HomeMy WebLinkAboutPRODUCT APPROVAL HORIZONTAL SLIDERSI
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Llst > Application Detail
FL #
FL20743-R2
Application Type
Affirmation
Code Version
ZUZU
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
ZZ� L —7
TAFCO Corporation
1953 N. 17th Ave
Melrose Park, IL 60160
(773) 301-7778
mike@tafco.com
Lucas Turner
Luke@TurnerEC.com
Windows
Horizontal Slider
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-58201
06/17/2026
Scott Wolters, PE
,Validation Checklist - Hardcopy Received
FL20743 R2 COI EvalReportFPA-82000.pdf
standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
i
I affirm that there are no changes in the new Florida Buildino
Code which affect my product(s) and my product(s) are it
Compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity
I
Product Approval Method
Date Submitted
Date Validated
Date Pending.FBC Approval
Date Approved
ary oflP
Yes No 'N/A
l
FL20743 R2 COC 7thEdFBC-FL20743.pdf
i
Method 1 Option D
01/27/2021
01/2i7/2021
02/Q4/2021
FL # Model, Number or Name liDescription
20743.1 Series 82000 j,PVC Horizontal Sliding Window
Limits of Use I Installation Instructions
Approved for use in HVHZ: No j FL20743 R2 II FPA-82000.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE 58201
Impact Resistant: No ( Created by Independent Third Party: Yes
Design Pressure: N/A ('Evaluation Reports
Other: Please see installation drawing and evaluation report FL20743 R2 AE Eva lReportFPA-82000.pdf
for additional details and limits of use. j Created by Independent Third Party: Yes
s;711- . 0
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 pI ublic. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
® s:heck
Credit•
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SERIES 82000 HORIZONTAL SLIDING WINDOW, NON -IMPACT
TABLE 1. DESIGN PRESSURE RATINGS
GLASS
DESIGN PRESSURE
RATING
IMPACT RATING
1/8"-1/8" I.G.
+30/-30 PSF
.NONE
ANNEALED MINIMUM
5/32"ANNEALED
+20/-20 PSF
NONE
MINIMUM
SHEET DESCRIPTION
1.............ELEVATION, GEN. NOTES
Z........... SECTION DETAILS
3............ ANCHORAGE DETAILS, NOTES
4............ 9.O.M., JOINERY, PART DRAWINGS
:2a
63" MAX. OVERALL WIDTH 0
27 11/16" MAX. -28 5/16" MAX: X w-
SASH D.L.O. WIDTH FIXED D.L.O. WIDTH 14"
4" MAX. FROM MAX. O.C.
CORNER, TYP. TYp
x
H 2
= w
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= o
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3
2
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INSTALLATION
FASTENER LOCATION,
TYP., SEE SHEET 3
2
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1 2016-06-17
11:18=04:00
J SILL ANCHOR
SPACING SAME
EXTERIOR ELEVATION AS HEAD
GENERAL NOTES
1. THIS PRODUCT, FABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON -IMPACT. RESISTANT AND REQUIRES THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDBORNE DEBRIS REGIONS.
2. THIS PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/I.S.2/A440-OB/11, AND MEETS THE REQUIREMENTS. OF THE FLORIDA BUILDING CODE, 5TH EDITION (2014), NOT INCLUDING THE HIGH VELOCITY
HURRICANE ZONE. PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN INTERTEK/ATI REPORTS F5086.01-109-44-RO AND F9644.01-109-44-RO; FOR DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS.
3. ALLOWABLE CONFIGURATIONS: XO (OPERABLE/FIXED) OR OX (FIXED/OPERABLE)
4. THE DESIGN PRESSURE RATINGS AS SHOWN IN TABLE 1, THIS SHEET, ARE AS LIMITED BY ASTM E-1300 04 GLASS TABLES, AND TESTED WATER AND STRUCTURAL PRESSURES. OTHER GLASS, ANNEALED OR
TEMPERED OF GREATER OR EQUAL THICKNESS TO THOSE NOTED IN TABLE 1, WHICHIMEETS ASTM E 1300 REQUIREMENTS FOR EACH PROJECT, MAY BE USED.
5. THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TERM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF
ANCHORAGE INTO WOOD SUBSTRATE.
6. 'INSTALLATION OF WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A.H.J.). BUCKING, OPENINGS, & BUCKING FASTENERS MUST
BE PROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS*TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SHALL BE
VERIFIED BY THE CONTRACTOR OR A.H.J.
7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT GALVANIC REACTIONS. WOOD BUCKS, IF USED, SHALL BE PRESSURE
TREATED, WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS
AND ALL OTHER WINDOW MATERIALS.
8. ALL HARDWARE & FASTENERS .SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, OR AS APPROVED; SIGNED, AND SEALED BY A FLORIDA-REGISTERED PROFESSIONAL ENGINEER ON A SITE -SPECIFIC BASIS.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION. RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED BY THIS DOCUMENT.
.Z; t No 58201 'P
ro= tT
9E STATE OF
r
6/17/2016
LUCAS A. TURNER, P.E.
FL PE # 58201
TURNER ENGINEERING &
CONSULTING, INC.
(COA # 29779)
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574'
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REVISION:
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FPA-82000
SNEET DESCRMON
NOTES,
ELEVATION
SHEET
1 of 4
3/4" I.G.
N
TYP. I.G.
AIR GAP
m
GLAZING ANN.
1/8" ANN.
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DETAILK GLASS MIN.
GLASS MIN.
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TYPICAL VERTICAL SECTION
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2 2 2
TYPICAL HORIZONTAL SECTION
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5/32" ANN. Ld GLASS MIN. �0
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TYPICAL SINGLE GLAZING DETAIL
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DRAWNG
FPA-820DO
LUCAS A. TURNER, P.E.
SHM DESCmonoN
FL PE # 58201
SECTION
TURNER ENGINEERING &
DETAILS
CONSULTING, INC.
(COA # 29779)
1239 JA6ARA AVE.
SHEET
NORTH PORT, FL 34288
2 Of 4
PH. 941-380-1574
1-1/2" MIN.
EMBED.
BUILDING
SHEATHING
AND WRAP
BY OTHERS
SEALANT BEHIND
FIN BY INSTALLER,
FULL PERIMETER
GENERAL ANCHOR NOTES:
1. INSTALL ONE ANCHOR AS SHOWN ABOVE AT EACH LOCATION SHOWN
IN THE ELEVATION ON SHEET 1 FOR PRODUCT PERIMETER.
2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16"
OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE.
3. SHIMS SHALL BE LOAD -BEARING (PLASTIC OR METALLIC) AND
CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE.
4. SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE
BEYOND SHEATHING, WALL FINISH OR STUCCO.
5. THE INSTALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR
INSTALLATION TO WOOD BUCKS INSTALLED OVER CONCRETE/MASONRY,
WITH ATTACHMENT OF 2X TO CONCRETE/MASONRY BY OTHERS.
SPRUC/PINE/FIR MIN.
WOOD SUBSTRATE
BY OTHERS
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INSTALLER, FULL
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SEE LOCATIONS SHEET 1
TYPICAL INSTALLATION HEAD, SILL, AND JAMB
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NEMSION:
RMSION:
DRAWING
6/17/2016
FPA-82000
LUCAS A. TURNER, P.E.
FL PE # 58201
SHE-..RPIION
TURNER ENGINEERING &
INSTALLATION
DETAILS
CONSULTING, INC.
(COA # 29779)
1239 JABARA AVE.
SHEET
NORTH PORT, FL 34288
3 Of 4
PH. 941-380-1574
j 82000 SERIES WINDOW BILL OF MATERIALS
ITEM NO.
DWG. NO.
NAME
MATERIAL.
DESCRIP.
1
HMST82-01.
MAIN FRAME
PVC
EXTRUSION
2
HMST82-03
SASH
PVC
EXTRUSION
3
HMST82-05
LOCKED SASH
PVC
EXTRUSION
4
HMST82-06
INTERLOCK
PVC
EXTRUSION
5
HMST82-07
TRACK
PVC
EXTRUSION
6
HMST130-10B
IG GLASS BEAD
PVC
EXTRUSION
7
HMST130_10A-
SINGLE -GLASS -BEAD
_ _PVC
EXTRUSION
1.280"
[32.501
o Q
DO 0
o
(MD
L
Q O u
4 INTERLOCK
HMST82-06
3-22R"
OMAIN FRAME
HMST-82-01
1.161" 1,161"
r [29.50]
[29:50]
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1
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tom. mo
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Qou SASH LOCKED SASH
2-----HMST82-03 9--HMST82-:05'-
1.346"
[34.201
5 TRACK
HMST82-07
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'�B ElyLAT
r No 58201 •SS. v ; DATE:
Ln _ 1.004" =�F *� 6/15/16
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%V. STATE OF .•.W4 NTS
K) EDD 0'�� O R 1 �P ••���REASON:
LO 0.067" ao
O u REMSPON:
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DRAN7NC /
0 6/17/2016 FPA-82000
A. TUER,IG GLASS BEAD SINGLE GLASS BEAD LUC FL PE # 58201P E SHEET Pf
O HMST130-10B O HMS r130-1 OA TURNER ENGINEERING & BOM, MP
PART
CONSULTING, INC. DWGS, CORNE
(COA # 29779)
1239 JABARA AVE. SHEET
NORTH PORT, FL 3428E 4 of 4
PH. 941-380-1574