HomeMy WebLinkAboutFlorida Product ApprovalsWHOLE HOUSE ENGINEERING
RECEIb'rD AUG 112017
Whole House Engineering, LLC
4451 St. Lucie Blvd.
Fort Pierce, FL 34946
(772) 409-1010 office
(772) 409-1015 fax
Florida Product Approvals
Project Name
1200 Model
LYI1i)LL IiCR!SE EZG3N1.£:RL\G
✓❑ APPROVED ❑ REJECTED
❑ REVISE ❑ NOT REVIEWED
By atombo DATE 7/17/2017
SUBMITTAL# SPEC
This review is only for general conformance of the project and general
compliance. Corrections or comments made on these drawings during this
review do not relieve Contractor/Subcontractor from compliance with the
requirements of the plans and specifications. Contractor is responsible for all
dimensions and fabrication to be confirmed and correlated at the job site
Project: 1200 Model
Customer Name: Habitat for Humanity
Site Name: 7508 Coquina Ave.
Site Address: 7508 Coquina Ave, ,
Fort Pierce, FL 349���
Table of Contents
Item Page
Therma-Tru Smooth Star Door............................................................................................................................. 1
CustomWindow System SGD8920...................................................................................................................... 2
CustomWindow System SH-8100.......................................................................................................................
DAB824-811 Garage Door................................................................................................................................... 4
OwensCorning Duration Shingles....................................................................................................................... 12
R W RV Building Consultants, Inc.
B Consulting and Engineering Services for the Building industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659,9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Therma Tru Corporation
3'0" x WV'
Exterior
Swinging
Exterior Door
118 Industrial Drive
"Smooth Star"
Doors
Assemblies
Edgerton, ON 43517
Fiberglass Single Door
Phone 419.298.1740
Inswing l Outswin "Impact",
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru
Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do 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.
Limitations.
1.. This product has been evaluated and. is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering. This product meets missile level "'D" and excludes Wind Zone 4 as defined in ASTM E1996 and
Section 1609.1.2.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-5891.2 require further engineering analysis by a licensed engineer or
registered architect.
" 6. See drawing FL-5891.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No,
ETC 01-741-10700.0
CTLA 98OW
2. Drawing No.
No. FL-5891.2
3. Calculations
Anchoring
Test Standard
TAS 202-94
SSTD 12 99
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared.by
RW Building Consultants, Inc. (CA #9813)
4. Qualitv.Assurance
Certificate of Participation issued by NationalAccreditation and
Management Institute, certifying that Therma Tru Corporation is
manufacturing products within a quality assurance program that complies
with ISONEC 17020 and Guide 53.
Sheet 1 of 1
Testing Laboratory Slgned by
ETC Laboratories Wendell W. Haney, P.E.
Certified Testing Laboratories Ramesh Patel, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed. by
����rltan�$trcP Lyndon F. Schmidt, P.E.
S.
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rv`Lyndon F. Schmidt, P.E.
FL PE No. 43409
1/29/2015
E,gg X17
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URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 252G
February 26, 2015
Product Description: Series 8920 Sliding Glass Door, LM Impact, 4'x8' nominal max. panel
Manufacturer: Custom Window Systems, Inc. 1900 SW 446' Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the Florida Building Code including the High Velocity Hurricane Zone. The
product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-252G, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3429-1 and -lA, and NCTL-210-3888-1, -lA, -2, and -2A, from
National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.
Ferrara, P.E., with testing performed: TAS 201/202/203 1994, AAMA/WDMA/CSA
101/I.S.2/A440-2005/2008, and ASTM E 1886/1996 2002/2006
4) Supplemental Calculations to support CWS-252G, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-252G.
Limitations of Use: This product:
• May be used in up to 49 1/8" x 93 3/16" panel sizes (96" max. door height), with glass
type and max. glass daylight sizes as shown in CWS-252G
• Achieves design pressures of +/-67.5 psf with sill riser 1698
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• For up to 96" door heights with 4' nominal panel widths, requires Dupont SentryGlas
(formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02. For
up to 80" door heights with 3' nominal panel widths, requires Dupont Butacite PVB
Interlayer per Miami -Dade N.O.A. #13-0129.27.
• Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 12-1017.02
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
No 9582,0 i
2/26/2015
s F99 q py.
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Lucas A. TurNP
qCero
�.�yv STATE OF +p�4U
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er, P.E.
FL PE #58201
r�
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. 429779
Evaluation Report 812B
April 18, 2015
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size,
+/-70 PSF, no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5"h
Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-81213, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3815-IA, -2, and -2A, by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203-
94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-81213, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered
required above 30 ft in HVHZ) — Air— 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27'
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`h Ed. (2014) Florida Building Code for use in this
product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
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FL PE PP
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3of17COP111"
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
DAB Door Company, Inc.
12195 NW 98' Avenue
Hialeah Gardens, FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Master Model 8241811 Steel Sectional Garage Door up to 9'4" Wide w/
Window Lite Option (DP +50.0, -60.0 PSF)
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5,
dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 15-0317.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 16-0330.02
Expiration Dat ust 21
p ,
f1z�G Approval J{ue 3, h01 LP y
Page 4 of 17
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.04"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering
& Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medina, P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and
sealed by Hector M. Medina, P.E.
5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, P.E.
Od�i��241�
Carlos M. Utrera, P.R.
Product Control Examiner
NOA No. 16-0330.02
Expiration Date: August 9, 2021
Approval Date: June 23, 2016
E-1
Page 5 of 17
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 14-0814.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128.04"
2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan
PoIycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA # 05-0228. 02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed
and sealed by I. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 5" edition (2014) FBC and of no financial interest
issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad hmad, P.E.
Carlos M. Utrern, P.E.
Product Control Examiner
NOA No. 16-0330.02
Expiration Date: August 9, 2021
Approval F Jun 23--016 n
t
Page 6 of
DOOR HEIGKrj
CONSISTS Of
6'-6'
2 SECTIONS 18-
2 SECTIONS 21'
W-9'
1 SEC.ON 19"
3 SECTIONS 21'
7'
T-3'
4 SECTIONS 21'
-
5 SECTONS Is'
7
T-9"
4 SECTIONS 1W
1 SECTION 21"
6'
3 SECTIONS 18'
2 SECTIONS 21'
W3'
2 SECTIONS 18"
3 SECTIONS 21'
V-6'
1 SECTION le
4 SECTIONS 21'
8'-9'---
5 SECTIONS 21"
-
9'
a SECTIONS TV
-
W:Iq
5 SECTIONS 18'
1 SFCnON 21'
9'-6'
4 SECTIONS 15'
2 SECTIONS 21'
9'-9'
3 SECTIONS is'
3 SECTIONS 21'
To'
2 SECTIONS 18"
4 SECTIONS 21'
10'-3'
1 SECTION 18
5 SECTIONS 21'
lo'-e'
6 SECTIONS 21'
-
10'-9'
a SECTIONS 13"
1 SECTION 21"
11'
5 SECTIONS le'
2 SECTIONS 21'
11'-3'
4 SECTIONS 18'
3 SECTIONS 21'
11'SECTIONS
15"
4 SECTIONS 21"
2 SECTIONS 18'
5 SECTIONS 21'
1Y
1 SECTIONS 18"
6 SECTIONS 21-
12-3'
17 SEIMCNS 21-
-
12'-6'
6 SECIICNS TO-
2 SECTIONS 21N
12'-9'
IS SECTIONS 18'
3 sWnDNS 21'
13'
14 SECTIONS is'
4 SECTIDNS 21'
13'-3'
.3 SECTIONS 18"
S SECTIONS 21'
13'-6'
2 SECTIONS 11'
6 SECTIONS 21'
13'-9' 1 SECTION 78-
7 SECTIONS 21-
14' 8 SECTIONS 21"
-
Ie-3" 6 SECTIONS TV
3 SECTIONS 21"
14'-V 5 SECTIONS IS'
4 SECTIONS 21-
14'-9' 4 SECTIONS 18'
5 SECTIONS 21"
15'
!3 SECTIONS 18"
6 SECTIONS 21'
15'-3'
2 SECTIONS 18'
7 SECTIONS 21"
15-:!.
1 SECTION 18'
8 SECTIONS 21-
15-9-
19 SECTIONS 21-
-
16'
16 SECTIONS 18'
4 SECTIONS 21"
7-1/2" X 3" X .071' GALV. STEEL
END ROLLER HINGE
W/ (6) #14 X 5/8' SMS /p
WITHOUT DELRON SLEEVE (STC.)
WITH DELRON SLEEVE (OPTIONAL)
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LOCK - -
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\� SPRING LOADED SLIDE BOLT (BOTH SIDES)TENW FASED / (4) #14 X 1/2" S.M.S.
-- 5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING GARAGE` DOORS
6"X3"X 0.1"
STEEL PLATE
WITH (2) #14 X 5/8" SMS
CENTER STILE
BRACKET / BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
TOP FIXTURE 5-1/2' X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-1B MS W/ NUT
`FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
(6) #14 X 3/4" SELF DRIVING SCREWS TO BE INSTALLED AT
CENTER SOLE
CENTER STILE-1/
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MAX. DOOR WIDTH
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9-4
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
7-7/8' X 3-1 / 8' X .010'
STEEL PLATE
WITH (4) #14 X 3/4" SD.;
#14 X 3/4" SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8" SMS
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
I�LOCK BAR GUIDES
INSTALLED ON END STILE
WITN (4) J14 X 5/8" SMS
8T X .5W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK (OPTIONAL)
LOCK BAR LOCKING SHOWN
ALTERNATE TO SPRING LOADED SURE BOLT
LOCKS SHOWN ABOVE
STILE
GENERAL NOTES
L. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REOUIROADM OF THE 2014 (STH EDITION) FLORIDA BUILDING CODE INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT" PART OF THIS APPROVAL
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
DOOR TESTED TIT ACCORDANCE WITH THE REOUIREMENTS OF FLORDA
BUILDING CODE, TAS-202. TAS-201 k TAS-203 FOR HVHZ AND
ASTM E1896-OS/AMU E1996-09.
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NOA-No. 16-0330.02
Expiration 08/09/2021
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Mi2m]-Dhdf Product Control0592
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01-09
FOR CONNECTION OF WOOD BUCK /
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE
0.55 S.G. ` EDG GIST'
1 1 1/2° MIN.
1.9' X 2.19' X 3.3' X .102'
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
24 GA. STEEL PANEL -I
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(FULLY THREADED) POSITIONED AT EYE LEVEL
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M
OPTIONAL STOP MOULDING
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A)
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2' MN. EMBED INTO CONCRETE
.
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1-7/8' MIN. EDGE DISTANCE
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B) 3/8' DL_ HL - Sf FFVF BY 'Han'
Z V
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6 PER HINGE END STILE. CONNECT 6 PANELS VETH
1/2° X 1-3/4' X FORMED STEEL FLAPS AND 3/16' ALUM RIVE75
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4' M;N. EDGE DISTANCE INTO FILLED BLOCK
O Z U
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1-7/8' X 2-5/8' X .045' STEEL
STILE. GLUED AND RIVETED
EDGECONCRETE fc = 3000 PSI MIN.
0-90 GROUT FILLED BLOCK fm 2000 PSI MIN.
N
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1
TO PANEL W/ (4) 3/18' RIVETS
DISTANCE I
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�CENTER
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I I I
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/ 7/16' PUSHNUT
INSTALLED ON ROLLER SHAFT
STEEL TRACK
14 GA. X 2-1/8' X 1' (STANDARD)
12 GA. X 3-5/16' X 1-1/2' (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/e' TRUSS 140.
SLOTTED M.S. & LOCK NUT
7-1/2' X .071' OALV. STEEL)
CENTER HNGE
SECTION 8-
INTERIOR SIDE
7-1/2- X 3' X .071 J
END ROLLER HINGE
1.82' DMA X .50' STEEL ROLLERS
1.82' DIA. X 50' NYLON ROLLERS (OPTI
2.75' DIA. X .50' STEEL ROLLERS (OPT1
2.75' DIA. X .50' NYLON ROLLERS (OPT]
wrN 6'
ANCHOR TYPE A OR B
(1) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
SS BOLT & NUT
PRODUCT RENEWED
as wmPlying -- the Florida
Building Code
NOA-No. 16-0330.02
EuplMu7 qe�e 00/09/2021
By .1LL
Mlaml-0"aIn Pmduct Control
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SECTION A -A
RIVETS '
2-3/4" X 5-1/2' X 3' X .104'
GAI.Y. STEEL
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) 111 14 X 5/8' S.M.S.
.090 THY GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO RRACKEf
. W/ 5116-18 X 3/4" HEX HEAD
M. 51;RM 11 NUTS,
TO
P BRACKET
(STANDARD)
TOP BRACKET
5/16° X 1-5/8' LAC SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY)
3 PER BRACKET
X 4-1/4' X 13 GA. STEEL PIATFS
WELCED TO 1-1/2- X 1-1/2' X 14 GA. ANG'•E
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" % .059' FORMED STER.
Y X 5-1/2' % .104"
GLUED TO PANEL AI1D FASTENTD TO
GAILY. STEEL
VERTICAL STILES WITH FASTENED W/ ((4) % 14 % 5/8" S.MS.
(2) 3/10' POP RIVETS
40P ROLLER 1PJ`LKET FOR
LOW IIEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4' X .as9' FORMED STEEL
0LUE0 TO PANEL AND FASTENED TO
VERTICAL STLES WITH
(2) 3/16" POP RVETS
-5/16" MEETING RIB
1.82" OW. X .50" ROLLERS
�W/ .44 DLA. X 4-1/4' STEM
OPTIONAL INSULATIONS:
'DYPLAST
BY PRODUCTS LLC'
FPS-EXPANOEO POLYSTYRENE
OENSTTY = 1.05 PCF
N.OA #11-0926.07
OR
ISO-25 POLY-ISOC1'ANURATE
DENSITY m 2.0 PCF
—N.OA Ij11-0926.05
OR
BY 'CE IO9 NORTH AMERICA'
OENSfTY .03 PCF
N.OA #15-1203.04
OR
'Mc I FOAM I '
8Y
DENSITY = 0.92 PCF
N.OA #14-0311.05
,114 GA GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) 914 X 5/8' SMS
MIN. -024' ROLL FORMED STEEL PANEL
ORAWING QUALITY C-40
MIN. YIELD STRENGTH - 34 KS1
— WITH PH'AK MER AND BED -ON
PO:YSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALY. STEEL
BOTTOM W/ (4) #14CXE5/Bl' SMSFASTENED
DM SEAL OPTIONS
SHEET 4
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56"
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56"
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78-1/4"
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67'
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FOR DOORS MORE THAN 8 FT. HIGH. USE ADOTTIONA_ TRACK BRACKETS AT 10' O.C.
1-9' X2.19'X 3.3"X.090"
STEEL TRACK BRACKETS
2-3/16- HIGH
CONNECTED TO TRACK WITH
kl) i/4- BOLTS & NUTS.
VERTICAL LIFT HIGHLI STANDARD LIFT• LOW HEADROOM
DOUBLE TRACK
AVAMBLE TRACK OPTIONS
PRODUCT RENEWED sF'
as Qom %,I7 with the Florida
Budding Code
NOA-No. 16-0330.02
3
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WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
TH= INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY EE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
5/16- X 1-5/8-
LAG SCREWS
AT 12' D.C. /
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TRFATFJ) 2X5 SIP WOOD JAMBS WHICH SHALL BE ANCHORED TO
"
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WTH
1
TO' ULTRACON BY =1C0' WITH SPACING OF
O.C. INTO CROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED
15. O.C. INTO 3000 PSI CONCRETE• WrH 1-3/4, MIN. EMBED
2-1/2' MIN. EDGE DISTANCE
I 1-1/2'
1/4' TAPPER BY 'POW'ERS' W-TH SPACING OF
14' OC. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED
Is" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
1/1 X 2-1
1
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3' MIN. EDGE DISTANCE
FILLET
FI
3/B' CONFLEX BY 'ELCO- OR
OR
AT 12' O.C. I
3/8" LDT BY 'ITW WITH OF
24' D.C. IN70 3D00 PSI CONCRETE WITH 2-1/2- MIN. EMBED
2 MIN. EDGE DISTANCE CONTINUOUS
ANM F_ TRACK
3/8' HLC SLEEVE BY 'NILTI' WITH SPACING OF 70
W000 BUCK
8" O.G. INTO GROUT FILLED BLOCK WALL, WITH i-1/4' MIN. EMBED, 4' MIN. EDGE DLST.
18' C.C.INTO =0 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
2-1/2- MIN. EDGE DISTANCE
PREPARAMON OF BY BY�ERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEOLACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER :AMB - (9.33' X 50 PSF)/2 = 233.3 Lbs par Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33 X 60 PSF)/2 = 279.9 Lbs per FL
STEEL STRUCTURE EY OTHERS
MUST SUPFORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" CIA. BOLTS
WITH WASHER do NUT
AT 12" O.C. I=.
ANCHOR SPACING
ANCHORS
I STRUCTURE
I EMBED
SPACING
EDGE DIST.
3 8 HLC SLEEVE BY ,IU'
CONC.
1-1 4"=8-2-1
3 8" HLC SLEEVE 13Y :41LTI'
BOCK
1-1 4"1.
3 8- DYNASOLT BY 'ITW
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1-1 2"
3 B" DYNAEOLT BY 'ITW'
FILLED BLOCK
1-1 23
8 POWER -BOLT BY 'POl9ER5
CONC.
2-3
d SLEEVE -ALL BY MPSONS
CON'C.
1-1 2
CONCRETE f c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm - 2C00 FSI MIN.
1-1//C X 2-1/2' X to GA
1-1/2" CONL: STEEL ANGLE 1-1/2'
12 GA. GALV. STEEL
Mi BRACKETS f3" LONG 2AY S X 1' % 14 GA
AT 12" O.C. IN DOOR OPNG. GA_ .STEEL TRACK
AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
CONNECTED TO cc MT. ANGLE SLOTTED 1MS. & LOCK TN H0.
W/ (3) SPOT WELDS AT EACH SIDE
RFVFRSFTRA TRACK GQY.:INU.C.US_ANGLE_IEAGK
TO Sg[L 70 CONGRETF ANn FI Fp B O x
ALTERNATE TRACK INSTALLATION
PRODUCT RENEWED
as complying the Florida
Building Code
.CI 115-0330.02
Expiration te0810912021
By
MI—F- Product Control
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110' DIA. WASHER
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1I0 1-3/8- FROM ENDS
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175 X .062 DEEP
GROCVE
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gY 'SABIC INNOVATIVE PLASTICS'
NCA #15-0915.08
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$6 X 3/4' sus
1-3/8' FROM ENDS
10 6-1/2" O.C. MAX
�#8 X-3/4' SMS
® 3/8' FROM ENDS
\ AND 7' O.C. MAX.
`7/16' DIA WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
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MAX.
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AND 4-1/2. O.C. MAXI GROOVE
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PRODUCT RENEWED
as complying with the Florida
----- - Building Code
-- - NOA-No. 1"330.02
DOOR PANEL j EXTERIOR Expiration D 0010912021.
24 GA (.024) STEEL MIN. 15/16�-MIN. O.L On. BY
GLAZING BITE mlam Product Control
WINDOW WIDTH
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sheet 17
MMAW MIAMI-DADE COUNTY
E PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/economv
Owens Corning Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43659
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Duration®, Duration® Premium, TruDefinition® Duration®, and TruDefinition® Duration®
Designer Colors Collection
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 12-0309.01 and consists of pages 1 through 6.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 16-0425. l
Expira tR]a e• '7 19�2'1�App o e: Y`2 h
Page 1 of
Page 12 of 17
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub -Category:
Asphalt Shingles
Materials:
Laminate
' Deck Type:
Wood
SCOPE
This approves a roofing system using Owens Corning Duration® and Duration® Premium asphalt shingles
manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Specifications Product Description
Duration® 13 `/4" x 39 3/s"
Manufacturing Locations #1, 2
Duration® Premium; 13 ``/4" x 39 3/8"
TruDefinition® Duration®;
TruDefinition® Duration®
Designer Colors Collection
Manufacturing Location #1, 2, 3, 4
Duration® 13 `/4" x 39 3/8"
Manufacturing Location #1, 2, 3
Duration® Premium; 13 `/4" x 39 3/8"
TruDefinition® Duration®;
TruDefinition® Duration®
Designer Colors Collection
Manufacturing Location #1, 2, 3, 4
MANUFACTURING LOCATION
1. Jacksonville, FL
2. Memphis, TN
3. Savannah, GA
4. Irving, TX
TAS 110 A heavy weight, fiberglass reinforced
four tab asphalt shingle with
continuous bead of sealant.
TAS 110 A heavy weight, fiberglass reinforced
four tab asphalt shingle with large nail
area with continuous bead of sealant.
TAS 110 A heavy weight, fiberglass reinforced
four tab asphalt shingle with dashed
bead of sealant.
TAS 110 A heavy weight, fiberglass reinforced
four tab asphalt shingle with dashed
bead of sealant.
NOA No.: 16-0425.01
MMMIOADE COUNTY Expiration Date: 07/19/21
�Fnayxfyn� Approval Date: 07/21/16
Page 2 of 6
Page 13 of 17
EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Report
Date
PRI Asphalt Technologies, Inc.
OCF-157-02-01
TAS 100
10/26/10
OCF-102-02-01
TAS 100
11/12/07
OCF-156-02-01
TAS 100
10/26/10
OCF-163-02-01
TAS 100
12/10/10
OCF-164-02-01
TAS 100
12/10/10
OCF-098-02-01
TAS 100
02/22/07
OCF-099-02-01
TAS 100
02/26/07
OCF-102-02-01
TAS 100
11/12/07
OCF-172-02-01
TAS 100
05/26/11
OCF-179-02-01
TAS 100
02/02/12
Underwriters Laboratories, Inc.
07CA39536
TAS 107
11/11/07
03NK04954
TAS 107
03/28/03
03NK04954
TAS 107
03/11/03
IONK13947
TAS 107
11/12/10
11CA15662
TAS 107
05/27/11
11NB21712
TAS 107
02/18/12
07CA02026
ASTM D 3462
01/26/07
12CA12180
ASTM D 3462
03/01/12
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail 'A', attached.
5. Nailing shall be in compliance with Detail 'B', attached.
LABELING
1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County
Product Control Approved".
NOA No.: 16-0425.01
Pjira ' n Date: 07/19/21
p al 07%�1/16
P' e31of6
Page 14 0 1
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
DETAIL A
FIRST 1
QMLAMMI-D�ADE COUNTY
..
NOA No.: 16-0425.01
Expiration Date: 07/19/21
Approval Date: 07/21/16
Page 4 of 6
Page 15 of 17
DETAIL B
DURATION & TRUDEFINITION® DURATION®
(SEALANT MAY BE CONTINUOUS OR DASHED. NOT SHOWN IN THE DETAIL DRAWINGS)
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NOA No.: 16-0425.01
Expiration Date: 07/19/21
Approoa � a 0 07
f21/T6
tNiggW06"`7
a7 MUM , 4,
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MAXIMUM SLOPE 21:12
SLOPE GREATER THAN 21:12
END OF THIS ACCEPTANCE
NOA No.: 16-0425.01
Expiration Date: 07/19/21
Approval Date: 07/21/16
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