RF-17-2199Z9I
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Pe
mit
Issue Date: 9/5/2017
Permit NO. RF -8-17-2199
Permit Type: Roof
Work Classification: Tile
Permit Status: APPROVED
Expiration: 03/04/2018
Parcel Number
Applicant
731 NE 95 Street
Miami Shores, FL
1132060142130
Block: Lot:
FENTON FIVE GROUP, INC
Owner Information
Address
Phone
Cell
FENTON FIVE GROUP, INC
731 NE 95 Street
MIAMI SHORES FL 33138-
(305)796-5460
731 NE 95 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone
AMERICAS PREFERRED ROOFERS Il (305)345-4247
Cell Phone
Valuation:
Total Sq Feet:
$ 13,000.00
240
Type of Work: Re Roof
Additional Info: RE -ROOF TILE
Classification: Residential
Scanning: 3
Fees Due
Bond Type - Owners Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$7.80
$3.75
$3.75
$2.60
$250.00
$9.00
$10.40
$787.30
Pay Date
Invoice #
08/31/2017
09/05/2017
Bond #: 3505
Pay Type
RF -8-17-65040
Check #: 3918 $ 50.00 $ 737.30
Check #: 1114 $ 737.30 $ 0.00
Amt Paid Amt Due
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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 z•ning. Futherm. e, I thorize the above-named contractor to do the work stated.
Aut •'zed Sign
/ Applicant / Contractor / Agent
Building Department Copy
September 05, 2017
Date
September 05, 2017
1
(0`9
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
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
u :
CE1VED
AUG 312017
FBC 2014Sth
Master Permit No.'R (1— 2t9 9
Sub Permit No.
ROOFING ❑ REVISION ❑ EXTENSION
PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS fl CHANGE OF ❑ CANCELLATION
CONTRACTOR
�, »i �✓ sf t-// / cS/2 s
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: /1— 32 O. 0/9 Is the Building Historically Designated: Yes
Occupancy Type: cot 1/) -Load: Construction Type: Flood Zone: BFE:
❑ RENEWAL
❑ SHOP
DRAWINGS
cif
NO
FFE:
OWNER : Name (Fee Simple Titleholder): /��N r �, Phone#: 30 - 79 .C-3 / 0
`dd
Address: .7 3/ 9cT4.
// /
City: %YJ//97'7 / $7*)Z 5 State: PC..- Zip: 33/ 6/
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:4 M Iiciv
Address: 20117 SI.) ?Z cJ
City:
114 Q�611's
Phone#:5 - 415 'Z /)
Qualifier Name:
/e4.
4p,vc1
Stagte�
State Certification or Registration #: ( C e /32 $9 r7
DESIGNER: Architect/Engineer: 1/09
Zip:
Phone#: " S" 3 ys. 4z- Y)
Certificate of Competency #:
Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ O Squari/Linear Footage of.Work:— , c2 q
3
Type of Work:
Description of Work: ,.
❑ Addition ❑ Alteration ❑ New
.Repair/Replace ❑ Demolition
Specify color of color thru
Submittal Fee $ p3\d
Scanning Fee $ 1
Technology Fee $ 10 .10
Structural Reviews $
(Revised02/24/2014)
tile:
Permit Fee $ 2_5o CCF $ -7 • 80. ; } CO/CC $ ' V'
Radon Fee $ 3 5 DBPR $ 3 •15 Notary $
Training/Education Fee $ 2 -GO Double Fee $
Bond $ 500 \
TOTAL FEE NOW DUE $ 2.3'1 • 30
731.30
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 instrument was acknowledged before me this
(o�� day of j� , 20 kr` , by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOT PUBLIC:
Sign.
Print:
Seal:
aa_
************* **
APPROVED BY
(Revised02/24/2014)
CARIDAD VILA
NOTARY PUBUC
STATE OF FLORIDA
Camra �•c ::y
CONTRACTOR
The foregoing instrument was acknowledged before me this
09 day of 4(4yIAr� ,20 /7 .by
/7nor ,eey,,.w vasg.ue' who is personally known to
me or who has produced /Dr,ranevgy �aw.1
identification and who did take an oath.
NOTARY PU
as
•''!i'¢&/, Jose A. Giron
'rlis Commission 0 FF990930
"= Evines September 3, 2020
Pri ,� %� `�a� ' .•�� Bonded thru Aaron Notary
J &se
Plans Examiner Zoning
Structural Review Clerk
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: F&0 ?vel C/11C 2c) vP
Property Address: 7 37 NE lS1'957
Date: /C - / 7
Roofing Permit Number:
Dea Building Official:
M A4e,3- iU
certify that I am not required to retrofit the roof to wall connections of my
buildin ecause:
he just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00rPIease attac h-proof.of-ad
C'va'Iorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the Sout Florida Building Code (1994 SFBC)
•Sigature
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that h -/she is the owner for the above property mentioned.
Sworn to and subscribed before me this (t1 day of
Notary Public, Sate of Florida at Large
CARIDAD VILA
419. NOTARY PUBLIC
,. CoATE mrrilr OFFF223FLORIDA8
82
N 12_, Explros 6/22/2019
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor 9794
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
8/28/2017
Property Search Application - Miami -Dade County
When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full
IMPORTANT market value, which could result in higher property taxes. Please use our Tax Estimator to appropmate your new property taxes.
MESSAGE
The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information.
Address Owner Name Folio
SEARCH:
731 NE 95 ST
PROPERTY INFORMATION
Folio: 11-3206-014-2130
Sub -Division:
MAM SI -ORES SEC 2
Property Address
731 NE 95 ST
Mani Shores, FL 33138-2514
Owner
FE NfTON FIVE GROUP NC
Mailing Address
794 NWE 119 ST
BISCAYNE FARK, FL 33161
PA Primary Zone
1000 SGL FAMLY - 2101-2300 SO
Primary Land Use
0101 RESIDENTIAL- SNGLE FANCY : 1 UNIT
Beds / Baths f Haff
Floors
Living Units
Actual Area
Living Area
Adjusted Area
Lot Size
Year Built
3/2/0
1,852 Sq.Ft
10,725 Sq.Ft
1951
http://www.miamidade.g odpropertysearch/#/
Suite Q
Map Mew Layers
1/3
8/28/2017
Property Search Application - M iarri-Dade County
Featured Online Tools
Comparable Sales
Non -Ad Valorem Assessments
Property Record Cards
Property Taxes
Report Homestead Fraud
Tax Estimator
Value Adjustment Board
ASSESSMENT INFORMATION
Year
Land Value
Building Value
Extra Feature Value
Market Value
Assessed Value
TAXABLE VALUE INFORMATION
Glossary
RA Additional Onine Tools
Property Search Help
Report Discrepancies
Tax Corrparison
TRIM Notice
2016 Aerial Photography GOk
2017 2016 2015
$321,854 $240,822 $240,822
5128,899 5131,814 $128,899
52,878 $0 $2,165
5453,631 $372,636 5371,886
5383,002 $348,184 $316,531
2017 2016 2015
COUNTY
Exemption Value $0 $0 $0
Taxable Value $383,002 5348,184 $316,531
SCHOOL BOARD
Exemption Value $0 $0 $0
Taxable Value $453,631 $372,636 $371,886
CITY
Exemption Value $0 50 $0
Taxable Value 5383,002 $348,184 $316,531
REGIONAL
Exemption Value 80 $0 $0
http://www.rnamidade.golIpropertysearch/#/ 2/3
&✓2812017
Property Search Application - M iani-Dade County
Taxable Value $383,002 5348,184 $316,531
BENEFITS INFORMATION
Benefit
Non -Homestead Cap
Note: Not al benefits are applicable to al Taxable Values (i.e. County, School Board, Oty, Regional).
Type
Assessment Reduction
FULL LEGAL DESCRIPTION
AMAM SHORES SEC 3 FB 10-37
LOT 12&W12LOT 13BLK68
LOT SIZE 75.000 X 143
73R-246698
SALES INFORMATION
Previous Sale Price
07/12/2017 $430,000
07/10/2012 50
2017 2016 2015
570,629
OR Book -Page Qualification Description Previous Owner 1
30625-3425 Qual by exam of deed DONALD J FANN
28184-4496 Corrective, tax or QM, min consideration WLLAM F FANJ JR
For more information about the Department of Revenue's Sales QuaBication Codes.
2017 2016 2015
LAND INFORMATION
Land Use
GENERAL
BUILDING INFORMATION
Muni Zone
R-17.5, R-18.5
PA Zone
1000 - SGL FAMLY - 2101-2300 SQ
Balding Number Sub Area Year Balt
1 1 1951
EXTRA FEATURES
Description
Chair -fink Fence 4-5 ft high
Carport - Akminum - W th Floor
( Patio - Concrete Slab
ADDITIONAL INFORMATION
Actual Sq.R.
Unit Type
Front R.
524,452 555,355
Previous Owner 2
ROBERT PFANJ
Units Cale Value
75.00 5321,854
Living Sq.R. Adj SqR Cale Value
1,852 5128.899
Year &aIle Units Calc Value
1972 130 $754
1972 200 51,392
1951 305 $732
• The information fated below is not derived from the Roperty Appraiser's Office records. k's provided for convenience and is derived from other government agencies.
http://www.miamidade.gcdpropertysearch/#/ 3/3
,2017 FLORIDA PROFIT CORPORATION ANNUAL REPORT
DOCUMENT# P11000090620
Entity Name:'FENTON FIVE GROUP INC.)
Current Principal Place of Business:
764 N.E. 119 STREET
BISCAYNE PARK, FL 33161
Current Mailing Address:
764 N.E. 119 STREET
BISCAYNE PARK, FL 33161 US
FEI Number: 33-1149733
Name and Address of Current Registered Agent:
FENTON, MAURICE F
764 N.E. 119 STREET
BISCAYNE PARK, FL 33161 US
FILED
May 16, 2017
Secretary of State
CC9470129993
Certificate of Status Desired: No
The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent
Officer/Director Detail :
Title D
Name
Address
City -State -Zip: BISCAYNE PARK FL 33161
764 N.E. 119 STREET
Title
Name
Address
City -State -Zip:
D
FENTON, JENNIFER
764 N.E. 119 STREET
BISCAYNE PARK FL 33161
Date
I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under
oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears
above, or on an attachment with all other like empowered.
SIGNATURE: MAURICE FENTON
PRESIDENT
05/16/2017
Electronic Signature of Signing Officer/Director Detail
Date
vr,
•
o
T.1 -1-Z199
High - Velocity
( ) REc��E�
Florida Buildin Code 5th Edition High-VelocityYurrGcawn Zone I IwOFor.w Permit Application Form AUG1 1017
Section A (General information)
Permit No. Process No.
Contractor's Name Mieuc1s
.lob Address —131 IOG aS 94
ROOF CATEGORY
•
• ••
•• •
•• ••••
•
0000
••
••••
•• •
• • •
.•
❑ Low Slope 0 Mechanically Fastened Tile aNifisive set 111?
❑ Asphaltic 0 Metal Panel/Shingles
Shingles
0 Wood'S4
0 Prescriptive BUR -RAS 150
ROOF TYPE
A•there
Gas•1(gut •Stacks?
YsL�•N
'Type: Irtiturif ❑ 1 bfl h
••••
•
•
•
•
• •
•
•
O New Roof a Re-Rooflng 0 Recovering 0 Repair • • d baintenanoe •
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
OD
Section B (Roof Plan)
Sketch Roof Place Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
Identify dimensions of elevated pressurezones and location of parapets.
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t 1
YMIixiISIiZKOPISIME SWM CI_1N u i1 l:7_1i
Tile Roof System
MIAMI.OADE
COUNTY
"Delivering Excellence Every Day"
Roof System Manufacturer:
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
BORAL ROOFING LLC
Notice of Acceptance Number (NOA):
16-0711.01
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P1:
-39.1
P 2:
-68.1
P 3:
-100.7
•...
• •
....
.. .
•
.. •
• . .
• . •
.
Maximum Design Wind Pressures, (From the NOA Specific system): 29.3 psf • • • •• •
. • .
Fill in the specific roof assembly components. If a component is not required, insert not applicable rn77) in the t8Rt 1ltx.
Roof Slope:
4
"112"
Roof Mean Height: 14 1 ft.
Method of Tile Attachment:
--Adhesive, 2 Small Paddy Polyfoam Polypro--
Altemate Method of Tile Attachment per NOA:
I n/a
Drip Edge Size & Gauge:
Drip Edge Material Type:
Drip Edge Fastener Type:
--3" face 24 ga.--
Galvinized Metal—
1-1/4" RS NAIL 4" OC
Hook Strip/Cleat gauge or weight:
— Select Hook Strip --
(
Deck Type:
. .
—5/8" PIyw00d:.
Optional Insulation:
• •
•
.
.
.
Optional Nailable Substrate:
NA
Optional Nailable Substrate Attachment:
INA
Basesheet Type:
ASTM FELT D226 30#
Fastener Type for Basesheet Attachment:
1-1/4 RS NAIL & TIN CAP 1-518"
Tile Underlayment (Cap Sheet) Type:
POLYGLASS TU PLUS
Tile Underlayment Attachment Method:
self adhesive
Tile Profile:
BORAL BARCELONA 90 CONCRETE TILE
Section t
MIAMI -ODE
COUNTY
"Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values ql • •
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is apcept3ble. ••
••••
• • •
•• • •• •
• • •
P1:
P 2:
P 3:
-39.1
1-68.1
1-100.7
x.
x�
xb
10.301
0.301
10.301
11.77
20.50
130.31
- Mg:
- Mg:
- Mg:
6.90
[6.90
16.90
= Mr1:
= Mr2:
= Mr3:
4.87
13.60
23.41
5
29.3
29.3
29.3
►1QA:NL
••••
nAllAr
• • •
Method 3 "Uplift Based Tile Calculations Per RAS 127" • •
• •
•• •
•
• •
• • •
•• ••
• •
•
•
•�
•
• •
• •
• •
�•
•
• • • •
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal tuthl Fr vales, for •
each area of the roof, then the tile attachment method is acceptable. • •
P1:
P2:
P3:
x 1:
x 1:
x 1:
x W.
x w:
X w:
-W
W:I_ 1=
-W:
x cos 0: n = Fr1:
xcos 0:[1=Fr2:
x cos 0:r = Fr3:
Where to Obtain Information to complete tile calculations
5
5
1
NOA F'
NOA F'
NOA F'
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
X.
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Product Approval (NOA)
MIAMIDE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
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/economy
• •
• . •
•• •
•
SCOPE: •
••••
•
•• .
•• •
.••
This NOA is being issued under the applicable rules and regulations governing the use of consfruction material$. The•
documentation submitted has been reviewed and accepted by Miami -Dade County RER - ontrol•S'e tion to bt. • •.
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictit (AHJ)..,
•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pr8dOct ColttrollSection •.
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to h3L8 iliih
product or material tested for quality assurance purposes. If this product or material fails to perform in the ac c,pted •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modif 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: Barcelona 900 Concrete 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, 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.12-0222.02 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMI-DADE COUNTY
APPROVED
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub -Category:
Material:
Roofmg
Roofing Tiles
Concrete
1. SCOPE
This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Borat t6Afipg LLC
in Lake Wales, FL and described this Notice of Acceptance. For locations where thepres lure req 1'einents, 9S • •; •
determined by applicable Building Code, do not exceed the design pressure values pbi.jind by cafoulations in •.
compliance with RAS 127 using the values listed in the installation section herein. Ilea Mitachment colculatiops
shall be done as a moment based system. •• • • ••
2. PRODUCT DESCRIPTION
Manufactured by Test
Applicant Dimensions Specifications
Barcelona 900 Length = 17" TAS 112
Width = 13" Type — la
'/s" thick
Trim Pieces
Length: varies
Width: varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL
2.2 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
MIAMI•DADE COUNTY
APPROVED
TAS -112
Test Identifier
7161-03
Appendix III
7161-03
Appendix 11
P0402
Letter Dated Aug. 1,
1994
P0631-01
• .
• .
•. ..
•
.•
•. •• •
ritifItct
Description •
•
High profile, interlookingp one-piece, '$' shat • ••
•
high-pressure extruded concrete r0004tle •
equipped with three nail holes. For direct deck
or battened nail -on, mechanically fastened,
mortar set or adhesive set applications.
•
•
•
.
• .
.•
•
Accessory trim, boosted Barcelona, concrete
roof pieces for use at hips, rakes, ridges and
valley terminations manufactured for each tile
profile.
Test Name/Report
Static Uplift Testing
TAS 102 & TAS 102(A)
Wind Tunnel Testing
TAS 108(Nail-On)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Date
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
July 1994
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 2 of 7
Professional Service Industries, Inc.
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
American Test Lab of South Florida
IC -1320-94
25-7688-3
25-7688-10
25-7688-5
25-7688-4
520111-3
520191-2-1
Calculations
Evaluation
Calculations
RT0617.03-16
Physical Properties
TAS 112
TAS 101 (Adhesive Set)
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
Static Uplift Tgsting
TAS 102.. •
(4" Headlap, Naitss•yips)
Static Uplift liestm•
TAS 10t•...•
Aerodynamic Mitlj?lger
•• ••
Restoring Moments Pj to
Gravity •
TAS 112.•.:
Feb. 1995
June 1996
July 1996
June 1996
••Jii%1996
••••
•• •
• • •
•
•
• IYec. 1998•
•
•
•
•
•'March 1999
• ••09/01/16 •
•
•
•
Q9/01/16 .
•
• .
•
• 06/29/ 1 C-� •
••• . • •
••
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 in accordance with TAS 106 may
required, refer to applicable building code.
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 Department of Regulatory
and Economic Development — Product Control Section 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.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 3 of 7
4. INSTALLATION
4.1 Barcelona 900 Concrete 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 (I x w )
Tile Profile
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
..Q.3Q1 "'
.
Barcelona 900
11.5
1.417 :
-•. tS$.'
•••
.. .
.. •
Table 2: Aerodynamic Multipliers - A (ft3) • .. • •••
. .
0000 00,
Tile Profile
A (ft3)
Batten Application
•
• r 4tt�) '.•'•; ...
Direct Decks pplioation .•.
Barcelona 900
0.286
..Q.3Q1 "'
.
•
•
•
---
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) •'• • .
.. • .•. . :.•.
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7"12" or
greater
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.19
7.07
6.19
7.00
6.19
6.90
6.06
6.76
5.92
6.60
5.76
6.42
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Barcelona 900
2-10d Ring Shank Nails
28.6
41.2
19.4
1-1Od Smooth or Screw Shank
Nail
5.1
6.8
2.8
2-1Od Smooth or Screw Shank
Nails
6.9
9.2
7.3
1 #8 Screw
20.7
20.7
18.1
2 #8 Screw
43.2
43.2
29.8
1-10d Smooth or Screw Shank
Nail (Field Clip)
23.1
23.1
19.0
1-1Od Smooth or Screw Shank
Nail (Eave Clip)
29.3
29.3
24.0
2-1Od Smooth or Screw Shank
Nails (Field Clip)
27.6
27.6
38.6
2-1Od Smooth or Screw Shank
Nails (Eave Clip)
38.1
38.1
41.8
MIAMI-DADE COUNTY
APPROVED
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 4 of 7
•
••
•
•
•
••
•
••
Table 5: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Barcelona 900
2-10d Ring Shank Nails'
33.1
48.1
45.2
1 Installation with a 4" tile
headlap and fasteners are located a min. of 2'/2" from head of tile. _ _ _
•
•
Table 6: Attachment Resistance Expressed as a Moment Mt (ft. lbf} • • • .• •
for Two Paddy Adhesive Set Systems . • • •
Tile
Profile
-
• • •
Tile
Profile
Tile Application
/Minimum Attacbment • •
•••• Resisterioe ...
.
Barcelona 900
Adhesive'
..•..•24.6:.•
•
• •
1 See manufactures component approval for installation requirements.
•.•
•-
.
2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. • - •
ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160; Average weight per gaddy'8 grams.
-
• •,
.•
•
••• •
•..
•
•
•
•..
•
••
•
O.
•
••
•
•
•
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) • •
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
ICP Adhesives Polyset AH -160
66.53
ICP Adhesives Polyset AH -160
38.74
3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160.
4 Medium paddy placement
of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160.
Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set5
24.5
6 See specific mortar manufacturers Notice of Acceptance
MIAMI-DADE COUNTY
APPROVED
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 5 of 7
•
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
• . .
000000
•
....
• •
.i1
• . .
..•
.
LABEL FOR BARCELONA 900 TILE (LAKE WALES FI LANT •
2). • •
••
LOCATED UNDERNEATH TILE • • • • ' • • ••
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 the Building Official or applicable building code in otar to
properly evaluate the installation of this system.
•
MIAMI•DADE COUNTY
APPROVED
•
• •
•
•
. •
•
•
•
•
•
• •
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 6 of 7
PROFILE DRAWING
NAIL HOLES
OVERLOCK
MIAMI•DADE COUNTY
APPROVED
1
UNDERLOCK
BARCELONA 9O0 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
•...
•
• •••• •
• •
•••
• •• •
• 3'518'"
...••,•
•
• • •
,.r •••• •• ••
•••• • •
• •
•
•• •• •
• • •
13" •
• •
• • •
•• •
•
•
• •
•
••• 1
•
•
• •
•
•
• •
•
•
• •
• •
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 7 of 7
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc:
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
W W W.miamidatic.Eov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction mate] 1s. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Producti ControlSercstfon to b...,
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (tN.HJ). • • •
. •
.. .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Ptedect Control Section.
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t.1Th i1gyt to hdee 114 •
product or material tested for quality assurance purposes. If this product or material fails to perform in the dc&&pted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediatar woke, riredit ', or
suspend the use of such product or material within their jurisdiction. RER reserves the righlignyoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or mateiriarfails to gleet the
requirements of the applicable building code. • •• • •. •
•This product is approved as described herein, and has been designed to comply with the Floilda BUilding•Code •
including the High Velocity Hurricane Zone of the Florida Building Code. • •
•
.
.
•
•
DESCRIPTION: Polyglass Polystick Underlayments
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 and revises NOA No.14-0717.08 and consists of pages 1 through 8.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick IR -Xe
Manufacturing
Location #1 & #2
Polystick Dual Pro
Manufacturing
Location #2
Polystick Tile Pro
Manufacturing
Location #2
Polystick TU Max
Manufacturing
Location #1 & #2
Polystick TU P
Manufacturing
Location #2
Polystick TU Plus
(Surface Printing)
Manufacturing
Location #1 & #2
Polystick MTS
Manufacturing
Location #2
Polystick MTS Plus
Manufacturing
Location #2
Elastoflex S6 G
Manufacturing
Location #2
Dimensions
65' x 3'3-3/8"
Or65'x3'
60 mils thick
61' x 3'33/8"
60 mils thick
61' x 3'33/8"
60 mils thick
65'8" x 3'3-3/8"
60 mils thick
32'10" x 3'33/8"
130 mils thick
65' x 3'33/8"
80 mils thick
65'8" x 3'33/8"
60 mils thick
65'8" x 3'33/8"
60 mils thick
32'10" x 3'33/8"
Test
Specification
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103
TAS 103
TAS 103 and
ASTM D 6164
Product
Description
A fine granular/sand top surface self -adhering, APP
polymer modified, fiberglass reinforced, bituminous
sheet material for use as an underlayment Vpped roof
assemblies. Designed as an ice.&'rainshield. .
• • •
A rubberized asphalt self-adhg‘in.glass-figeriPolyester
reinforced waterproofing membrane. Designed as a
metal roofing and roof tile underlayment. ' • •'.:
A rubberized asphalt self-adha glass- fiber%polyester
•
.•
•
•
reinforced waterproofing me bralie. Designed as a metal . •
roofing and roof tile underlayment.• . ••.•
A rubberized asphalt self-adharirig,;polyesttr rejpforcarb • • •
waterproofing membrane. Designed as a a robfiile
underlayment.
A rubberized asphalt waterproofing membrane, glass-
fiber/polyester reinforced, with a granular surface
designed for use as a tile roof underlayment.
A rubberized asphalt self -adhering, glass-fiber/polyester
reinforced waterproofing membrane. Designed as a metal
roofing and roof tile underlayment.
A homogeneous, rubberized asphalt waterproofing
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
A homogeneous, rubberized asphalt waterproofing
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polyester reinforced, SBS modified bitumen membrane
with a sanded back face and a granule top surface. For
use in roof tile underlayment systems.
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2.' Winter Haven, FL
EVIDENCE SUBMITTED
Test Agency Test Identifier
Trinity 1 ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
P10870.09.08 -R1
P10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.11
P37300.10.11
P40390.08.12-2
P37590.07.13-1
P45270.05.14
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC 10130.06.16-3
PLYG-10130.06.16-1
PUSA-035-02-01
PUSA-055-02-02
PUSA-089-02-01
JX20H7A
RX14E8A
DX23D8B
DX23D8A
Test Name/Report
TAS 103
TAS 103/ASTM D4798 & G155
ASTM D1970
TAS 103
ASTM D 1623
TAS 103/ASTM D4798 EaG15.5
TAS 110/ASTM D4798 &7947;)
ASTM D 1623
ASTM D6164
TAS 103, TAS 110 & ASTR' b:1623
ASTM D1623
TAS 103 & TAS 1140•••••
ASTM D 1970 & TAS.1 }0 •:
TAS 103 & TAS 11°0 •
ASTM D1970 & TASSI1Q'.
.. .
TAS 103
TAS 103
TAS 103/ASTM D4798 & G155
•
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G155
Date
12/04/08
04/13/09
07/01/10
03/02/11
•Qg/•26/11
`'. QPb0'1/11
•
••10/19/11
Ot47/12
09/02/13 •
.• 05/:2/14 •
•••10/53/14 • •
: • •1•01/07/14
• lA/17/14
• 06/27/16
• 06/27/16 •
•••• • •
$19,9/06
12/10/07
07/06/09
•
••
•
•
•
.•
•
04/01/08
11/09/09
02/18/10
02/18/10
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below.
MIAMI•DADE COUNTY
APPROVED
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
MIAMI O*DE COUNTY
APPROVED
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1:
Deck Description:
System Type E(1):
Anchor/Base Sheet:
Fastening:
Membrane:
Surfacing:
Deck Type 1:
Deck Description:
System Type E(2):
Anchor/Base Sheet:
Fastening:
Membrane:
Surfacing:
Deck Type 1:
Deck Description:
System Type E(3):
Anchor/Base Sheet:
Fastening:
Ply Sheet:
Membrane:
Surfacing:
Wood, non -insulated
Min. 19/32" plywood or wood plank
Anchor sheet mechanically fastened to deck, membrane adhered
One or more plies of ASTM D 226 Type II or ASTM D 2626.
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Maxi Pplystick
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plps, self-adheted.. . •
See General Limitations Below.
Wood, non -insulated
Min. 19/32" plywood or wood plank
• . .
.. . •• •
. . .
..•
.
•
....
• •
•. • .
• •
Anchor sheet mechanically fastened to deck, membrane adhered •' • •
•
••
• .
• •
• • •
•••
••
• •
One or more plies of ASTM D 226 Type II or ASTM D 2626. : • • • •
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a m,nvinmum 4"•1 ad lap. (fir • • •
base sheet only)
••
Elastoflex S6 G, hot asphalt applied
See General Limitations Below.
.
•
••
Wood, non -insulated
Min. 19/32" plywood or wood plank
Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
One or more plies of ASTM D 226 Type II or ASTM D 2626.
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical
laps.
Polystick TU Plus, self -adhered.
See General Limitations Below.
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 4 of 8
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/�" and end laps
shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of
the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building
code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling Tl
membrane from the center outward in both directions. • • ••• • •
•
5. For ridge applications, center the membrane and roll from the center outward in both directions. • • • • • • •
6. Roll or broom the entire membrane surface so as to have full contact with the surfac>s ,fig special attentionri •
to lap areas. . . •
••.• .• ..• .•
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly, ct►rrent Product Contraoa:
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.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications. •• • • •
•
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblieskhe•maximum Fqf slope
shall be as follows: (See Table Below) • ••
•
•
Tile Profile
Polystick MTS
Elastoflex
S6 G
Polystick TU Plus, TU P, '
Tile Pro, Dual Pro
Polystick •
TU•1Ylsi. •
Polystick
MTAPLijs
Flat Tile
Prohibited
without battens
4:12
6:12
6.1'? • • •
x,:12•.
Profiled Tile
Prohibited
without battens
4:12
6:12
6>1•2 .• •
• •.
4:12
••
•
•
•
The above slope limitations can be exceeded only by using battens in accordance with the Approved ti1e Syste• m
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall
be utilized during loading and installation of tiles.
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for
all underlayments except Polystick MTS which shall be loaded onto battens.
MA MI WIDE COUNTY
APPROVED
6
Roofing Tiles
(6 Max. Per Mack)
12
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 6 of 8
•
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products, wind uplift resistancep and fire
testing results. •• •• • • • ••
•• • •• • •
• •• .
•
•• •
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK •SG�tMBRANES
•
• • • • •
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE :I!JC. PPLLCATJONS. • •
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOM,1 IWATIONV...
'
• •
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood;ecks.; ,salers art •
•
cautioned to refer to applicable local building codes prior to direct deck installation to:ervtg this l acceptable'
Please also refer to applicable Product Data Sheets of the corresponding products. '"•'""• • •
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 S/S" metal disk as
required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being
back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be
taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified
Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
MANMADE COUNTY
APPROVED
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 7 of 8
•
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Sereikees
Department at 1 (800) 894-4563. • •••• •
• •••
• •
14. Polyglass recommends that applicators follow good roofing practices and applicable pry ores an• gtil�tled by ••
the National Roofing Contractors Association (NRCA). • •
•••. . •
. • . • •
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEeI W APPLH XTSONS. • •
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMAIE ATIOVS: •. •
•
END OF THIS ACCEPTANCE
• . •
• •
•
•• • • •
• ••
••• ••• • • •
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 8 of 8
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ICP Adhesives and Sealants, Inc.
12505 NW 44th Street
Coral Springs, FL. 33065
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. mia midade.eov/eeonomv
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 Coupty 'tgduct Cont el Section •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thYrigft to hale thi§ product • •
or material tested for quality assurance purposes. If this product or material fails to perform me acceptdd ntanner, tile' • •
•
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, moody, or susifend the ow, ..:
of such product or material within their jurisdiction. RER reserves the right to revoke, kis acceptanfey if if is • •
determined by Miami -Dade County Product Control Section that this product or material fails tq meet tbe regutremenis
of the applicable building code. • • • • ••
This product is approved as described herein, and has been designed to comply with•:fhe. F•lorida�Butlding Code •
including the High Velocity Hurricane Zone of the Florida Building Code. . • . .•
•
... •
••
•.
•
•
•
DESCRIPTION: ICP Adhesives Polyset® AH -160
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 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
•
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: 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 design 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:
Product Dimensions Test
Specifications
TAS 101
ICP Adhesives
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30&100
N/A
ProduCt.ReSt iption• • • •
•
. . .
..• .
Two component pot}httthane foam adhesive •
•
.... .
. . . .
.... .. ..
Dispensing Equipment .... • .
. .
..• ..
. ..
Dispensing Equipmer • ..
•
. . •
.• •
.
•
•
... •
•.
..
• •
•
.
•
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
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
Note: The physical properties listed
accepted ASTM test methods
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
Results
1.6 lbs./ft.'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
ASTM D 2856 86%
above are presented as typical average values as determined by
and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
•
EVIDENCE SUBMITTED:
Test A>:encv 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 Q4/303
•
Southwest Research Institute 01-6743-011 ASTM E 108 1,06/94 •
01-6739-062b[1] ASTM E 84 • 01/1p/95• •
•••• • •
•
•
Trinity Engineering 7050.02.96-1 TAS 114 • • • . 03/J'196
P36700.04.12 ASTM D 1623• • 04/18/12 • •
P39740.02.12 TAS 101 • • • • g/%2.1 /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 03/02/99
520191-1 TAS 101
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
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 Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive
with their tile 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 61 G20-3 of the Florida Administrative Code.
MANMADE COUNTY
APPROVED
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
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 tile 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 jvlainlenance.R. pet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed b' ICS' Adhesi oes and•
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicaflfr ethe authority having
jurisdiction.
.....
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is iesauised befdtpAglicatiop....
of any adhesive. The mix ratio between the "A" component and the "B" component shall jmaintpinecs betweq: • • •
1.0-1.15 (A): 1.0 (B). • • • • •
•
6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser 11# 000 or ICP •.
Adhesives ProPack® 30 & 100 dispensing equipment only. .
.
•
7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. • • • • • •• • •
8. 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.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement 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_
' °I•.. ••••
• •
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at '
head of file 9-11 sq. inches of '
•I
overlap
1•••
•
• 1'2 grarps'pepaddy ,
. ; • • • • • • • • '
•••• • •
•.•
•
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal •
edge) 20-25 sq. inches each • •
bead ••
••••••
•
• • • 17 grams, psr bead ...
•
• • • • • • ••••
••••••'
•
•
•34
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches •
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.
AFSOVEin
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
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 ippli.adhesive
contact with the underside of the ti1� •...'
•• •
•••.
• •
•..•
Medium Profile / Double'Cil
' e •
•• •
• • •
.••
•
•
• • •
•• ••
•
•
•
• •
•
•
1. Starting at the eave coQrse'agply a minimum 2" •
(50.8 mm) x 10" (254 mm) x 1" (21.4'rtiM) foan2
paddy onto the underlaroent:positiotied a,s shovgrt • • •
under the pan portion of the tile closest'tothe
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 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.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
MIAMFDADE COUNTY
APPROVED
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'' j50.8mihr •
x 7" (177.8 mm) x 1" (254 q foam•RiekTi.onto the •s
underlayment positioned gS amp vn under the
• •
strengthening rib closest totbc overloclt of tte tile•
•
being set. •••• • • • •
3. Continue in same manner 4Insnre approximately 10" •
(64.5 cm2) - 12 (77.4 cm2StIitje inch adhesive
contact with the underside of the tile. • • •,••••
• •
•
.•
•
•
•
•
• . .
.• • ••. • • •
• •
•1
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. 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 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
MIAMI-DADE COUNTY
APPROVED
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 minimufi.2: (50.8mi ....
x 7" (177.8 mm) x1"(254Wm; foam paddy onto the .•
underlayment positioned as strewn undel•the pan •
portion of the tile closest t0 !Ir. Overlock orf the tile
being set. . .•. .
..•. •.•..
•• •
3. Continue in same manner.iAsurie appraciu�t' ely 17'• • • •
(109.7 cm2) - 19 (122.6 cirl2fisivare inch adhesive .
contact with the undersid$ oPthh tile. • • •
•
. . .
.. •
.
• •
••• • • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Flat/Low Profile Tao
Medium ProflleTile
MIAMI•DADE COUNTY
APPROVED
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. f tltt ,tile
•• ••••
• . .
•••
• •• • ••
•
•
•
2. Apply a 4" (101.6 mm) jc.Q".(,101.6 rnn1) x 1" (217
mm) foam paddy onto tbeAnderlayrgent jitst behYV►• •:
the second course line positidned fdartjidy
under the strengtheninvitli ter flat tile, or under tL*. • •
pan portion of the tilemlosest to the un&rlock few
•
the second course tile to t ipstalled. Insure • •
approximately 8-9 int t51.6-58.1 cal;) Qf gdhesnve• • • •
• .
contact with the undersidaof the tire.
.. . ••• • • •
••
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
High ProflieTiia
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 (71 cm2) 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. Coptinue jn same manner.
.• . .. .
•. •
•• .
•
•••• • •
• • ••
• •
•••• •• ••
• •
• •
•. •• •
• • •
•
••
• •
• •
• • 1
•
• • • •
• •
• • •
• • •
•
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
Two PIECE BARREL
1) Place enough adhesivatoachkw65 to 70 sq. in.
in contact with the pan tile.
2) Turn covers upside down. Place adhesive (n
to 1 in.from outside edge of carotins.
on
Thea batthe tile. Ensure 20 to/
25 sq. in. contact area. -s0
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 m .nner bringing'tEd pan
courses up toward the fjdg. Insure.. •
approximately 65 (41 j,4,gp2) — 70.0P5.1•.6 cm2
square inch adhesiva,a dtact with the undersicje
of the pan tile. ••••
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3. Turn covers upside dovzwercposir! tho undersi4 ..•
of the tile. Apply a n'dnitdum 1" 65.a mm) x 40•. • •
(254 mm) bead of adlt€04 directly do the inner • •
edge of each side ofThe cover tild.l.e.e
approximately 3/4" bp. ninl) to 1:'.(.25.4 mm)'
from the outside edge of the tile, inwn , 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) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
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