HomeMy WebLinkAboutPRODUCT EVALUATION REPORT398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop I Dania Beach, FL 33004
954.399�8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
ProdtXtk Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro If Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
SCANNED
BY R-Ienoril. No� 4663.1
St. Lucie County Current Florida Building Code
Method:
I - D (Engineering Evaluation)
Category:
Exterior Doors
Sub - Category:
Swinging Exterior Door Assemblies
Product:
Design Pro /Smooth Pro /Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone
Material:
Fiberglass
Product Dimensions:
XmO" X 6'-S" (Nominal)
3�-O"X 8'mO" (Nominal)
Prepared For:
it' W-WEN, inc�
3737 Lak-port BIV6,
flainath Fall-, QR� 97601
Prepared by:
Hc,nnes F� Norero, P.E.
Florida Professional Engineer # 73778
Date: 11/15/2017
Contents:
Evaluation Report Pages 1 - 4
Digitally signed by Hermes F. Norero, P.E,
Reason: I am approving this document
Date: 2017.11.17 10:34:29 .05*00'
0
0
7
41
0/0
Hermes P.E.
Florida No. 73778
nBUILDING DROPS
A Perfect Solution in Every Drop!
Cert1ficate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Compliance Method:
JELD-WEN, Inc.
Exterior Doors
Swinging Door Assemblies
State Product Approval (1)(d)
Product Name: Design Pro / Smooth Pro / Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone (HVHZ)
3'-G" X 6'-8" (Nominal)
Y-0" X 8'-0" (Nominal)
Date: 11/15/2017
Report No: 4663.1
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) forJELD-WEN inc.
based on Method ld of the Florida Department of Business and Professional Regulation - Florida
Building Commission.
Limits of Use;
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 A010871, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
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
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010871 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010871 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop! Date: 11/15/2017
certificate of Authorization: 29578 Report No: 4663.1
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
National Accreditation & Management Institute (FBC Organization #QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST1589)
Report # Report Date:
NCTL-210-3916-02 wl addendum 06/10/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
NCTL-210-3925-03 02/07/14
TAS Report Engineer of Record: Gerard J. Ferrara, P.E.
Report # Report Date:
SJW2013-194 w/ addendum 06/10/14
SJW2013-131-TAS 07/02/13
SJW2013-206-TAS 11/13/13
TAS Report Engineer of Record: Kevin P. Tyra, P.E.
Report #
Report Date:
SJW2013-246
12/17/13
SJW2013-231
12/03/13
SJW2013-251
12/23/13
SJW2013-252
12/23/13
SJW2013-253
12/23/13
SJW2014-032
04/22/14
SIW2014-073
06/26/14
SJW2014-077
06/27/14
SJW2014-072
06/27/14
SJW2014-080
07/03/14
TAS Report Engineer of Record:
Robert H. Zeiders, P.E.
2. Quality Assurance Entity
National Accreditation & Management Institute
(FBC Organization HQUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization; 29578
Date: 11/15/2017
Report No: 4663.1
Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84
Report#: 3113726SAT-001 Rl Report Date: 03/13/09
4. Component Material Testing of Fiberglass SIVIC Skin
Element Materials Technology
ASTM D635, ASTM D638, ASTM D1929, ASTM D2843, ASTM G155
Report#: ESP010982P Report Date: 02/26/13
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
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 ITWTapcon
orY4" Elco Ultracon 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 or Y." Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions (AO10871) for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX. OVERALL
NOMINALSIZE
DESIGN PRESSURE (PSF)
L415SILE
CON11GURATION
IMPACT
RATING
WIDTH
HEIG14T
F
INSWING
OUTSWING
--POS---F—
�is_
NEG.
POS.
r NEG..
X
3' 011
-0"
61.—
.8.
=_ :
=65
6.5'
65
X
Y-0"
4
81-01,
50,
So
SO-
SO
LMI&SMI
�_j
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4