HomeMy WebLinkAboutNotice of AcceptanceST. LUCIV i"OUT BITILDENC nP,7_�_j�
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE
ON JOB
I� MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
wW w.miamidade.2ov/econo my
JA Taylor Roofing CONCEALED FASTENERS OR ATTACHMENT;
302 Melton Drive a e THESE PLANS AND ALL PROPOSED WORK
Ft. Pierce, FL 34982 ARE THE RESPONSIBILITY O THE ARE SUBJECT TO ANY CORRECTIONS
CONTRACTOR OF RECORD 1190140 6Y MELD INSPECTORS THAT
SCOPE: MAV BE 06ESSARY IN ORDER TO
arjmpu WITH ALL PPUCA L9
This NOA is being issued under the applicable rules and regulations governing the use o�co�lstruc�ion ma�enaPs��b
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pr'oduct 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 -bade 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 !iT n the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, odify, 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,11 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.
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TERMINATION of this NOA will occur after the expiration date or if there has been a rell ision 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
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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. it
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 revises NOA No. 13-1015.05 and consists of pages 1 through 5.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 14-0416.01
MIAMI DARE COUNTY L
D7/%0j/20/ / Expiration Date: 01/09/19
fJ Ap oval Date: 06/05/14
jle DOPY Page 1 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 AP
Test
Product Dimensions Specifications
Edge-Loc 1.0 Length: various TAS 110 Corlosion r
Width: 16"
Height: 1"
Thickness 0.024" (24 ga.)
Min. Yield Strength: 50 ksi
Trim Pieces Length: varies N/A
Width: varies
Thickness 0.024" (24 ga.)
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Valspar 433X515
433B 173
Force Engineering & Testing 72-0314T-06A-C
Inc.
Farabaugh Engineering and T158-07A
Testing Inc.
galvanized,
panels.
i
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Product
prefinished, coated
ne, standing seam, metal
prefinished, coated
ne, standing seam, metal
ASTM B 117
ASTM D 4587, ASTM G 23
TAS 125
TAS 100
Date
11/21/11
11/21/11
03/24/07
04/14/07
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 2 of 5
:f
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it
APPROVED ASSEMBLIES:
System: Edge.-Loc 1.0 Panel x 16" Wide x 24 ga. Steel
Deck Type: Wood, Non -Insulated
for 15/32"
Deck Description: New Construction 19/32" or greater plywood or wood plank, or
re -roofing; or
greater plywood.
Slope Range: 2: 12 or greater
Maximum Uplift See Table A below
i
Pressure:
II
Deck Attachment: In accordance with applicable Building Code, but in no case shall
it be less than 8d ring
shank nails spaced 6" o.c. In reroofing, where the deck is less than
19/32" 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 ciorrosion
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 underlayrilent
having a current NOA.
Fire Barrier Board: Any approved fire barrier having a current NOA. efer to a current
fire directory listing for
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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 Roofmg Applic
tion Standard RAS 133
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and with PAC Contractors Association's current published inst II
lation instructions.
Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance
with the current published
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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.
it
Panels shall be secured at a spacing listed below in Table A with #10-13 x 1" pancake head
11 screws of sufficient length to penetrate through the sheathing a minimum 3116 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.
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TABLE A
MAXIMUM DESIGN PRESSURES
!j
Roof Areas
Field
Perimeter
and Corner'
Maximum Design Pressures
—59.75 psf
I�
—101 psf
Maximum Screw Spacing
16" o.c.
�' 16.75"
o.c.
1. Extrapolation shall not be allowed
!
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 3 of 5
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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
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model.
5. All products listed herein shall have a quality assurance audit it
Rule 61 G20-3 of the Florida Administrative Code.
6. Panels may be shop or jobsite roll formed with machine model
Association.
APPROVED J
Building Code and
PAC Contractors
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 4 of 5
T
PROFILE DRAWINGS
16" �
I
Fastener Relief, Stiffening Ribs and Striations are Optional
Field Condition
EDGE-LOC 1.0 PANEL SYSTEM
END OF THIS ACCEPTANCE
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 5 of 5