HomeMy WebLinkAboutProduct Approval 3-24-223/24/22, 12:34 PM Florida Building Code Online
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Product Approval
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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
FL14590-RB
Revision
2020
Approved
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
Fixed
RECEIVED
MAR 2 4 2022
St. Lucie County
Permitting
n0
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report -Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
S Validation Checklist - Hardcopy Received
Certificate of Independence FL14590 R8 COI COI Shwinco SS 2020-10-1t.pdf
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
ASTM E1886
2013
ASTM E1996
2017
TAS 201
1994
TAS 202
1994
TAS 203
1994
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1/2
3/24/22, 12:34 PM
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
02/15/2021
04/16/2021
02/23/2021
04/22/2021
ah�
� � 010
FL #
Model, Number or Name
Description
14590.1
Series 9070 Fixed Window (Impact)
Vinyl Impact Fixed Window
(HVHZ)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL14590 R8 II SWD055 SS 2021-02-15.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Evaluation Report for
FL14590 R8 AE PER7465 SS 2021-04-15.pdf
allowable sizes, design pressures, installation requirements and
Created by Independent Third Party: Yes
limits of use.
14590.2
Series 9070 Fixed Window (Non-
Vinyl Fixed Window
Impact) (Non-HVHZ)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14590 R8 II SWD052 SS 2020-06-15.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Evaluation Report for
FL14590 R8 AE PER7467 SS 2021-02-15.pdf
allowable sizes, design pressures, installation requirements and
Created by Independent Third Party: Yes
limits of use.
14590.3
Series 9070 Fixed Window (WZ4)
Vinyl Impact Fixed Window
(Impact)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14590 R8 II SWD056 SS 2021-02-15.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Evaluation Report for
FL14590 R8 AE PER7466 SS 2021-04-15.pdf
allowable sizes, design pressures, installation requirements and
Created by Independent Third Party: Yes
limits of use.
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coperight 2007-2013 State of Florida.:: Privacy Statement :: Accessiblllty 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 emalis
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:
Credit
Safe
SCC:UTICt'1LE7°KLES ;
r
https://floridabuilding.org/prlpr app_otl.aspx?param=wGEVXQwtDquxTVBjriRcYnNmDugttgvVkPYvFU5%2gNrg3UEdRmcV[A%3d%3d 2/2
INSTALLATION NOTES: O` G"
1. ONE (1) INSTALLATION ANCHOROEQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER
OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SRE
LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2
INCH BASED ON QUANTITIES IN DP CHARTS NOT TO EXCEED THE DEPICTED
LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS 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 STACK TO BE 1/41NCH. SHIM WHERE
SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(5) SHALL BE CONSTRUCTED OF
HIGH DENSITY PLASTIC OR BETTER.
5. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING
USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2" MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
6. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 16"
DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE•FLEX OR HILTI
KWIK-CON 11 OF SUFFICIENT LENGTH TO ACHIEVE 11 4" MINIMUM EMBEDMENT.
7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD OR
APPROVED MULLION USE #10 GR. 5 SELF TAPPING SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL
FRAME SUBSTRATE.
S. NAIL FIN: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 11/2" MINIMUM EMBEDMENT INTO WOOD
SUBSTRATE.
9. NAIL FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE
#10 GR.5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A
MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE.
10. CLIP INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2" MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE.
11. CLIP INSTALLATION: FOR INSTALLATION THROUGH IX BUCKTO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 16"
DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTI
KWIK-CON II OF SUFFICIENT LENGTH TO ACHIEVE 11 4" MINIMUM EMBEDMENT_
12. CLIP INSTALLATION: FOR INSTALLATION INTO METAL STUD OR APPROVED
MULLION USE #10 GR.5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO
ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME
SUBSTRATE.
13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
14. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
15. 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.
16. 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.
SHWINCO ARCHITECTURAL
PRODUCTS, LLC
SERIES 9070 FIXED WINDOW
(HVHZ) (IMPACT)
17. 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 18 GA. WALL
THICKNESS.
F. ALUMINUM -MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF I/8"
(0.125").
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
• AAMA/WDMA/CSA 301/1.5.2/A440.11/17
• ASTM E1886-13a
• ASTM E1996-17
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 LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECTOF INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCKDESIGNAND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND 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 IN NON-HVHZ AREAS.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN
AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEETS 7
& 8 FOR GLAZING DETAILS.
8 WATER PROOFING SHALL BE THE RESPONSIBILITY OF THE INSTALLER. FOR BEST
PRACTICE, PLEASE REVIEW FMA/AAMA/WDMA INSTALLATION DOCUMENTS.
TABLE OF CONTENTS
SHEET
SECTION DESCRIPTION
1
INSTALLATION AND GENERAL NOTES
2
ELEVATION AND ANCHOR LAYOUTS
3
VERTICALSECTIONS(THROUGH FRAME INSTALLATION)
4
VERTICAL SECTIONS(NAIL FIN INSTALLATION)
5
HORIZONTAL SECTION (THROUGH FRAME INSTALLATION)
6
HORIZONTAL SECTIONS(NAIL FIN INSTALLATION)
7
GLAZING DETAILS & PRESSURE TABLE
8
GLAZING DETAILS& BILL OF MATERIALS
DESIGN
MISSILE
PRESSURE
IMPACT
RATED
LARGE &
SMALL
SEE SHEET
MISSILE
IMPACT
RATED
pr,A •
WINDOWS AND DOORS
09YOND COOO. 8110MD COMPARE
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FL #:
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DATE: 01.26.21
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D.L.
HEIG
UNIT
HEIGHT
F�__
UNITWIDTHCoN•��OR
D.L.O.WIDTH_ /"Opy
ELEVATION
UNITMAX. _
WIDTH 74.00"
MAX.
HEIGHT
37.00" 6
m
ELEVATION
ARCH
+105/405 PSF
SEE TABLE BELOW SEE TABLE BELOW SEE TABLE BELOW BELOW
TYP. (NAIL FIN) � � � TYP. (NAIL FIN) TYP. (FLANGE) � � � rSllTABLE
TYP. (FLANGE)
SEE TABLE BELOW
TYP. (FIN)
SEE TABLE BELOW
TYP. (FIN)
RECTANGULAR FIXED WINDOW SIZE
FRAMESIZE
D.L.OSIZE
WIDTH
HEIGHT
WIDTH
HEIGHT
521/2"
831/2"
481/2"
791/2"
36"
72"
33 1/8"
68 1/8"
72"
72"
68 1/8"
68 1/B"
54"
72"
50"
68"
'SEE SHEET 7 FOR ADDITIONAL RECTANGULAR
FRAME SIZE OPTION AND DESIGN PRESSURE.
UNIT A
MAX. 6
HEIGHT
24.00"
1
I1011
INSTALLATION
ANCHORS (FIN)
ANCHOR LAYOUT
NAIL FIN INSTALLATION
_ UNITMAX.
WIDTH 74.00"
ELEVATION
EYEBROW
+150/-150 PSF
INSTALLATION
ANCHORS (FLANGE)
ANCHORLAYOUT
FLANGE INSTALLATION
ANCHORSCHEDULE
SIZE
FROM CORNER DIST.
MAX. O.C. (FIN)
MAX. O.C. (THRU FRAME/
CLIP INSTALLATION)
FIXED
SEE TABLE ON
FIN OR THRU FRAME:
HEAD/SILO 8"
HEAD/SILL: 8"
WINDOW
SHEET2•
W
IAMB: B"
JAMB: 8"
ARCH
74"x37"'•
FIN: 3"
HEAD/SILL: 8.50"
HEAD: 11.00"
THRU FRAME: 4"
JAMB: 11.75"
JAMB: 11.00"
EYEBROW
74"x24"•'
FIN: 3"
HEAD/SILL: 11.75"
HEAD: 17.00"
THRU FRAME: 4"
JAMB: 11.75"
JAMB: 17.00"
'MAX. FRAME SIZE FOR FIN INSTALLATION IS 30.5 SQ FT.
"REQUIRES INSTALLATION THROUGH A COMBINATION OF NAILING FIN & FRAME SIMULTANEOUSLY.
VIA
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WINDOWS AND DOORS
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DATE: 01.26.21
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SHEET:
2
CAULK BETWEEN 2X WOOD BUCK
& CONCRETE/MASONRY
BY OTHERS
2X WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
3/4" MIN. EDGE
DISTANCE
WOOD INSTALLATION ANCHOR
1I SEE NOTE 5 SHEET 1
METAL FRAMING BY OTHERS
SHEATHING
BY OTHERS -
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
IPERIMETER CAULK f - 1/4" MAX.
BYOTHERS SHIM SPACE
MIN. EMBEDMENT
O.A. WINDOW 1 SEE NOTE 5 SHEET 1
HEIGHT 3 2 O.A. WINDOW
INTERIOR HEIGHT
EXTERIOR
SEE GLAZING
_/
DETAILS SHEET 7
VERTICAL SECTION
HEAD - ZX WOOD BUCK
THROUGH FRAME INSTALLATION (REPLACEMENT)
EXTERIOR
SEE GLAZING
DETAILS SHEET 7
O.A. WINDOW
HEIGHT
PERIMETER CAULK
BY OTHERS
INTERIOR EXTERIOR
n SEE GLAZING _
�l—�) O.A. WINDOW DETAILS SHEET 7
HEIGHT
1 M 1/4" MAX.
PERIMETER CAULK SHIM SPACE
BY OTHERS
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BY OTHERS
CONCRETE/MASONRY .',: • "•' A
BY OTHERS .T... •`'i1.......I'•. �. .
111/8" MIN. EDGE
CONCRETE OR CMU INSTALLATION DISTANCE
ANCHOR SEE NOTE 11 SHEET 1
g VERTICAL SECTION
3 PRE-CASTSILL-CONCRETE/MASONRY
CLIP INSTALLATION (FLANGE)
3/4" MIN EDGE DISTANCE
3 THREADS MIN.
PENETRATION
4\_ BEYOND METAL
STRUCTURE
1/4" MAXIMUM
SHIM SPACING
SELF -TAPPING SCREW
INSTALLATION ANCHOR
SEE NOTE 7 SHEET 1
SEE GLAZING
it DETAILS SHEET 7
C VERTICAL SECTION
3 HEAD - METAL STUD FRAME
THROUGH FRAME INSTALLATION (FLANGE)
INTERIOR
IA
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MIN. EMBEDMENT
SEE NOTE 5 SHEET 1
SHEATHING BY
OTHERS
3/4" MIN. EDGE
FLASHING BY OTHERS
DISTANCE
SEALANT BEHIND FIN
WOOD INSTALLATION ANCHOR
BY OTHERS
SEE NOTE 5 & 8 SHEET 1
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HEIGHT
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------------------
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BY OTHERS
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OTHERS
SEE NOTE 8 SHEET 1
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SEE NOTE 5 SHEET 1
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SHIM SPACE
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PERIMETER CAULK
DISTANCE
BY OTHERS
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BY OTHERS
SEALANT BEHIND FIN
METAL FRAMING
BY OTHERS
BY OTHERS
SELF -TAPPING SCREW
3 THREADS MIN.
INSTALLATION ANCHOR
PENETRATION
SEE NOTE 9 SHEET 1
BEYOND METAL
STRUCTURE
VERTICAL SECTION
J SILL - METAL STUD FRAME
NAIL FIN INSTALLATION (FLANGE)
IIrl s"
WINDOWS AND DOORS
Y"OND COD& 2efOND COMPARES.
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SHIM SPACE
CAULK BETWEEN 1X WOOD 1X WOOD BUCK
BUCK & CONCRETE/MASONRY �BY OTHERS(OPT,ONAL)
BY OTHERS •'+v ,,'
CONCRETE OR CMU
INSTALLATION ANCHOR SEE •�' '
NOTE 6 SHEET 1 -�--- ft
1 1/2" MIN.
EDGE DISTANCE'• {,
3 THREADS MIN.
PENETRATION
BEYOND METAL
STRUCTURE
1/4" MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
DETAILS SHEET 7
L FRAMING BY OTHERS
SELF -TAPPING SCREW
INSTALLATION ANCHOR
SEE NOTE 12 SHEET 1
3/4" MIN.
EDGE DISTANCE
SHEATHING BY
OTHERS
EXTERIOR FINISH BY
EXTERIOR OTHERS
PERIMETER CAULK
BY OTHERS
O.A. WINDOW
WIDTH
rB-� HORIZONTAL SECTION
5 JAMB - METAL STUD FRAME
CLIP INSTALLATION (FLANGE)
SEE GLAZING INTERIOR INTERIOR
DETAILS SHEET 7
SEE GLAZING
DETAILS SHEET 7
3THREADS MIN.
PENETRATION
BEYOND METAL
STRUCTURE
1/4" MAX.
METAL FRAMING BY OTHERS
SHIM SPACE
1
�
.LL
3/4"MIN.
EDGE DISTANCE
SELF -TAPPING SCREW
INSTALLATION ANCHOR
SEE NOTE 7 SHEET 1
EXTERIOR FINISH BY LJ
OTHERS J
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PERIMETER CAULK EXTERIOR EXTERIOR PERIMETER CAULK
BY OTHERS BY OTHERS SHEATHING BY
OTHERS
O.A. WINDOW O.A. WINDOW EXTERIOR FINISH BY
WIDTH WIDTH OTHERS
HORIZONTAL SECTION HORIZONTAL SECTION
5 JAMB - CONCRETE OR CMU 5 JAMB -METAL STUD
THROUGH FRAME INSTALLATION (FLANGE) THROUGH FRAME INSTALLATION (REPLACEMENT)
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DATE: 01.26.21
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CAULK BETWEEN 1X WOOD
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CONCRETE/MASONRY
1/2" MIN. EDGE
DISTANCE
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2X WOOD BUCK
BBY OTHERS
Y OTHERS
INTERIOR
WOOD INSTALLATION ANCHOR ,• ' s 1
SEE NOTE 8 SHEET 1 '• �,': Z SEE GLAZING
DETAILS SHEET 7
MIN. EMBEDMENT ••.'.•;
SEE NOTE 8 SHEET 1• ' • !..
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— EXTERIOR FINISH BY 3 EXTERIOR
OTHERS
SEALANT BEHIND FIN
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FL #:
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DATE: 01.26.21
SCALE: NTS
DWG.#: SWD055
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1" O.A.INSULATED GLASS
CONSISTING OF:
0.125" ANNEALED GLASS°
GO GOVA
V
0.375" AIR SPACE
0.1875" ANNEALED GLASS
BY
PVC INTERLCHEMICAL
3
EASTMAN CHEMICAL
EAST
— 0.1875 ANNEALED GLASS
INTERIOR
0.875" GLASS \
BITE
�� 6
EXTERIOR / 8
GLAZING DETAIL 1
0.375" O.A. LAMINATED GLASS
CONSISTING OF:
4
0.1875" ANNEALED GLASS
0.090" PVB INTERLAYER BY
EASTMAN CHEMICAL
0.2875 ANNEALED GLASS
/
INTERIOR
0.875" GLASS
\
BITE
6
EXTERIOR
GLAZING DETAIL
2
ARCH, EYEBROW ONLY
MAX+150/-150 PSF
1.0125" O.A. INSULATED GLASS
CONSISTING OF:
0.1875" ANNEALED GLASS°
0.125" AIR SPACE
0.090"ANNEALED GLASS
3
0.090" PVC INTERLAYER BY
EASTMAN CHEMICAL
_
0.125 ANNEALED GLASS
INTERIOR
0.875" GLASS
\
SITE
EXTERIOR /
8
D.L.O.=FRAME SIZE -3.938"
GLAZING DETAIL
GLASS DETAILS CONTINUE ONSHEET8
NOTE:
1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING
REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS
CHART REQUIREMENTS.
2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER CH 24 OF THE
CURRENT FBC.
3. GLASS LITES THAT EXCEED 36" IN WIDTH SHALL USE SETTING BLOCKS AT
1/4 SPAN FROM CORNERS.
4. TEMPERED GLASS ON SACRIFICIAL LITE SHALL BE USE ON APPLICATION 30
FEET ABOVE GRADE
pr'j
WINDOWS AND DOORS
BEYOND CODD. oOYOND COMPMi.
171 JET SERVICES WAY
DOTHAN, AL 36303
PH: 850-271-8900 FX: 850-271-3050
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BILL OF MATERIALS
ITEM NO.
DESCRIPTION
MATERIAL
MANUFACTURER
1
HEAD, JAMB, SILL FRAME (FIN)
VI Y
VISION EXTRUSIONS LIMITED
IA
HEAD, IAMB, SILL FRAME (FRAME)
VISION EXTRUSIONS LIMITED
2
JAMB COVER
V
VISION EXTRUSIONS LIMITED
3
GLAZING BEAD (INSULATED GLASS)
Gibit
VISION EXTRUSIONS LIMITED
4
GLAZING BEAD (SINGLE GLASS)
VINYL
VISION EXTRUSIONS LIMITED
5
INSTALLATION CLIP
STEEL
6
GLASS BEDDING-DOW1199
SILICONE
DOWCORNING
7
GLASS BEDDING-NOVAGUARDM-100
SILICONE
NOVAGUARD
8
ISPACER
I
i DURA-SEAL
OJAMB COVER
VINYL
TYPICAL WALL THICKNESS:.060"
1.595"
0.414"�
OHEAD, JAMB, SILL FRAME (FIN) 9HEAD, JAMB, SILL FRAME (FLANGE) �A
VINYL VINYL WINDOWS AND DOORS
TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060" 13"o"coosmBYo"COMIRw7Lls_
3.860"
1 r 2.720" 1.375" 3.86"
1
0.750"ui - }I
1.932
1.377" J 1377' J
OGLAZING BEAD (INSULATED) O GLAZING BEAD (SINGLE GLAZE) O INSTALLATION CLIP
VINYL VINYL STEEL
TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050' TYPICAL WALL THICKNESS:.050"
-I ll�� r 0.5" t 0.5
1.025" S— Ij1.025"
1" O.A. INSULATED GLASS
CONSISTING OF:
0.1875" ANNEALED GLASS4
0.375" AIR SPACE
0.1875" ANNEALED GLASS
0.075" VANCEAVA BY 3
EASTMAN CHEMICAL
0.1875 ANNEALED GLASS
INTERIOR
0.8 "GLASS , \
BITE
-1 , 6
EXTERIOR / 8
GLAZING DETAIL 4
NOTE:
1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING
REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS
CHART REQUIREMENTS.
2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER CH 24 OF THE
CURRENT FBC.
3. GLASS LITES THAT EXCEED 36" IN WIDTH SHALL USE SETTING BLOCKS AT
1/4 SPAN FROM CORNERS.
4. TEMPERED GLASS ON SACRIFICIAL LITE SHALL BE USE ON APPLICATION 30
FEET ABOVE GRADE
�4„�
D.777" 0
171 JET SERVICES WAY
DOTHAN,AL36303
PH: 850.271-8900 FX: 850-271-3050
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DMIA BEAO1, R 33W4
FBPE MT. DF AU7H=ZATION Na 29578
FL #:
FL14590
DATE: 01.26.21
DWG. BY: CHK. BY:
MS HFN
SCALE: NTS
DWG.#: SWD055
SHEET:
8
OF 8