HomeMy WebLinkAboutNOASCANNED
By
Sthtrip rni` bl
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CertainTeed Corporation
IS Moores Road
Malvern, PA 19355
EIVE
APR 0 6 20i8
Permitting
MiAMI-DA.DE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Strcet, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.IniamidadC.eov/economy
SCOPE:
This NOA is being issued under the applicable rules and regula lions 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. i
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: CertainTeed Modified Bitumen Roofing Systems over Wood Decks.
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 revises NOA #14-0224.03 and consists of pages 1 through 42.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0529.02
Expiration Date: 06/1.9/18
Approval Date: 09/24/15
Page I of 42
ROOFING SYSTEM APPROVAL
Cateeoiy:
Roofing
Sub-Cateeory:
Modified Bitumen
Material:
APP/SBS
Deck Tyne:
Wood
Maximum Design Pressure:
-127.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR'LABELED BY APPLICANT:
TABLE 1
--_�
i Test Product
Product
Dimensions
Specification Description
C'
All Weather/Empire Base
39 3/8" x 65' 10";
ASTM D 4601, Type Asphalt coated, fiberglass reinforced
Sheet ��
Roll weight: 70 lbs.
II base sheet.
-`—
(2 squares)
UL Type G2
Flexiglas Base Sheet
39 3/8" x 98'9"; Roll
ASTM D 4601, Type Modified Bitumen coated fiberglass
weight: 90 lbs.
11 base sheet.
(3 squares)
UL Type G2
Flintlastic Base 20
39 3/8" x 49' 6'; Roll
ASTM D 6163, Modified Bitumen coated fiberglass
weight: 90 lbs.
Grade S, Type I base sheet.
(1.5 squares)
Flintglas Ply Sheet Type IV 39 3/8" x 164'7"; Roll ASTM D 2178, Type Fiberglass, asphalt impregnated ply sheet.
weight: 38 lbs.
IV
(5 squares)
UL Type G 1
Flintglas Premium Ply Sheet
39 3/8" x 164'7"; Roll
ASTM D 2178, Type
Fiberglass, asphalt impregnated ply
Type VI
weight: 40 lbs.
VI
sheet.
(5 squares)
UL Type G 1
Flintlastic STA
39 3/8" x 32' 10'; Roll
ASTM D 6222,
Smooth surfaced APP Modified
weight: 87 lbs.
Grade S, Type I
Bitumen membrane with non -woven
-
(1 square)
polyester mat reinforcement for torch
application.
Flintlastic GTA
39 3/8" x 32' 10"; Roll
ASTM D 6222,
Granule surfaced APP Modified
weight: 105 lbs.
Grade G, Type 1
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for torch
application.
Flintlastic GTA-FR
39 3/8" x 32' 10"; Roll
ASTM D 6222,
Granule surfaced APP Modified
weight: 105 lbs.
Grade G, Type 1
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for torch
application.
Flintlastic GMS
39 3/8" x 32' 10"; Roll
ASTM D 6164,
Granule surfaced SBS Modified
weight: 94 lbs.
Grade G, Type I
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for mop
application.
NOA No.: 14-0529.02
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 2 of 42
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED
BY APPLICANT:
TABLE
i Test
Product
Product
Dimensions
Specification
Description
Flintlastic Premium GMS
39 s/8" x 32' 10"; Roll
ASTM D 6164,
Granule surfaced SBS Modified
weight: 101 lbs.
Grade G, Type 11
Bitumen membrane with non -woven
(1 square)
I
polyester mat reinforcement for mop
application.
Flintlastic FR-P
391/8" x 32' 10"; Roll
ASTM D 6164,
Fire resistant, granule surfaced SBS
weight: 101 lbs.
Grade G, Type I
Modified Bitumen Membrane with
(1 square)
non -woven polyester mat
reinforcement for mop application.
Flintlastic Premium FR-P
39 3/8" x 32' 10"; Roll
ASTM D 6164,
Fire resistant, granule surfaced SBS
weight: 101 lbs.
Grade G, Type II
Modified Bitumen Membrane with
(1 square)
non -woven polyester mat
reinforcement for mop application.
Flintlastic FR Dual Cap
39 3/8" x 32' 10"; Roll
ASTM D 6162,
Granule surfaced SBS modified
weight: 103 lbs.
Grade G, Type I
bitumen membrane with a nonwoven
(1 square)
polyester/fiberglass composite mat
reinforcement for use in cold or mop
applications.
Flintlastic FR Cap 30
39 3/8" x 32' 10"; Roll
ASTM D 6163,
Fire resistant, granule surfaced SBS
weight: 86 lbs.
Grade G, Type I
Modified Bitumen membrane with
(1 square)
fiberglass mat reinforcement for mop
applications.
Flintlastic FR Cap 30 T
39-3/8" x 32' 10"; Roll
ASTM D 6163,
Granule surfaced SBS Modified
weight: 100 lbs.
Grade G, Type I
Bitumen membrane with fiberglass
(I square)
mat reinforcement for torch
application.
Flintlastic Base 20 T
39-3/8" x 33'; Roll
ASTM D 6163,
Modified Bitumen, coated fiberglass
Weight: 81 lbs.
Grade S, Type I
base sheet for torch application.
(1 square)
Flintlastic FR Cap 30 CoolStar
39 3/8" x 32' 10"; Roll
ASTM D 6163,
Fire resistant, granule surfaced SBS
weight: 88 lbs.
Grade G, Type I
Modified Bitumen membrane with
(1 square)
fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
Flintlastic FR Cap 30 T
39 3/8" x 32' 10"; Roll
ASTM D 6163,
Fire resistant, granule surfaced SBS
CoolStar
weight: 102 lbs.
Grade G, Type i
Modified Bitumen membrane with
(1 square)
fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
NOA No.: 14-0529.02
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 3 of 42
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Flintlastic GTA CoolStar 39 3/8" x 32' 10"; Roll ASTiM D 6222, Granule surfaced APP Modified
weight: 106 lbs. Grade G, Type I Bitumen membrane with non -woven
(1 square) polyester mat reinforcement for torch
application. Covered with reflective
CoolStar Coating.
Flintlastic GTA-FR CoolStar
39 3/8" x 32' 10"; Roll
ASTM D 6222,
Granule surfaced APP Modified
weight: 106 lbs.
Grade G, Type I
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for torch
application. Covered with reflective
CoolStar Coating.
Flintlastic GMS CoolStar
39 3/8" x 32' 10"; Roll
ASTM D 6164,
Granule surfaced SBS Modified
weight: 97 lbs.
Grade G, Type I
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for mop
application. Covered with reflective
CoolStar Coating.
Flintlastic Premium GMS
39 3/8" x 32' 10"; Roll
ASTM D 6164,
Granule surfaced SBS Modified
CoolStar
weight: 103 lbs.
Grade G, Type II
Bitumen membrane with non -woven
(I square)
polyester mat reinforcement for mop
application. Covered with reflective
CoolStar Coating.
Flintlastic FR-P CoolStar
39 3/8" x 32' 10"; Roll
ASTM D 6164,
Fire resistant, granule surfaced SBS
weight: 103 lbs.
Grade G, Type I
Modified Bitumen Membrane with
(1 square)
non -woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating.
Flintlastic Premium FR-P
39 3/8" x 32' 10"; Roll
ASTM D 6164,
Fire resistant, granule surfaced SBS
CoolStar
weight: 103 lbs.
Grade G, Type 11
Modified Bitumen Membrane with
(1 square)
non -woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating.
Flintlastic Ultra Poly SMS
39 3/8" x 32' 10"; Roll
ASTM D 6164,
Smooth surfaced SBS Modified
Base Sheet
weight: 90 lbs. (1
Grade S, Type I
Bitumen Membrane with non -woven
squares)
polyester mat reinforcement for mop
applications.
Glasbase Base Sheet
36" x 98' 9"; Roll
ASTM D 4601, Type Asphalt coated, fiberglass base sheet.
weight: 75 lbs.
11,
(3 squares)
UL Type G2
NOA No.: 14-0529.02
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 4 of 42
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE I
Product Dimensions
Flintlastic Poly SMS Base 39 3/s" x 64' 3"; Roll
Sheet weight: 90 lbs.
(2 squares)
Yosemite Venting Base Sheet 39 3/8" x 32' ] 0'; Roll
weight: 85 lbs.
(I square)
Flintlastic APP Base T 39 3/8" x 65' 4"; Roll
weight: 100 lbs.
(2 squares)
Flintlastic Ultra Glass SA 39 3/8" x 33' 1 1 "; Roll
weight: 73 lbs.
(1 square)
Black DiamondTm Base Sheet 36" x 687'; Roll
weight: 78 lbs.
(2 squares)
APPROVED INSULATIONS:
Product Name
FlintBoard ISO
FlintBoardN ISO
ACFoam -II
High Density Wood Fiberboard
Perlite Insulation
DensDeck, DensDeck Prime
H-Shield
ENRGY 3
ENRGY 3 25 PSI
Multi -Max FA-3
SECUROCK Gypsum -Fiber Roof Board
'Test
Product
Specification
Description
ASTM D 4601,
Modified Bitumen coated polyester
Grade S, Type 11
base sheet.
UL Type G2
ASTM D 3909
Mineral Surfaced fiberglass reinforced
ASTM D 4897, Type buffer sheet.
II
UL Type G3
ASTM D 6509
Modified Bitumen coated fiberglass
ASTM D 1970
ASTM D 1970
TABLE 2
Product DescAption
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Wood fiber insulation board
Pe►•lite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
homogenous fiber reinforced
base sheet.
Self -adhering, fiberglass reinforced,
SBS modified bitumen base/ply sheet.
Self -adhering fiberglass reinforced
modified bitumen base sheet
Manufacturer
(With Current NOA)
CertainTeed Corporation
CertainTeed Corp.
Atlas Roofing Corp.
Generic
Generic
Georgia Pacific Gypsum LLC
Hunter Panels LLC
Johns Manville Corp.
Johns Manville Corp.
RMax Operating, LLC
USG Corp.
NOA No.: 14-0529.02
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 5 of 42
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Number
Name
Description
Dimensions
I .
Trufast # 12 DP Fastener
Insulation fastener for wood
various
and steel decks
2.
Trufast 3" Metal
Galvalume steel plate
3" round
Insulation Plate
3.
FlintFast #12
Coated, carbon steel screw
various
4.
FlintFast 3" Insulation
Galvalume AZ50 steel !plate
3" round
Plate
5.
FlintFast #14
Insulation fastener for wood
various
and steel decks
6.
Simplex MAXX Cap
Polymer fastner
1" long
7.
OMG 912 Standard
Insulation fastener for wood
various
Roofgrip
and steel.
8.
OMG 3" Galvanized Steel
Galvalume stress plate
3" round
Plates
9.
Trufast #14 HD Fastener
Insulation fastener for wood
various
and steel decks
10.
OMG Heavy Duty
Insulation and membrane
Various
fastener
11.
OMG 3 in. Round Metal
Galvalume AZ50 steel plate
3" round
Plates
12.
AccutTrac Hextra
Carbon steel fastener
Various
13.
AccuTrac Plates
Galvalume stress plate.
3" square
14.
AccuTrac Flat Bottom
A2-SS aluminized steel plate
3" square
Plates
Manufacturer
(With Current NOA)
Altenloh, Brinch & Co. U.S.,
Inc.
Altenloh, Brinch & Co. U.S.,
Inc.
CertainTeed Corp.
CertainTeed Corp.
CertainTeed Corp.
Simplex Nails, Inc.
OMG, Inc.
OMG, Inc.
Altenloh, Brinch & Co. U.S.,
Inc.
OMG, Inc.
OMG, Inc.
OMG, Inc.
OMG, Inc.
OMG, Inc.
NOA No.: 14-0529.02
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 6 of 42
1
APPROVED SURFACING/COATING OPTIONS:
TASLE4
Chosen components must be applied according to manufacturer's application instructions. Any coating, listed
below, used as a surfacing, must be listed within
a current NOA.
System Number Manufacturer
Application
I . Generic
Gravel appliediat 400 Ibs/sq., adhered with flood coat of asphalt at
60 lbs/sq.
2. Generic
Slag applied at 300 Ibs/sq., adhered with flood coat of asphalt at 60
Ibs/sq.
3. Karnak Corp.
Karnak (#97 AF) Fibrated Aluminum Roof Coating applied at an
application rate of 1.5 gal/sq.
4. CertainTeed Corp.
F1intCoat A-150 applied at an application rate of 1.5 gal/sq.
5. Gardner Asphalt Corp.
APOC #212 Fibered Aluminum Roof Coating applied at an
application rate of 1.5 gal/sq.
1
6. Gardner Asphalt Corp.
APOC #400 Sunbrite applied at an application rate of 3 gal./sq.
NOA No.: 14-0529.02
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 7 of 42
EVIDENCE SUBMITTED:
Test AeencY/Identifler Name Re ort Date
Factory Mutual Research Corp.
FM 4470
3Y8A1.AM
03/23/96
FM 4470
OD3A3.AM
04/04/97
FM 4470
2DOAO.AM
12/23/98
FM 4470
1D7A4.AM
1 1/09/98
FM 4470
3039046
06/15/10
FM 4470
3048520
09/19/13
Underwriters Laboratories, Inc.
UL 790
R11656
01/11/13
United States Testing Company
ASTM D 5147
97457-4
06/03/88
ASTM D 5147
97-457-2R
12/02/87
Momentum Technologies, Inc.
ASTM D 4601 '
AX31 G8D
09/05/08
ASTM D61641
AX31 G8F
06/05/09
ASTM D6222;
AX31 G8G
06/05/09
ASTM D 3909/ D 4897
AX31G8C
09/05/08
TrinityjERD
TAS 114(J)
3504.06.01-1
06/05/01
TAS 114(J)
3507.08.99-1
04/18/01
TAS 1 l7 (B),
3503.10.06
10/10/06
TAS 117 (B)'
06490.04.07-R 1
06/27/07
TAS 114 (H)
Letter
04/05/06
TAS 114
3533.01.06
01/06/06
TAS 114
3521.07.04
07/29/04
TAS 117 (B)/ ASTM D 6862
C8500SC.] 1.07
1 1/30/07
TAS 114
C8370.08.08
08/19/08
ASTM Physical Properties
C10080.09.08-R4
03/25/10
ASTM D6164/D4798
C31410.01.11-2
01/10/11
ASTM D4601
C40050.09.12-1
09/28/12
ASTM D1970
C40050.09.12-2
09/28/12
ASTM D5147/D4798
C31410.10.10-R 1
l 1 /01 / 12
ASTM D5147/D4798
C31410.01.11-1-R1
1 1/01/12
ASTM D1876
C35460.05.11
06/16/1 1
ASTM D1876, TAS 114 (H),
C42110.08.12
08/13/12
TAS 117 (B)
FM 4474/TAS H4
C39670.08.12
08/20/12
TAS 117B
C35500.02.11
02/09/1 1
ASTM D4798
C31410.01.11-2A-R1
02/21/13
ASTM D4798
C3141.0.12.13
12/05/13
ASTM D6222
C40050.12.13-111
12/31/13
TAS 117, TAS 114
C30310.12.09-R1
03/07/14
ASTM D1876, TAS N4 (H),
C45620.03.14
03/27/14
FM 4474
ASTM D1876, TAS 114 (H),
C47320.03.14-R1
04/01/15
FM 4474
PRI Construction Materials
ASTM D6163
CTC-032-02-01
01/22/08
Technologies LLC
ASTM D6163
CTC-066-02-01
08/09/ 11
ASTM D6222
CTC-070-02-01
08/09/ 1 1
NOA No.: 14-0529.02
QM1AMM1-DMADEMCO=UN
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 8 of 42
EVIDENCE SUBMITTED:
Test Aeency/Identifier Name
Report
Date
ASTM D6164/D4798
CTC-093-02-01
08/09/11
ASTM D2178
CTC-122-02-01
03/13/12
ASTM D2178
CTC-123-02-01
03/13/12
ASTM D4601
CTC-127-02-01
03/13/12
ASTM D6163
CTC-128-02-01
06/11/12
ASTM D6163
CTC-129-02-01
06/11/12
ASTM D6164
CTC-132-02-01
06/11/12
ASTM D6164
CTC-162-02-01
05/09/13
ASTM D6164
CTC-161-02-01
05/09/13
ASTM D6162
CTC-183-02-01
10/02/13
ASTM D6164:
CTC-190-02-01
12/02/13
ASTM D1970 1.
CTC-199-02-01
01/22/14
MIAMI•DADE COUNTY NOA No.: ] 4-0529.02
�Fn• • •, , Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 9 of 42
Membrane Type: APP Modified
Deck Type 1I: Wood, Non -Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(3): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet:
One ply of All Weather/Empire Base Sheet: Yosemite Venting Base Sheet, Flexiglas Base
Sheet, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base
Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below.
Fastening:
Base sheet shall be lapped 4" and fastened with I I ga. annular ring shank nails and approved tin
caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c.
Ply Sheet:
One ply of All Weather/Empire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase
(Optional)
Base Sheet, Flexiglas Base Sheet, Flintlastic Base 20, Flintlastic Poly SMS Base Sheet or one
nj�
or more plies of Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered in
a frill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA self -adhered or Flintlastic
STA or Flintlastic APP Base T torch adhered.
Membrane:
Flintlastic GTA CoolStar, Flintlastic GTA-FR or Flintlastic GTA-FR CoolStar
Flintlast�ie�rebase/ply
torc i a sheet.
Surfacing:
Any of the approved surfacing/coating options listed in Table 4.
(Optional)
Maximum Design -52.5 psf. (See General Limitation #7)
Pressure:
NOA No.: 14-0529.02
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 23 of 42
WOOD DECK SYSTEM LIMITATIONS:
A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
l . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 17 in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12'Ibs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as
tested in compliance with Testing Application Standard TA& 105. if the fastener value, as field-tested, are below
275 Ibf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should
the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile,, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of tile Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-0529.02
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 42 of 42
SCANNED
i
BY
LO A Rt h 9P« Pouf
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8550
www.floridaengineeringandtesting.com
250 S.W.13`h Avenue
Pompano Beach, FL 53069
DATE: 4/02/18 JOB ORDER #: 18-1375
CLIENT: All Area Roofing
ADDRESS: 3921 S. US Highway 1 Fort Pierce, FL 34982
PROJECT: Madden Residence Flat Wood Non -Insulated Roof Deck
ADDRESS: 2407 Tamarind Drive Fort Pierce, FL
2017 FBC/ASCE-7 DESIGN PRESSURE CALCULATIONS
Project Information:
Height = 8'
Length = 16'
Width = T
Parapet Wall: N/A
Design Calculations:
Exposure: D Basic/Ultimate Wind Speed: V„1t=170 mph
Category: 11 Nominal Wind Speed: Vasa=V„lt*40.6
Slope: < 7° (asd = allowable strength design)
Residential KZ =1.03, Kzt =1.0, Kd = 0.85
Velocity Pressure: q = 0.00256*KZK-, dV2
Velocity Pressure („It):•q=0.00256(1.03)(1.0)(0.85)(170)2 = 64.77 psf
Velocity Pressure (ad): q=0.00256(1.03)(1.0)(0.85)(170*�0.6)2 = 38.86 psf
RECEIVED
APR 06 2018
ST. Lucie County, Permitting
Width of Pressure Coefficient: 0.1(7) = 07.
0.4(8') = 3.2' ) use: TO" F-ILE COP'
Effective Wind Area: <1 W
For parapet height three feet (3') or larger, zone three (3) shall be treated as zone two (2).
External Pressure Coefficient:
1)
GCP1
= -1.0
2)
GCP2
= -1.8
3)
GCP3
= -2.8
Internal Pressure Coefficient:
1)
GCPi = 0.18
wQ U'
Quality/ �ti AL .lssurance
Page 2, 4/02/18, Job Order
All Area Roofing - Madden Residence
Flat Wood Non Insulated Roof Deck
2407 Tamarind Drive; Fort Pierce, FL:
Design Pressures Based on Vasd:
1) Field
P1 = 38.86*[(-1.0)
— (0.18)] =
-45.9 psf
2) Perimeter
P2 = 38.86*[(-1.8)
— (0.18)] =
-77.0 psf
3) Corners
P3 = 38.86*[(-2.8)
— (0.18)] =
-1 l5.8 psf
Attachment Requirements Per RAS-117:
Based on the requirements of N.O.A. #14-0529.02, pg 23 of 42, System Type E(3), with a
maximum design pressure of-52.5psf; the following are our recommended fastening
patterns to attach the proposed base sheet to the wood (non -insulated) 19/32" or greater
plywood or wood plank deck utilizing approved 11 ga. annular ring shank nails and
approved tin caps:
Field: 8" o.c. @ 4" laps and 3 staggered rows 8" o.c.
Perimeter: 8" o.c. @ 4" laps and 5 staggered rows 8" o.c.
Corners: 6" .o.c. @ 4" laps and 6 staggered rows 6" o.c.
Notes:. Corners and perimeter area dimension shall not be less than a = 3'0"
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty (as applicable).
All work shall be in compliance with the local building code product
control notice of acceptance and manufacturer specifications and Florida
Building Code 2017 Edition.
Wind load calculations based on ASCE-7, 2017 FBC and information
provided by client. Client is responsible for verifying existing/proposed
conditions/decks as it pertains to the above provided product approval.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
Sincerely,
r 0. A820�
Mark A. Muidib, P.E. * : W
OF
Florida Eng�e Ing &5w g, � �
Florida Reg. 414�8 Z0AOR�OP•���
Certificate of � NZAM �,��3
��ep•va�r�®��
�1116 @ e