780 Bonita Window products specs 6/16/22,9:07 AM Florida Building Code Online
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Product Approval
USER:Pubnc Use,
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL* FL17532-R8
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
Product Manufacturer Viwinco Inc.
Address/Phone/Email P.O. Box 499
Morgantown, PA 19543
(610) 286-8884
Sbarnes@Viwinco.com
Authorized Signature Nathan Krebs
nkrebs@viwinco.com
Technical Representative Skyler Barnes
Address/Phone/Email P.O. Box 499
Morgantown, PA 19543
(610) 286-8140
sbarnes@viwinco.com
Quality Assurance Representative Nathan Krebs
Address/Phone/Email 851 Hemlock Road
Morgantown, PA 19543
(610) 286-8145
nkrebs@viwinco.com
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2017
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2013
ASTM E1996 2017
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJrBVu92goxvEBYF9PmurwF%2bZoRlXg5h8Gg°/`3d%3d 1/4
6/16/22,9:07 AM Florida Building Code Online
FL17532 R8 II 08-02886.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17532 R8 AE 513699A.pdf
Created by Independent Third Party: Yes
17532.6 Oceanview Imp Casement Picture Oceanview Imp Casement Picture 72" x 72"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17532 R8 C CAC 464-417 C4RO.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/10/2024
Design Pressure: +50/-50 Installation Instructions
Other: FL17532 R8 II 08-02573.pdf
Verified By: Luis Roberto Lomas P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17532 R8 AE 513352A.pd
Created by Independent Third Party: Yes
17532.7 Oceanview Impact Fixed Transom 96 Oceanview Impact Fixed Transom 96 x 48
x 48
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17532 R8 C CAC 464-157 C4Rl.p4f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/15/2021
Design Pressure: +60/-60 Installation Instructions
Other: FL17532 R8 II 08-02603.pdf
Verified By: Luis Roberto Lomas P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17532 R8 AE 513382A.pdf
Created by Independent Third Party: Yes
17532.8 Signature/Viwinco Casement Picture Signature/Viwinco Casement Picture 72 x 72
72 x 72
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17532 R8 C CAC 464-742 CORO.p-df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/26/2024
Design Pressure: +55/-55 Installation Instructions
Other: FL17532 R8 II 08-02575.pdf
Verified By: Luis Roberto Lomas P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17532 R8 AE 513354A.pdf
Created by Independent Third Party: Yes
17532.9 Signature/Viwinco Fixed 72 x 84 Signature/Viwinco Fixed 72 x 84
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17532 R8 C CAC 464-412 C4R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/21/2021
Design Pressure: +55/-55 Installation Instructions
Other: FL17532 R8 II 08-02604.pdf
Verified By: Luis Roberto Lomas P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17532 R8 AE 513383A.p-df
Created by Independent Third Party: Yes
17532.10 Signature/Viwinco Fixed 96 x 48 Signature/Viwinco Fixed 96 x 48
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17532 R8 C CAC 464-413 C3Rl.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/21/2021
Design Pressure: +70/-70 Installation Instructions
Other: FL17532 R8 II 08-02605.pdf
Verified By: Luis Roberto Lomas P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17532 R8 AE 513384A.pdf
Created by Independent Third Party: Yes
0
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJrBVu92goxvEBYF9PmurwF%2bZoRlXg5h8Gg%3d%3d 3/4
lir
P.EV"SIONS
kwl �� Df$CRIPTION DATE APPRDVFD
- 72" MAX. FRAME WIC - -- --- 72" MAX. FRAME WIDTH
12" 5" MAX.
2' MAX. �t VAX. �.;. 5" MAX. � 12"
r � MAX. '_ r
2" My
5' MAX.
12" MAX
1
_ I
72"
MAX. MAX'. _
FRAMF {"RAMI
HEIGHT HEIGI-T
�r
_ 1
S-SERIES CASEMENT PICTURE CAMBRIDGE CASEMENT PICTURE
EXTERIOR VIEW EXTERIOR VIEW
FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING FRAME INSTALLATION
+55.OPSF NONE
1/8" ANN.
1r
.090" SGP BY DUPONT
ANN SIGNED:01/06/2015
INTERIOR [EXTERIOR VIWINCOI INC, \\\ S
NOTES MORGANTOWN BUSINESS PARK, P.O. BOX 499 \���J\S R 0�1////�
••.
1. (2) 5/16" DIAMETER WEEP HGLE LOCATED 3" FROM STEEL MORGANTOWN, PA 19543 `r• ��GENS�''d+%
EACH END AT BOTTOM RAIL. SPACER
2. 1 8" x 3 8" WEEP SLOT LOCATED 3" FROM EACH L— SIGNATURE VIWINCO CASEMENT PICTURE *• 0 �5 *=
/ / 1/2' BITE / _ / _
END OF GLAZING POCKET. n 1 72" X 72" - NON-IMPACT Q`
3. SASH MAXIMUM D.L.O.: 65 1/2" X 65 1/2" ��� ELEVATIONS pO•• $TAT OF• �trJ`
DOW; DRAwN
D111;110. �i�'�FS��OR1�p:•G��\��
sErnNc el or.0 GLAZING DETAIL NAG DATE 08-02575 //i7S�ONALIE?\X��
NTS 01 06/15 2 OF 6
REVISIONS
REV DESCRIPTION DATE APPROVED
3/4" MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS 1/4" MAX.
SHIM SPACE
_
1/4" MAX.
O D r SHIM SPACE
APPROVED lNTERfOR
SEALANT II
3/4" MIN. ❑ #8 X 1 1/4" PH SCREW
EDGE DISTANCE 6" FROM EACH CORNER
#10 SMS OR �- AND 18" MAX O.C. THEREAFTER
SELF DRILLING
SCREW #10 SMS OR LJ
(� SELF DRILLING
SCREWS � cD
METAL
STRUCTURE
BY OTHERS
EXTERIOR INTERIOR BACKER ROD EXTERIOR
#8 X 1 1/4" PH SCREW & APPROVED
6" FROM EACH CORNER SEALANT
A
AND 18" MAX O.C. THEREAFTER JAMB INSTALLATION DETAIL
U� LJ METAL STRUCTURE INSTALLATION
#10 SMS OR
BACKER ROD SELF DRILLING
& APPROVED --f3 SCREW SHIM SPACE
SEALANT 1/4" MAX.
D
METAL — �
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED:O 110612015
VIWINCO, INC.
MORGANTOWN BUSINESS PARK, P.O. BOX 499 J ,R II CIO4fy�//
MORGANTOWN, PA 19543 �,, '\GENS�••sp/�
SIGNATURE/VIWINCO CASEMENT PICTURE _=*• 0, 251 k=
NOTES: 72" X 72" — NON—IMPACT (rf�r
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, =�'. �\
NOT SHOWN FOR CLARITY FRAME INSTALLATION DETAILS -p, TAT OF
2.PERIMETER
ACCORDANCE W/ ASTM 2
ANOTHERS TO BE DRAWN: DWG NO. RU // �s FC 0 R10'
DESIGNED
E DATE O8 SOEE575
SCA
NTS 01/06/15 4 OF 6
REVISIONS
REV DESCRIPTION DATE APPROVED
1 112" MIN.
EMBEDMENT
#6 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE o WOOD FRAMING 1/4- MAX
� BY OTHERS I 'N "�naCF
INTERIOR
0 9�� L X 1 1/4" PH SCREW
1 1/2" FROM EACH CORNER
MIN. D 18" MAX O.C. THEREAFTER
EMBEDMENT \EXTERIOR INTERIOR
y6 WOOD
#8 X 1 1/4" PH SCREW SCREW
6" FROM EACH CORNER 7/16" MIN
AND 18" MAX O.C. THEREAFTER EDGE DISTANCE EXTERIOR
JAMS INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
2J
1/4" MAX
� - C3 � SHIM SPACE
NOTES:
i! � � 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
7/16- MIN NOT SHOWN FOR CLARITY.
EDGE DISTANCE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
#6 WOOD WOOD
SCREW RA
1 1/2" MIN. BOT ERS
EMBEDMENT SIGNED:01/06,2015
VERTICAL CROSS SECTION VIWINCO, INC. \\��111111111/��
WOOD FRAMING OR 2X BUCK INSTALLATION MORGANTOWN BUSINESS PARK, P.O. BOX 499 \�\\JAS R L�4fi��,/
MORGANTOWN, PA 19543 `�\,•.��0 E Ns�9�,
SIGNATURE/VIWINCO CASEMENT PICTURE =*• 0 X251
72" X 72" - NON-IMPACT
FIN INSTALLATION DETAILS V STATE OF
DRAWN: DWG N0, REV 5c[ORIOp;'G\�'\��
N.G.NTS O8-02575
DATE 01/06/15 6
OF 6
7/29/22,9:19 AM Florida Building Code Online
FLORIDA 011WARTMINT OF
Business & Professional rrtG G"
Regulation :t.
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications Contact Us SCIS Site Map Links Search
dopr
Product Approval
USER:Pubic User
Product Approval Menu >Product or Application Search>Application List>Application Detail
FL# FL17550-RS
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Viwinco Inc.
Address/Phone/Email P.O. Box 499
Morgantown, PA 19543
(610) 286-8884
Sbarnes@Viwinco.com
Authorized Signature Nathan Krebs
nkrebs@viwinco.com
Technical Representative Skyler Barnes
Address/Phone/Email P.O. Box 499
Morgantown, PA 19543
(610) 286-8140
sbarnes@viwinco.com
Quality Assurance Representative Nathan Krebs
Address/Phone/Email 851 Hemlock Road
Morgantown, PA 19543
(610) 286-8145
nkrebs@viwinco.com
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2017
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/29/2021
Date Validated 07/30/2021
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJi%2f%2fxVVTiFGr9Q8BfglvfbpMQln%2bgXCNy4A%3d%3d 1/2
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-112" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
F
FA ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTHGTH
OF 3,192 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
PROVIDED. 20. APPROVED CONFIGURATIONS: OX, XO.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLAZING.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:02/05/2015
VIWINCO, INC.
MORGANTOWN BUSINESS PARK, P.O. BOX 499 \���J�`?R'•L(),1l,9�ii
MORGANTOWN, PA 19543 `��,••�XGENS� d+
TABLE OF CONTENTS S-SERIES PATIO DOOR XO =*• 0 6125
96" X 96" REINFORCED NON-IMPACT
SHEET NO. DESCRIPTION NOTES •��f' $$$$TAT EE OF
1 NOTES DRAWN I DWI NO. c�0R10P'G�����
2 ELEVATIONS V.L. 08 502597 - �� ONAl1E�
3 - 6 INSTALLATION DETAILS NTS DATE 02/04/15 1 OF 6
1/2- MIN. REV DESCRIPTION REVISIONS DATE
APPROVED
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS — 1 3/8" MIN.
EMBEDMENT 1 3/8" MIN. {� 1/4" MAX.
EM+ BEDMENT I SHIM SPACE
BACKER ROD OL-111 MAX "& APPROVED I 1/4" . 1/2MIN.
a
SEALANT SHIM SPACE EDGE DISTANCE
o ❑
❑ INTEA/OR u
7#10 WOOD SCREW #10 WOOD a
SCREW
❑ (moo a� ❑
❑ coq
; r
a
0
D WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
EXTERIOR INTERIOR & APPROVED
SEALANT
O JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
O NOTES
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS.
❑
#10 WOOD SCREW NOT SHOWN FOR CLARITY.
p 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BACKER ROD DESIGNED IN ACCORDANCE WITH ASTM E2112
& APPROVED 1/4" MAX.
SEALANT o a a SHIM SPACE
WOOD FRAMING 1 3/8" MIN. SIGNED:0210512015
OR 2X BUCK EMBEDMENT
BY OTHERS VIWINCC, INC.
\\\5 py
\\111111IIII///
MORGANTOWN BUSINESS PARK, P.O. BOX 499 R• C ���%
MORGANTOWN, PA 19543 `ter '\G E N q
S-SERIES PATIO DOOR XO *• 0,6125 •k-
VERTICAL CROSS SECTION 96" X 96" REINFORCED NON-IMPACT J o I �
WOOD FRAMING OR 2X BUCK INSTALLATION FRAME INSTALLATION DETAILS �D, TAT OF tt��
DRAWN; DWG N0. REV OPV OR1OP G�?��
SCALE GATE 08 -02597
NTS 02/04/15 3 OF 6
2 1/2" MIN. REVISIONS
EDGE DISTANCE REv DESCRIPTION DarE aPPRovEo
CONCRETE/MASONRY -"--r—
BY OTHERS `• n •
a•
• 1 1/4" MIN.
OPTIONAL 1X BUCK ° e EMBEDMENT
SEE NOTES 3 — 7 ° 1 1/4" MIN.
SHEET 1 EMBEDMENT
BACKER ROD ��
& APPROVED C7� 1/4" MAX. a 1/4" MAX.
SEALANT ISHIM SPACE 2 1/2" r SHIM SPACE
a MIN. °
EDGE
❑ 3/16" TAPCON DISTANCE • ❑
�c
mu
�On � • JTI,
INTERIOR
�LJI
3/16" TAPCON � �a
• °
�❑ ❑� O
EXTERIOR INTERIOR O O
CONCRETE/MASONRY /d
BY OTHERS ❑
EXTERIOR
OPTIONAL 1X BUCK
❑
4N�
SEE NOTES 3 — BACKER ROD
1
SHEET 1 & APPROVED
SEALANT
0
JAMB INSTALLATION DETAIL
oO CONCRETE/MASONRY INSTALLATION
BACKER ROD O ❑ 3/16" TAPCON
& APPROVED a
SEALANT NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL IX BUCKo a 1/4" MAX. NOT SHOWN FOR CLARITY.
SEE NOTE 3 — 7 F SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY i SIGNED:02/05/2015
BY OTHERS • a • a. 1 1/4" MIN. VIWINCO, INC. S\ R IICp// �i�
EMBEDMENT MORGANTOWN BUSINESS PARK, P.O. BOX 499
MORGANTOWN, PA 19543 �,• ��C•ENSh••d'
d a ° • S—SERIES PATIO DOOR XO =*• Oy61251 *�
96" X 96" REINFORCED NON—IMPACT — + k1/(rt�r
2 1/2" MIN. FRAME INSTALLATION DETAILS 0 STATE OF
VERTICAL
ERT I TAA CROSS
SONRY SSECTION
CT IOON EDGE DISTANCE LEDPAWN OarE DWG No. OS SHEET
97 REQ `S��IOVAl1��G��\\\
NTS 02/04/15 5 OF 6
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd
Lewisville,NC 27023 Report NO.: 5133768
434-688-0609
rllomasCalrlomaspe.com
Manufacturer: Viwinco, Inc.
Morgantown Business Park
P.O. Box 499
Morgantown, PA 19543
Product Line: S-Series Patio Door XO 96"x 96"—Non-Impact
Compliance:
The product mentioned above has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02597, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Report No.:ATI A1719.01-501-47 signed by Lynn George
Architectural Testing Inc., Springdale, PA
AAMA/WDMA/CSA 101/I.S.2/A440
Design pressure: ±50.16psf
Water penetration resistance 7.52psf
3. Anchor calculations, report number 513376-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±50.Opsf
• Maximum unit size: 96"x 96"
• Approved Configurations: OX, XO.
• Units must be glazed per ASTM Ell 300 with safety glazing.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02597.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s)for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
���,••v�C E N sF'9cr -5-
*• 051 • *_
o . TAT OF
.Z 0 R IOP G�'Z'���
S�ONAL`'� '
III
1 of 1 Luis R. Lomas, P.E.
FL No.: 62514
10/16/2020
V iwinco realer vuote
� Quote Number:
00315049
Job Name:
DUVAL GLASS CHAMBERLIN RES
Line# Qty Ordered Order Specifications
0001 2 S-Series Picture
APPLICATION: NEW CONSTRUCTION(NON-IMPACT)
MEASURE CODE: ROUGH OPENING
viewed From Exterior WIDTH: 36.0000
HEIGHT: 24.0000
COLOR: WHITE EXTERIOR/WHITE INTERIOR
GLASS PACKAGE: STANDARD GLASS PACKAGE
GLASS COLOR OPTIONS: CLEAR/LOW-E
GRID TYPE: NONE
Performance: SHGC:0.22,U-Factor:0.26,VT:0.51,CPD: VWN-K-8-00291-00001
DP Value: 55
Florida Approval: 17532.8
0002 1 S-Series Picture
APPLICATION: NEW CONSTRUCTION(NON-IMPACT)
MEASURE CODE: ROUGH OPENING
WIDTH: 72.0000
HEIGHT: 24.0000
COLOR: WHITE EXTERIOR/WHITE INTERIOR
GLASS PACKAGE: STANDARD GLASS PACKAGE
1 GLASS COLOR OPTIONS: CLEAR/LOW-E
GRID TYPE: NONE
Performance: SHGC:0.22,U-Factor:0.26,VT: 0.5 1, CPD: VWN-K-8-00291-00001
DP Value: 55
Florida Approval: 17532.8
STUDS CONNECTORS
MAXI_HEADER SPAN(FT) HEADER SPAN(FT.)
CCNNECTCR 3' 11'
1-11 (])1-16 (3)LSTAb
ESS)
HUGHES (1)RT1D (])RT3D (I)R1Y1 (])RT11
NUIBER NG HEADER STUDS
SWPpRTING END W HEADER (1)SP1 W (S)SR LR (4)J.1 (4)
)SPI W
OR(!)SPA CR(A) (4)Ns
UNSUPPORTED N4lER W FULL LENGTH STUDS (2) (!)15 ( LTT]CB
MALL NE d!T W EAC W HEADER S(i)SPT Qt ))SPTI OR(4) 1 SPTi IR
NCR (1)NCPL (4NCPL
GREATER Tww ? Z S
oR w TW 4 borTm of EACH sTuo
�'T�NUFNES l TW E BpTTQ'I W EACH STUD
SIMPSON l5TAl2• SIMPSON LSTA12 ——————— --T111 11
OF ®EACH END TRUSS OR ROOF
24'O. FRAMING MEMBERS
BERS
DOUBLE TOP PLA —DOUBLE TOP PLATE
CONNECTOR'A' ,)NNECTOR'A' HEADER
HEADER STUDS �RIPLLESTUDS
FULL LENG1u
FULL LENGTH NALL 5TUDS
WALL STUDS HEADER STUD`,ECTOR'8'� CONNECTOR 'B'ANCHORS NO ANCHORS O
REQUIRED REQUIRED
(B__)HEAQER
AND STUD DETAIL
SCALE: N.T.S.
ARCHITECTURAL SHINGLES TO W OFF RIDGE VENT
MATCH EXIST
1111 1
11TH 111TH I IT11 HIT
111111111
11
B_E_ARING HT. III
E105T.BEARING HT.
74. ml LIE
ARCHITECTURAL SHINGLE ROOF M p
INSULATION
058 STRUCTURAL I, 12
.SURE SHEATHING STAGGERED
..Cd RING SHANK NAILS P 6'OC t2� MAIN FIN.FLOOR_—
EDGES!6'O.C. FIELD IlLGRADE
TRIM TO HARDIE LAP SIDING
CONVENTIONALLY FRAMED ROOF MATCH EXIST. TO MATCH EX15TING
SEE ROOF FRAMING PLAN
SIMPSCN MT512•EACH TRUSS
BEARING POINT
2X4 RAFTER TAIL SCABBED ON TO
RAFTER
ALUMINUM SAVE DRIP i/2"GTPSUM BD.
SECURED TO JOISTS
MATCH EXIST.FASCIA MATC
EXIST.
2.4 OUTLOOKER5 P 24'O.C.
VENTILATED SOFFIT (2)2XB HEADER A/IV
SPACER P 0 ENING5
1/2'GYPSUM BD OVER
h WOOD STUDS 1 16-
WOOD TTP
SEE WINDOW MFR
SPECIFICATIONS FOR
CODE COMPLIANCE AND
MATCH EXISTING 51DING OVER INSTALLATION DATA
TTVEK HOUSEWRAP OVER I/2'COX
PLYWOOD SHEATHING FASTENED TO
STUDS W/BD COMMON NAILS P 3'
OC. IN FIELD 4 AT PANEL EDGES
—INSULATION
EL. +100'-0' (ASSUMED)A
FINISH FLOOR
m FINISHED GR E
�i /JMPACT ED FILL
P.T.2.50LE PLATE W/PLATE
TO STUD STRAP, 1/2' DIA. X
10'AW-14OR BOLTS P 32'0 4' - 3000 P51 CONC.SLAB
W/2.2.1/8'WASHER MIN.2 REINF. w/FIBERME5H OVER 6
BOARD.OARD.ON SOLE SEALER MIL VAPOR BARRIER OVER
CLEAN 95%COMPACTED FILL
REFER TO FOUNDATION PLAN)
FOR FOUNDATION TYPE AND
FOOTING SPECIFICATIONS
/� TYPICAL WALL SECTION
)LJ SCALE: V2" = I'-0"
REVISIONS
OVERALL BUILDING HT
TRIM TO COPYRIGHT@ 202
MATCH EXIST LL RIGHTS RESERVED, THES
L HARDIE LAP SIDING PLAN RI PROTEACTE
-——-------- D BY
------ --- TO MATCH EXISTING
--------•-- UNAUTFIORIZED USE MAY
—
— RESULT IN LEGAL ACTION.
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JOB COPY
;. y
:;e�1'°""``'Q~ Digitally signed
REVISED
by William
3:73pm.May 13.1011 fnn o�
Date:
2022.04.21
--------- ----------------------------- ---- ,� M.":� bnA< 17:13:23-04'00'
J
ENGINEER OF RECORD
WILLIAM F. STUHRKE, PND, PE
STATE OF FLORIDA PE#22150
12215 REBECCAS RUN DR.
WINTER GARDEN, FL 34787
(407)920-3119
RIM
IAT EXIST
w
REAR ELEVATION v
2 w m
N
W
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CRICKET J
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EXIST.BEARING HT. w
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MAIN FIN.FLOOR r
GRADE
HARDIE LAP SIDING TRIM TO TRIM TO DESIGN: IGAJ
TO MATCH EXISTING MATCH EXIS MATCH EXIST
DATE: 2/28/22
JOB NO: 21-069
RIC�I IT ELEVATION RECEIVED DWG NO:
1/4" - V-0" By ToM GinAlespsrpe.of 8:41 am,Wy a.10-1 '4,3 OF R./