RF-19-2731Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
D_T_ � a 1
KME
Issue Date:11/20/2019
Parcel Number
169 NW 104TH ST, Miami Shores, FL 33150 1121360131370
Contacts
Permit NO.: RF-11-19-2731
Permit Type: Roof
Work Classification: Tile
Permit Status: Approved
Expiration: 05/18/2020
John Garcia JTRS Owner JOHN BUSTA ROOFING INC Contractor
169 104 JOHN ROBERT BUSTA
300 NE 91 ST, MIAMI SHORES, FL 33138
Business: 3052199699
Inspection Requests:
Description: RE -ROOF SLOPED ROOF . TILE OFF CONCRETE Valuation: $ 22,000.00 Inspec i n Re
COLOR THRU BACK ON
49
Total Sq Feet: 2,400.00 11
Fees
Amount
Application Fee - Other
$50.00
CCF
$13.20
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$4.40
Roofing Fee
$250.00
Scanning Fee
$9.00
Technology Fee
$7.50
Total:
$341.60
Payments
Date Paid Amt Paid
Total Fees
$341.60
Check # 2244
11/20/2019 $291.60
Check # 2242
11/15/2019 $50.00
Amount Due:
$0.00
Building Department Copy
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 zoning. Futhermore, I aythol_ze the above named contractor to do the work stated.
Authorized Signature: Owner
/ Applicant / Contractor / Agent
Date
November 20, 2019 Page 2 of 2
Miami Shores Village EN'rMHED
• Building Department NOV152019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY -
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201
BUILDING Master Permit No. 19 - 2231
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
169 NW 104 Street
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): John Garcia Phone#: 917-573-0947
Address: 169 NW 104 Street
City:
Miami Shores StaFlorida 33150
te: Zip:
Tenant/Lessee Name: N/A Phone#: e
Email: johngarcia@msn.com
CONTRACTOR: Company Name:
John Busta Rfg. Inc. Phone#: 305-219-9699
Address:
300 N.E. 91 Street
City:
Miami Shores State: Florida Zip: 33138-3130
�
Qualifier Name:
John Robert Busta Phone#: 305-219-9699
CCC
State Certification or Registration #: -058048 Certificate of Competency #: N/A
DESIGNER: Architect/Engineer: N/A Phone#: N/A
Address:
N/A 8l 14 City: N/A State: N/A Zip: N/A
Value of Work for this Permit: $ 22,000.00 Square/Linear Footage of Work: 2400 s.f.
Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace
Description of Work: Reroof sloped roof. Tile off concrete color thru back on
❑ Demolition
Specify color of color thr0*111e.e '-"N/A
Submittal Fee $ i'i �� t�Permit Fee S4 CCF $ CO/CC $
Scanning Fee $ 4-m - ` '.Radon„F�e.$ DBPR $ Notary $
Technology Fee $ Training/Education Fee $
Structural Reviews $
Double Fee $
Bond $ 566,
TOTAL FEE NOW DUE $
(Revised02/24/2014) � L k G
s v.
Bonding Company's Name (if applicable) N/A
N/A
Bonding Company's Address
city N/A State N/A Zip N/A
Mortgage Lender's Name (if applicable) N/A
N/A
Mortgage Lender's Address
N/A
City
N/A
State
N/A
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 insp n which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection wjirnot be proved and a reinspection fee will be charged.
OWNER or AGENT
The foregoing instrument was acknowledged before me this
12th. day of November 20 2019 b
John Garcia y
who is personally known to
me or who has produced b� C7F7 W. 4'W ;72' Z1'0;Z0 as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal: My C�OpM�M�ISSION t GG 25M
o�= EXPIRES. September 5, 2022
'f eF �`;°�r Bolded ThN Nawy Ptkk UwWipoen
s**s*sssss****s******::ssssssss
APPROVED BY `k 0
Signature (�
CONTRACTOR
The foregoing instrument was acknowledged before me this
12th. day of November o 19 by
John R. Busta
who tersonally know o
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
r
i✓ YDA GkMERREZ
:�•• �;; SORA
MY COMMISSION N GG 25W99
�'/ ���;e� I M1!!'• Banded Tft N.Wy Pubk Und-V~ftM
I / Plans Examiner Zoning
(Revised02/24/2014)
Structural Review
Clerk
F
JIMMY PATRONIS
CHIEF FINANICAL OFFICER STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * *
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 11 /19/2019
PERSON: JOHN R BUSTA
FEIN: 651013141
BUSINESS NAME AND ADDRESS:
JOHN BUSTA ROOFING INC.
300 NE 91 STREET
MIAMI, FL 33138
SCOPE OF BUSINESS OR TRADE:
Roofing - All Kinds and
Drivers
EXPIRATION DATE: 11/18/2021
EMAIL: JRBUSTA300@AOL.COM
IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under
this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply
only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be
exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the
person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a
certificate at any time for failure of the person named on the certificate to meet the requirements of this section.
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01061315 QUESTIONS? (850) 413-1609
Local Business Tax Receipt
Miami —Dade County, State of Florida
—THIS IS NOT A BILL — DO NOT PAY
4378154 RECEIPT NO.
RENEWAL
BUSINESS NAME/LOCATION 4569308
JOHN BUSTA ROOFING INC
300 NE 91 ST ST
MIAMI SHORES, FL 33138
EXPIRES
SEPTEMBER 30, 2020
Must be displayed at place of business
Pursuant to County Code
Chapter BA — Art. 9 & 10
OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED
JOHN BUSTA ROOFING INC 196 SPECIALTY BUILDING BY TAX COLLECTOR
JOHN R BUSTA, QUALIFIER CONTRACTOR
51.75 11 /11 /2019
Worker(s) 3 CCC058048 ECHECK-20-033592
This Local Business Tax Receipt only confirms payment of the Local Business Tex. The Receipt is not a license,
permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec Ba-276.
ru®QED For more information, visit www.miamidode.goy/taxcollector
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation qsuTnce coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELYYU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS. 1
Signature:
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this day of �pj, 20J_�__.
By 6912/2 (57Q M Qo _ who 's personally known tb me or has produced
n as identification.
Notary:
SEAL: SORAYDA GUTIERREZ
R MY comet ioN # GG 25M
BMW Thm Notoy PLek LIMW ikrs
John Busta Roofing, Inc.
300 NE 91 Street Miami Shores, FL 33138
phone: 305-219-9699 email: jrbusta300&aol.corn
November 14, 2019
State of Florida
County of Miami Dade
Before me this day appeared John Robert Busta who being duly sworn, deposes and says
that he will be the only person working on the project located at 169 NW 104 Street.
Sworn to (or affirmed) and subscribed before me this November 14'h. 2019, by
Personally known X
Print type or stamp Name of Notary
:=
SORAYDACUTIERREZ
MY COMMISSION S Gf3 25 01
=a
I�RE•S::�Sye�pWmybper5,,220�222�
p�EX
® /I.Y�PubkUnWwdbn
Miami Shores Village
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. 1I Q -3
To: Miami Shores Village Building Department Datea•�%9
74
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: O/,//,/ GA,e 41A
Property Address: lr0 9 "Z65V J77
Roofing Permit Number:
Dear Official: ,
�Li/ gAkd-14 certify that I am not required to retrofit the roof to wall connections of my
building because:
XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000,00. Please attach proof of ad
valorem taxaWfi,.,
❑ The buj(dina was
of 1994
State of Florida
County of Dade
in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
Florida Building Code (1994 SFBC)
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day of kA� er
Notary Public, Sate of Florida at Large �p
i� .. •• SORAYDAGUTIERREZ
.• ._
MY COMMISSION # GG 255699
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.0 nd the buH •' °• IRE September 5, 2022
g EXPIRES. September
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mir
Revised on 5/21/2009
Property,Search Application - Miami -Dade County
8/21/19, 9:47 AM
Address Owner Name Subdivision Name Folio
SEARCH: 169 nw 104 st
PROPERTY INFORMATION
Sub -Division:
MIAMI SHORES SEC 5
Property Address
169 NW 104 ST
Owner
JOHN GARCIA JTRS
CARLOS J AVILA JTRS
Mailing Address
169 NW 104 ST
MIAMI SHORES, FL 33150
PA Primary Zone
0800 SGL FAMILY - 1701-1900
SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY _ 1 UNIT
Beds / Baths / Hall
2/2/0
Floors
1
Living Units
1
Actual Area
1,752 Sq. Ft
Living Area
1,728 Sq. Ft
Adjusted Area
1, 623 Sq. Ft
Lot Size
12,200 Sq. Ft
Year Built
1951
Featured Online Tools
Comparable Sales
Report Discrepancies
Value Adjustment Board
Suite 4
Glossary PAAdditional Online Tools Property Record Cards Property Search Help
Report Homestead Fraud Special Taxing Districts and Other Tax Comparison Tax Estimator
Non -Ad valorem Assessments
ASSESSMENT INFORMATION 9
Year
Land Value
Building Value
Extra Feature Value
Market Value
Assessed Value
2019
2018
2017
$275,296
$262,514
$262,514
$154,380
$156,262
$111,221
$43,542
$43,996
$0
$473,218
$462,772
$373,735
$232,207
$227,878
$177,055
BENEFITS INFORMATION 9
Property Taxes
TRIM Notice
Benefit
Type
2019
2018
Save Our Homes Cap
Assessment Reduction
$241,011
$234,894 $19(
Homestead
Exemption
$25,000
$25,000 $2F
Second Homestead
Exemption
$25,000
$25,000 $2!
Note. Not all benefits are applicable
to all Taxable Values (i.e. County, School Board,
City, Regional).
https://www8.miamidade.gov/Apps/PA/propertysearch/#/ Page 1 of 3
4
t Ll ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Y.0 PT
�.
`
I Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
i
1
Section A (General Information)
i
1
Master Permit No. Process No. •
1
• • 0.
Contractor's Nam • • : • •
j •
Job Address ... ; , •
ROOF CATEGORY •••••• �•••••
•..!••
❑ Low Slope ❑ Mechanically Fastened Tile MortaV/ ;geesleve Set Tiles: •
• • • •
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood•Shingies/Shakes •
• • •
•
• • •
❑ Prescriptive BUR-RAS 150 •
•
0001.0
ROOF TYPE : • • • '
• •
• •.
❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recoyarye
i •
ROOF SYSTEM INFORMATION
1
Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) Total (SF)
Zq
1
1
1
Section B (Roof Plan)
i
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
1
Q
0
..
ME
0
M
ON
ME
MENNEN!
ON
►MEN!
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NNNE
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M
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, [CC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun g, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
I
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
I
a
Section D (Steep Sloped Roof System)
1
Roof System Manufacturer: &ML �-7 �
Notice of Acceptance Number:. V/ -- 04tw - 0'
1
n Wind Pressures, If A • • •
Minimum Design pp icable (From RAS 127 or Calculations):
1 "":'
_ • R • • •
Pi P1: — P1: (�t7i•••••
r
r•r•••
•
'•r••i•
••r• • •
Deck Type: //'''' •••• •
• r
1••••r
Type Underlayment: 3 ,t „
I
t toooqf 1pe: � �/r�i /J � � � :-•�.-�-•-
� 1 •
•
1 '.
1......
Insulation:
1..... •
t
Fire Barrier:
I
Ridge V Y abon?
1
Fastener Type & Spacing:
Adhesive Type:
1
Type Cap Sheet: `
1
1
Mean Roof Height:
Roof Covering:'�C
1
Type & Size Drip`
1
Edge:
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 lun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form. 0
Section E (Tile Calculations) • • •
For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the valulsf�qq�rr��•l1 j�vvlIf. If the M, values
are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is accepfable.
Method 1 "Moment Based Tile �Ca�l�culations Per RAS 127" "' • •
(P1: x X M =/ rl�-) - Mg: = Mr, / 7 D Product Approval M, 3� �' • •• • •'
(P2' xxt _.) - Mg:h= Ma Product Approval M, J ?S, %' '' • • •
(P3;&x7u -� i) - Mg:6. = M;M Product Approval M, •. • •
Method 2 "Simplified Tile Calculations Per Table Below" ; 0.0
Required Moment of Resistance (M,) From Table Below Product Approval M, • • •
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
30.4
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 6 _ = Fr, _ Product Approval F'
(P2:_ x L _ = _ x w: = _) - W: _ x cos 0 _ = F2 _ Product Approval F
(P3:_ x L _ = _ x w: = _) - W: _x cos 9 - = 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 by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
Product Approval
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 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
t s I 1 1 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.
MIAMa DE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 %1.JOV 15-2599
NOTICE OF ACCEPTANCE (NOA) ' W.ww..niarnld•aae.g°vie�°"o11,�• •
...... . ......
Boral Roofing, LLC •
7575 Irvine Center Drive, Suite 100 ; • • • •;
Irvine, CA 92618 • • • • .....
SCOPE: • • • • • • ......
This NOA is being issued under the applicable rules and regulations governing the use of adtis' 41ion materials. The •
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pioduct'Contr0l 444on to'W • • •
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdk J1-pn tAHJ)* :....:
..
. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Corit;X1. ection
(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: 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 revises NOA No.18-0509.15 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino in
NOA No.: 19-0408.02
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufa;turpd.BoraMRoofing LL•C"
in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure r&uirhients, as •
determined by applicable Building Code, do not exceed the design pressure values bbEa`ined by calculations In• 0
compliance with RAS 127 using the values listed in the installation section herein. floeo Optotachmelit calculatiobt
....
shall be done as a moment based system. 000000 : ""' .....
2. PRODUCT DESCRIPTION
Manufactured by
ADDlicant Dimensions
Barcelona 900 Length = 17"
Width = 13"
''Y? thick
...... . ... .....
.. .. .. . ......
Test
#roauit •
Specifications
Dacriedon :....:
TAS 112
High profile, interlocking, one-pi8c4,.'S'shaped,
Type — la
high-pressure extruded concrete roof tile
equipped with three nail holes. For direct deck
or battened nail -on, mechanically fastened,
mortar set or adhesive set applications.
Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete
Width: varies roof pieces for use at hips, rakes, ridges and
varying thickness valley terminations manufactured for each file
profile.
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name
ICP Adhesives Polysee AH-160
TILE BOND" Roof Tile Adhesive
DAP Foam Touch N Seal
StormBone 2 Roof Tile Adhesive
Product Description
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof file adhesive.
Two component polyurethane
foam adhesive.
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
Manufacturer
(With Current NOAI
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
Dap Foam Inc.
NOA No.: 19-0408.02
MMMMADECOUNTY Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 2 of 7
2.3 SUBMITTED EVIDENCE:
Test Aeencv
Test Identifier
Test Name/Revort
Date
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 104A)
:""' • • • • • •
Redland Technologies
7161-03
Wind Tunnel T89tinp
: •Dee? 1991 •
Appendix II
TAS 108(N%1*;Q►I .
.
Redland Technologies
P0402
Withdrawal RgiostanV
; .$%L 1993' '
Testing of screw vs". t1dooth
""'
shank nails :":
•• :•: •••••
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel Tasting
Aag. 1994 •.
1994
TAS 108 (Nail -On) •
;...;. """
Redland Technologies
P0631-01
Wind Tunnel
July 1994 :"' •:
TAS 108 (Mortar Set)
'
Professional Service Industries, Inc.
IC-1320-94
Physical Properties
Feb. 1995
TAS 112
The Center for Applied Engineering, Inc.
25-7688-3
TAS 101 (Adhesive Set)
June 1996
25-7688-10
TAS 101 (Mortar Set)
July 1996
The Center for Applied Engineering, Inc.
25-7688-5
Static Uplift Testing
June 1996
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
The Center for Applied Engineering, Inc.
25-7688-4
Static Uplift Testing
June 1996
TAS 102
(4" Headlap, Nails, Clips)
Celotex Corporation
520111-3
Static Uplift Testing
Dec. 1998
Testing Services
520191-2-1
TAS 101
March 1999
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
09/01/16
Walker Engineering, Inc.
Evaluation
Restoring Moments Due to
09/01/16
Calculations
Gravity
American Test Lab of South Florida
RT0617.03-16
TAS 112
06/29/16
PRI Construction Materials Technologies
COPO-002-02-10
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
PRI Construction Materials Technologies
COPO-002-02-02
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
PRI Construction Materials Technologies
COPO-002-02-01
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
NOA No.: 19-0408.02
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 3 of 7
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
require, 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 RpMatory
and Economic Development — Product Control Section for review. : .' . a 000 • ;'
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Stai;dwds•listed
section 4:1 herein. •
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to tho roof slope unless stated' • • •;
otherwise by the underlayment material manufacturers published literature. ... • .....
3.6 This acceptance is for wood deck applications. Minimum deck requirements shatl•1 a i4 comp jiatWwith • • : • •
applicable building code. " • • • •
. . . . ......
. . ......
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
Weight-W (Ibf)
1
Length-1 (ft.)
Width-w (ft.)
1
Barcelona 900
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers - A (W)
Tile Profile
A (W)
Batten Application
A (ft3)
Direct Deck Application
11
Barcelona 900
0.286
0.301
Table 3: Restoring Moments due to Gravity - M9 (ft.-lbf)
14,
Tile
Profile
219:12"
3":12"
411:12"
5":12"
614:12"
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
1 6.19
7.00
6.19
1 6.90
1 6.06
6.76
1 5.92
6.60
1 5.76
6.42
NOA No.: 19-0408.02
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15132"
(min. 19132"
•
•
plywood)
p119dod)
• • •19.4
Barcelona 900
2-10d Ring Shank Nails
28.6
OV.7'
' "'
1-10d Smooth or Screw Shank
Nail
5.1
•2.8 ; • •
••••••
2-10d Smooth or Screw Shank
6.9
.l 2 %
..7.3 • •:
Nails
.. ..
•
.. . ...
1 #8 Screw
20.7
. • •
. 18.1
2 #8 Screw
43.2
'43.2 '
:... 5U9.8
1-10d Smooth or Screw Shank
23.1
3.4 :
7 . .19.0 ; • •
l (Field Clip)
•
1-10d Smooth or Screw Shank
29.3
29.3
24.0
Nail Eave Clip)
2-10d Smooth or Screw Shank
27.6
27.6
38.6
Nails Field Clip)
2-10d Smooth or Screw Shank
38.1
38.1
41.8
Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15132"
(min. 19132"
plywood)
plywood)
Barcelona 900
2-10d Ring Shank Nails'
33.1
48.1
45.2
1 Installation with a 4" tie
headlap and fasteners are located a min. of 2'/z" from head of tile.
Table 6: Attachment Resistance Expressed as a Moment Mr (ft-lbf)
for Two Paddy Adhesive' Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Tile BondTM"One Component Roof Tile Adhesive
29.32
ICP Adhesives Polyset@ AH-160 two -component foam
29.33
DAP Foam Touch N Seal StormBond®2 Roof Tile Adhesive
664
1 See manufactures component approval for installation requirements.
2 TILE BONDTm Roof Tile Adhesive; Average weight per paddy 10.7 grams.
3 ICP Adhesives and Sealants, Inc.'s ICP Adhesives'Polyset AH-160; Average weight per paddy 8 grams.
4 DAP Foam Touch N Seal Storm Bond® Roof Tile Adhesive Two -Component; Average weight per paddy 8 grams.
NOA No.: 19-0408.02
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 5 of 7
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum j%ttaghment
. . Resi$tddee ...
Barcelona 900
ICP Adhesives Polyset® AH-160 two -component foam
' 6Ea5 ::.
4 ICP Adhesives Polyset® AH-160 two -component foam
6 0.;.. 38.760
.
DAP Foam Touch N Seal StormBond®2
* • • • • 6p.; �;
•
DAP Foam Touch N Seal StormBond®2
...82 8 • •.
..,
5 Large paddy placement
of 63 grams
• • • • • •
see
6 Medium paddy
placement of 24 grams
000000 •
7 Medium paddy
placement of 30 grams
8 Large paddy placement
of 60 grams
• • '
:..
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set9
24.5
9 Seespecific mortar manufacturers Notice of Acceptance
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".
ra-l"D
LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 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 order to
properly evaluate the installation of this system.
NOA No.: 19-0408.02
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 6of7
PROFILE DRAWING
NAIL HOLES
17"
UNDERLOCK
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 19-0408.02
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 7 of 7
MIAMN ADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidedeg;w economy
Polyglass USA Inc. • • • • 0 • •
II11 W. Newport Center Drive
Deerfield Beach, FL 33442
...... . ......
SCOPE: • • • • • • • • • •
.
...... . ... ......
This NOA is being issued under the applicable rules and regulations governing the use of coadmeiion materials. The • • •: •
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prgdap, Control Sdttion 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 Corltror 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: 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.15-0410.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino.,
NOA No.: 17-0614.22
MLAMMADE COUNW Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category:
Roofing
Sub -Category:
Underlayment
Material:
SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test
Pro":. + •
Product
Dimensions
Specification
•
Descri iat •
Polystick IR-Xe
65' x 3'33/8"
ASTM D 1970
+.+++
A fine granular/sand top surfacg'.Sgjl adher Yjg.aP ..:..'
Manufacturing
Or 65' x 3'
polymer modified, fiberglass rgjtlfyted, bitua inbus • • +.:.
Location #1 & #2
60 mils thick
sheet material for use as an underlayment in sloped roof -
assemblies. Designed as an ice &rain shie$d • • """
Polystick Dual Pro
61' x 3'33/8"
TAS 103 and
A rubberized asphalt self-adhjring,*41ass-fi�berApolyestei� 0
Manufacturing
60 mils thick
ASTM D 1970
reinforced waterproofing membrane. Designed as a
Location #2
metal roofing and roof tile underlayment.
Polystick Tile Pro
61' x 3'33/8"
TAS 103 and
A rubberized asphalt self -adhering, glass-fiber/polyester
Manufacturing
60 mils thick
ASTM D 1970
reinforced waterproofing membrane. Designed as a metal
Location #2
roofing and roof tile underlayment.
Polystick TU Max
65'8" x 3'3-3/8"
TAS 103 and
A rubberized asphalt self -adhering, polyester reinforced
Manufacturing
60 mils thick
ASTM D 1970
waterproofing membrane. Designed as a a roof tile
Location #1 & #2
underlayment.
Polystick TU P
32' 10" x 3'33/8"
TAS 103 and
A rubberized asphalt waterproofing membrane, glass -
Manufacturing
130 mils thick
ASTM D 1970
fiber/polyester reinforced, with a granular surface
Location #2
designed for use as a tile roof underlayment.
Polystick TU Plus
65' x 3'33/8"
TAS 103 and
A rubberized asphalt self -adhering, glass-fiber/polyester
(Surface Printing)
80 mils thick
ASTM D 1970
reinforced waterproofing membrane. Designed as a metal
Manufacturing
roofing and roof tile underlayment.
Location # 1 & #2
Polystick MTS
6518" x 3133/8"
TAS 103
A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefmic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polystick MTS Plus
6518" x 3133/8"
TAS 103
A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Elastoflex S6 G
32'10" x 3'3 %"
TAS 103 and
Polyester reinforced, SBS modified bitumen membrane
Manufacturing
ASTM D 6164
with a sanded back face and a granule top surface. For
Location #2
use in roof tile underlayment systems.
NOA No.: 17-0614.22
CMhADADfi COUNTY Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
..
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Renort • • • • •
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
LABELING:
P 10870.09.08-R1
P 10870.04.09
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
RX 14E8A
DX23D8B
DX23D8A
TAS 103 ••••••
TAS 103/ASTM D4798 &.IG155.
ASTM D1970 • •' •.'
TAS 103 ••••••
ASTM D 1623 •
TAS 103/ASTM D4798 & G15e -
TAS 110/ASTM D4798 & 1)1�70•
ASTM D 1623
ASTM D6164
TAS 103, TAS 110 & ASTM D1623
ASTM D1623
TAS 103 & TAS 110
ASTM D 1970 & TAS 110
TAS 103 & TAS 110
ASTM D1970 & TAS 110
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
� T
'17/04/08
"11/09
O'7/0t/10
03702/11
:04Akl11
094Q1/11
' 10410/ 11
08/07/ 12
07/02/13
05/12/14
10/03/14
10/07/14
10/17/14
06/27/ 16
06/27/16
09/29/06
12/10/07
07/06/09
04/01/08
11/09/09
02/18/10
02/18/10
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.
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.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1:
Wood, non -insulated
Deck Description:
Mn. 19/32" plywood or wood plank :goo:*
System Type E(1):
Anchor sheet mechanically fastened to deck, membrane adhered " • • • • • •
• •..:.
•••J•• •
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type II or ASTM D 2626. ...:..
;....:
Fastening:
•
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a nnnnm 4" �eaQldp. (for... • mi
••••
base sheet only) ...
• • • • •
Membrane:
Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick
... goo
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plu j,'solr adherefl.
....:.
Surfacing:
%
See General Limitations Below.
:....:
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: 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)
Membrane: Elastoflex S6 G, hot asphalt applied
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: 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)
Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Membrane: Polystick TU Plus, self -adhered.
Surfacing: See General Limitations Below.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
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 re move 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 obtaifl'M4%tnnum
Remove the release film as the membrane is applied. All side laps shall be a minimum M 3* and end taps shall
be a minimum of 6". Roll the membrane into place after removing the release strip. l ejic al straipin4gf the • • •
roof with Polystick is acceptable. Membrane shall be back nailed in accordance with gppUQable building code:'; • • •
.....
4. When applying the membrane in the valley, start at the low point and work to the higtrpoint, roll A'sAe: .... •
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 surface,- giving special Atentior, ....
to lap areas. 0466.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry
slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Ez osure Limitations (Days)
MTS
IR-Xe
Elastoflex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
Winter Haven FL
180
90
180
180
180
180
180
180
180
Hazelton PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
MAMMAD�ffjgzt, COUNTY Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
8.
9.
Rule 61G20-3 of the Florida Administrative Code.
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 by used in botLadllesive
set and mechanically fastened roof tile applications. ' .. • ; •
Polystick Dual Pro is limited to mechanically fastened roof t. 0 0 0 0 0 • he applications. • • • • •. •
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the lernitations outlined in . •
Section 9. ""
• • • """
......
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of fnortar set tile*...
applications. .. .. • ' • • • •
.. . ......
When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies,�the";ximum roof slope . •
•:fee:,....:. shall be as follows: (See Table Below) �
0
Tile Polystick Elastoflex Polystick TU Plus, Polystick Pol stfClc S stun E3 "•;
y
y
y
y
I. )
Profile
MTS
S6 G
TU P, Tile Pro,
TU Max
MTS Plus
•(
MTS;Itis with
Dual Pro
TU Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:12
6:12
without battens
Profiled
Prohibited
4:12
6:12
6:12
4:12
6:12
Tile
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System
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.
m
a
0
U)
N
m
POLI'SnCKIU Rus
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
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 Poo,
.....
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, PolgstickiViTS......
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptaq . . :..... •
If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Po1WM TU P, Polystick • • • • • •
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a requwA may bg made to tha....
:
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section -for' appro-MI'pibvided...
that appropriate documentation is provided to detail compatibility of the products, widid pptill resi stance pand fitg:..'
testing results. • • • • • ....
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTIM MMBAMA
.. . . .. ......
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLWXYIONS. • •
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is 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 V 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 file 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 T/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.
NOA No.: 17-0614.22
MIAMMADE COUNTY Expiration Date: 09/13/21
IM Approval Date: 07/06/17
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. Itis
...,.,
recommended to refer to applicable building codes prior to installation to verify acceptable silbstratrsg
•'
12.
•; •
The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranss can be furnished
, • • • • •
upon request by our Technical Services Department by calling 1 (800) 894-4563. 660000
; • • • •
13.
Questions in regards to the application of Polyglass products should be directed to our iw6jo rlical Services
• •: • •,
Department at 1 (800) 894-4563. • • •
.. ..
• • "'
• , •
14.
Polyglass recommends that applicators follow good roofing practices and applicable ITocsd>:res as•outlined by
•
the National Roofing Contractors Association (NRCA). 0 • • • • • •
"goes
0
•• • • •,
• ••••••
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIN[ITATIONS OF SPECIFIC APPLIM'MONS.
•
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
MIAMMIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 441" Street :' •"' ,..
Coral Springs, FL. 33065 0'
...... . ......
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of �W0bctiorC M,1tefials. 11;
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Pwidi".Control Section tO.lw..'
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdietiox•CCAHJ). * • • * • • • • • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 1'rQduct Contrpl Secti A.:.
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hild iHit product
or material tested for quality assurance purposes. If this product or material fails to perform in-414accep ed manner, W * 0
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: 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 file adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. J!6*;eribed......
in this Notice of Acceptance. For the locations where the design pressure requirements, as detesnia*ed by.applicable • •
building code, do not exceed the design pressure values obtained by calculations in complianwrith Rootaj ' • .... ; .
Application Standard RAS 127. For use with approved flat, low, and high profile roof rile sy! tBM•using ICP
Adhesives Polyset® AH-160. ." ; • •; •
.... . ... ..
PRODUCTS MANUFACTURED BY APPLICANT:
Product
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:
...... .
.. .. .. . ......
Pro duot'D'efdrintion •
•
• ......
Two component po lare4iane 6vi-adhesi�e .
. ..
Dispensing Equipment
Dispensing Equipment
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:
Tomball, TX.
PHYSICAL PROPERTIES:
Property Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength
ASTM D 1623
Water Absorption
ASTM D 2127
Moisture Vapor Transmission
ASTM E 96
Dimensional Stability
ASTM D 2126
Closed Cell Content 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 Lbs./Ftz
3.1 Perm / Inch
+0.07% Volume Change @ 400 F., 2 weeks
+6.0% Volume Change @1580F., 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.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818-IPA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-589-631
9637-92
01-6743-011
01-6739-062b[1]
7050.02,96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Report
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
'..'
ASTM D 1623
•••.••
ASTM E 108
ASTM E 108
;
ASTM E 84
TAS 114
ASTM D 1623
TAS 101
TAS 123
TAS 101
TAS 101
TAS 101
RAk
04/08/94
12/16/96
10/25/95
jP/04f95
12/1205
• 0 0 0 • •
02/Od/94
00 0 0
11/16194
a IP1"95
03A*4
04/18/12
02/21/12
10/23/98
12/28/98
03/02/99
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.
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 rile 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 rile 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 RYAS V7. Thp'atl4sive • • • • •
attachment data is noted in the roof tile assembly NOA. 9..9 ' &'
......
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance W' U. 8ofing'Apelication" ""
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and i`liainlenance Booklet. :....:
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licenselby*dZ!� Adhesives and • • • • •
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicattlts 18;lie autltogtyhaving• o • •
jurisdijurisdiction... .. •• • •.•...•
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is kqulydd before applicatio& .. ; .
of any adhesive. The mix ratio between the "A" component and the "B" component shall be mainCi edlietweon
1.0-1.15 (A): 1.0 (B). • •
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or I P
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
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
J5-61
Profiles
... • •
Flat, Low, High Profiles
#1
17-23 sq. inches
.' : 45-61
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 a1
.. 2 grams.per�addy...
head of tile 9-11 sq. inches at
% % •
• • •
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
7 gram per bead:"
edge) 20-25 sq. inches each
• • • •
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 the installation of this
system.
MIAMFDiADE COU� NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Igil &=% plank caei.srt ►addy Itian•athTrt i
IrAars r•qukad)
undrrwym•nt '�
* loinrti'��
EawGain.
-4
tor..
`M Fascia
Err. O.sum
Nall through pbstic cement
iwhew reaulred)
paddy 111" it TX*l
llnd.rl•y 0" t
-;r
2l �rsx � •,
en.wtd• �►�
fattens optional .
6•v tnn►s• ` Fascia
KA lhroagh pl•selc
twhan requAre�d!
Fwddy ldrn.•thTllrl
V"dw*y1W t a
toyn.x
.F
2 in.wlda
battens
opllonal °
Eara courm
Fasda
Weephofe
if h► In.
fare dosure
.i
Crip•dga
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:ib pfgsest to the Overlock• • • • •
•
of the tile being set. " • •
2. Continue in same manner ensure approximately 17...:
(109.7 cm2) — 23 (148.40q;.Ijsquare; nth;dhesi %q�... •
contact with the undersWwwt the tile.. ... .0; 0 • •
00 • f • •
•
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 file 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 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 file closest to the
overlock of the file 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
ttall through phatict•mane P.ddylhnstthTik)
twhaw nqulnO
tledaltyWrA •
lrti y .21n.'`�
Batbe t optional •
uvo coon•
• •
` 101nFalcla
�.� 2 1n
Ear. clown
Na+l through plastic cement
(whew required)
Paddy (Raneath Tile)
ndmisyew•et
114"em optional
10 = M.
[aw clesur•
[are cmrso Faseta
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 shqwn ceder the
strengthening rib of the tile•closest to th$•fireilock o f . • • • •
the tile being set. Insure appr@Zffl*ately l7•Q09.7 cmZ) .
00
— 23 (148.4 cmZ) square inch t4hesive oontact with the. • • .
underside of the tile. • • • • • • •
.... . . •
2. At the second course, apply a minimum 2"
0.8mm?': •• -.
x7"(177.8mm)x1"(25.4��foamp�ih:••y
underlayment positioned assbovw under tlje
strengthening rib closest tathe overlock of die tile ....:.
being set. ; • • • ; • • ;
3. Continue in same manner. Insure approldi6e*1y 10"
(64.5 cmZ) - 12 (77.4 cmZ) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
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
file being set. Insure approximately 17 (109.7 cmZ) —
23 (148.4 cm') 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 file
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cmZ) square inch adhesive
contact with the underside of the file.
(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)
Nall thnmo pasik to
O A.n "lad)
/rddr IpowwATiIN
'2 rn.
Battens eptlaeul
e, cep
'e56e
woorpll1
loin.
2In.
Ewe desae
Orip edge
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 pos4ioneli as shojwxu;ider the
pan portion of the tile clos&4 ld t4e ove;lockof the • • • 00 •
tile being set. Insure approximately 17 (2W.7 tm2) ; • • ; •
23 (148.4 cm2) square inch adh6tive contacA with thQ
underside of the tile. • • • • .
.... . .... .
2. At the second course, appl' a.Mm ial mum.2" Z30.8m)• • • •
x 7" (177.8 mm) x 1" (25.1' * J foam paddy onto the'
underlayment positioned a$ shay undgr the pan • • • •
portion of the tile closest to the overloctVf t tile •
being set. • . ..
3. Continue in same manner. Insure approximately 17"
(109.7 cm') - 19 (122.6 cm') 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 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Mnthragh plastic cement Paddy (between ties)
Battersopdonai '
1 Vaddy hinder tlle)
r sin*
mtopoftier
t. 2X Ir 4
• to
2 in.
Eave dCAR
Flat/Low Profile Tile
Haq through pludc eernertt Single paddy under tile
(MM required)
Pa (between ties)
Battens paddy (under tle)
optlonal
pad
1 '
onfop tile`'
iZ 41n. y =. hl
paddyen
01n. ~` 21n.
Eme Closure
Eave Course Fasda
Medium ProflleTile
MIAMMADE COUNTY111111
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 prc�fgg jvg closest
to the ovcrlock of the tile* boino set. Leave """
approximately 4" (101.6•�l yp froi•t4aave ' •
edge free of foam to re.000000
g p yppj �e expanded adhesive •
from blocking the weep Wes. Insurr, o : • • • •
approximately 17-23 in2' •W& %-148.4 cl$�'of
adhesive contact with tim-ir glside of tl� the • • o • •'
••• ••• • •• • w.•...
•
•••• •
2. Apply a 4" (101.6 mm) x 4" tf01.6 Aix► !1" (25.40*"
mm) foam paddy onto thgjffi4rlay4cnt ust below• •.
the second course line positioned foMgp.'ggdy
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 in' (51.6-58.1 cm') of 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 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nall drvogh plastic S6Kje paddy under to*
(when nequked)
Pa&ylbetreeen tiles)
Batten optbnat Paddy(rsderdle)
� . f
1
w�on
4 z 41n.
Sbfie 2 x 4 in.
Pa
top d Ne
a<a.
Weephok
Eve aosm
odpedge
H4h Ptoff%Tile
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/4"
(19 mm) paddy on top of the cave 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 underlock2Df tbe�first course of tile.• • • •..
Install second course of tM. Insure 4Wpjunately •
9 (58.1 cmZ) - 11 (71cm�e.Zlic
se'uAre inch adhesive • • • • • •
contact with the undersi fileat the overlay...:
and 7 (45.2 cmZ) - 9 (58. J Fad square iitv-r
adhesive contact with the. modgrside of tbg file at:.: ; •
the head of the tile. Continua ui samtim5der.
. . . . ......
. . .
.. . . .. . .
. ..
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 adhesive to achieve 6S to 70 sq. in. Steep pitch applications
In contact with the pan tile. (when required)
2) Turn covers upside down. Pla;&dhesive In
to 1 in. from outside edge of covThen install the tile. Ensure 20 t
25 sq. In. contact area.
IUnderlayment
Eave uosuri
(motar shown)
Fascia
Remove top portion of the eaw course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
l . 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 bringingtwo pan
courses up toward the:ridge.•lnsure • • • • • •
approximately 65 (4191tcmt) — N445L6 cm2) •.
square inch adhesive coAVUwith the underside;
of the pan tile. ••••••
.... . .....
3. Turn covers upside dowmeyosing the vuderside. L.'
of the tile. Apply a rn"Ium 1" (T min) x 10:..:.
(254 mm) bead of adl siV directly otr the inner -
edge of each side of the cover tile. JgANL • • • • • •
approximately 3/4" (W mdl� to 1" 125.4 mm) :....:
from the outside edge oi•the tile, iltwaid,•frce 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
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOF
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 permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern 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.'.%e,Q?jpers
initial in the designated space indicates that the item has been explained.
• • • • • •
2.
Renailing wood decks: When replacing roofing, the existing wood roofdeck gave to
• • • •
may
be renailed in accordance with the current provisions of Section R4403. (The reofdeok is ustly • • •
concealed prior to removing the existing roof system).
• • ,
...... . ...
.....
4. V Exposed Ceiling: Exposed, open beam ceilings are where the uriersiddof the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; th&ei'o`re *
• 0 9 0:0
0 •
roofing nail penetration of the underside of the decking may not be acceptable. This ppvides jh%option of
• •
maintaining the appearance. ....
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is,
not ove loaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
d' if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scup rs ' accordance with the requirements of Sections R4402, R4403 and R4413.
wrmg`envsSi ture Date Contractor Signature � Date
lb9Nu le
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;