCRETE AND MASONRY SUBSTRATES OF 8 .
-53" MAX UNIT WIDTH
50" MAX SASH WIDTH
49" MAX D.L.O WIDTH
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HEIGHT
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47.63" 43.875" IoP
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SASH WIDTH
49" MAX
D.LOW ` WIDTH
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32.75" 6
MAX. H
D.L.O.
HEIGHT
36.50" 32.875" 11 OPA I III N
MAX. MAX. 6
SASH D.L.O.
HEIGHT HEIGHT
ELEVATION
+80/-80 PSF OR +70/-70 PSF
11.00" MAX O.C.-T
11.00" MAX O.C.-I r I 3 00" MAX. FROM
CORNER
"X"
IL
3.00" MAX. FROM
CORNERS
ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+60/-60 PSF
WOOD, CONCRETE, MASONRY AND METAL SUBSTRATES
3.00" MAX. FROM
11.00" MAX O.C.
CORNER
"0"
11.00" MAX O.C.
^x•
flo 3.00" MAX. FROM
r CORNERS
ANCHOR LAYOUT
CLIP OR FLANGE/THROUGH FRAME
+80/-80 PSF OR +70/-70 PSF
WOOD. CONCRETE. MASONRY AND METAL SUBSTRATES
pr/
WINDOWS Ax9 DOORS
17110 S-q- Way
Dothan, AL 36W3
PH: (334) 556.1m0
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SHEET
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PERIMETER SEALANT
BETWEEN CONCRETE/
MASONRY & 1X WOOD
BUCK BY OTHERS
1X WOOD BUCK
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O.A. WINDOW
HEIGHT
21/2" MIN. EDGE
DISTANCE
3/16" ITW TAPCON
INSTALLATION ANCHOR
CONCRETE/MASONRY
;�• BY OTHERS
+•3- �z• • 11/4' MIN.
EMBEDMENT
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5
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SHEATHING BY
OTHERS
FLASHING BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEALANT BEHIND FIN
BY OTHERS
PERIMETER SEALANT
INTERIOR BY OTHERS
SEE GLAZING
DETAIL
C VERTICAL SECTION
5 MEETING RAIL
SEE GLAZING EXTERIOR INTERIOR
DETAIL —1 rD
O.A. WINDOW
HEIGHT
EXTERIOR
SEE GLAZING
DETAIL
1-1/2" MIN.
EDGE DISTANCE
#10 WOOD/SMS SCREW
2X WOOD FRAME
BY OTHERS
3/4" MIN.
iliv W� EMBEDMENT
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SHIM SPACE
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v
SEE GLAZING
I
12
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8
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S
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SEE GLAZING
O.A. WINDOW 10
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5
SEALANT BEDDING-
SPACE
DETAIL
HEIGHT
DAP 800 OR BETTER
12
11
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DAP8000RBETTER
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5 PRE -CAST SILL-CONCRETE/MASONRY FOR DETAILS SHOWING J-CHANNEL FRAME TYPE, USE OF NAIL
FIN AND ANCHORS THROUGH THE NAIL FIN IS OPTIONAL AND
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VERTICAL SECTION
5 SILL -2X WOOD FRAME
J-CHANNEL/NO ANCHOR
m
OF
11/4' MIN.
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EMBEDMENT
SHIM SPACE
METAL FRAMING BY
II
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OTHERS, SEE
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3/16" ITW TAPCON
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MIN. 3 THREADS
INSTALLATION NOTE
WIN D O W S — 0 00 R 5
INSTALLATION
1X WOOD BUCK
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12.E & 12.F, SHT.1
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OTHERS OPTIONAL
BEYOND METAL
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BYOTHERS
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BY OTHERS
DETAIL
PERIMETER SEALANT
BY OTHERS
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REMARKS
BY
DATE
F HORIZONTAL SECTION
/
DISTANCE
WIDTH
G HORIZONTAL SECTION
NEWTESTING
LL
3/21
6 JAMB-CONCRETE/MASONRY
6 JAMB -METAL STUDS
REVISION TOREINF.
LL
7/21
FLANGE/THROUGH FRAME
J-CHANNEL/THROUGH FRAME
1-1/2" MIN.
2X WOOD FRAME
i EMBEDMENT SEE GLAZING
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DATE: 09.25.2020
WIDTH
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1-CHANNEL/CUP
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REPLACEMENT/THROUGH FRAME
Q
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1D SILL FRAME (REPLACEMENT) 1E HEAD, JAMB FRAME (REPLACEMENT) O SASH HEAD O VINYL FIXED MEETING RAIL
VINYL VINYL VINYL
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060" TYPICAL WAIL THICKNES5:.050"
1.378"
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VINYL
TYPICAL WALL THICKNESS:.060"
(� 0.608"
1
1.497"
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0.500"
1.02�
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TYPICAL WALL THICKNESS:.060"
0.414"
11 GLAZING BEAD
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TYPICAL WALL THICKNE.S5:.050"
15 BALANCE COVER (OPTIONAL)
VINYL
TYPICAL WALL THICKNESS:.040"
1.239"
0.857"
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1.06
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1.925" 9
OLIFT RAIL
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TYPICAL WALL THICKNESS:.060"
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1.356"
0.670"
20 INSTALLATION CLIP
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0.820"
0.055" �-- 4.000"
1.725"
2.250"
1
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RISER (2.31")
VINYL
TYPICAL WALL THICKNESS:.060"
0.575"
2.31D"
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VINYL
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1.625
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0.485"
23 PIVOT BAR
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3/21
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7/21
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ENG W IER OR ARODEELT A1ALL PREPARE SITE EPEERIE
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FL #:
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DATE: 09.25.2020
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SCALE: NTS
DWG.#: SWnn53
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