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OFFICE USE ONLY:
DATE FILED: \� 2-1 ��ti PERMIT
REVISION FEE: 7S ��L Go��r! RECEIPT# ✓�cl
P
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVI= Uf-m
FORT PIERCE, FL . 52%
772 462 1553 ll
VISION
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:- 2, I bq D R
ood
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: x I S I7 ST. LUCIE CO CERT.
BUSINESS NAME: MO C..
QUALIFIERS NAME:
ADD . a .
CITY: STATE: F1 ZIP:
PHONE (DAYTIME): -7 S off-7 QUj (g ( FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: j S
ADDRESS: I lao S' f4 i d
CITY: fl- l(' 'C, STATE: ZIP:
PHONE(DAYTIME):-n-V- ,3'J� l((�� FAX:
SLCCC: 9123109
Revised 06130117
RECEIVED
pEC �� 2021
st.
John M. Foster - Architect Permitting
Member -American Institute of Architects - LEED AP December 14 , 2021
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
imfarch@gmail.com (772) 370-9464
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
RE: Permit 2106-0889
24309Dyer Road
St. Lucie County, FL
On-site inspections:
June 25, 2021
December 6, 2021
During on-site observations at the above captioned address, the following
materials were seen to be installed per Florida Building Code, 2020
requirements:
1) Installation of 17' 8" x 30' x 4" concrete slab w/ 18" deep x 24" wide
perimeter footing w/ (2) #5 rebar reinforcing @ residence entrance.
2) Installation of pair of aluminum frame, impact rated, 3068 Sunshine
Window Mf'g., Inc French doors per Florida Product Approval 31579.1.
3) Installation of first floor Tyvek house wrap, paper backed galvanized
steel lath & weep screed per FBC Residential, Section R703.2.
4) Exterior stucco plaster per Section R703.7.
5) Installation of aluminum flange-frame, insulated, impact rated windows
per Section R609. Window construction & installation meet prescriptive
requirements of FBC 2020 RE. See National Certified Testing Laboratories
Report No. NCTL-210-3894-01.
To the best of .my professional knowledge and belief, these installations
meet the intent of the Florida Building Code, Residential volume. If there
are any questions regarding these revisions, please contact me as listed
above.
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47,4 Gearge'lWasMigtoit Memdibi Ilighw4y,
Hzyc4 VA 23012:
Tell,(904) 51241' `ax:(804)684-51,22
NOTICE OF PRODUCT CERTIFICATION
.�0 CFRfitF7 �`.
CERTIFICATION NO: NI011745.01-R1
V •Q * a
DATE: 12/20/2013
CERTIFICATION PROGRAM: Structural
m COMPANY: JELD-WEN
Qe / ' tiEN�rs►��' t� _ CODE: 1822-1
REVISION DATE: 06/10/2017
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.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 "Premium Atlantic Vinyl"
3737 Lakeport Boulevard Horizontal Slider 8200 Window(Impact)
Klamath Falls,OR 97601
Configuration:XO
Glazing:IG-3/16"Annealed Glass/Laminate-1/8"
Annealed Glass/0.090"DuPont PVB Interlayer/1/8"
Annealed Glass
Frame: W-1879mm(74.00") H-1574mm(62.00")
Vent: W-939mm(37.00") H-1504mm(59.25")
DLO: W-854mm(33.62") H-1485mm(58.50")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: 2394 Pa(50 psf)
Negative Design Pressure:2394 Pa(50 psf)
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3894-01
Expiration Date: November 30,2025
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 .
-- THROUGH FRAME ;
MIN.DISTANCE INSTALLATION
FOR EDGE:3/4"3
12.E2e D.C. Bs•MAX
MAX.FRAME C ma r.
2 11/2"MIN.
EMBEDMENT
1 1/2"MIN.
EMBEDMENT
1 1/4'MAX MAX
17•D.C. SHI SHIM SPACE SHIM
SHIM SPACE
tux.THRU 3
FRAME IIIIr—��1III
22.0 mm J
2.0 mm
-4 5.0 mm 3.0 mm
MIN.DISTANCE Z
FOR EDGE:3/4"
g GLASS BITE ----------
13.0 mm
x
DOW 995 1
GLAZING DETAIL JAMB SECTION(TYP)
FRAME SECTION(TYP) HORIZONTAL SECTION
VERTICAL SECTION
1/4°MAX
—IT T T t SHIM SPACE
3
WIMM VAMH(74-MAX) 2
EMBEDMENT CT
TYPICAL ELEVATION WITH FASTENER SPACING EMBEDMENT Max Frame OP RATING IMPA
MIN.DISTANCE 74 x 62 +50/-50 1 YES
FOR EDGE:3/4"
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
2. Use#10 PH or greater fastener though the jamb with sufficient length to penetrate a minimum of 1 1/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 mm annealed 12 mm PVB by
project of installation. Dupont/3 mm annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the e,1 o e m t 1 pis building code.
window to achieve the rated design pressure up to the size limitations ��� osa 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does `� �� PRO1ECr ENGINEER: DATE:
� ,..� .. � __ 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall ®0 ;.•' ms 02/03/2014 'Q'
•. .'QO = DRAWN�y SCALE: p�� Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions e••�, D.Vezo NTS �J DVEN
Phone: (541)8B2-3451
packaged with the window or go to O. 7 CHECKED BY: T1TLEi
www.jeld-wen.comlresourcesfinstallation. _ �k * _ 3. Kantola
'o T T o: = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER: -- Through Frame Installation 74"x 62" ,t,
This drawing and its contents are confidential and are not to be ••. DQ'•'• P�Rr�P�o�E�r r� g
reproduced or copied in whole or in part or used or disclosed to others No.
except as authorized by JELD-WEN Inc. 398 &1tpc 338 IDENTIFIER No. PLAN'NAME AND LOCATION: CAD DWG.No.: REV: SHEET 2 OF 4
NCTL210-3894- -FBC
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Premium Atlantic Vinyl
Impact Horizontal Slider
for
Florida Product Approval
Report No® 2692
Current Florida Building Code
Method: 1 —A (Certification)
Category: Windows
Sub—Category: Horizontal Slider
Product: Premium Atlantic Knyl,
Impact Horizontal Slider
Material: PVC
Product Dimensions: 74"x 62"
Prepared For: -
JELD-WEN, inc.
3737 Lakeport Blvd.
I0amath Falls, OR. 97601 �..�`CGS F.• O
Prepared by 7
Hermes F. Norero, P.E. = � • ^� _
Florida.Professional Engineer#73778 � � • T T o w
Date: 01/20/2014 r�0,�'•�q� pP;••��
Contents:Eval
Installation Details Pages 5-7 SdONA►
Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E.
Reason:I am approving this document Florida No.73778
Date:2014.03.13 06:54:37-04'00'
BUILDING DROPS
A Perfect Solution in Every Drop Date: 01/20/2014
Certificate of Authorization:29578 Report No: 2692
Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code for manufacturing under a Certification Agency
through National Accreditation&Management Institute(FBC Organization
#CER1773)
Performance Standards: The product described herein has been tested per:
• TAS 201-94 i
• TAS.202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization#TST1589)
Report#: NCTL-210-3894-01 Report Date: 12/02/2013
Revision Date:01/29/2014
2. Certification Agency
National Accreditation&Management Institute
(FBC Organization#CER1773)
I
Hermes F. Norero, P.E.
Florida No.73778
Page 3of7
I
BUILDING DROPS
A Perfect Solution in Every Drop Date: 0
014 Report No:o: 26 2692
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.=0.42), use#10 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 buck substrate(Min.S.G.=0.42), use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
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.fc=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 stud substrate(Min 18 Ga., Fy=33 ksi),use#10 ITW TEK Screw type steel stud
anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
Refer to Installation Instructions(NCTL210-3894-1-FBC)for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure Rating
Positive 50 PSF
Negative 50 PSF
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 7
i
BUILDING DROPS
A Perfect Solution in Every Drop Date: 01/20/2014
Report No: 2692
Certificate of Authorization:29578
Installation Method
JELD-WEN, inc.
Premium Atlantic Vinyl Impact Horizontal Slider
Nail Fin Installation
1E.2V
dAIG'THRU FIN Ca 00
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FIN
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TYPICAL UEVATION WITH PASTOR SPAGINr
Hermes F. Norero, P.E.
Florida No.73778
Page 5 of 7
BUILDING DROPS
A Perfect Solution in Every Drop Date: 01/20/2014
Certificate of Authorization:29578 Report No: 2692
f
JELD-WEN, inc.
Premium Atlantic Vinyl Impact Horizontal Slider
Through Frame Installation (Wood)
121=1 Q.C. a.6''I&A.
VAX.FRAME FAOW
COMM
--9 1 k TIRO
MAWE
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I- WDOW WWM (70 N'A%)
TYPICAL ELEVATIo 5 M:TH FA5 TEN ER SPA CaNG
Hermes F. Norero, P.E.
Florida No.73778
Page 6 of 7
BUILDING DROPS
A Perfect Solution in Every Drop Date: 01/20/2014
Certificate of Authorization:29578 Report No: 2692
JELD-WEN, inc.
Premium Atlantic Vinyl Impact Horizontal Slider
Through Frame Installation (Concrete/Masonry, Steel)
15.7v ac. Mrs uax.
I WY-FRJWE FROWCM&kS
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17"O.C.
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TYPICAL MVA MON WITH PASIENER SPAMS
Hermes F. Norero, P.E.
Florida No.73778
Page 7 of 7