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HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online
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Product Approval r 4-4-6
USER: Public User
Producf�prov_al Menu > Product or Apolicatien Search > Aoolication List > Application Detail
Pagel of 3
FL #
�es-hyd
Application Type
Revision
Code Version
p
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FL #
FL16708-R9
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer GELD -WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
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 Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
Florida License PE -73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
J Validation Checklist - Hardcopy Received
Certificate of Independence FL16708 R9 COI COI 3W SS 2015-04-27.pdf
Referenced Standard and Year (of Standard) Standard
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Section$ from the Code
Year
1994
1994
1994
Florida Licensed Professional Engineer or Architect
FL16708 R9 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8ob1%2fZm6Tud... 10/29/2019
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
04/22/2019
Date Validated
04/22/2019
Date Pending FBC Approval
05/01/2019
Date Approved
06/18/2019
Date Revised
10/15/2019
Summary of Products
FL # Model, Number or Name Description
Page 2 of 3
16708.1
A Design Pro / Smooth Pro / Studio
Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
imits of Use
Fibergiass
Inswing and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R9 II A0108.71A X OPQ SS 2017-02-09.odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evacuation Reports
Other:
FL16708 R9 AF PER4563 1 SS 2017-11-17.odf
Created by Independent Third Party: Yes
16708.2
B Design Pro / Smooth Pro
Fiberglass
Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0
Inswing and Outswing
imits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R9 11 A010872A X, GLZ SS 201608-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Approved for use outside HVHZ: Yes
Impact Resistant. Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL16708 R9 AE PER4438.1 SS 2017-11-17.1)df
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
16708.3 C Design Pro / Smooth Pro / Studio Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16708 R9 II A010873A XX DP SS 2017 02-09. df
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4664.1 SS 2017-11-_17. df
Created by Independent Third Party: Yes
16708.4 D Design Pro / Smooth Pro
Fiberglass
Double (XX) impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
Inswing and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R9 II A010874A XX GLZ SS 2016-08-26.adf
Verified By: Hermes F. Norero, P.E. 73778
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL167DB R9 AE PER4440.1 SS 2017-11-17.pdf
FL16708 R9 AE PER4665.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.5 :aE
Design Pro / Smooth Pro / Studio
berglass
Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door
9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R9 li A010875A OXO OX OPO SS 2017-02-09.pdf
Verified By: Hermes F. Norero, P.E. 73778
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL16708 R9 AE PER4665.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
16708.6 F Design Pro / Smooth Pro
Fiberglass
Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door
9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R9 II A010876A OXO OX GLZ SS 2016,08-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
Fl R9 AE PER4442.1 SS 2017--11-17.pdf
Created by Independent Third Party: Yes
16708.7 G Design Pro / Smootn Pro / Studio Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
https://floridabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQwtDqu8obl%2flZm6Tud... 10/29/2019
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure. N/A
Other:
Page 3 of 3
Installation Instructions
FL16708 R9 II A010877A OXXO, OXX OPQ SS 2017-02-
09Tpdf
Verified By: Hermes F, Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R9 AE PER4666.1 SS 2017-11-17.odf
Created by Independent Third Party: Yes
16708,8 H Design Pro / Smooth Pro Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16708 R9 II A010878A OXXO, OXX GL.Z_SS 2016 -08 -
Approved For use outside HVHZ: Yes 26.odf
Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R9 AE PER4444.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
Hack F; --,I
Contact Us :: 2601 Hla, 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 7: A c ibil' Statement:: R fiord S at went
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a putNk-records request, donut 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.£395. 'Pursuant to Section 455.275
(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartment with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are pubUc record. tf 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 Approva[ Accepts:
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398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop! 954.399.8478 PH
Certificate of Authorization: 29578 954.7444.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Fiberglass
Impact Approved Glazed Doors
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 4438.1
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro/ Smooth Pro Fiberglass
Impact Approved Glazed Doors
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: 3'-O"X 6'-S" (Nominal)
3'-0"X 8'.0" (Nominal)
Prepared for:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by:
Hermes 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: 1 am approving this document
Date: 2017.11.17 10:27:09 -05-00-
No
.�S F.O
.O ,
7 ti y
`•o' T T ' rr�
0 qP •: I/v
\ h
HermesiP.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub -Category: Swinging Door Assemblies
Compliance Method: State Product Approval (1)(d)
Product Name: Design Pro / Smooth Pro Fiberglass
impact Approved Glazed Doors
For use in the High Velocity Hurricane Zone (HVHZ)
3'-0" X 6'-8" (Nominal)
3'-0" X 8'-0" (Nominal)
D ate : 11/15/2017
Report No: 4438.1
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc.
based on Method 1d 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 A010872, 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 A010872 require further engineering
analysis by a licensed engineer or registered architect.
See Installation Instructions A010872 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
Date: 11J15/2017
A Perfect Solution in Every Drop! Report No: 4438.1
Certificate of Authorization: 29578
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:
Referenced Data:
• TAS 201-94
• TAS 202-94
• TAS 203-94
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST1589)
SJW2013-230
Report #
Report Date:
NCTL-210-392401
12/18/13
NCTL-210-3925-03
02/07/14
NCTL-210-3916-02 w/ addendum
06/10/14
NCTL-210-3930-01
02/24/14
NCTL-210-3930-02
03/10/14
TAS Report Engineer of Record. Gerard J. Ferrara, P.E.
Report # Report Date:
SJW2013-194-TAS w/ addendum 06/10/14
SJW2013-208-TAS 11/13/13
TAS Report Engineer of Record: Kevin P. Tyra, P.E.
Report #
Report Date:
SJW2013-230
11/26/13
SJ W2013-231
12/03/13
SJW2013-251
12/23/13
SJ W 2013-252
12/23/13
SJW2013-253
12/23/13
SJW2014-032
04/22/14
SJ W2014-073
06/26/14
SJW2014-077
06/27/14
SJ W 2014-072
06/27/14
SJW2014-080
07/03/14
TAS Report Engineer of Record: Robert H. Zeiders, P.E.
Report # Report Date:
SJ W 2016-006 02/22/16
TAS Report Engineer of Record: Harold E. Rupp, P.E.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Quality Assurance Entity
National Accreditation & Management Institute
(FBC Organization #QUA1789)
Date: 11/15/2017
Report No: 4438.1
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84
Report#: 3113726SAT-001 R1 Report Date: 03/13/09
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D635 ASTM D638 ASTM D1929 ASTM D2843 ASTM G155
Report#: ESP010982P Report Date: 02/26/13
5. Material Certifications
Miami -Dade County RER — Product Control Section NOA
Current NOA for Solutia PVB Interlayer (Saflex by Eastman Chemical Co.)
Current NDA for SGP Interlayer by DuPont (SentryGlas by Kuraray America)
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 i#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. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, use 3/16" diameter 1TW Tapcon
or%" Elco Ultracon 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 or X~" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions (A010872) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (A010872) for design pressures based on size & configuration of
door units.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
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P= 884 ibs
Ko = 2.400
Z,= 368 lbs
Min. Design value: Z= 163 lbs
Mode II
A: 0.0003
B: 1.07
C: -4038.9
P = 2287 lbs
Ko = 2.400
Z= 953 lbs
Duration Factor: Cp = 1.6
Allowable Design Value (ZCo): Z`= 262 lbs/anchor
Mode IIIA,
A: 0.00059
Manufacturer: Masonite
0.57
1432 Woodford Rd.
-3864.9
Ms =
46.8 in -lbs
Report #: 514010
2126 tbs
Lewisviife, NC 27023
2.400
Z=
886 lbs
Date: 0510112017
Actual edge distance: 2.50 in
434-688-0609
0.85
656
rllomas(a7lriomaspe. earn
Tabulated shear design value: Z =
202 lbs
Test Report: N/A
Spacing: 200 in
Tabulated shear design value: Z =
Product: Single door 3'x 8'8" (Wood Frame)
\S
�� • C•�p.tj
Actual spacing: 3.00 in
Scope:
0.91
.� s�` rj G N ,9
•
This analysis calculations, quantities, and spacing requirements for installing product to substrate, and it applies only t4
155 lbs/anchor
provides
the product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
155 lbs/anchor
Solid members w/ & w/out gap:
Note: Anchors with the feast capacity Is used for calculations
to quaNfy anchors with higher capacity.(L+�
a. With threads present in shear plane
i
�y0 . TAT0 F ((:
i D
Anchor calculations minimum reuired anchors
Fastener type: 7710 wood screw
(NDS 2012, TR12)
•
/��•
Nominal diameter: D: 0.190 in
Gop= g: 00000 in
Root diameter: Dr: 0.152 in
Moment arm: 0.0000 in
Minimum required penetration: p: 2.140 in
Screw bending yield strength: Fyb = 80,000 psi
Side member: Douglas Fir -Larch (6=0.50)
Main member: Spruce -Pine -Fir (G=0.42)
Side member thickness: t,= 1,000 in
Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F� = 4,650 psi
Main member dowel bearing strength: Fes„ = 3,350 psi
Side member dowel bearing length: i, = 1.000 in
Main member dowel bearing length: 1, - 1.140 in
Mode I, Mode I, Mode II
Mode III, Mode III,
Mode IV
qm = 636.5 lbs/in qs = 884 lbs/in A: 0.0007
A: 0,00096 A: 0,00107
A: 0.0014
P = 725.61 lbs P = 884 lbs B: 1.07
B: 0.57 B: 0.5
B; 0.000
Ka = 2.40G K,, = 2.400 C: -427.67
C: -253.62 C: -267.7
6: -93.6
Z.= 302 lbs Z:= 368 lbs p = 331 lbs
Ms = 46.8 in -lbs Mm= 46.8 in -lbs
Ku = 2.400
P = 297 lbs P = 319 lbs
P = 263 lbs
Min. Design value: Z= 110 lbs Z= 138 lbs
Ko = 2.400 Kb = 2.400
Ka = 2.400
Duration Factor: Cu - 1.6
Z= 124 lbs Z= 133 lbs
Z= 110 lbs
Allowable Design Value (ZCo): Z'= 175 lbs/anchor
Sand members w/ & w/out gap:
a. With threads present in shear plane
Fastener type: 7110 wood screw
(NDS 2012, TR12)
Nominal diameter: D: 0.190 in
Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in
Moment arm: 00000 in
Minimum required penetration: p: 1.140 in
Screw bending yield strength: FYb = 80,000 psi
Side member: Douglas Fir -Larch {G=0.50)
Main member: Steel strap/clip
Side member thickness: t,= 1.000 in
Main member thickness'. tm= 0.048 in
Side member dowel bearing strength: Fu = 4,650 psi
Main member dowel bearing strength: Fes„ - 61,850 psi
Side member dowel bearing length: 1, = 1.000 1n
Main member dowel bearing length: 1„ = 1.140 in
Mode 1,
qm= 11752 lbs/in
P= 13397 lbs
Ka = 2.400
Zm= 5582 lbs
Mode I,
qs = 884 lbs/in
P= 884 ibs
Ko = 2.400
Z,= 368 lbs
Min. Design value: Z= 163 lbs
Mode II
A: 0.0003
B: 1.07
C: -4038.9
P = 2287 lbs
Ko = 2.400
Z= 953 lbs
Duration Factor: Cp = 1.6
Allowable Design Value (ZCo): Z`= 262 lbs/anchor
Mode IIIA,
A: 0.00059
B:
0.57
C:
-3864.9
Ms =
46.8 in -lbs
P =
2126 tbs
Ko =
2.400
Z=
886 lbs
Mode III,
A:
0,00033
B:
0.5
C:
-267.7
MM=
46.8 in -lbs
P =
420 lbs
Ko =
2.400
Z=
175 lbs
Mode IV
A: 0,0006
B: 0.000
C: -93.6
P = 392 lbs
Ko ` 2.400
Z= 163 lbs
Fastener type 1/4" 1TW Topton N.O.A.16-1222 06
Area
(ftz)
Substrate: Hollow block
Minimum embedment:
11AAax.
0. C.
(in)
1.25 in
Edge distance: C00 in
Tabulated shear design value: Z =
202 lbs
2.3
Edge distance: 2.00 in
Tabulated shear design value; Z =
161 lbs
155 2 98
Actual edge distance: 2.50 in
Reduction factor:
0.85
656
Spacing: 4.00 in
Tabulated shear design value: Z =
202 lbs
����i}
R L 0 �fitr
Spacing: 200 in
Tabulated shear design value: Z =
164 lbs
\S
�� • C•�p.tj
Actual spacing: 3.00 in
Reduction factor:
0.91
.� s�` rj G N ,9
•
Allowable benign Value (Zfv,): Z"=
155 lbs/anchor
Minimum anchor capacity=
155 lbs/anchor
vim. *' • (J 5 • �^
Note: Anchors with the feast capacity Is used for calculations
to quaNfy anchors with higher capacity.(L+�
i
�y0 . TAT0 F ((:
i D
Anchor calculations minimum reuired anchors
•
/��•
36.38
Design pressure: 85.0 psf
R�d .'}��a�N,
1'
79.25
A2 A2
Al
1 of 2
Zone
Area
(ftz)
Load
(lbs)
Ind.
(In)
11AAax.
0. C.
(in)
Anchor
Result
Cap. Qty Load
(lbs) (lbs)
Ai
2.3
195
N/A
N/A
155 2 98
OK
A,
7.7
656
6.00
18.00
155 5 131
OK
///ZONAL,
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
L. Roberto Lomas P.F.
1432 Woodford Rd.
LewisOle, NC 27023
434-888-0609
rIIomas Iriomas e.com
Anchor Locations:
-
1 8.1 9
T(P.
6.001YP.
— --,
, 6.00
6.00
13.45
MAX. O.C.
79.25
-- 36.38 -
-
1 8.1 9
T(P.
}—
, 6.00
Manufacturer: Masonite
Report* 514010
Date: 05/01/2017
installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 3116" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,OOOPSI MINIMUM.
D. METAL STRUCTURE: STE=EL 18GA (.048") FY=33KSI1FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
2of2
Luis R. Lomas P -E.
FL No.: 62514
5/2/2017
Florida Building Code Online Page 1 of 3
Business & Professional Regulation
SCIS Home Log In ! User Registration ; Hot Topic Submit Surcharge - Stats & Facts Publications ', Contact Us ecis Site Map Links Search
o
Product Approval
4USER: Pubk User
Product Approval Menu a Product or Application Seareh i ApplicatiQ0 'dist n AppiirAtion Detail
FL # FL21637-R4
Application Type Revision
Code Version 2017
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 MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitli ngerCcbmiwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
v' Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Stan( L Year
AAMA 506 2011
AAMA/WDMA/CSA 101/l.S.2/A440 2008
HAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/14/2019
Date Validated 07/14/2019
Date Pending FBC Approval
Date Approved 07/17/2019
https:Hfloridabuilding.org/pr/pr app_dtl-aspx?param=wGEVXQwtDgs9xV7TjKGeecQb... 10/30/2019
Florida Building Code Online
FL # Model, Number or Name Description
21637.1 1620 SH 48 x 84 insulated Glass
Page 2 of 3
Limits of Use
1620 SH
Certification Agency Certificate
Approved for use in HVHZ: No
Certification Agency Certificate
FL21637 R4 C CAG APC 16015.pdf
Approved for use outside HVHZ: Yes
Approved for use outside HVHZ: Yes
FL21637 R4 C CAC APC 16054.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Quality Assurance Contract Expiration Date
Design Pressure: +45/-45
Other: LC-PG50
10/14/2021
Other. LC-PG50 Fin, LC-PG45 Finless/Flange
FL21637 R4 11 08-02999A2.pdf
Installation Instructions
Verified By: Luis Roberto Lomas 62514
Evaluation Reports
FL21637 R4 1I 08-02998A1.pdf
FL21637 R4 AE 513921A3.pdf
Evaluation Reports
Verified By: Luis Roberto Lomas 62514
FL21637 R4 AE 513862A2.pdf
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R4 AE 513851A1.pdf
Created by Independent Third Party: Yes
21637.2
1620 SH
52 x 75 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R4 C CAC APC 16016.odf
Approved for use outside HVHZ: Yes
FL21637 R4 C CAC APC 16055. dF
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
10/14/2021
Other: LC-PG50
Installation instructions
Verified By: Luis Roberto Lomas 62514
FL21637 R4 11 08-02999A2.pdf
Created by Independent Third Party: Yes
Verified By: Luis Roberto Lomas 62514
Evaluation Reports
Created by Independent Third Party: Yes
FL21637 R4 AE 513921A3.pdf
Evaluation Reports
Created by Independent Third Party: Yes
FL21637 R4 AE 513862A2.pdf
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
21637.3 1620 SH
37 x 72 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R4 C CAC APC 16572.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +50/-67
Installation Instructions
Other: LC-PG50
FL21637 R4 11 08-03042A3.pdf
FL21637 R4 I1 08-03160.odf
Verified By: Luis Roberto Lomas 62514
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
Evaluation Reports
Evaluation Reports
FL21637 R4 AE 513921A3.pdf
FL21637 R4 AE 514079.13df
Created by Independent Third Party: Yes
21637.4
1620 SH
48 x 96 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R4 C CAC .APC 16574.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +35/-45
Installation Instructions
Other; LC-PG35
FL21637 R4 I1 08-03160.odf
FL21637 R4 II 08-()3454.pdf
Verified By: Luis Roberto Lomas 62514
Verified By: Luis R. Lomas, PE PE -62514
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
Evaluation Reports
Evaluation Reports
FL21637 R4 AE 514079.13df
FL21637 R4 AF 514467.Rdf
Created by Independent Third Party: Yes
21637.5 1620 SH Impact
38 x 75 Fin and Finless Frame, Insulated, Laminated Glass.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R4 C CAC APC(18143)1820.05-106-12-R1 1620
SH(051523).odf
Approved for use outside HVHZ: Yes
Impact Resistant, Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-70
05/15/2023
Other: LC-PG50, Missile Level D, Wind Zone 3, glass was
Installation Instructions
bedded in Pecora 896 silicone.
FL21637 R4 II 08-()3454.pdf
Verified By: Luis R. Lomas, PE PE -62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R4 AF 514467.Rdf
Created by Independent Third Party: Yes
21637.6 11620 SH Impact 152 x 75 Insulated Laminated Glass I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: LC-PG50, Missile Level D, Wind Zone 3. Glass
Certification Agency Certificate
FL21637 R4 C CAC APC 16230.pcf
Quality Assurance Contract Expiration Date
12/27/2021
Installation Instructions
FL21637 R4 II 08-03042.pdf
https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb... 10/34/2019
Florida Building Code Online
Page 3 of 3
consisted of 1/8" annealed exterior - spacer - 3/32" Verified By: Luis Roberto Lomas 62514
annealed / 0.090 PVB / 3/32" annealed. Glass was bedded in Created by Independent Third Party: Yes
Pecora 896 silicone. Evaluation Reports
FL21637 R4 AF 513921.Ddf
Created by Independent Third Party: Yes
Back Next
Contact Us r. 2601 Blair. tone Rod Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EcO employer. copyright 2007-2013 State of F onda.:: 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 public. To determine if you are a licensee under Chapter 455, F.S., please
click hem.
Product Approeral Accepts:
M.
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE'VXQwtDgs9xV7TjKGeecQb... 10/30/2019
(Validator l Operations Administrator)
Mt Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA
Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMAIWDMAICSA 10111.S.21A440-08
AAMA 506
LC-PG50-1324x1905 (52x75) -H
COMPANY AND CODE
Missile Level: D
CPD
SERIES MODEL &
MAXIMUM SIZE TESTED
Rating: +501-50, 52x75
NO.
PRODUCT DESCRIPTION
Wind Zone: 3
1620 SH (FIN, FLANGE &
Rating above conforms
FINLESS)
FRAME (mm)
SASH (mm)
MI Windows & Doors, LLC
to the requirements of:
16230
(PVC)(OIX)(OG)
1257x946
1324 x 1905
Code: MTL
ASTM E1886
(INS PVB LAM GL)
(414" x 6'3")
(4'2" x 3'1")
and E1996
(MODIF)(REINF)(TILT)
(ASTM)
This Certification will expire December 27, 2021 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Structural Test & Report By:
Intertek-ATI
Report No: G1518.01-109-47
Date of Report: January 24, 2017 (Revised January 25, 2017)
JGSIJTS
ACP -14 (Rev. 6/16)
Missile Impact Test & Report By:
Intertek-ATI
Report No: G1518.02-10947
Date of Report: January 24, 2017 (Revised January 25, 2017)
Evaluated for Certification: January 26, 2017
4�tt-
A oci +tedLaboratories, Inc.
Authorized for Certification: January 26, 2017
American chitectural Manufacturers Association
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
Rliomas@Irlomaspe. com
Manufacturer: MI Windows and Doors LLC
1900 Lakeside Parkway
Flower Mound, TX 75028
Product Line: Series 1620 SH Impact - 52"x75"
Engineering Evaluation Report
Report No.: 513921
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval documents: drawing numbers 08-03042, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Report No.: G1518.01-109- 47 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AAMAIWDMA/CSA 101/i.S.2/A440-08
Design pressure: ±50.13psf
Water penetration resistance 7.52psf
3. Report No.: 61518.02-109- 47 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AAMA 506-11
ASTM E1886-05 and ASTM E1996-12
ASTM E1886f E1996 Large Missile Impact, Level D, Wind Zone 3
ASTM E1886/ E1996 Cyclic Load Test, ±50.Opsf design pressure
4. Anchor calculations, report number 513921-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure:. ±50.Opsf
• Maximum unit size: 52118" x 75"
• Units must be glazed per ASTM El 300-04109, see installation instructions for glass details.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be Rigid PVC.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-03042.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
1 of 1
01111II////,/
'`�J�CO t(/f�i
*4� 051
i
TA'E� QF ; ,e
ONA1_
t//!rl11111�`
Luis R. Lomas, P.E.
FL No.: 62514
02/02/2017
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