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(772)462.1553
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I LI
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REVISIONS:
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STATE of FL REG./CERT.#: ST.LUCIE CO CERT.#:
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SLCCC: 9123109
Revised 06130117 .
OFFICE USE ONLY:
DATE FILED: �+ '� PERMIT#
REVISION FEE: 1 •.Q a
RECEIPT# 13 3 1 y
I
I
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION =u t
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION: i 3
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: '
ADDRESS
CITY: STATE:
a a,
PHONE(DAYTIME): {
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:' ? r.,
CITY:
STATE
PHONE(DAYTIlVLE:
r � ;
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS: '` '`
CITY: STATE '-
PHONE(DAYTIME):'
_
SLCCC: 912 t•.
3/09
F
Revised 06130117 {
Y ,
�REVISI
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'Florida Building Code Online M es://www.floridabuilding.org/pr/pr_app_lst.aspx
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications,r FBC,Staff BCIS•Site Ma p Linl
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Code Version 2017 FL# 1C
Application Type ALL Product Manufacturer AL
Category ALL Subcategory AL
Application Status ALL Compliance Method AL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired �� y Al
Product Model, Number or Name ALL Product Description -"� f=" `
P 'i i'.°, k �,e AL
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Impact Resistant ALL Design Pressure 1 t\ `^I ti, to r� k;` {f AL
Other ALL k.'i °'
Search Results-Applications
FL# Tvae :Manufacturer Validated By
FL10970-R7 Affirmation:JELD-WEN I National Accreditation &
History :FL#: FL10970.1 ;Management Institute
Model: Builders Atlantic Aluminum i(804) 684-5124
Description: Side Load Single Hung (4100) 52.125"x 72" i
Insulated Glass(1/8 in- 1/8 out Annealed)or Single Glaze
:(3/16in Annealed) i i
Category:Windows
:Subcategory: Single Hung
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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 St
Under Florida law,email addresses arc public records.If you do not want your e-mail address released in response to a public-records request,dt
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.
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an em
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you an
under Chapter 455,F.S.,please click here. ,.
Product Approval Accepts:
Ij
RECEIVED credi'Gard U[l�
Safe s_ .li
FEB 0 12018
''' °`?'� �`rr� I�f°
i
`ST. Lucie County, Permitting
I
7 01 —Osq/
ST.LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COFAP NCE
REVIEWED BY
DATE
I of I PLANS AND PERMIT
MUST BE KEPT ON JOB OR 01/31/2018 10:59 AM
NO INSPECTION WILL BE MADE
4:1orida F t lding Code Online • https://WWWlodabuilding.org/pr/pr_app_dtl.aspOparam=w...
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL#
FL10970-R7
Application Type Affirmation 1
Code Version 2017
Application Status Approved
Comments
I
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
I
Quality Assurance Representative
Address/Phone/Email
Category WindowsT!Ji((1.�. . Ilf +�
Subcategory Single Hung 1
I
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
I
Referenced Standard and Year(of Standard) Standard Year:
TAS 202 19941
Equivalence of Product Standards
Certified By
I
I affirm that there are no changes in the new Florida E
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
I
I
1 of 2 01/31/2018 10:59 AM
J'iorida$wilding Code Online f M https://WWW*-dabuilding.org/pr/pr_app_dtl.a§px?paramw..
i
I
i
Docume Itation from approved Evaluation or Validation Entity
Yes No N/A
!
Product Approval Method Method 1 Option A
Date Submitted 07/10/2017
Date Validated 07/10/2017
Date Pending FBC Approval
Date Approved 07/15/2017
Summary of Products
FL# Model,Number or Name :.Description
10970.1 Builders Atlantic Aluminum Side Load Single Hung (4100) 52.125"x 72"Insulate
i(1/8 in-1/8 out Annealed)or Single Glaze(3%16 in F
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL10970 R7 C CAC NI011624-R1 odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2026
Design Pressure: +50/-50 !Installation Instructions
Other: FL10970 R7 II DP-
1 50 52.125x72 Installation Instructions Ddf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
i FL10970 R7 AE PER3032 Ddf
I Created by Independent Third Party: Yes
Back Next
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 St.
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,de
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.-
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an em
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you an
under Chapter 455,F.S.,please click here.
Product Approval Accepts: I
Credit Carl
Safe
i';. L
IRA(" ,
I �
of 2 01/31/20118 10:59 AM
r NOTICEUF�PRU T CERTIFICATION
I
CERTIFICATION NO: NIO11624-R1
' DATE: 08/08/2013
/V al CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
l PF tyr.�'t
9'n7� REVISION DATE: 06I10/20I7
I i
( I
i
Is rnl�th:oche"N+nirroiF'raduclCertilicatioti'is�alid.plea,evisi[wives.NAMICertitication.comtoaunrcthat the
prudue t i,activ e and currently lisle i This ceni lic•atiun represents product conformity to the applicable specification and
i I tat rra i I ire ion en feria has been:atilt icd.A N AM I appnwcd certi 1 ication label must be applied to the product to claim
c•cnitication sums. Please rev im and ad+ise NAMI Wan\corrections are required to this documen(.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
.IELD-IWEN "Builders Aluminum Single Hung
3737 Lakeport Boulevard Window(4100)"
Klamath Falts,OR 97601 w/Flange&Slip-On Nail Fin
Cooliguratiow OIX
(dating:Monolithic(3 16"Annealed Glassi or
Insulating Glass(Annealed Gala.s)
Pramc: W-1324mm(52.13") Il-IX29mm(72")
Sash: W-1276mm(50.25") 11-921mni(36.25")
SPECIFICATION PRODUCT RATING
TAS 202-94 Design Pressure:2394 Pa(50 psi)
Negative Design Pressure:2394 Pa(50 ps1) 1 i 1 i
M wer Penetration Resistance Test Pressure:359 Pa(79 Pst)
Prt+dut;t 7talcd 13y: National Certifit:d Testing Lahoratorics
ltepttrt No: NC"I'L-310-3656-1
L•:xpiration Date: January 31,2026
.�dminisu;ttors Sienaturc:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
i
Hayes,VA 23072
Tcl:(804)684-5124
Fax:(804)684-5122
�i
i,,.... ,...,1'.1 •,.ti.;Ji_, ,.r;�� !�'..`i liil t;i�l i
r i
II
MASONRY
4J¢" Max. E�°�'a VE' (NCTL 210-3656-1A)
FROM ° T
14 3/8" CORNERS ° I 1 1/4'
O.C. MAX. 1
d. MIN.
EMBEDMENT
12
O C8" 1 SHIM MAX 1 1/4' MIN, EMBEDMENT--1 P 1/4' MAX
MAX � SHIM
SPACE IIQI EDGE Q .�f I SPACE.
➢IST 2 1/2'
I 1GASS RUE V
Q
DOW CORNING
y4' 1199 SILICONE
-- - - - ----- - -- - c 1_ 7� ,1 -=•. GLAZING DETAIL V' -
=_� TYPICAL VERTICAL
FRAME SECTION
-I NOTEe Caulk between
a unit and opening.
Z i
3�• DOW CORNING
3 =^i -- _ 1199 SILICONE
aass� TYPICAL H❑RIZ❑NTAL
FRAME SECTI❑N
+•_Yn NOTE, Caulk between unit and opening.
GLAZING DETAIL
1/4' MAX
SHIM SPACE Max Frame DP IMPACT
,
WINDOW WIDTH (5YJb" MAX.) 521/ii x 72' ,+50/_5O ^I�
TYPICAL ELEVATI❑N WITH FASTENERS 7 IV
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/window to substrate.
Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use 3/16"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. f'c = 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. , 111111 4. Fasteners are not required through the sill. Reason:I am approving this document
• Maximum sizes are buck/net sizes and do not include fir
is%a� g S!�/// Date:2013.10.24 13:08:16-04'00'
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` �F -- 02/24/2010 3737 Lakeport Boulevard
!� T
\••• WNBY: SCALE: JEL N Klamath Falls,OR 97601
to the size limitations noted. It is not intended as a guide to the installation Z O Tetzlaff NTS (541)882-3451
process and does not address the sealing consideration that may arise in different 7 — c KED BY: TITLE:
wall conditions. For the complete installation procedure, see the instructionE
_packaged with the window or go to www.jeld-wen.com/resources/installation_ -o T T -_ APaRovEo BY: Builder's Aluminum (4100) Single Hung------------
— — - ---- —
O P4� Masonry Installation (52.125" x 72.00")
copied in whole or in part or used or disclosed to others except as authorized by
This drawing and its contents are confidential and are not to be reproduced or � X11 FLowgp 3�feART/PROJECTNo.:
, G
ILDII.IGVHCIr�'INC.
9 I{BL 38 ��
g IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
JELD WEN,Inc. FBc�AfAN oalza33 .�s`s a MY44099 Venice Window Division BA4100_NCTL210 3656-A �1 1 of 5
MDI=DST 3/4• WOOD FRAME
Vj" MAX. 3 2 (NCTL 210-3656-1A)
FROM
14 3/8" CORNERS
O.C. MAX.
MIN.
� EMBEDMENT
1/ MAX
S
12 SHIM
1/4' MAX 1 1/2' MIN. EMBEDMENT
5/8" SPACE
O.C. SHIM
MAX. �� SPACE
MIN EDGE - -
I
t GLASS HTiE DIST 3/4'
DDV CORNING 2
■ 3/4' 1199 SILICONE
a _ _ GLAZING DETAIL
L' TYPICAL VERTICAL 3
FRAME SECTI❑N
_ — NOTE, Caulk between
—_i unit and opening. 1
c _ DON CORNING
1199 SILICONE
- == GLASS TYPICAL H❑RIZ❑NTAL
FRAME SECTI❑N
NOTEi Caulk between unit and opening.
GLAZING DETAIL
1/4' MAX
SHIM
SPACE Max— Fro-r�e DP IMPACT
WINDOW WIDTH (SZ1(i" MAX.)__ /,1 52 // x /7 2// +50/-50 NO
TYPICAL ELEVATI❑N WITH FASTENERS 4
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/window to substrate.
Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use #10 PFH or greater fasteners through frame with sufficient length
Code including the "High Velocity Hurricane Zone" (HVHZ) and the to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _
industry standard requirements for the stated conditions. 0.55).
• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening) to be designed
Minimum nominal glazing: 3/16" 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.
protection is required by local building code. 4. Fasteners are not required in the sill.
• Maximum sizes are buck/net sizes and do not include fity��b�l ig►►�►/ij
This schedule addresses only the fasteners required to anchor the product to U 11, PROJECT ENGINEER: DATE: 3737 Lakeport Boulevard
achieve the rated design pressure and impact performance(where applicable) up �� Q' .••'•••• •• ' F 02/24/2010 JELDIVEN
�!/ •. '� Klamath Falls,OR 97601
n
to the size limitations noted. It is not intended as a guide to the installatio Z ;' �,� WN BY: SCALE:
Tetrlaff NTS (541)882-3451
process and does not address the sealing consideration that may arise in different_ 7 — - KED BY: TITLE:
wall conditions. For the complete installation procedure, see the instructionE -=
- packaged with the window-or-go to www:jeld-wen.com/resources/installation. APPROVED BY: _ - Builder's Aluminum (4100) Single Hung
�0 '• ���4ARr�PROJECrND.: Wood Frame Installation (52.125" x 72.00")
This drawing and its contents are confidential and are not to be reproduced or '��FLDwgp . fe __ -
ILDdGGtx#N��.wc`.
copied in whole or in part or used or disclosed to others except as authorized by ��9 �13L �Q93B��� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET G
JELD-WEN,Inc. FBPE BAN ORIZA 3 �ss7e MY44099 Venice Window Division BA4100_NCTL210-3656-A 01 2 of
s NAIL FIN
411" MAX. I (NCTL 210-3656-1A)
FROM
D.C.3MA CORNERS
.0 MAX. ' E
n 3
1/4' MAX S
13" SHIM
O.C. SPACE
MAX. t 1/4' MAX
SHIM
; ��SITED1 SPACE\
X DOW CORNING
-C L3F{' 1199 SILICONE
GLAZING DETAIL
14
_ _ _ TYPICAL VERTICAL M " N
--- FRAME SECTI❑N
_ NOTE, Caulk between
— unit and opening.
S
DOW CORNING
:�- 1199 SILICONE
2�— 5
TYPICAL H❑RIZ❑NTAL
- i FRAME SECTI❑N
GLAZING DETAIL NOTE, Caulk between unit and opening.
1/4' MAX
SHIM
'z SPACE
Sir
P I Max Frame DP IMPACT
I---WINDOW WIDTH (5?JG" MAx.)� �K3-� 52/" x 72" +50/-50 1N❑
MIST aiv O�
TYPICAL ELEVATI❑N WITH FASTENERS s 1 D T
General Notes: Installation Notes:
• The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate.
comply with the wind load criteria of the adopted International Building 2. Use #8 PH or greater fasteners through nail fin with sufficient length to
Code (IBC), the International Residential Code (IRC), the Florida Building penetrate a minimum of %" into the wood framing (Min. S.G. = 0.55).
Code including the "High Velocity Hurricane Zone" (HVHZ) and the 3. Host structure (wood buck, stud framing and opening) to be designed
industry standard requirements for the stated conditions. and anchored to properly transfer all loads to the structure. The host
• All glazing shall conform to ASTM E1300. structure is the responsibility of the architect or engineer of record for the
• Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. project of installation.
• Installation methods may be interchanged within the same opening. 4. We recommend using Tegratite'" installation
• An impact protective system is required where wind borne debris (http://www.jeld-wen.com/newinstallationtechnology/) for weatherproofing.
protection is required by local building code. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness
•
Maximum sizes are buck/net sizes and do not include fir,���b� g s`/ .050"). Nail Fin extends approximately 1.258" away from frame.
This schedule addresses only the fasteners required to anchor the product to PROJECT ENGINEER: DATE:
JIELD-WEN 3737 Lakeport Boulevard
achieve the rated design pressure and impact performance(where applicable) up � �Q' .••'•••• •• ' F - 02/24/2010
\ ••��� WN BY:
SCALE: NTS Klamath Falls,OR 97601
to the size limitations noted. It is not intended as a guide to the installation ;•�. (541)882-3451
process and does not address the sealing consideration that may arise in different:,. 7 — c KED BY: TITLE:
wall conditions. For the complete installation procedure, see the instructionE * .
_packagedwithlhe__windowor_go_to_w.ww.ieldtwen.com/resources/installation.___�_ -o_.___ T-T - - - A�aRoveD-BY:_____. _—___'_____---Builder_'s.Aluminum_(_4100)_Single_Hung-_____.____
�p P�•' tv� ` Nail Fin Installation (52.125" x 72.00")
This drawing and its contents are confidential and are not to be reproduced or / �` FLOR�q� . B �� RT/PROJECTNo.:
/ �(� �IL�O''IR"IGI:]RO ,INC\.
copied in whole or in part or used or disclosed to others except as authorized by //-BBE�p��NJ KU3Ltn.�93e`��
JELD WEN,Inc. ��q IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
FBPE CEWFAN ORIZAT3 5,B MY44099 Venice Window Division BA4100_NCTL210-3656-A 02 3 of 5
STEEL STUD
4" MAX. __—Ie ga.MIN. (NCTL 210-3656-1A
FROM STEEL STUD
14.3/8" CORNERS
O.C. MAX. 3 Thread
MIN. Through 3 Thread MIN.
Q` \ stud Through Stud
7" 1 `1/4'MAX
O.C. l SPACE 18 ga. MIN.
MAX. STEEL STUD SPA SHIM
SPACE MAX
`
_ —II DOV CORNING
GLAZING•DETAIL 199 SILICONE 2
TYPICAL VERTICAL
rn FRAME SECTI❑N
3 - NOTE, Caulk between
unit and opening, MIN EDGE
U -, ",^} yam. DDV CORNING
C- --' im SILICONE
O
Vr
71,
^Y — TYPICAL HORIZONTAL
GLAZING DETAIL FRAME SECTI❑N
-" NOTE, Caulk between unit and opening.
1/4'MAX
SHIM SPACE
e
Max Frame I DP IMPACT
WINDOW WIDTH (52Ya" MAX.)" 4 52Ye' x 72° +50/-50 N❑
I ---is ca. MIN.
TYPICAL ELEVATI❑N WITH FASTENERS STEEL STUD
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/window to substrate.
2. Use #10 PFH sheet metal screws or greater through frame with
Code (IBC), the International Residential Code (IRC), the Florida Building g g me
Code including the "High Velocity Hurricane Zone" (HVHZ) and the sufficient length to penetrate a minimum of three (3) threads beyond
industry standard requirements for the stated conditions. metal substrate (Min. 18 Ga., Fy = 33 ksi).
• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening) to be designed
• Minimum nominal glazing: 3/161 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.
protection is required by local building code. 4. Fasteners are not required in the sill.
• Maximum sizes are buck/net sizes and do not include fir���b�1 � 92'.///�
This schedule addresses only the fasteners required to anchor the product to �� /j PROJECT ENGINEER: DATE:
JELWWENKlamath Lakeport Boulevard
achieve the rated design pressure and impact performance(where applicable)up � �� .••'•••• •• ' F 02/24/2010to the size limitations noted. It is not intended as a guide to the installation. �,� . O SCALE: Falls, 8 3451
Tetzlaff NTS (541)882-3451
process and does not address the sealing consideration that may arise in different 7 — COXED BY: TITLE:
wall conditions. For the complete installation procedure, see the instructionE fk .
acka edwiththewindow_or_goto_w.ww.ieldmwen.com/resour-ces/installation.__ T_T W—OVEDBY:________—_________ __Builder_'s_Alu min um 4100 Sin le_Hun
�p PU: <v�' ` Steel Stud Installation (52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced or 'n FLORYy� .W8ART/PRO]ECTNo.:
/ �(� ILOING ,INC. G
copied in whole or in part or used or disclosed to others except as authorized by /19Bf'��4a . 3B`��
JELD-WEN,Inc. If AN IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
FBPE CEI�FAN ORIZAT3 a 578 MY44099 Venice Window Division BA4100_NCTL210-3656-A Oil 4 of 5
l-18 ga. MIN. STEEL STUD NAIL FIN
4" MAX. _� STEEL STUD (NCTL 210-3656-1A)
reQd
14 3/8" ORNERS cnx uur yr $ MIIJFROM 3?Througi,
O.C. MAX. Q Stud
\ 3 Thread MIN,
\ Through Stud-- +
1 `1/4' MAX
7- ` SHIM
SPACE le ga. MIN. SHIM
MAX. \ STEEL STUD SPASPA CE MAX
XDO1 t111I'
CORNING3/4' SILICONE
- GLAZING DETAIL TYPICAL VERTICAL (2�
FRAME SECTI❑N -
F —� NOTES Caulk between
unit and apening. NIN�
4 -
m alsr tir
DDV CORNING
O I 3199 SILICONE Ti
If GLASS mme
TYPICAL H❑RIZ❑NTAL
GLAZING DETAIL FRAME SECTION
— 1/4• MAX NOTE- Caulk between unit and opening.
SHIM
SPACE
pp_ Max Frame I DP limPACT
�---WINDOW WIDTH (syb" MAX.)" 1�-- \^ 52)/" x 72" 1 +50/-50 N❑
U
TYPICAL ELEVATI❑N WITH FASTENERS 3 ---18 ga. MIN.STEEL STUD
General Notes: rta11-11 rr
• The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate.
comply with the wind load criteria of the adopted International Building 2. Use #10 sheet metal screw or greater fasteners through the frame with 1
Code (IBC), the International Residential Code (IRC), the Florida Building sufficient length to penetrate a minimum of three (3) threads beyond
Code including the "High Velocity Hurricane Zone" (HVHZ) and the metal substrate (Min. 18 Ga., Fy = 33 ksi).
industry standard requirements for the stated conditions. 3. Host structure (wood buck, stud framing and opening) to be designed
• All glazing shall conform to ASTM E1300. and anchored to properly transfer all loads to the structure. The host
• Minimum nominal glazing: 3/16" monolithic or 1/8" insulated. structure is the responsibility of the architect or engineer of record for the
• Installation methods may be interchanged within the same opening. project of installation.
• An impact protective system is required where wind borne debris 4. Fasteners are not required though the sill.
protection is required by local building code. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness
• Maximum sizes are buck/net sizes and do not include fir yV% t W4.1/�� .050"). Nail Fin extends approximately 1.258" away from frame.
This schedule addresses only the fasteners required to anchor the product to PROJECT ENGINEER: DATE:
JELIEN 3737 Lakeport Boulevard
achieve the rated design pressure and impact performance(where applicable) up 02/25/2010
to the size limitations noted. It is not intended as a guide to the installation \.� :�O WTelaff s�LE. NITS Klamath Falls,OR 97601
process and does not address the sealing consideration that may arise in different. 7 (541)882-3451
--'—•-'"" CCCKED BY: TITLE:
wall conditions. For the complete installation procedure, see the instructionr- 'K ,
packaged with the window or go_tq_ATwjeld-wen.com/resources/installafion._ _ -v T T a_WROVED BY: Builder's Aluminum (4100) Sin le Hun
p •' P�,.•' tV� ` Steel Stud with Nail Fin Installation (52.125" x 72.00")
This drawing and its contents are confidential and are not to be reproduced or �` FL .3�je mRT/PROJECT No.:
(E ILDI 'CIPf F{ ',INC. G
copied in whole or in part or used or disclosed to others except as authorized by �ja9Of��13L . IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
JELD WEN,Inc. FBPEIc�N�ANcPGOORIZAT3 5�6 MY44099 Venice Window Division BA4100_NCTL210-3656-A 01 5 of 5
. BUILDING DROPS � 398 East Dania B
ach Suite 33�
A Perfect Solution in Every Drop Dania Beach,FL 33004954.399.9478 PH
Li Cut-icate ofAuthonzation:29578 954.744.4738 FX
contact@buildingdrops.com
Product I valuation Report
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JELD-WEN,inc,
Builder's Aluminum Single Hung Window j
(4100 Mechanically Fastened)
for
Florida Product Approval
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Report No. 3032
Current Florida Building Code
Method: 1 —A(Certification) i
Category: Windows t
Sub—Category: Single Hungti�1
Product: Builders Aluminum Single Hung W'indon
(41001Nechanicakr Fastened)
Material: Aluminum 6063-T6
Product Dimensions: 52115"x 71"
Prepared For:
.IELD-WEN,inc.
3737 Lakeport Bled,
Klamath halls_OR.97601
```���untrinr��i ;
Prepared by: �. ES F.
Hermes F. Norcto, P.E.
Florida Profcs;ianxl Engineer 7 77> �:�v\G O
Date:U7-?3:-'014 _ i r�`J 78 _
On"
' itcnh:
Evaluation Rc on - ST/1T.E
p ---' Pages I d = tL
Irmallation Drtails Pages 5 -6 O�
snON, %
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Hermes F.Norero,P.E.
Florida No.73778
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BUILDING DROP
A Perfect Solution in Every Drop Date: 07/23/2014
Report No:3032
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Windows
i
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method(1)(a)
Product Name: Builder's Aluminum Single Hung Window(4100 Mechanically Fastened)
(Non-Impact)
52.125"x 72"
Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Jeld-Wen Inc
based on Method la 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 BA4100_NCTL_210-3656-1,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_220-3656-1 require
further engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions BA4100_NCTL_210-3656-1 for size and design pressure
limitations.
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Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 6
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BUILDING DROPS
A Perfect Solution in Every Date: 07/23/2014 Drop Report No:3032
Certdicate of Authorntat ion:29578
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:
0 TAS 202-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization#TST1589)
Report#:NCTL-210-3656-1, .Report Date:2/24/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
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Hermes F.Norero,P.E.
Florida No.73778
Page 3 of 6
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BUILDING DROPS !
A Perfect Solution in Every prop Date: 07/23/2014
Ccrdicatc of Authoruation:29578
Report No:3032
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(IX),non-structural,wood bucking is employed,use 3/16"diameter fTW Tapcon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25"into concrete or masonry.
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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 1S 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(BA4100 NCTL_210-3656-1)for anchor spacing and more details of
the installation requirements.
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Design Pressure:
Design Pressure Rating
-Positive— - j - 50
Negative _j 50
Hermes F.Norero,P.E.
Florida No.73778
Page 4 of 6
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BUILDINGDROP
A Perfect Solution in Every Drop Date: 07/23/2014
Certdicate of Authorization:29578 Report No:3032
Installation Method
JELD-WEN,inc.
Builder's Aluminum Single Hung Window(4100 Mechanically Fastened) j
(Through Frame installation)
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Hermes F.Norero,P.E.
I
Florida No.73778
Page 5 of 6
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BUILDING D,ROPP
AA Perfect Solution in Every Drop Date: 0
/2014 Report No:o: 3 3032032 �
Cemf;cate of Authorization:29578
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Installation Method
JELD-WEN,ine.
Builder's Aluminum Single Hung Window(4100 Mechanically Fastened)
(Nail Fin Installation)
112"R MAX- 'I
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Hermes F.Norero,P.E.
Florida No.73778
Page 6 of 6
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