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Product Aonroval Menu > Product or Application Search > Application List > Application Detail
FL #
FL8153-R12
Application Type
Revision
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 O
Product Manufacturer Shwinco Architectural Products, LLC
Address/Phone/Email 171 Jet Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Quality Assurance Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan, AL 36303
(334)556-1000
engineering@shwinco.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) 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
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL8153 R12 Equiv Equivalency_ Letter FL8153 SS 2021-05-03.p�d
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1/18/22, 11:28 AM
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Method 1 Option A
08/11/2021
08/12/2021
Date Approved 08/25/2021
Summary of Products
FL # I Model, Number or Name Description
8153.1 1. Series 9000 Single Hung Window
(HVHZ)(Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See Installation Instructions and Evaluation Report for
allowable design pressures, sizes, installation requirements and
limits of use.
8153.2 2. Series 9000 Single Hung Window
(Non-HVHZ)(Impact)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See Installation Instructions and Evaluation Report for
allowable design pressures, sizes, installation requirements and
limits of use.
8153.3 3. 6000 Security Series Vinyl Single
Hung Window (Non-HVHZ)(Non-
Impact)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: See Installation Instructions and Evaluation Report for
allowable sizes, installation requirements and limits of use.
Series 9000 Single Hung Window (HVHZ)(Impact)
Certification Agency Certificate
FL8153 R12 C CAC 1\1I011578.01-112.p�df
FL8153 R12 C CAC NI011578.03-R3.pdf
FL8153 R12 C CAC NI011578-R2.pdf
FL8153 R12 C CAC NI013164-R4.pdf
FL8153 R12 C CAC NI015229.0l.pdf
FL8153 R12 C CAC NI015229.02.pdf
FL8153 R12 C CAC NI015229.(�df
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
Series 9000 Single Hung Window (Non-HVHZ)(Impact)
Certification Agency Certificate
FL8153 R12 C CAC NI006735.03.pddf,
FL8153 R12 C CAC NI006735.04.pdf
FL8153 R12 C CAC NI011578.03-R3.pdf
FL8153 R12 C CAC NI013164-114.pdf
FL8153 R12 C CAC NI015229.0l.pd�
FL8153 R12 C CAC NI015229.02.pddf
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
6000 Security Series Vinyl Single Hung Window (Non-HVHZ)
(Non -Impact)
Certification Agency Certificate
FL8153 R12 C CAC NI015270.pddf
Quality Assurance Contract Expiration Date
10/31/2024
Installation Instructions
FL8153 R12 II SWD057 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 PER7631 SS 2021-08-10.p_df
Created by Independent Third Parry: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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Florida Building Code Online
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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
mall 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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Product Ap{lroval Menu > Product or Applicatlon Search > Application List
Search Criteria
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Code Version
2020
FL#
8153.1
Application Type
ALL
Product Manufacturer
ALL
Category
ALL
Subcategory
ALL
Application Status
ALL
Compliance Method
ALL
Quality Assurance Entity
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
FL#
Type
Manufacturer
Validated By.
Status
FL8153-
Revision
Shwinco Architectural Products, LLC
National Accreditation & Management
Approved
R12
FL#: FL8153.1
Institute
History
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
-Hpproveu oy uorn. rpprovdis oy uorrc snan oe reweweo ana sauna uy uic r ano,or uro wuumsmmi a neccna..y.
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 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:
®®FINS IN E
Credit Card
Safe
https://floridabuilding.org/pr/pr app_Ist.aspx 1/1
SHWINCO ARCHITECTURAL PRODUCTS, I.I.C.
SERIES 9000 SINGLE HUNG WINDOW
(HVHZ)(IMPACT)
INSTALLATION NOTES:
GENERAL NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH OF THE
• TAS 201-94
DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TAS 202-94
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR
• TAS 203-94
TO THE NEXT.
• ASTM E1886-13a
• ASTM E1996-14a
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).
• AAMA/WDMA/CSA 101/I.S.2/A440-08/I1
MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
2. ADEQUACY OF THE EXISTING STRUCTURAL
BETTER.
CONCRETE/MASONRY AND 2X FRAMING AS A MAIN
WIND FORCE RESISTING SYSTEM CAPABLE OF
5. FOR FLANGE AND CLIP INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREW
WITHSTANDING AND TRANSFERRING APPLIED
INSTALLATION THROUGH FRAME WITH SUFFICIENT LENGTH TO ACHIEVE II/21NCH
PRODUCT LOADS TO THE FOUNDATION IS THE
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
6. FOR FLANGE AND CLIP INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER TTW TAPCON OF
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED
SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT.
AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
TOTHESTRUCTURE. BUCK DESIGN AND INSTALLATION
7. FOR FLANGE AND CLIP INSTALLATION INTO METAL SUBSTRATE, USE #10 TEK SCREW OF
IS THE RESPONSIBILITY OF THE ENGINEER OR
SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS PENETRATION
ARCHITECT OF RECORD FOR THE PROJECT OF
BEYOND METAL WALL.
INSTALLATION.
8. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT
4.
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
9, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
FOR USE WITH THIS DOCUMENT.
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
S.
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT
REQUIRED ON THIS PRODUCT IN AREAS REQUIRING
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
IMPACT RESISTANCE.
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE
6.
WINDOW FRAME MATERIAL: VINYL (PVC)
ANCHOR MANUFACTURER.
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
7.
GLASS MEETS ASTM E 1300 GLASS CHART
MATERIALS WITH THE FOLLOWING PROPERTIES:
REQUIREMENTS. SEE SHEET FOR GLAZING DETAIL
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0S5.
B.
DESIGNATIONS"X"AND"0"STAND FOR THE
B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
FOLLOWING:
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM
X; ERABLEANEL
RABLEP P
OPOPFIXE
COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,
O:
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 WALLTHICKNESS OF 47.8
MILS. (18 GUAGE)
F. ALUMINUM - ALLOY SHALL BE 6063-T5 OR EQUIVALENT. MINIMUM (0.090") WALL
THICKNESS
,
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
INSTALLATION & GENERAL NOTES
2
GLAZINGDETAILS
3
ELEVATION & ANCHOR LAYOUT
4
ELEVATION &ANCHOR LAYOUT
5
VERTICALSECTIONS
6
HORIZONTAL SECTIONS
7
COMPONENTS & BILL OF MATERIALS
8
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"
53" x 96"
+50/-50 PSF
B
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
15"
53" X 74"
+80/-80 PSF
A
LARGE MISSILE IMPACT RATED
2.31"
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1.00" O.A. INSULATED GLASS 1.00" O.A. INSULATED GLASS
CONSISTING OF: CONSISTING OF:
1/8" ANNEALED GLASS°, 3/16" ANNEALED GLASS4,
1/2" AIR SPACE, 1/2" AIR SPACE,
1/8" ANNEALED GLASS, 1/8" ANNEALED GLASS,
0.090" SAFLEX PVB 0.090" SAFLEX PVB
INTERLAYER BY EASTMAN INTERLAYER BY EASTMAN
1/8" ANNEALED GLASS 1/8" ANNEALED GLASS
10 — 10 11
0.875" GLASsi I 0.875" GLASS] I
BITE BITE �(�I 0.875" GLASS 1 6�1
BITE
0.34" O.A. MONOLITHIC
GLASS CONSISTING OF:
1/8" ANNEALED GLASS,
0.090" SAFLEX PVB
INTERLAYER BY EASTMAN
1/8" ANNEALED GLASS
--—u U --_1— U ---U—'
EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR
GLAZING DETAIL A GLAZING DETAIL B GLAZING DETAIL C
NOTE:
1. ALL GLAZING SHALL MEETSAFETY GLAZING REQUIREMENTS AS PER CH 24 OF
THE FBC
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS
REFERENCED IN CHAPTER 24.
B. 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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53" MAX UNIT WIDTH
50" MAX SASH WIDTH
49" MAX D.L.O WIDTH 13.75" MAX. O.C. FOR I _ 3.50" MAX. FROM
FLANGE/FRAME 20.5" CORNER
O.C. FOR CUP
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43.875" H G 9.5" MAX. i
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D.LO. "O" FLANGE/FRAME "O"
HEIGHT 12.5" MAX. O.C.
C FOR CUP
96" 5
MAX. 4'
UNIT 4
HEIGHT
47.63" 43.75"
MAX. MAX.
SASH D.LO.
HEIGHT HEIGHT _
ELEVATION
+50/-50 PSF OR +60/-70 PSF
36.63" MAX
iUNIT WIDTH
32.75" MAX
SASH WIDTH
32" MAX
D.I-O WIDTH
F
37.25"
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74"
5
MAX.
UNIT
HEIGHT33.125" 29"
MAX. MAX.
6
SASH D.L.O.
HEIGHT HEIGHT
ELEVATION
+70/-110 PSF OR +100/-120 PSF
10.5" MAX. O.C. FOR 3.50" MAX. FROM VA ��
FLAX.D.C.AME ORCLIP"�I �I I� CORNER WINDOWS A„oDOORS
MAX. O.C. FOR CLIP
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10.5" MAX. O.C.
FOR CLIP
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�// CORNERS
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UNIT
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MAX. MAX.
SASH D.LO.
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ELEVATION
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UNITWIDTH
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SASH WIDTH
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11.00" MAX O.C. 3.00" MAX. FROM
CORNER
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WOOD, CONCRETE, MASONRY AND METAL SUBSTRATES
11.00" MAX O.C. 3.00" MAX. FROM
CORNER
11.00" MAX O.C.
3.00" MAX. FROM
CORNERS
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PERIMETER SEALANT
BETWEEN CONCRETE/
MASONRY & SX 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
I 1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR ja
U &SEE GLAZING
DETAIL
(X) VERTICAL SECTION
5 HEAD-CONCRETE/MASONRY
FLANGE/THROUGH FRAME
EXTERIOR
SEE GLAZING
DETAIL—
O.A. WINDOW
HEIGHT 1C
SEALANTBEDDING
-
DAP 800 OR BETTER
VERTICAL SECTION
5 PRE -CAST SILL-CONCRETE/MASONRY
FLANGE/NO ANCHOR
1 1/4" MIN.
EMBEDMENT
SHEATHING BY.
OTHERS
FLASHING BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEALANT BEHIND FIN
BY OTHERS
PERIMETER SEALANT
BY OTHERS
JLIJL \_ SEE GLAZING
DETAIL
�CZ VERTICAL SECTION
5 MEETING RAIL
SEE GLAZING EXTERIOR INTERIOR
DETAIL —1r.
INTERIOR 10
12 EXTERIOR
iC 5
1/8" MAX. SEE GLAZING
SEALANT BEDDING- SPACE
12 DAP 800 OR BETTER
1/4" MAX. PERIMETERSEALANT O.A. WINDOI
SPACE BYOTHERS WHEIGHT
OOD FRAMING
BY OTHERS
/QVERTICAL SECTION - OPTION
5 SILL- ZX WOOD FRAME
—PRE-CASTSILL FLANGE/NO ANCHOR
BY OTHERS
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
—CONCRETE/MASONRY BY OTHERS
BY OTHERS SEALANT BEHIND FIN
BY OTHERS
SHEATHING BY
OTHERS
O.A. WINDOW
HEIGHT
I EXTERIOR
SEE GLAZING
DETAIL
1-1/2" MIN.
EDGE DISTANCE
#SO WOOD/SMS SCREW
2X WOOD FRAME
BY OTHERS
3/4" MIN.
111v
N
EMBEDMENT
1/4- MAX.
a SHIM SPACE
INTERIOR
VERTICAL SECTION
5 HEAD -2X WOOD FRAME
J-CHANNEL/THROUGH FRAME
NOTE
FORDETAILS SHOWING I -CHANNEL FRAME TYPE, USE OF NAIL
FIN AND ANCHORS THROUGH THE NAIL FIN IS OPTIONAL AND
NOT REQUIRED FOR STRUCTURAL PURPOSES. PROPER
SEALING IS THE RESPONSIBILITY OF THE INSTALLER.
INTERIOR
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LL
3/21
REVISION TO REINF.
1 LL
7/71
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(HERS DATE: 09.25.2020
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SCALE: NTS
DWG.#: twnnl;:t
VERTICAL SECTION
5 SILL -2X WOOD FRAME
1-CHANNEL/NO ANCHOR
OF8
1 1/4" MIN.
EMBEDMENT
(FLANGE)
3/16" ITW TAPCON
INSTALLATION
ANCHOR
21/2" MIN. EDGE
DISTANCE
PERIMETER SEALANT
BETWEEN 1X WOOD
1/4" MAX.
SHIM SPACE
/-1X WOOD BUCK
BY OTHERS OPTIONAL
16 INTERIOR
SEE GLAZING
DETAIL
BUCK & CONCRETE/ f
EXTERIOR
MASONRY BY OTHERS
•���'� PERIMETER SEALANT
BY OTHERS
O.A. WINDOW
WIDTH
F HORIZONTAL SECTION
6 JAMB-CONCRETE/MASONRY
FLANGE/THROUGH FRAME
1-1/2" MIN.
2X WOOD FRAME EMBEDMENT SEE GLAZING
BY OTHERS
#10 WOOD/SMS SCREW I DETAIL
(� 1/4" MAX.
SHIM SPACE
INTERIOR
3/4"IA I/ \1/ \ _
EDGE DISTSTANCE
FLASHING BY OTHERS-0�:�'�E�'�'
SEALANT BEHIND FIN
BY OTHERS SEE GLAZING
it DETAIL
EXTERIOR FINISH EXTERIOR
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O.A. WINDOW
WIDTH
HORIZONTAL SECTION
6 JAMB-2X WOOD FRAME
J-CHANNEL/CUP
1 1/2" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
SHEET ROCK
2X WOOD FRAME
BY OTHERS
BY OTHERS
#10 WOOD/SMS SCREW
INTERIOR
lE
3/4" MIN. EDGE
_._
r DISTANCE
EXTERIOR
SHEATHING BY
PERIMETER SEALANT OTHERS
BY OTHERS
O.A. WINDOW EXTERIOR BRICK FINISH
WIDTH BY OTHERS
(1)HORIZONTAL SECTION
6 JAMB-ZX WOOD FRAMING
REPLACEMENT/THROUGH FRAME
1/4" MAX.
METAL FRAMING BY
SHIM SPACE
OTHERS, SEE
MIN. 3 THREADS
INSTALLATION NOTE
PENETRATION
12.E & 12.F, SHT.1
BEYOND METAL
i
#10 TEK SCREW
INTERIOR ^
3/4" MIN.
■ EDGE DISTANCE
SEE GLAZING J 10 EXTERIOR FINISH
DETAIL BY OTHERS
PERIMETER SEALANT SHEATHING BY
EXTERIOR BY OTHERS OTHERS
SEALANT BEHIND FIN
OA WINDOW BY OTHERS
WIDTH
HORIZONTAL SECTION
6 JAMB -METAL STUDS
J-CHANNEL/THROUGH FRAME
11/2" MIN.
1/4" MAX. EMBEDMENT
SHIM SPACE
2X WOOD FRAME
SHEET ROCK BY OTHERS
BY OTHERS
#10 WOOD/SMS SCREW
1E 3/4" MIN. EDGE
7 DISTANCE
E — T
SEE GLAZING_/ i„
DETAIL JJ//
SHEATHING BY
EXTERIOR PERIMETERSEALANT OTHERS
BY OTHERS FZ4:
O.A. WINDOW EXTERIOR BRICK FINISH
WIDTH BY OTHERS
NOTE. HORIZONTAL SECTION
FOR DETAILS SHOWING 1{HANNEL FRAME TYPE, USE OF NAIL
FIN AND ANCHORS THROUGH THE NAIL FIN IS OPTIONALAND - NOT REQUIRED FOR STRUCTURAL PURPOSES. PROPER JAMB - 2X WOOD FRAMING
SEAUNG IS THE RESPONSIBILITY OF THE INSTALLER. REPLACEMENT/THROUGH FRAME
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DoNan,AL36303
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FL #:
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DWG.#: SWD053
SHEET '///���lll
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1D SILL FRAME (REPLACEMENT) ZE HEAD, JAMB FRAME (REPLACEMENT) O SASH HEAD O FIXED MEETING RAIL O SILL RISER (2.31")
VINYL VINYL VINYL VINYL VINYL
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060' TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.060"
3.860"
1.378"
OSILL RISER (1.5")
VINYL
TYPICAL WALL THICKNESS:.060"
0.608"
1.497"
1Q GLAZING BEAD
(INSULATED)
VINYL
TYPICAL WALL THICKNESS:.050"
0.5D0"
1.02�
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OJAMB COVER (OPTION)
VINYL
TYPICAL WALL THICKNESS:.060"
Lr - r 1.595"
0.414" J j
11 GLAZING BEAD
(MONOLITHIC)
VINYL
TYPICAL WALL THICKNESS:.050"
1r, BALANCE COVER (OPTIONAL)
VINYL
TYPICAL WALL THICKNESS:.040"
1.239"
0.857"
0.856"
1.06�
1.770"
9-1
1.925"
OLIFT RAIL
VINYL
TYPICAL WALL THICKNESS:.060"
2.428"
2.11
1Z SASH HEAD / LIFT RAIL REINF.
6063-T6
TYPICAL WALL THICKNESS:.060"
(� 1.356"
0.670"
20 INSTALLATION CLIP
STEEL
0.820" � (+
0.055" �-- 4.000" --�
1.725" 1- 0.575"
T-PI
T
2.250" 2.310"
I-- a 1-i
STILE
VINYL
TYPICAL WALL THICKNESS:.060"
1.475"
1.625
13 STILE REINFORCEMENT
6063-T6
TYPICAL WALL THICKNESS:.060"
TITTS{ {f 1.261"
0.485" J
23 PIVOT BAR
STAINLESS STEEL
0.33
14 MEETING RAIL REINF.
6063-T6
TYPICAL WALL THICKNESS:.060"
F 1.459"
T�
1.230" J#
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DAMN OF/i A 1L ST00{
fBPE tali. W AUM MAMON No 29370
FL #:
FL8153
DATE: 09.25.2020
DWG. BY: CHK. BY:
NUS HFN
SCALE: NTS
DWG.#: SWD053
SHEET
0
OF8