REV-16-24551,.V Ka,- ZIGZ
BUILDING
PERMIT APPLICATION
El BUILDING ❑ ELECTRIC
❑PLUMBING ❑ MECHANICAL
JOB ADDRESS: / C
City: Miami Shores
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
I ROOFING
❑PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
1/3
V1
RECEIVED
SEP 0 62016��
BY° (a `Ck.
FBC 20 (9
Master Permit No. Zv to /.11.o
Sub Permit No.1_. Z. NSS
REVISION ❑ EXTENSION
County:
Miami Dade
❑ CANCELLATION
❑ RENEWAL
❑ SHOP
DRAWINGS
Zip:
Folio/Parcel#: d 32f) _ 433 1 .- /o 2Z®
`. 1, ZJ
Occupancy Type:
oad:
Is the Building Historically Designated: Yes
Construction Type: N Flood Zone:
OWNER: Name (Fee Simple Titleholder): M 7,A \ \a k A4 ci, Lac
Address: 6 6 O kik-) \r 5 `
City: Jk.) o w ; ccs
NO
BFE: FFE:
Phone#: 016 -C6,oL
State:
Tenant/Lessee Name: Phone#:
Zip:
-III -6 cat__.
Email:
CONTRACTOR: Company Name: ‘o u I,r\e c. c DS- Pt CoLliort, c. LLQ
Address:' �� !a a� k c -# /,
ii- C���a c9 ol
City: C4 kai if( r State:
Qualifier Name: Jk S c O��ld.LcL A
State Certification or Registration #: CC -C. ( 2.0( '3 7-'o
Phone#: 9 6V- C' -s12 53
Zip: -IS y 1 -
Phone#: 5G/- 6'fq- cle0
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $
Type of Work: ❑ Addition
Description of Work:
❑ Alteration
Square/Linear Footage of Work:
❑ New
Repair/Replace
0 Demolition
A, r •
(St,'
Specify color of color thru tile: 0\ if,-ek,
Submittal Fee $ /" Permit Fee $ CCF $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CO/CC $
DBPR $ Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 8 'i . l)
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instri lent was ac
(Cnowledged before me this The foregoing instrument was ac nowledged before me this
da h-11'of U.. till-, 20 1 le , by day of Fig/. A f , 20 10 , by
( I, ¢ ' 4.
, who s ersonally known to eV l �%V d , wh is ersonally known to
me or who has produced as me or who has produced as
identification and who did take an oath.
Sign:
Print:
Seal:
identification and who did take an oath.
NO ilii' UBLIC:
Sign:
Print:
Seal:
*******************
APPROVED BY i11 ( Plans Examiner
(Revised02/24/2014)
Structural Review
40. , DAMA GA
* , , *: My COMMISSION # FF 214016
edmNo�wi
9
'4;i/0W Bonded Pubrc Underwriters
Zoning
Clerk
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
1
1
1
1
1
1
1
0
1 0
0
0
0
1
1
1
1
1
0
0
1
0
0
0
0
0
0
0
0
0
1
1
1
15.36
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concreteor Clay1ile
A,B,D
r1,2,3,4,5,6,7—>
Metal Roofs
-
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4, x,6,7 • •,
ATTACHMENTS REQUIRED:
•• •
•
1.
Fire Directory Listing Page •••••
•
2.
From Product Approval:
Front Page •
••
Specific System Description
Specific System Limitations •
General Limitations •
Applicable Detail Drawings • • •
•
••
'••
•
•
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
INTERNATIONAL '`CODE _COUNCIL'
•
.•
•
• •••
• • • •
••••
• • •
•••• • •
• •
••••
••.•
• • •
•• •
•
• •
•
•••-
• • •
•• •
• •
•
•
•
• •
• •
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
EP 00 2016
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
F orlda Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. G ../h
i '�///� 12 l 03 - ..� Process No.
Contractors Name )9(.,,\ : Qd4�C'aPitM.P ice: C' tea C J L.E.ca
Job Address \ 5! N C \ O1 v4.\,_\ G u s FC
❑ Low Slope
O Asphaltic Shingles
O New roof ❑, Repair
Low Slope Roof Area (SF)
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
O Prescriptive BUR -RAS 150
ROOF TYPE
0 Maintenance
11( Mortar/Adhesive Set Tiles
0 Wood Shingles/Shakes
XReroofing
ROOF SYSTEM INFORMATION
Steep Sloped Roof AREA (SSFaCTotal (SF) O d
• • •
•• •
0 Recovering
•
0000
• ••
• • •
Section B (Roof Plan) 000:40 ••••
•
1
1
1
1
1
1
1
1
1
1
1
1
. 1
1
1
1
1
• •
10
• 00010
• 1•
Sketch Roof Plan: Illustrate all levels and sections, roof drains, • -e' '
e -�Q � scuppers. overflow scuppers and wallow drains* Irx�de dimer- � •
ions sectio and levels dearly identify dimensions of elevated pressure zones and location ofp ts. • • • •' • • •.1.
J
• V\
43
L
0
• •
•• ••
••
•
•
•
•
•
•
• • •
•• •
1•
• •
••• •
• • •
• • •
• 1.
• 1 •
•
1
1
1
1
1
1
1
■
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun S, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorised.
NTERNATIONAL CODE COUNCIL
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System) �n
Roof System Manufacturer: 1A4 -CA V A i'°C /3b '}"'t tfc L�
Notice of Acceptance Number. / 5 - p li( P- 04-{
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: —km . 'L P1: — P1: — V.1-1(,
Deck Type:
Roof Slope:
12
Type Underlayment:
Insulation:
r30 4* As
Fire Barrier:
Mean Roof Height:
,AA A
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet:
Roof Covering:
`XC (4.5114-h.1cln4,,As f
Jl A
0LJ4 a
Type & Size Drip
Edge:
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
ti ilo .C_
1
1
1
1
1
1
1
1
....
•.••.
•
• •
•• • . • ..
• •
.•. •
1 •
.
.
•
• • •
.••• • •..•
••
.••. ••••
.••• •
• • • •
•.• •• .• .
• .
. •
•
. •
• • •
• •
• ••
• • •
••• ••••
• • •
.• •
.
•
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
n Florida Building Code 5th Edition (2014)
1
High -Velocity Hurricane Zone Uniform Permit Application Form.
1
Section E (Tile Calculations)
1 For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mt values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1: x X = ) - Mg: = M„ Product Approval Mt
(P2: x?. = ) - Mg: = M Product Approval M,
(P3: x) = ) - Mg: = M4 Product Approval Mt
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below 2,41 Product Approval M, 4 1 9,
M, required Moment Resistance"
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
3 .
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and
Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1:_ x L _ = x w: = ) - W: x cos 0 = F„ Product Approval F'
(P2:_ x L = x w: = ) - W: x cos 0 = F2 Product Approval F'
(P3:_ x L _ = x w: = ) - W: x cos 0 = F Product Approval F'
Where to Obtain information
Description
Symbol
Where to find
.
• • • •
•
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or byen engineering an alisis pre-
pared by PE based on ASCE ? • • •
Mean Roof Height
H
Job Site
'
•' • •.-
•
•
Roof Slope
0
Job Site
••••
••••
Aerodynamic Multiplier
X
Product Approval
•
0000.
•
0000
•
Restoring Moment due to Gravity
M9
Product Approval•
• •
•
• • •
•
•
Attachment Resistance
M,
Product Approval
•
•'
Required Moment Resistance
M9
Calculated
•
•• • • • •
•
•
Minimum Attachment Resistance
F'
Product Approval
.
•
•
Required Uplift Resistance
Fr
Calculated
"
• • •• ••
•
• • • •
•
Average Tile Weight
W
Product Approval
• •
•
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
15.40
INTERNATIONAL CODE COUNCIL®
•
•
•
•
•
• •
•
• •
• •
FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permitand to explain to the owner the content of the section. The provisions of Section R4402
govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. r" Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintainingthe appearance.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements of Sections R4402, R4403 and R4413.
9 11.4;lo
Ovmer/Agents Signature D to
Property Address
Revised on 7/9/2009 LD;07/01/2015;
J.
Contractor Signature
r•
Permit Number • • •
•
•
•.
••• ...
. •. • .
•••• ....
• . •
•. .
.
. •
.. ••
• . •
• •
• .
• . •
•. •
.
. •
• .
•
••
..•• • •
• • .
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eovieconomv
Entegra Roof Tile, LLC
1289NE9thAve
Okeechobee, FL 34972
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: Plantation Roof Tile
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, i 1prg and l j ed by tjig.:.
expiration date may be displayed in advertising literature. If any portion of the NOA is displace then it shall be done
in its entirety.
•..• ...• .
• •
••.. .•.•
• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufattt er pr its di5tr�bytors mei*•
• •
shall be available for inspection at the job site at the request of the Building Official. •• ••
.
This NOA renews NOA #14-1120.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Gaspar J Rodriguez.
•
.
• • •• •
• .
•.
.
• •
.. . ••••
. ••
••.
.
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 1 of 7
.
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. PRODUCT DESCRIPTION
Manufactured by Dimensions
Applicant
Plantation Tile , Length: 16W'
Width: 13"
Trim Pieces
L = varies
W = varies
Varying thickness
2.1. MANUFACTURING LOCATION
1. Okeechobee, FL
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier
American Test Lab of South RT0624.05-14
Florida
Redland Technologies 7161-03
Appendix III
The Center for Applied 94-060B
Engineering, Inc. 94-084
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Walker Engineering, Inc.
Test
Specifications
TAS 112
TAS 112
7161-03
Appendix II
Letter Dated Aug. 1, 1994
P0631-01
P0402
Project No. 307025
Test #MDC -76
Calculations
Walker Engineering, Inc. Calculations
MIAMIOADE COU
APPROVED
Product
Description
Flat concrete roof tile for direct deck or
battened nail -on, mortar or adhesive set
applications.
Accessory trim, concrete roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Test Name/Report
TAS 112
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Adhesive Set)
(Mortar Set)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing.'.
PA 108 (Mortar Sell
Withdrawal Resistance 1 tir of
screw vs. smooth shams pJs
Wind Driven Rain...'
PA 100
Aerodynamic Multiplier• •
25-7183
25-7094
25-7496
• ..
• •
• ..
.. •
MAI
07/03/14
Dec. 1991
March, 1994
May 1994
Dec. 1991
Aug. 1994
•
00410.
• 30l , 1994
• • •
•§;1 t. 1993.
•
•
•
•
.•.• •
•. QW' 1994
....
•
• •
Wiroll 1999
•
April 1999 •,
MaCcti, 1995
February 1916••••:
• April 1996• •
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 2 of 7
2.2 SUBMITTED EVIDENCE:
Test Agency
Walker Engineering, Inc.
Walker Engineering, Inc.
Farabaugh Engineering and
Testing Inc.
Farabaugh Engineering and
Testing Inc.
Farabaugh Engineering and
Testing Inc.
Test Identifier
Calculations
Calculations
T295-11
T306-11
T279-1 1 TAS -108 09/23/11
Test Name/Renort Del
25-7584 December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Two Patty Adhesive Set System April 1999
TAS -108 10/05/11
TAS -108 10/04/11
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade Product
Control office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61G20-3 of the Florida Administrative Code.
•••• •
• ••••
• • • •
•• • • •• •
• • • •
••• •
•
• • •
•••• •••• • •
• • •
• •
•••• ••••
• •
••••
• • • • •
•• •• •• •
•
• •
• • • •
• • • •
• • • • •
• • •
•• • •••• • •
• • •
•• •
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 3ot7
4. INSTALLATION
4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile
Weight W (Ibf)
Length -I (ft)
Width -w (ft)
Plantation Tile
11.6
1.375
1.06
Table 3: Restoring Moments due to Gravity - Mg (ftlbf)
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
3": 12"
X (ft3)
X (ft3)
Profile
Greater than
7": 12"
Batten Application
Direct Deck Application
Plantation Tile
Direct
Deck
0.267
0.289
Table 3: Restoring Moments due to Gravity - Mg (ftlbf)
Tile
Profile
2": 12"
3": 12"
• 4": 12"
5": 12"
6": 12"
Greater than
7": 12"
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Plantation
Tile
7.22
7.91
6.85
7.79
6.75
7.67
6.61
7.52
6.44
7.32
6.26
7.04
M)AM1DAnsCOON
APPROVED
. • ..
•
• • ••••
• .. •
.. • • ..
.. •
....
•
.... ....
••••• ••••
• •
....
• • • ..
••••.. •
•
• •
• .. •
•
• • •
• ..
.. • .... • •
• .
.. •
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
For Nail -On Systems
Tile Profile
Tile Application
Tile
Profile
Fastener Type
Direct Deck
(Min 15132"
plywood)
Direct Deck
(Min. 19/32"
plywood)
2 See manufactures component approval for installation requirements.
Battens
Plantation Tile
2-10d Ring Shank
Nails
30.9
38.1
17.2
1-10d Smooth or
Screw Shank Nail
7.3
9.8
4.9
2-10d Smooth or
Screw Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or
Screw Shank Nail
(Field Clip)
24.3
24.3
24.2
1-10d Smooth or
Screw Shank Nail
(Eave Clip).•••'.
19.0
19.0
�"
22.1
••••
2-10d Smooth or
Screw Shank Nails
(Field Clip)
35.5
35.5
"'
••••••
--►.
'
•
:34'•
"' •
.Odie
' •
.
2-10d Smooth or
Screw Shank Nails
(Eave Clip)
31.9
31.9 •....•
......
32.2.'
....
' '
..
..
•
2-10d Ring Shank
Nails'
50.3
65.5 :
• :
•48.3• ••
•""•
e
•
1 Installation with a 4" tile headiap and fasteners are located a minimum of 2W from the head of tile. • • •
• • •' •
•
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
For Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
=Ai= . ce
Plantation Tile
Adhesive
' .•1
2 See manufactures component approval for installation requirements.
3 Flexible Prod Compan Tile: and Aver=ge weig_a- per a : tty 13.9 gram
3M , .r.. -,;�.; -rjr- f,•r::;r,.al, :.,roH!,_: Vis. .:, pa ,..r,.;
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment Resistance
Plantation Tile
3M" 2 -Component Foam Roof Tile Adhesive AH -160
118.94
3M'" 2 -Component Foam Roof Tile Adhesive AH -160
40.48
4 Large paddy placement of 45 grams of 3M" 2 -Component Foam Roof Tile Adhesive AH -160
5 Medium paddy placement of 24 grams of 3M" 2 -Component Foam Roof Tile Adhesive AH -160.
• d..14APPROVED
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 5 of'/
•
. •
kr
.
.
•..•
•
•.••
Table 7: Attachment Resistance Expressed as a Moment - M!(ft-Ibf)
for Mortar Set Systems
Tile Profile
Tile Application
Attachment
Resistance
See specific mortar manufacturer's Notice of Acceptance.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami -Dade County Product Control Approved".
OR
' ENTEER
.
.
•
....
PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE Ote.14)
6. BUILDING PERMIT REQUIREMENTS:
. . .
....
. .
....
.
• .• •
•. • •
•.•.
•
.•.. . .
. .
••••
• .
••••
•
.. .
.
. .
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance. •• ••
•. • •.•. .
.
6.1.2 Any other documents required by Building Official or Applicable building code in odic; to troperly
evaluate the installation of this system.
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 6 of
PROFILE DRAWING
PLANTATION FLAT CONCRETE TILE
END OF THIS ACCEPTANCE
MIAMIDADECO TY
APPROVED
.
• . .
.. •
•••
• •
....
• •
to ..
• •
• • •
..•
•••
• •
••••
•
• .. •
..
••••
• •
••••
• •
••••
••••
• ••
..•
•
•
•
• •
•
•
•
• •
•••• • •
• • •
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 7 of 7
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
www.miamidade.gov/economv
ICP Adhesives and Sealants, Inc.
12505 NW 44th Street
Coral Springs, FL. 33065
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 tomeet thin wirem int •• • •
•
of the applicable building code. •• • • ••• •
• •• • •
•
This product is approved as described herein, and has been designed to comply with fie: Florida •Bolding Cede • • •
including the High Velocity Hurricane Zone of the Florida Building Code. • • •
•••• ••••4 • •
• • •
DESCRIPTION: ICP Adhesives Polyset® AH -160
•
• • • • •
•• •
.• ••
• •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or log" stat •and followjT :: •
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 to®n 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 14-0805.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the desigq,pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset® AH -160.
PRODUCTS MANUFACTURED BY APPLICANT:
Produ Dimensions Test
Specifications
ICP Adhesives N/A TAS 101
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30&100
PRODUCTS MANUFACTURED BY OTHERS:
Product Description
Two component polyurethane foam adhesive
Dispensing Equipment •
•
Dispensing Equipmeir •: • •
•.••
• •
.•••
•••. •
•
• ••
•. •
.••.
•
. •
. .
• • •
.• •
••••
• • . ••
••• •. •.•
•
.
•
•
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current Ai5r••wiich ligt attgchmen4 •
• •
resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
• • . •
• • •
•• • ••.• •
• • •
•• •
Results
1.6 lbs./ft 3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 LbsJFt2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-1PA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB -589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7 •••••
520191-1 TAS 101 • 03702/99 •
520109-2-1 •• ' • ••• •
•
LIMITATIONS:
•
•
. . .
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile AsseipIi1y 3fg•r fire •rui•g•.
2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles • • • • •
3. Minimum underlayment shall be in compliance with the Roofing Application Standarji RA4120. • ' •
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® qH-16Q roof file adhesive•
with their rile assemblies shall test in accordance with TAS 101. .. • ••••
•
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 3 of 11
.
INSTALLATION:
1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset® AH -160.
2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of ICP
Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
Adhesives ProPack® 30 & 100 dispensing equipment only.
7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight.
S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset® AH -160 has been dispensed.
9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance with the
Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
• ...
. .
. ....
• • • •
... • .. .
• •
.
•
.... .... . •
• •
.... • ....
....
•
• • ••
......•
• •
•
• • .
• •
•
• •
• • .
• • .
..• .... • .
• . .
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile ProfilePlacement
Detail
Minimum Paddy Contact
Area
Minimum Paddy Gram
Weight
Eave Course Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
head of tile 9-11 sq. inches at
overlap
12 grams per paddy
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
edge) 20-25 sq. inches each
bead
17 grams per bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
• •
• ••••
As required by the Building Official or applicable building code in order to properly evaluate inntallatton, of this
system. ••••
•
•
• • •
•••• •••• • •
• •
•••• • ••••
••••
• • • • •
••• •• •• •
• •
•
• •
• • • •
• • • •
• • • • •
• • •
•• • •••• • •
• • •
•
INA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the Overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
. . •..•
• .. .
•. • . •. .
.. . •
...•
High Profile / Single Pan Vila;.. •
.... .... . .
1. Starting at the eave course! apply a minim 2"
(50.8 mm) x 10" (254 n1111,1rj" (254,4•6441 foam
paddy onto the underla}ledtpositionb$ as'showll
under the pan portion of t%'e:4 closest to the •'
overlock of the tile being set.,
2. Continue in same manner. Insure apPowdnfately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Doable Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlpelrof the
tile being set. Insure approximately 17 (11161.2 cm2) -.
23 (148.4 cm2) square inch adhesive coota, t with the •
underside of the tile.
.
• ...
.
. .
2. At the second course, appl}c S0.
&'tffnimum.1'' 8mm)
x 7 (177.8 mm) x 1" (25.4 min) foam pacrk •ontotile.:.,
underlayment positioned as 1tgvi under& g an
portion of the tile closest to„thgonerlock ofShe tile . •
being set.• •
•
• .
•
3. Continue in same manner Limo tppro4htigttly 12 •
(77.4 cm2) -14 (90.3 cm2) square inchadltesife
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) -19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
...•
.
•
• ....
.
• • • •
•• • • .. •
..
....
.
. • •
. .
.
.
. .
.
.• •
• •
• . . • .
.. •• .• •
•
• •
. .
• •
• •
••
.
• • • • .
..• ...•
• .. •
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Fiat/Low ProtlleTie
Medium PfeilleT90
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in2 (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 min) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in2 (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
...
. .
.•
....
• . • .
.. • . .. .
• .
....
•
. • •
.... •...• • •
• .... ....
...
• •
• • . • .
......•
.
.
.
•• .
• •
• . .
.. •
•
• •
•••• • •
• ..
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
MO Reale Tita
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
• • •
• ••
••••
• .• •
•• • • ••
• • •
••••
•
• • •
•••• •••• • •
• • •
•••• ••••
• • • • • •
•• •• •• •
• •
•
• •
• • • •
• • • •
• • • • •
• • •
•• • •••• • •
• • •
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 nun) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) squaellich
contact area on each lidaof the cover file to the ":'
pan tile. Continue in iiraeogianner..Ript away •
any cured exposed fqApa Pojnting ol,
longitudinal edges of the rover tiles ara • •
considered optional. '••••''••••'
••..
5. When additional nailtlg VSrequired,•2 e50.8
•
mm) x 4" (101.6 mm} Si'eis or the tfe wire '.
system using galvanised, stainles s stee&.or
copper wire and compttibTT nails nuke used:
END OF THIS ACCEPTANCE
• • •
•• •
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 11 all
•
•