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FL# FL10947-R7
Application Type Editorial Change
Code Version 2014
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 ]ELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative ]ELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
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
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/22/2017
Date Validated 06/26/2017
Date Pending FBC Approval
https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 10/23/2017
Florida Building Code Online Page 2 of 2
Date Approved 06/29/2017
Date Revised 07/10/2017
Summary of Products
FL# Model,Number or Name Description
10947.1 Builders Atlantic Aluminum Horizontal Slider(4200)73"x 49.625"Insulated Glass(1/8 in-1/8 out
Annealed)or Single Glaze(3/16 in Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL10947 R7 C CAC NI011625-Ri.udf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/31/2026
Design Pressure:+50/-50 Installation Instructions
Other: FL10947 R7 II XO DP 50 73x49 625 Installation Instructions Ddf
Verified By: Hermes F.Norero, P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL10947 R7 AE PER3033.0f
Created by Independent Third Party:Yes
10947.2 Builders Atlantic Aluminum Horizontal Slider(4200) 110"x 49.625"Insulated Glass(Sash 3/16 in-
3/16 out Annealed,Fixed 1/8 in-1/8 out Tempered)or Single Glaze
(3/16 in Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL10947 R7 C CAC NIO11625 01-Rl.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/31/2026
Design Pressure: +50/-50 Installation Instructions
Other: FL10947 R7 II XOX 110x49.625 DP 50 Installation Instructions.Ddf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL10947 R7 AE PER3034.Ddf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED 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 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 emails prgyided 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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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 10/23/2017
NOTICE OF PRODUCT CERTIFICATION
�,��p CERTlRj�.4
NCCR- oy
v . o"* CERTIFICATION NO: N1011625-R1
9
x ®x. DATE: 08/08/2013
N MI CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
AWN��.5�`` CODE: 1822-1
_ �Nc.
D PREVISION DATE: 06/10/2017
F7ENp. .
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertitication.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN `Builders Aluminum Horizontal
3737 Lakeport Boulevard Sliding Window(4200)"
Klamath Falls, OR 97601 w/Flange& Slip-On Nail Fin
Configuration:XO
Glazing:Monolithic(3/16"Annealed Glass)or
Insulating Glass(Annealed Glass)
Frame: W-1854mm(73") H-1261mm(49.63")
Panel: W-933mm(36.75") H-1219mm(48")
SPECIFICATION PRODUCT RATING
TAS 202-94 Design Pressure: 2394 Pa (50 psf)
Negative Design Pressure: 2394 Pa (50 psf)
Water Penetration Resistance Test Pressure:359 Pa(7.5 psf)
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3656-5
Expiration Date: January 31, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
MASONRY
\ W ° .° „ MM =T e Ur (NCTL 210-3656-5A)
x x o m z 1 1/4•
O
0 L%X —O MIN.
in x v d EMBEDMENT
31/4 Ax
HIM SPACE
— / 1 1/4' MIN. EMBEDMENT-I�-I 3 1/4' MAX
J taws SHIM
}-—-A I �' SPACE.
n "
14334
cna v 2
z
X air D099 CORNING
GLAZING DETAIL
~ Z o
TYPICAL VERTICAL
FRAME SECTI❑N
I x = NOTEr Caulk between
11 0 o O unit and opening.
3X�
DOW CORNING
Z t9
z
346--
1199 SILICONE �
3 0GUM JUM
ur
TYPICAL H❑RIZ❑NTAL
FRAME SECTI❑N
NOTE. Caulk between unit and opening,
GLAZING DETAIL
1/4' MAX
'Q SHIM SPACE
lv--- — 'M N• Max Frame DP IMPACT
6 J, ° o —O• 9 EMBEDMENT 1731,' x 49/a +5 0/-5 0 I No
° 3
WINDOW HEIGHT (49%' MAX.) � v• �ia¢ffir e,�:
TYPICAL ELEVATI❑N WITH FASTENERS
General Notes:
• The product shown herein is designed, tested and manufactured to Installation Notes:
comply with the wind load criteria of the adopted International Building 1. Seal flange/frame to substrate.
Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use 3/s'Tapcon fasteners through frame with sufficient length to
Code'including the"High Velocity Hurricane Zone" (HVHZ) and the penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi)
industry standard requirements for the stated conditions. or masonry(Conforms to ASTM C90).
• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed
• Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host
• Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for
• An impact protective system is required where wind borne debris the project of installation. Digitally signed by Hermes F.Norero,P.E.
. protection is required by local building code. I �I Reason:I am approving this document
Maximum sizes are buck/net sizes and do not include firy % g s�1/., Date:2013.10.2413:06:19-04'00'
This schedule addresses only the fasteners required to anchor the product to �� �j PROJECT ENGINEER: DATE:
achieve the rated design pressure and impact performance(where applicable)up ���Q' •• • !Q� -- 02/25/2010 JELDVEN 3737 Lakeport Boulevard
to the size limitations noted. It is not intended as a guide to the installation �� WN BY: SCALE:
Klamath Falls,OR 97601
process and does not address the sealing consideration that may arise in different; ; �j 7TNTS (541)882-3451
C KEDD BY:
BY: TITLE:
wall conditions. For the complete installation procedure, see the instructions_ 7k _r
packaged with the window or go to www.leld-wen.com/resources/installation. T/AT//T/s,TQ APPROVED BY: Builders Aluminum (4200) Horizontal Slider
This drawing and its contents are confidential and are not to be reproduced or ��T• , '� ��� RT/PROJECT No.: Masonry Installation (73.00"x 49.625")
copied in wholeIncor in part or used or disclosed to others except as authorized by ��i��9 LDi B,3"�a4�G��
�Q IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
FBPE i4 THDRIZA 171 MY44099 Venice Window Division BA4200 NCTL210-3656-A 01 1 of 4.
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
4 .. 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
ProdRct Evaluation Report
Of
JELD-WEN, inc.
Builder's Aluminum Horizontal Slider Window
(4200 Mechanically Fastened)
for
Florida Product Approval
Report No. 3033
Current Florida Building Code
Method: 1 —A (Certification)
Category: Windows
Sub — Category: Horizontal Slider
Product: Builder's Aluminum Horizontal Slider
Window (4200 Mechanically Fastened)
Material: Aluminum 6063-T6
Product Dimensions: 73"x 50"
Prepared For:
JEL D-WEN, hic.
3737 Lakeport Blvd.
Elamath Falls, OR. 97601
Prepared by: `�ES F. O '�1�1
liernies F. Norero, P.E. � �,� ••''• '
Florida Professional Engineer#73778 :• �'\'••• -. 0
Date: 07/23/2014
Contents:
Evaluation Report Pages 1 —4T
Installation Details Pages 5—6 O� (0 P `�
Digitally signed by Hermes F.Norero, P.�iSS,••••••••'•••�C; �
Reason:I am approving this document i�i��,'0N;; j%%NN
Date:2014.08.14 14:53:19-04'00
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/23/2014
- Certificate of Authorization:29578 Report No: 3033
Manufacturer: JELD-Wen, inc.
Product Category: Windows
Product Sub-Category: Horizontal Slider
Compliance Method: State Product Approval Method (1)(a)
Product Name: Builder's Aluminum Horizontal Slider Window(4200 Mechanically Fastened)
(Non-Impact)
73"x 50"
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc.
based on Method 1a of the State of Florida Product Approval, Department of Business and
Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions BA4200_NCTL_210-3656-5,signed and sealed by Hermes F. Norero, P.E.
(FL#73778)for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing BA4200_NCTL_210-3656-5 require
further engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions BA4200_NCTL_210-3656-5 for size and design pressure
limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 6
BUILDING DROPS
Date: 07/23/2014
A Perfect Solution in Every Drop
- Certificate of Authorization:29578 Report No: 3033
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and
Management Institute (FBC Organization#: QUA1789)
Performance Standards: The product described herein has been tested per:
• TAS 202-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization# TST1589)
Report#: NCTL-210-3656-5, Report Date: 1/22/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#: QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 6
BUILDING DROPS
' Date. 07/23/2014
! A Perfect Solution in Every Drop Report No: 3033
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Nailing Fin Installation:
A. For two by(2X)wood frame substrate (Min.S.G. =0.55), use#8 Wood Screw type wood
frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood
framing.
Through Frame Installation:
A. For two by(2X)wood frame substrate (Min.S.G. =0.55), use#10 Wood Screw type
wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into
wood framing.
B. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90) substrate where
one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
C. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16"diameter ITW Tapcon type concrete screw
anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or
masonry.
D. For steel substrate (Min 18 Ga., Fy=33 ksi), use#10 Tek Screw type steel frame anchors
of sufficient length to achieve minimum embedment of 3 threads engagement into steel
framing.
Refer to Installation Instructions(BA4200_NCTL_210-3656-5)for anchor spacing and more details of
the installation requirements.
Design Pressure:
Design Pressure Rating
Positive 50
Negative 50
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 6
BUILDING DROPS
A Perfect Solution in Every Drop
Date. 07/23/2014
Certificate of Authorization:29578 Report No: 3033
Installation Method
JELD-WEN, inc.
Builder's Aluminum Horizontal Slider Window (4200 Mechanically Fastened)
(XO)
Through Frame Installation
5" MAX.
FROM
HEAD
.AMB
TOP 8' 0.C. CORNERS
MAX.
s
C�
� V.C.
s MAX.
n
co
3' FROM MEETING RAIL.
WINDOW WIDTH (73" MAX.)
XO or OX
CONFIGURATIONS APPROVED
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 6
BUILDING DROPS
A Perfect Solution in Every Drop Date. 07/23/2014
Certificate of Authorization:29578 Report No: 3033
Installation Method
JELD-WEN, inc.
Builder's Aluminum Horizontal Slider Window (4200 Mechanically Fastened)
(XO)
Nail Fin Installation
5" MAX.
TOP 153/4" 0.C. FROM
MAX. CORNERS
13Y4"
Z 0.C.
o MAX.
M
b
x
WINDOW WIDTH (73" MAX.)
XO or OX
CONFIGURATIONS APPROVED
Hermes F. Norero, P.E.
Florida No.73778
Page 6 of 6
Hurricane opening protection®
Hurricane shutters for replacement windows at 313 olive ave will be 1/2 cdx plywood and will
comply w/Florida Building Codes 2001 edition and Florida Building Codes 2010-Residential
edition:
2001 edition: a copy of page 16.5 section 1606.1.4 included in permit packet.
Additional info and revised 2010 edition notes are as follows: (This section and table were
dictated off the internet but not provided as copies in the permit packet)
8301.2.1.2 Protection of openings- reiterates that exception for 1/2 wood structural panels.
Table 8301.2.1.2 Calls out fastner type and spacing for wood structural panels and is as
follows: 1. Lag screws to be installed at opposing ends.
2. Fastners to be less than or equal to 1 inch from edges of panels
3. Fastners to be embedded into concrete block a minimum of 2 inches.
4. Fastners shall be located no less than.2.5 inches from the edge of block openings.
S. Fastners shall be 1/4 inch lag screw and according to the chart(R301.2.1.2-not
provided) be spaced no greater than 16" O.C.
6. Fastners shall be within 4 inches of every corner.
1606,1.3-TABLE 1606.1.4
1606.1.3 Anchorage against overturning, uplift and permitted for buildings with mean root'height of
sliding. Structural members and systems, and compo- 33 feet(10 m) or less where wind speeds do not
nents and cladding in a building or structure shall be exceed 130 mph (58 m/s).
anchored to resist wind-induced overturning, uplift and
sliding and to provide continuous load paths for these 1606.1.4.1 Buildings with openings. Where exterior a
forces to the foundation.Where a portion of the resistance glazing is assumed to be an opening, in accordance with
to these forces is provided by dead load, the minimum 1606.1.4, the building shall be evaluated to determine
dead load likely to be in place during a design wind event whether the openings are of sufficient area to constitute an
shall be used. open or partially enclosed building as defined in 1606.1.5.
Open and partially enclosed buildings shall comply with
1606.1.4 Protection of openings. In windborne debris the applicable provisions of ASCE 7.
5 re-ions.exterior LIazing that receives positive pressure in
2 the lower 60 feet (18.3 m) in buildings shall be assumed 1606.1.4.2 The wind-borne debris regions requirements
to be openings unless such glazing is impact resistant or shall not apply landward of the designated contour line in
protected with an impact resistant covering meeting the Figure 1606.A geographical boundary that coincides with
requirements of SSTD 12, ASTM E 1886 and ASTM E the contour line shall be established. _
1996, or Miami-Dade PA 201, 202 and 203 referenced =
therein as follows: 1606.1.5 Definitions. The following definitions apply
1. Glazed openings located within 30 feet (9.1 m) of only to the provisions of 1606.
5 grade shall meet the requirements of the Large -
Missile Test. Building,Enclosed.A building that does not comply with
2. Glazed openings located more than 30 feet (9.1 rd) the requirements for open or partially enclosed buildings.
above grade shall meet the provisions of the Small Building And Other Structure,Flexible. Slender build-
Missile Test, ings and other structures that have a fundamental natural
3. Storage sheds that are not designed for human habi- frequency less than 1 Hz. 9
tation and that have a floor area of 720 square feet or
® less are not required to comply with the mandatory Building,Low-rise. Enclosed or partially enclosed build-
® w•indborne debris impact standards of this Code. ings which comply with the following conditions: a
1. mean roof height, h, less than or equal to 60 ft (18 5
Exception: Wood structural panels with a mini- m); _
mum thickness of 7/16 inch (11.1 mm) and maxi- 2• mean roof height,h, does not exceed least horizon-
mum panel span of 8 feet (2438 mm) shall be tat dimension.
permitted for opening protection in one- and Building, ®pen. A building having each wall at least c
two-story buildings. Panels shall be precut to 8011 open. "This condition is expressed for each wall by
3 cover the glazed openings with attachment hard- the formula A.>_ 0.8 A„where: -
ware provided. Attachments shall be designed to `
resist the components and cladding loads deter- Ao= total area of openings in a Nvall that receives
mined in accordance with Table 1606.2B. positive external pressure, in sq ft (m2)
Attachment in accordance with Table 1606.1.4 is
TABLE 1606.1.4
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS _
FASTENER FASTENER SPACING(In.)1,2 =
TYPE _
Panel Span 5 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Span
<4ft <6ft <8ft
2 112#6 Wood Screw-t 16 16 12 9
2 112=8 wood screws16 16 16 12
Double-Headed Nails; 12 6 4 3
Sl: 1 inch=25.4 mm I foot=305 mm
t P7
I. This table is based on a maximum v:intl speed of 130 mph(58 m!s)and mean roof height of 33 feet(10 m)or less.
2. Fasteners shall he installed at opposing ends of the wood structural panel.
_ 3. Where screws are attached to masonry or masonry/stucco.they shall be attached using vibration-resistant anchors having a minimum withdrai al capac-
ity of,190 1b(2180 kN). V
4. Nails shall be 10d common or 12d hox dnuble-headed nails.
FLORIDA BUILDING CODE—BUILDING 16.5