HomeMy WebLinkAboutNotice of Acceptance NW
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MIAMI-DADE COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY A:ND ECONOMIC RESOURCES(RER) 11805 SW 26 Street.Room 268
BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) «'t�'w.minmidsdc._o�lccunumv
JA Taylor Roofing
302 Melton Drive
Ft. Pierce,FL 34982
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 duality 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: Edge-Loc 1.0 x 16"wide x 24 ga.Steel Panel over Wood Deck
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. I -C "'
ST. � U IIm.;C.-DVsiwN% * ) '%
This revises NOA No. 13-1015.05 and consists of pages 1 through 5. B 'vMwED FOR Ct3 I iANCE
The submitted documentation was reviewed by Juan E. Collao, R.A. RL IEWED y
DATE
PLANS AND PERMIT NTUST BE INEPT ON JOB
GLGZti�.CIY�G[-{J` OR RTQ INSPECTION WILL BE 1-kLk13E,
NOA No.: 14-0416.01
MIAMI•DA®uNTY 07 f �� Expiration Date:01/09/19
� � 1
Approval Date: 06/05/14
Page l of 5
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Metal, Panels(Non-Structural)
Materials: Steel
Deck Type: Wood
Maximum Design Pressure —101 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specifications Descri lion P A
Edge-Loc 1.0 Length: various TAS 110 Corrosion resistant, prefinished, coated
Width: 16" galvanized,galvalume,standing seam, metal
Height: 1" panels.
Thickness 0.024"(24 ga.)
Min. Yield Strength: 50 ksi
Trim Pieces Length: varies N/A Corrosion resistant, prefinished, coated
Width: varies galvanized,galvalume, standing seam, metal
Thickness 0.024"(24 ga.) panels.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Renort Date
Valspar 433X515 ASTM B 117 11/21/11
433B 173 ASTM D 4587,ASTM G 23 1 1/21/1 1
Force Engineering&Testing 72-0314T-06A-C TAS 125 03/24/07
Inc.
Farabaugh Engineering and T158-07A TAS 100 04/14/07
Testing Inc.
MIAMI•DADE CO NOA No.: 14-0416.01
UNTY
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 2 of 5
I • •
APPROVED ASSEMBLIES:
System: Edge-Loc 1.0 Panel x 16" Wide x 24 ga. Steel
Deck Type: Wood,Non-Insulated
Deck Description: New Construction 19/32"or greater plywood or wood plank, or for re-roofing 15/32"or
greater plywood.
Slope Range: 2: 12 or greater
Maximum Uplift See Table A below
Pressure:
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring
shank nails �a k ails spaced 6 o.c. In reroofing, where the deck is less than 19/3., thick Minimum
15/32")The above attachment method must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"
side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps
and 12 gauge 1 '/4"annular ring-shank nails, spaced 6"o.c. at all laps and two staggered
rows 12"o.c. in the field of the roll. Or,any approved underlayment having a current NOA.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation# 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with PAC Contractors Association's current published installation instructions.
Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published
Accessories: installation instructions and details in PAC Contractors Association's Installation Manual.
Flashings, penetrations, valley construction and other details shall be constructed in
compliance with Roofing Application Standard RAS 133.
Panels shall be secured at a spacing listed below in Table A with#10-13 x 1" pancake head
screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch.
The adjacent panel shall overlap and be secured to each other when The female rib of panel
is snapped over the male rib of panel.
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas Field Perimeter and Corner'
Maximum Design Pressures —59.75 psf —101 nqf
Maximum Screw Spacing 16" o.c. 6.75" o.c.
1. Extrapolation shall not be allowed
MIAMI•DADE COUNTY
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 3 of 5
SYSTEM 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. The maximum designed pressure listed herein 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).
3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in
Roofing Application Standard RAS 133.
4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following
statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control
Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or
model.
MIAMI•DADE COUNTY
5. 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.
6. Panels may be shop or jobsite roll formed with machine model#5521095 or 7031100 from PAC Contractors
Association.
NOA No.: 14-0416.01
CI
•DAD;COUNTY MMM Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 4 of 5
PROFILE DRAWINGS
16"
1"
Fastener Relief,Stiffening Ribs and Striations are Optional
/ I
Field Condition
a
• o
0
0
0
o FASTENER
o SPACING AS PER
TABLE A HEREIN
EDGE-LOC 1.0 PANEL SYSTEM
END OF THIS ACCEPTANCE
NOA No.: 14-0416.01
MIAMI•DAD;COUNTY Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 5 of 5