RF-03-22-737Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
424 NE 105TH ST, Miami Shores, FL 33138
Contacts
IGNACIO AND MARTA PRADO Owner
424 NE 105 ST, MIAMI SHORES, FL 331382043
OBENOUR ROOFING SHEET METAL & Contractor
SUPPLY CO. INC
JAMES OBENOUR
9822 NE 2 AVE SUITE 9, MIAMI SHORES, FL 33138
Business: 3057572612 OBENOURROOFING@AOL.COM
Issue Date: 03/29/2022
Parcel Number
1122310150050
Permit No.: RF-03-22-737
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: Approved
Expiration: 09/29/2022
Sandy Hart
9822 ne 6avenue 9, Miami shores, FL 33138
Business: 3057572612 harttwohart5@aol.com
Mobile: 9548022965
Home: 3057577861
Other: 3053311200
Description: REROOF ENTIRE WITH BUILT UP ROOFING ON Valuation: $ 3
FLAT AND BORAL VILLA COLOR THRU ON SLOPING
Total Sq Feet: 2
Fees
Amount
Application Fee - Other
$50.00
CCF
$18.60
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$6.20
Roofing Fee
$250.00
Scanning Fee (Manual)
$12.00
Technology Fee
57.50
Total:
$351.80
Inspection Requests:
0,650.00
305-762-4949
,533.00
Payments
Date Paid Amt Paid
Total Fees
$351.80
Check# 11259
03/29/2022 $301.80
Check # 11251
03/23/2022 $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 Ming. Futhem�ore, I authorize the above named contractor to do the work stated.
,21
Authorized Sianatu . Owner
I Applicant / Contractor / Agent
Date
March 29, 2022 Page 2 of 2
Miami Shores Village � T 9� 0 d�
Building Department AR 2 2022 D
10050 N.E.2nd Avenue, MiamShores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
By
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
FBC 2027�
BUILDING Master Permit NoF-'FraS
PERMIT APPLICATION sub Permit No.
❑BUILDING ❑ ELECTRIC EY'ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
0. J_ S
Folio/Parcel#: / I ova 3 / 0 / S 00517) Is the Building Historically Designated: Yes NO -
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder) N /i 0 / U T Y( A cY 6 Phone#:
Address: L L N
City: IAIA"i 4 0 r e S State: F1 Zip: 3
Tenant/Lessee Name: /V I/O Phone#:
i
Email:
CONTRACTOR: Company Nay6
mee: O b P
Q/ Address: l �d'a v L
City: / 4 JA1- 1 1lh o r c5 State:
Qualifier
ou ✓
30
33/3
State Certification or Registration #: 00 J0l T 3 0 T Certificate of Competency #:
DESIGNER: Architect/Engineer: /4 / Q Phone#:
Address: City: State: _Zip:
Value of Work for this Permit: $ 3 t4 � Si7 Square/Linear Footage of Work: 2S33
Type of Work: ❑ Addition ❑ Alteration / ID New Repair/Replace ❑ Demolition
Description of Work: � e r Cs C, _(� (>y S 1CA Lt) i �( �Q i I -A v P V o-C-i ✓ti
Dt,��ck �i2c..t ViI(c Ccsla n� o>^
'5(� ih
Specify color of color thru tile: d&/4 Aysl &66
Submittal Fee $ Permit Fee $ 2-5-b • OO CCF $ 2 U0 CO/CC $
Scanning Fee $ 1 Z • 00 Radon Fee $ 3 - 00 DBPR $ SZ• Notary $
Technology Fee $i. T% Training/Education Fee $ 10 , Z-LZ-L� Double Fee $
Structural Reviews $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $ 30 I - EV 0
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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 on 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 /iu9�sv
OWNERorAGENT
The foregoing instrument was acknowledged before me this
day oeq et"L� � 20 a `, by
�fc/Lf4&- ! D ��—`. who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: �'�
Print: ��! �/ .��e".e i
Seal:
Signatur ai�Gt- v
CONTRACTOR
The foregoing instrument was acknowledged before me this
/(144clayof t- 20 1iy . by
JAM e :) // b D be- Ou who is personally known to
as me or who has produced
identification and who did take an oath.
NOTARY PU,BLILI,C:,112
�,
Sign: �"�""—_✓" /�
Print: C4 h f H.--t f-
Seal:
Rlr�
CATHERINEADUFFIN
May1420H219522APPRObnrlte" M1t Fmm E(x✓aminer
Structural Review
CATHERINE A. DUFFIN
MY COMMISSION # HH 089522
EXPIRES: May 14, 2025
Balled Thru Notary Public Underwllers
as
Zoning
Clerk
(RevisedO2/24/2014)
Property Search Application - Miami -Dade County Page 1 of
-OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-2231-015-0050
Property Address:
424 NE 105 ST
Miami Shores, FL 33138-2043
IGNACIO A PRADO TRS
Owner
PRADO FAMILY REVOCABLE
TRUST
MARTA E PRADO TRS
Mailing Address
424 NE 105 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SO
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds I Baths I Half
3/2/0
Floors
2
Living Units
1
Actual Area
3,892 Sq.Ft
Living Area
3,048 Sq.Ft
Adjusted Area
2,968 Sq.Ft
Lot Size
8,250 Sq.Ft
Year Built
1961
Assessment Information
Year
2021L
2019
Land Value
$222,475
$203,155
Building Value
$185,916
$175,455
XF Value
$15,900
$990
Market Value
$424,291
$379,600Assessed
Value
$213,349
$190,668
Benefits Information
Benefit
Type
2021
2020
2019
Save Our Homes
Assessment
Cap
Reduction
$210,942
$188,227
$188,932
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Exemption
$25,000
$25,000
$25,000
Homestead
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
IR LAKE SUB PB 56-15
SIZE 75.000 X 110
11228-1207 09816
Generated On: 323/2022
Taxable Value Information
2021
20201
2019
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$163,349
$145,053
$140,668
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$188,3491
$170,053
$165,668
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$163,349
$145,0531
$140,668
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$163,349
$145,053
$140,668
Sales Information
Previous
OR Book -
Sale
Price
Page
qualification Description
01/3012019
$100
31316-4780
Corrective, tax or OCD; min
consideration
09/01/1981
$155,000
11228-1207
Other disqualified
08101/1979
$95,000
10479-0686
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability. see full disclaimer and User Agreement at http:/hw .miamidade.gov/info/disdaimer.asP 3/23/2022
,r___-_-....:., ;,tame anv/Anns/PA/propertysearch/
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code7th Edition (2020)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information) "R2
vvMaster Permit No. Process No.
�
Contractors Name �1 /`-��� G
Job Address T�7 AAE ��S r/~. All/Asoi
/ ROOF CATEGORY / ,,,,,
E Low Slope ❑ Mechanically Fastened Tile El Mortar/Adhesive get Tilep• ,
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingies•3Sfiakes •' ' • "' • •'
❑ Prescriptive BUR-RAS 150
ROOF TYPE ..
❑ New roof ❑ Repair ❑ Maintenance W, Heroofing •'0P'3eoovefing, ""•
.. .. .. . ......
,// ROOF SYSTEM INFORMATION • , • • , ,
Low Slope Roof Area (SF) 7 3 Steep Sloped Roof Area (SF)-2/ 3 a " :Total fl; ) t 3 3...:.
Section B (Roof Plan)
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 dimension's/of elevated pressure zones and location of parapets.
It
Date
Zoning Dept. Date 2
Building Dept
Subject to compliance with all Federal,
47ttate and Count rules and re ulations.
V_
Permit# -�1 �- 2 Z 39
`owl- i
FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code7th Edition (2020)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Slope Application)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.: 15 FJ cH I q . 17—
Design Wind Pressures, From RAS 128 or Calculations:
Zone 1'-35 Zone 1e G Zone 2:—� Zone 3: !Z2-
Max. Design Pressure, from the specific product
approval system: —S7 �i
Deck:
Type: 6t/00d /7/,t,4-
Gauge/Thickness: 3�r
Slope: A/a r
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer: ✓/w,
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness: 0
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): 1J.12rIA4 4 fic,
Ba a Sheet Fastener Bo ding Mat al:
Ply Sheets)
Ply Sheet Fastener nding Peter I:
°V
Top Ply: 6,&:F I4/A14?—.¢( ZAC i W
Top Ply Fastener/Bon g Mat l:
Wx n%au L�
Surfacing:
Fastener Spacing for AnchorBase Sheet Attachment:
Zone 1': 4 " oc @ Lap, # Rows � @ " oc !/ x �3
Zone 1: L " oc @ Lap, # Rows � @ L " or
Zone2: 4' "oc@Lap,#Rgws.�@ y:49•�/1`�3•• ,
Zone 3: 1.
' oc @ Lap, # RoyA •sue @ _•� + / •/r•
..•
Number of Fasteners Per Insulgt(p&Board: • •
Zone 1':_ Zone 1:_�,org?y_ Zone 3: f
illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Term'snNion, Sjrlppigg, Flashipgw
Continuous Cleat, Cant Strip, @ase ashin$ Goo unterflasAing,
Coping, Etc. m
Indicate: Mean Roof Height, Pirapel Height, }Height of base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
16
woo 4 Mean
Roof
.7L44. yo/r A% , edec Height
FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) 475
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 7th Edition (2020)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Slopec
Roof System Manufacturer.
Notice of Acceptance Numb
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:1g_u Zone 2e: IS?t Zone 2n: Lone 2r:,3-0-1 9 Zone 3e:,k- S Zone 3r.
Deck Type: yJ- ���wrt .. ......
\ Type Undedayment: �F}sJ7Lr p C • • • • • • • .....
Roof Slope:
.....
—�' 12 Insulation:
\Fire Barrier: // • • ;
Ridge Ve tilation? \ Fastener Type & Spacing: Y • t c�f�
rt- \ yo C E(d
Adhesive Type: SELF Ah'Y'r1-0z)
Type Cap Sheet I P�y 9Gj SS % ✓i�A y
n
I Mean Roof Height:"— \ Roof Covering:
Type & Size Drip 6
Edge:
13
476 FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 7th Edition (2020)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from K. it the M, values
are greater than or equal to the M, values, for each area of the roof, then the file attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(Zone 1:-BZ xI IJr= I�A- Mg: 7.41- =Mn rf_J1 Product ApprovalM, 49•S
(Zone2e::12 xa,{�-Mg:%-4L=M /F.74 Product Approval M, yT
(Zone 2n'J;W x A. 411i,= ,-ir ) - Mg: ZAtL = MProduct Approval
(Zone 2r 2.o x a, = 37•Y ) - Mg: 7 Y= M2 Y Product Approval 10,
(Zone 3e:1A6 _ x i 3 •Y - Mg:7 4'-= M.3 1: Product Approval IA � `� � • .
(Zone 3f! x = t��,7 - Mg:'L = M ll Product Approval M� •`7 s
Method 2 "Simplified Tile Calculations Per Table Below" • , „,'
Required Moment of Resistance (M) From Table Below Product Approval M, ......
Mr required Moment Resistance'
•.40
Mean Roof Height Roof Slope
is,
20'
251
W
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4 0.0
59.8
4:12
30.4
322
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 file systems endorsed by the Broward County Board of Rules and
Appeals.
For Uplift based tile systems use Method 3. Compare the values for P with the values for F,. If the F' values are greater than or i
equal to the F, values, for each area of the roof, then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Zone 1:_xL_=_xw.=-
)-W:_xoosr_=Fr,_
Product ApprovalF'_
(Zone 2e:_
x L _
= _ x w: = _) - W:
_ x cos r
_ = F2,
_ Product Approval P
(Zone 2n:_
x L _
= _ x w: = - W:
_ x cos r
_ = F2"
_ Product Approval P
(Zone 2r:_xL_=_xw:=_a-W:_x
cos r_=F2,_
Product ApprovalF•.
(Zone 3e:_
x L _
= _ x w: = ) - W:
_ x oos r
_ = F •
_ Product Approval P
(Zone 3r-xL_=_xw:=--)-W:_xcosr_=F,,v_
Product Approval P_
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analy-
sis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
I
Product Approval
Restoring Moment due to Gravity
M
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M
Calculated
Minimum Attachment Resistance
17
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.
FLORIDA BUILDING CODE- BUILDING, 7th EDMON (2020) 477
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.clov
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS
NOTIFICATION FOR ROOFING CONSIDERATIONS
R4402.13.1 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 requirgment- ;b. d ..
standards of the industry for roofing system installations. Additionally, the f ' owlr�g itmms .'•
should be addressed as part of the agreement between the owner ant the 6ntractol: The "
owner's initial in the designated space indicates that the item has beenRXp"ained:•, • "
I. 2-P Aesthetics -Workmanship: the workmanship provisions'CA'S'ection•114402 are --:-
for the purpose of providing that the roof system meets the wind resistarace and water ...;;,
instruction performance standards. Aesthetics (appearance) are notaa cdnside°ratlon wit:h...;
respect to workmanship provisions. Aesthetic issues such as color or architectr°al-'
appearance, that are not part of a zoning code, should be addressed as part of the
agreement between the owner and the contractor.
2. Z P Renailing wood decks: When replacing roofing, the existing wood roof deck
may have to be renailed in accordance with the current provisions of Section R4403. (The
roof deck is usually concealed prior to removing the existing roof system).
3. 7f Common roofs: Common roofs are those which have no visible delineation
between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with
common roofs, the roofing contractor and/or owner should notify the occupants of
adjacent units of roofing to be performed.
4, , r0 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the
roof decking can be viewed from below. The owner may wish to maintain the architectural
appearance; therefore, roofing nail penetration of the underside of the decking may not be
acceptable. This provides the option of maintaining the appearance.
5. •7 Ponding water: The current roof system and/or deck of the building may not
drain well and may cause water to pond (accumulate) in low-lying areas of the roof.
Pounding can be an indication of structural distress and may require the review of a
professional structural engineer. Pounding may shorten the life expectancy and
performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
Rev01 142021 owners roofing consideration Page 1 of 2
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.aov
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.
Ira,
Re:
Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Owner's Name: —2: ,) Ae 6 ' J
Date:
......
Property Address: '7LO Lf Iv 15l b 5 7 �'�" •• • •..
Roofing Permit um er.
Dear Building Official: •• ......
I j4(,N4yo R''p—AOo certify that I am not requtred•to retrAtthe rapt.:
to wall connections of my building because: -
4he just valuation for the structure for purpose of ad valorem taxation is less than
$300,000.00. Please attach proof of ad valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code
(FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
Sig ature Print Name
State of Florida, Miami Dade County
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 "A64Yday of
Notary Public, State of Florida at Large
CATNEWINEZ
When the just valuation of the structure for purpose of ad valo Y t%Es:
or more than $300,000.00, and the building was not construct 1
SFBC. Then you must provide a building application from a General Contractor or
Roof to Wall connection Hurricane Mitigation.
For Forms and Applications click here:
http://bldg. m is m ishoresvil lage.com/W ebLink/Browse.aspx?id=118080&dbid=0&repo=Mia
miShoresVillage
Rev01 142021 Owner affidavit of exemption Page 1 of 1
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.c>iov
6. -% r Overflow scuppers (wall outlets): It is required that rainwater flows off so that
the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof
extension may block this discharge if overflow scuppers (wall outlets) are not provided. It
may be necessary to install overflow scuppers in accordance with the requirements of
Sections R4402, R4403 and R4413.
7. •1" P Ventilation: Most roof structures should have some ability to vent natural
airflow through the interior of the structure assembly (the building itself). The existing
amount of attic ventilation shall not be reduced. It may be beneficial to consider additional
venting which can result in extending the
O er/Agent's Signature Date
For Forms and Applications click here:
http://b idg. m is m ishoresvillage.com/i
service life of he roof.
e
ontractor Signature .. ...:Data...:.
nk/Browse.aspx?id=118080&dbid=0&repo=Mt3 .
RevO1 142021 Owners roofing consideration Page 2 of 2
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES —UNIFORM PERMIT APPLICATION
Florida Building Code7th Edition (2020)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7 ,
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
FLORIDA BUILDING CODE— BUILDING, 7th EDITION (2020) 473
MI®MADE
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINLSTRAI ION DfMION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92615
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Flc4o hiilding,&89 ,
including the High Velocity Hurricane Zone of the Florida Building Code. ...... .. .. ......
DESCRIPTION: Boral Villa 900 Concrete Roof Tile
.... . .. . ...
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd, tall, State gad 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 ana there has bedu ntichange " •'
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 chdhge'ih 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# 21-0420.02 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 21-0712.03
nwnFoanecourrry Expiration Date: 09/21/26
Approval Date: 09/16/21
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub Category:
Roofing Tiles
Material:
Concrete
1. SCOPE
This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales,
FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined
by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS
127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test
A001iCant
Dimensions
Specifications
Boral Roofing Villa 900
Length =17"
TAS 112
Width =13"
Type 1 b
%z" thick
Class III
Trim Pieces 1= varies TAS 112
w = vanes
varying thickness
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name
ICP Adhesives Polyse& AH-160
TILE BOND Roof Tile Adhesive
"Tile Tite" Roof Tile Mortar
Product Description
Two component polyurethane
foam adhesive.
Product
Description
Low profile, interlocking, high pressure extruded
concrete roof file equipped with three nail holes
and double rolls. For direct deck, batten, mortar
or adhesive set applications.
000°
Accessory trim, concrete goof piece YQr use al ° 0 0 ° 0
ridges, hips and rake%. ° ° a 0 ° 0 °
0 O O 0
00eoo0 00 00 000000
Single component polyurethane
foam roof file adhesive.
Premixed, pre bagged roof rile
mortar.
Touch `N Seal Storml3one 2 Two-
Two component polyurethane
Component Polyurethane Roof Tile
foam adhesive.
Adhesive
Touch `N Seal StormBone One
One component polyurethane
Component Polyurethane Roof Tile
foam adhesive.
Adhesive
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
0
000600 °
0 0
000000
ooee o0 0
0 0
00000 0 00
00000
0
114agftctureP'-
0 0: 0 ° °
0
(With°Ctirrent NOAr °
° ° ° 0 a °
00000° o
0
ICP Adhesiveg SeAlants6 Inc.
and
0 0 0 ° o °
° ° °
O 0 O 00
0 0
0 0 0
O 6 0 0 0 0
°
DuPont°de 1b1°emoujs; Inc.°
O 00
Bermuda Roof Co. Inc.
DAP Foam, Inc.
DAP Foam, Inc.
NOA No.: 21-0712.03
; coup Expiration Date: 09/21/26
APPRVED Approval Date: 09/16/21
Page 2 of 7
2.3 EVIDENCE SUBMITTED
Test Amency
Test Identifier
Test Name/Report
Date
Nutting Engineers
13343.1
TAS 112
Apr. 2006
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix H
TAS 108 (Nail -On)
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
The Center for Applied
94-060B
Static Uplift Testing
March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
94-084
Static Uplift Testing
May 1994
TAS 101 (Mortar Set)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
O O
° ° ° °
O •
0000 O
The Center for Applied
Project No. 307025
° O
Wind Driven Rain • °
O O O O O
O
C�ctto 1994 ° d
Engineering, Inc.
Test #MDC-76
TAS 100 990o ` °
° " ° ` 000000
25-7183-1
°
Static Uplift Testing:
F°eb. 1995:0.0 •
25-7183-2
° • °
TAS 102 O
°000
° ° o
° -
° oe °oo°°
(2 Quik Drive Screws, DirW Derk)
° ° ° ° o ° ° °
25-7214-2
Static Uplift Testing° O ° °
°M�rs�i, 199S• ° • ° °
25-7214-6
TAS 102 ° • ° ° •
•
(1 Quik Drive Screw, Direct Deck)
o O O ° O O O ° • • °
(1 Quik Drive Screw, Bdttens).
01 O
° ° ° a O ° ° ° o
00 O O O
Ceiotex Corporation
528454-2-1
Static Uplift Testing
O
° ;ep.1998
Testing Services
520109-2
TAS 101
Dec. 1998
Walkcr Engineering, inc.
Evaluation Calculations
25-7183
March 1995
Evaluation Calculations
25-7094
February 1996
Evaluation Calculations
25-7496
April 1996
Evaluation Calculations
25-7584
December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Evaluation Calculations
Aerodynamic Multipliers
09/01/16
Evaluation Calculations
Two Patty Adhesive Set System
April 1999
Evaluation Calculations
Restoring Moment Due to Gravity
09/01/16
American Test Lab of South
RT0617.02-16
TAS 112
06/29/16
Florida
RT0503.02 21
TAS 112
05/12/21
NOA No.: 21-0712.03
MC4ous►Qe couMY
� Expiration Date: 09/21/26
Approval Date: 09/16/21
Page 3 of 7
PRl Construction Materials COPO-002-02-11 Static Uplift Testing 10/12/2016
Technologies TAS 101 (Adhesive Set)
COPO-002-02-04 Static Uplift Testing 10/12/2016
TAS 101 (Adhesive Set)
COPO-002-02-03 Static Uplift Testing 10/12/2016
TAS 101 (Adhesive Set)
2002T003.02 TAS 101 11/06/20
NEMO ETC, LLC 4c-DPBS-20-LSOTM-01.C.Rl TAS 101 12/17/20
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS
106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office
for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section
4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slop% iWess stated
otherwise by the underlayment material manufacturers published literature. ...... ......
3.6 This acceptance is for woad deck applications. Minimum deck requirements shall be incompliance with applicable. `
building code. •••••• ••••:.
4. INSTALLATION
.... . .. .....
4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliant' Roof iri"plication•
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 (lbf) Length-1(ft) Width-w (ft)
Villa 900 Concrete Tile 10.90 1.42 1.08
Table 2: Aerodynamic Multipliere -1. (W)
Tile Profile
X (fts)
Batten Application
a, (f 3)
Direct Deck Application
Villa 900 Concrete Tile
0.291
0.315
NOA No.: 21-0712.03
Expiration Date: 09/21/26
Approval Date: 09/16/21
Page 4 of 7
Table 3: Restoring Moments due to Gravity - M9 (ft.4bf.)
Tile Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or greater
Villa 900
Concrete Tile
Direct
Deck
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Dack
Battens
Direct
Deck
1
7.70
7.62
6.56
7.50
6.42
7.34
6.26
7.15
6.08
6.95
Table 4: Attachment Resistance Expressed as a Moment - Mf (ftdbf)
for Mechanically Fastened Systems
Tile Profile
Fastener Type
Direct Deck
Direct Deck
Battens
(min 15/32" plywood)
(min.19/32" plywood)
Villa 900
2-10d Ring Shank Nails
27.8
37.4
28.8
Concrete Tile
1-10d Smooth or Screw
8.8
11.8
4.1
Shank Nail
2-10d Smooth or Screw
16.4
21.9
7.1
Shank Nails
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1-10dSmooth orScrew
24.3
24.3
••••2)1.2 ....
Shank Nail Field Clip)
••••••
1-10d Smooth or Screw
19.0
19.0 ....
Shank Nail Eave Clip)
.....'
•
2-10d Smooth or Screw
35.5
35.5 ......
34.8
Shank Nails Field Clip)..'
.
•
2-10d Smooth or Screw
31.9
31.9 ... • • •
• 32.2
Shank Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-151)
for Two Paddy Adhesive' Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Villa 900 Concrete Tile
TILE BONDTM' Roof Tile Adhesive
352
TILE BOND"" Roof Tile Adhesive
679
ICP Adhesives Po set®AH-160
26.14
Touch'N Seal StormBond®2
555
Touch 'N Seal StormBond® (one component)
726
1 See foam adhesive manufacturer's component approval for installation requirements.
2 Medium paddy weight of 8 grams per paddy of TILE BOND'"" Roof Tile Adhesive
3 Medium paddy weight of 16 grams per paddy of TILE BONDTM Roof Tile Adhesive
4 Medium paddy weight of 8 grams per paddy of Polyset® AH-160
5 Medium paddy weight of 8 grams per paddy of Touch 'N Seal StormBond ® 2
6 Medium paddy weight of 8 grams between file and underlayment, paddy weight of 5 grams on
overlap of tile of
Touch 'N Seal StormBond ® one component)
NOA No.: 21-0712.03
Expiration Date: 09/21/26
Approval Date: 09/16/21
Page 5 of 7
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft4bf)
for Single Paddy Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Villa
900 Concrete Tile
I ICP Adhesives Pol set® AH-160
86.67
ICP Adhesives Polysel@ AH-160
45.58
Touch 'N Seal StormBonde2
409
Touch 'N Seal StormBonde2
7070
7
Large paddy weight of 54 grams of PolyseW AH-160
8
Medium paddy weight of 24 grams of Polyset®AH-160
9
Medium paddy weight of 30 grams of Touch 'N Seal StormBond e 2
10
Large paddy weight of 60 grams of Touch 'N Seal StormBond e 2
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile
Tile
Attachment.
Profile
Application
. Resistailes..
Villa 900 Concrete Tile
Mortar Set"
"• '20.6.•••,�
,,,,
11 Bermuda Roof Co. Inc. Tile-Tfte Roof Tile Mortar.
..:..
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or4go as detailed below, .:'
or following statement: ' Miami -Dade County Product Control Approved". • • • • • • • .
rs "�
F y
.y.
LABEL FOR BORAL VILLA 900 CONCRETE TILE
(LOCATED ON THE UNDERSIDE OF TILE)
6. BUILDING PERMrr REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to properly
evaluate the installation of this system.
NOA No.: 21-0712.03
Expiration Date: 09/21/26
Approval Date: 09/16/21
Page 6 of 7
1"
Villa
Nall hales
PROFILE DRAWING
VILLA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
0000
0 0
0
0000
000000
0 0
°
0
0 0
0
0 0 0
0
0 0
0o e0
00000 0
°
osoo
0
21 /911
0
000000
ooe
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00
0 00
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0 0
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0
0
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0 0 0
0 0 0 0 0 0
t:0006:
0 0
0
0 0
_
n w w
O 0
NOA No.: 21-0712.03
Expiration Date: 09/21/26
Approval Date: 09/16/21
Page 7 of 7
MIMI®®
MIAMI-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 DIMION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .mlamidade.eov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 44'bStreet
Coral Springs, FL. 33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Conbol-Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theerigbt jo havet tsS roduCt-W
material tested for quality assurance purposes. If this product or material fails to perform itrthe'accep0d•mlu er, the •
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, ibbtlily, or suspena�the usg off
such product or material within their jurisdiction. RER reserves the right to revoke this accepisnc�e, if it i�detgrmined by" ;
Miami -Dade County Product Control Section that this product or material fails to meet the re""egments of tbAdpplicahle..
building code. .....
This product is approved as described herein, and has been designed to comply with the Flotlda tlhilding Code includrng ,:
the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polysee 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 revises NOA 17-0322.03 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 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 the systems using Polyse& AH-160.
PRODUCTS N IAN FACTURED BY APPLICANT:
Pr� Dimensions Test
0000
Pr� oduSt p, ° ° ° ° ° ° d a °
Specifications
��
o 0 0 ° ° 0 °
0 0 0
PolyseeAH-160 N/A TAS 101
0
Two component pol ethane fdam adhes>vve
O
ICP Adhesives Foam N/A
000000 0
000000
Dispensing Equipment 0 0 0 0 0 ° a
° °
Dispenser RTF1000
° 0
a000 0 so 000oo
0 0
ICP Adhesives ProPacl& N/A
'000°00 0 0 0 00000
Dispensing Equipment ° ° 6 °
0 00 so o0o0so
30 & 100
°
o oe000 0 0
°
° A °
O O 00 O 000000
PRODUCTS MANUFACTURED BY OTHERS:
O O O
o a° a °° :Goo*:
00 0 00 0 0 0
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list isAment
resistance values with the use of Polysee AH-160 roof file adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
ProveProveln
IsAt
Results
Density @ 73°F
ASTM D1622
2.1 lbs./&3
Compressive Strength
ASTM D1621
18 PSI Parallel to rise
14 PSI Perpendicular to rise
Tensile Strength
ASTM D1623
29 PSI Parallel to rise
Water Absorption
ASTM D2842
7%
Moisture Vapor Transmission
ASTM E96
2.3 Perms
Dimensional Stability
ASTM D2126
+0.03% Volume Change @ -40° F., 2 weeks
-1.1% Volume Change @l58°F.,100% Humidity, 2
weeks
Closed Cell Content
ASTM D6226
94%
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.: 20-1124.07
MMMuAee cowNW Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 2 of 11
EVIDENCE SUBMITTED:
Test Amex
Center for Applied Engineering
Miles Laboratories
Polymers Division
Trinity Engineering
Celotex Corp. Testing Services
NEMO ETC, LLC
Test Identifier
#94-060
257818-IPA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-589-631
7050.02.96-1
P36700.04. l2
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
4p-ICP 20-SSLAP-Ol.B-
Rl
Test Name/Renort
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11 93
ASTM D 1623
TAS 114
ASTM D 1623
TAS 101
TAS 123
TAS 101
TAS 101
TAS 101
Physical Properties
0 0
0 0 0
00 O
0 0 0 0 0 0
0
000000
O 0 0 O
O 0
oeoo
0 0 0 0 0 0
O 0
00 0 0
0 0 0 0 0 0
o e
o u
O 0
0 0 0
00 0
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
ON44/96
*00f8112
P2/2142
00 00
o O
O O O
00 O O
12/2e8/98
00 0
O O o
O 00
00 0
0 0 0
0 00
03/02/99
12/4/20
000000
0
O
0
0aa0eo
O 0
0 0 0 0 0 0
O 0
00000
O o
O O O O O
O O O O O O
0
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0
000000
O O
0 0 0 0 0 0
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Ln=ATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. Polysee 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 Polysee 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.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 3 of 11
INSTALLATION:
1. Polyset® AH-160 may be used with any roof file assembly having a current NOA that lists attachment resistance
values with the use of Polyset AH 160.
2. 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 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. Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS
120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the au#Mty having
jurisdiction. 090660
° °°°°° °°
° ° ° °
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is r�uittd befafe
application
a�lication ° °
°
of any adhesive. The mix ratio between the "A" component and the "B" component sb= maintaneetw °�n °
1.0-1.15 (A): 1.0 (B). °°°e°° ° °O°°°
°°°° °° °
° °
6. Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or fOP A&esives PraPaco s®o ° ° °
& 100 dispensing equipment only. ° ° ° ° ° ° ° 00000
° ° ° °
°° °° °° °° °°°°°°
7. Polyset AH 160 shall not be exposed permanently to sunlight. ° ° ° ° ° ° ° 00
° ° °
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes aftdr Pol*°eta H-160 ° ° ° ° °
°
has been dispensed. ° °° ° ° ° ° ° °
° °°°°°
° ° ° ° ° ° ° °
9. Polyset® AH-160 placement and minimum patty weight shall be in accordance with the' Placemen�Detsils'
herein. Each generic tile profile requires the specific placement noted herein.
NOA No.: 20-1124.07
!77A�PIPROYED
nacouKr�r Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Pro81e
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
00600
overlap O
0
O
O 0000 0000 '
0 0
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal,
e. a ,17 grdrwW bead, o ..
edge) 20-25 sq. inches each ° a
0 v o o d •
bead
eOOR
000 00 O 0
O O O Y
O
0 0 0 W
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches e
q e .34 grate or pare e e
00 00 00 00
0 0 0 0 0 0 O
q o .
q O 00 Y
. 0 O O
q
e 0 0 0 e e
LABELING. °
O O O O. O
s o o e.e000
All approved products listed herein shall be labeled and shall bear the imprint or identifiable nsfrkiflg of W O ° e O °
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" Sr 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.
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Nall through plastic cement Paddy (Beneath Tile)
(when racluirad)
IUndedaymam
R\\ 101n
Battero option °
EavCoune
rda
Eave Closure
cement
Battens optional
Tile)
Eave Closure
Fascia
rough asticc
Nallt pl
rou reel
J.h.n
�dy 1� h`TTW)
Underlayment
v
2 iry Wide
21mwi
Battens
/optional
Is Ea"Co
Fascia
Weephole
Eave do..
101n. ht.
,2
Drip edge
Flat/Low Profile Tile
1. Starting at the cave 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 file being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile ....
1. Starting at the cave codrea; apply a minimum 2" • .'
(50.8 mm) x 10" (254 mmjx•l" (25.4tmnr) foam .....
paddy onto the underlayhWifMositioned as shown ...
;
under the pan portion oitfi'e'tsle clofdst tbthe '
overlock of the tile being sef. • • • • • ..
2. Continue in same manuz6Insure approximately 17
(109.7 cm) — 23 (148.4 cmn)square inch adhesive..:.
contact with the underside of;he 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 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Nail through plastic omen Paddy (aeneathTile)
(when required)
UndedaIno
°
It 7In.. 21n.
Batts\nsoptional °
Eave course '
o10in./ Fascia
21n
Eno Closure
Fascia
APPROVED
Flat/Low Profile 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
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the the
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm) - 12 (77.4 cm2%sggthe inch Sive .... ;
contact with the underside of the tile..' .
...... .. .. ......
Medium Profile / Double Pah-Wile' .. ...
1. Starting at the eave course,2ppty a mininu 2" (5" •
mm) x 10" (254 mm) x 1':(2S.4:inm) foatfl paddy
onto the underlayment poiitione$ as Wwneunder Me "
pan portion of the tile clo4j to 4he overlock of the
tile being set. Insure approximately 170.(109,7 crn2)0-
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.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nail through plastic
(when required)
Paddy IBeneathTi)e)
Undedayment
1
7 in..
2 in.
Battens optional
_
Ee Course
fascia
Weephole
IBin tin.
�.
Eavedesure
Drip edge
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 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x T' (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner -Insure approximately 17+'.....
(109.7 cm2) - 19 (122.6 cm=psquare ingh tgingsive •,
contact with the undersidedf Ofetile. • • • • • " `
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
�through plastictement >adilp ftnmtnti;r:
te9niedl\
aattemopciooal °
' ! Paftraclertile.
anmpdloaft ,
.F 5�idgekf u�
loll
il. Faxia
- ----Easecbare
Raul ow ProflkTna
Nail through plastic temem
(when ie"Iredi
laehmer tlnl
(under Hel
Ears Uemre
Easda
AWN=Pro0laTlle
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 the or under the pan
portion of the file for low or high profile file closest
to the overlock of the file being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the exgande4 adhesive
from blocking thewec;hoje% Ensure*•' "•':'
approximately 17-23 in '(4109'7-148.4 cm� of .
adhesive contact with t98 Uh$'erside tit'the the ,
2. Apply a 4" (101.6 mm) A4: (101.6 mrnl x-l" (25,.4:
in) foam paddy onto th¢'underlayment just beldV
the second course line poskja4ed foam Paddy
under the strengtheningtib fof flat t06,.or ender the
pan portion of the tile, closest to the'nndeilock for• ..• ;
the second course tile to lie installed; INWt
approximately 8-9 it? (51.6-58.1 cm) of adhesive
contact with the underside of the tile.
(instructions continued on next page)
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: Ol/28/21
Page 9 of 11
eanens
optional
ADHEsivE PLACEMENT DETAIL # 3 (CONTINUED)
Nigh Pro0le Tile
Weephole
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/I'
(19 mm) paddy on top of the eave course file
surface as shown, on top of the strengthening rib
for flat the 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 cm) -11(71cm) square inctxlbesive
contact with the under tjde of the 618 et the overlap- -
and 7 (45.2 cm) - 9 (59.1•6ml) squgc ipcb • ,
adhesive contact with thettgdetside ofthB'tile at
the head of the tile. CofflWe to same manner. ..
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 0112=1
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. Place adhesive in
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
2S sq. In. contact area. o
t
Undedayment
�rI i h•'j ��r✓
Sheathing
Eave closure
(motar shown)
weephole Fascia Board
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are Rush at eave line.
Two Piece Barre! - High Profile rile
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 kw atbance to
cure. O O 0600 000000
O
O O 0 0
00 O 0 0 °
° 0 O
00 00 0 0 0 0 0 0
2. Continue in same mainnei V°ringing two pan 0 0
0 .0 0O ooe000
courses up toward the ngie. Insure° ° ° °
approximately 65 (41904 p ) — 70 (45l'6 cm2� °
square inch adhesive cent with the underside- o e ° °
of the pan tile. e0°°°° °00 00 °°°°o°
000000 ° 90
000eo
3. Tum covers upside ddwn exposing lade underside
of the tile. Apply a mlim4a1" M 4102m) x lop* ° °
(254 mm) bead of adhesive airectli ol%ft inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm) 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) milers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 11 of 11
MIAM ®ZDADE
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) w v.miamldadexov/economy
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
SCOPE: .
This NOA is being issued under the applicable rules and regulations governing the use of c6timuction materials. The. • '
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Predu"Contiol.9e&on to -be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdeod(6 (AHJ). ; ..
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Froduct 66tcol4ectiorr • ;
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tlrgrigbt to hgve jhb; prodlict"
or material tested for quality assurance purposes. If this product or material fails to perform'in the acceptelf mMmer, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 05lfy, or susVend the usg ...
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if M% , • ,
determined by Miami -Dade County Product Control Section that this product or material fsAij Ja i eet the regyiremer4§
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 meaufacture of the product or proeose. N isuac of this NOA as an eudorsement 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.17-0614.22 and consists of pages 1 through 7.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED
NOA No.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page I of 7
ROOFING COMPONENT APPROVAL
Cateeory
Roofing
Sub-Cateeorv:
Underlayment
Material:
SBS, APP
PRODUCTS DESCRIPTION:
Test Product
Product
Dimensions
Specification Description
Polystick IR-Xe
65' x 3' Or 33.4' x
ASTM D 1970 A fine granular/sand top surface self -adhering, APP
Manufacturing
3'
polymer modified, fiberglass reinforced, bituminous sheet
Location #1 & #2
material for use as an underlayment in sloped roof
60 mils thick
assemblies. Designed as an ice & rain shield.
Polystick TU Max
65'8" x 31-3/8"
TAS 103 and A rubberized asphalt self-ad$eriag polyester-mmforced ....
Manufacturing
60 mils thick
ASTM D 1970 waterproofing membrane. De$igneti as a ergpP,tile
...... .. .. %
Location #1 & #2
....
underlayment. • .. •
Polystick TU P
32'10" x 33 3/s'
TAS 103 and A rubberized asphalt waterpseoTLig memblane,glass-
Manufacturing
130 mils thick
ASTM D 1970 fiber/polyester reinforced wit. g anulai sutikee ,
Location #2
designed for use as a the roof We;1aymegt, • • ;
Polystick TU Plus
65' x 3'3?/s"
TAS 103 and A rubberized asphalt self-adiZAig*glass-fibdr/polyester •,
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Desrgaed as a m'euW
Manufacturing
roofing and roof tile underlaggdht:
Location #1 & #2
Polystick MTS
65'8" x 3'3 i/s'
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.
Polystick MTS Plus
65'8" x YV/s'
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'/s' 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 file underlayment systems.
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
NOA No.: 21-0602.14
MIAMI•DADE COUNTY Expiration Date: 09/13/22
,...r
Approval Date: 08/26/21
Page 2 of 7
EVIDENCE SUBMITTED
Test A„ e� ncv Test Identifier Test Name/Repo_rt
Date
Trinity ERD P37300.10.11 TAS 110/ASTM D4798 & D1970
10/19/11
P37590.07.13-1 ASTM D6164
07/02/13
P45270.05.14 TAS 103, TAS 110 & ASTM D1623
05/12/14
P46520.10.14 ASTM D1623
10/03/14
P44360.10.14 TAS 103 & TAS 110
10/07/14
P43290.10.14 ASTM D 1970 & TAS 110
10/17/14
PLYG-SC10130.06.16-3 TAS 103 & TAS 110
06/27/16
PLYG-10130.06.16-1 ASTM D1970 & TAS 110
06/27/16
PLYG-SC10130.09.16 ASTM D1623
09/22/16
PLYG-SC13035.08.17 TAS 103 & ASTM D4798
10/32/17
0000
0 0
O 0
0 0 0
LABELING: 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0
0
000000 00 0 opo00o
1. All membranes or packaging shall bear the imprint or identifiable marking of the man pWpes name Qr logo, o ty
0
and state of manufacturing facility and the following statement: "Miami -Dade County V&DAuct Copt of Approvr& 0 0 :
or the Miami Dade County Product Control Seal as shown below. 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
000000
hElAMH=E COUNTY
0
0 0 00%00
o 0 0
0 0
00
000000
00 00 000000
0 0 0
0 0 0
0 0
0 0
0
00 0 0000.0
0 0 0
0 00 0 0
0 0 o
00 0
BUILDING PERMIT REQUIREMENTS:
e00000
00 0 0 0
0 ° 00 °
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.: 21-0602.14
Mwsrt�.c�Etou�TY Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 3 of 7
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type IT 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: Polystick 1R Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS
or Polystick MTS PIus, self -adhered.
Surfacing: See General Limitations Below.
0000
° °
° °
° ° °
° ° ° °
° ° ° ° 00
Deck Type 1:
Wood, non -insulated ° ° °
° ° ° ° ° °
° ° ° :
° ° °
°
° °
Deck Description:
Min. 19/32" plywood or wood plank ° ° ° o ° °
°
°
° ° ° ° ° °
° °
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:
° ° ° ° a
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a °miYumum 4'ofiedd lap. (fdf ° : °
°°°°°°
base sheet only) ° ° °
°
°
°° °
°
°
°°°°°°
Membrane:
Elastoflex S6 G, hot asphalt applied ° °
°
: ° ° ° °
° °
°°°°°°
Surfacing:
See General Limitations Below. 00 °
: ° ° 06
° 00
°
Deck Type l: 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 H or ASTM D 2626.
Fastening: Per FBC 1519.2 & 1519.4 Nails and tin caps 12" grid, 6" o.c. at a nxi.*+imum 411bead 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.: 21-0602.14
MwMNuwEcoExpiration Date: 09/13/22
Approval Date: 08/26/21
Page 4 of 7
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 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 the
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 attention to
lap areas.
°°°°
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemply ppent 16&jd Contaol° ° o °
Notice of Acceptance. 00 ° ° °
° ° ° °
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. TlVe° dashing tape o°hall be °
pressed in place and formed around the protrusion to ensure a tight fit. A second layq cAPolys4k s1a11 be o ° ° ° ° e
° ° ° ° °
applied over the underlayment. 0000 ° 00 ° ° ° ° °
° °
° ° ° ° ° ° ° ° 00 ° 00
° ° °
GENERAL LIMITATIONS: ° ° ° ° ° ° ° ° o °
° °
1. Fire classification is not part of this acceptance. ° ° ° ° ° ° ° ° o °
° ° °
2. Polystick TU Plus, Polystick MTS and Polystick MTS Plus maybe used in asphaltic cah°iagles, wood shake3 ° ° ° °
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 the 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 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 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 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.
E osure Limitations a
Polystick
MTS
Polysdck
IR-Xe
Elastoftex
S6 G
Polysdck
TU Plus
Polystick
TU P
Polysdck
TU Max
Polysdek
MTS Plus
Winter Haven FL
180
90
180
180
180
180
180
Hazelton PA
N/A
90
N/A
180
N/A
180
N/A
7. 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.: 21-0602.14
Ezpiradon Date: 09/13/22
Approval Date: OVUM
Page 5 of 7
g. 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 TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically
fastened roof the 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 assemblies, the maximum roof slope
shall be as follows: (See Table Below)
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System (E3)
Profile
MTS
S6 G
Polystick TU P
TU Max
MTS Plus
MTS Plus with
TU Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:12
T.12
without battens
Profiled
Prohibited
4:12
6:12
6:12
4:12....
Tile
without battens
10.
The above slope limitations can be exceeded only by using battens in accordance will? 1hC Approved+ Ie Systerp..
Notice of Acceptance and applicable Florida Building Code requirements. When battens.are required, they shag : , ,
be utilized during loading and installation of tiles. • • • • • •
Care should be taken during the loading procedure to keep foot traffic to a minimum ltna;; avoid dropping of tile*.
directly on the underlayment Refer to Polyglass' Tile loading detail below for loading prgpedure„ tryq tiles lard•
perpendicular to slope followed by a maximum four tile stack parallel to the slope, fdr afotil of 64les.— for all • • • • ;
underlayments except Polystick MTS which shall be loaded onto battens. : • ..
&&IS
%of Deck prepared rA6r
R7LVSnCKIU Rue
Roofing Tiles
(6 Maz Per Stack)
12
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 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 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 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 resistance, and fire testing results.
NOA No.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 6 of
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
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. AN 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 W 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 pars 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 Potygws , „ . , °
POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 5014 appAed in between the
application of the lap. The use of mastic between the laps does not apply to Polystick MTV. °00 ° °
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Rgf�;o the P°olygjass Tile ° ° °
. . . . .
Loading Guidelines. See General Limitations #9 an #10. .... . .. 08000
. .
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be u%MVn,all pr9jecc,Iss for ° ° ° ° °
pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 Y4112R, precauti6ns'should bh° ° a °
Oe00. : 00 °O 0000°O
taken, such as the use of battens to prevent file sliding dotting the loading process. °
7. Minimum cure time after membrane installation 8t before loading of roofing tiles is FortyoEight (4 ) Ha® rs. o , , , , o
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valley;, giposeci
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass POLYPLUS 50, XtraFlex 50
Premium Modified Wet/Dry Cement or Polyglass PG 500 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.
10. All self -adhered membranes must be rolled to ensure fiill 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 prohtlbits 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 fiunished
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 Services
Department at 1(800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 7 of 7
MIAMFM M1AM1-DADE COUNTY
ME 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.urianfidadearoy/tconomy
GAF
1 Campus Drive
Parsippany, NJ 07054
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 -Dada County Product'
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miamj,j;Agp',County).
reserve the right to have this product or material tested for quality assurance purposes..lriltis 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 tnslerial withia
their jurisdiction. RER reserves the right to revoke this acceptance, if it is determin8d2)'y114iami6Dade:
County Product Control Section that this product or material fails to meet the requirement: of the"
applicable building code.
This product is approved as described herein, and has been designed to comply witYthe.Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks.
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.
TERMIlVATTON of this NOA will occur after the expiration date or if there bas 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. 15-1020.01 and consists of pages 1 through A
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 18-0919.12
MIAMI•DADE COUNTY Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 1 of 67
Membrane Type: SBS/SBS Cold Applied
Deck Type 1: Wood, Non -insulated
Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank
nails to supports spaced 24 in. o.c. max.
System Type E(1):
Anchor sheet is mechanically attached to roof deck. (Non -insulated systems)
All General and System Limitations shall apply.
Fire Barrier:
FireOut7 Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck Protection,
(optional)
VersaShield' Solo" Fire -Resistant Slip Sheet, DensDeck' Roof Board,
SECUROCR' Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board.
Base sheet:
GAFGLAS' #80 Ultima ' Base Sheet, GAFGLAS' Stratavente' Nailable Venting
Base Sheet, Ruberoid' 20 Smooth, Ruberoid' HW Smooth or Ruberoid' HW.25
Smooth base sheet mechanically fastened to deck as described j:el9w;
Fastening
GAFGLAS' Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS' F1exRkZ- 6f GAFGLAs.'
Option #1:
#75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheet -attached to
deck with approved annular ring shank nails and tin caps at a fastEtf&.spacij9 pf9.
.... ..
o.c. at the lap staggered and in two rows 18" o.c. in the field
Not for use with DensDeck or SECUROCK Fire Barrier
(Maximum Design Pressure -45 psf. See General Limitation #ft...
Fastening
GAFGLAS' Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS' F1exPly"' 6; GAFMAS.'
Option #2:
#75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base %eetg attached to
deck with Drill -Tee #12 Fastener or Drill-Tec'" #14 Fastener and Dri11-Teye'•1;;
Steel Plate, Drill -Tee AccuTrac' Flat Plate or Drill-Tec"' AccuTrac'a Recessed
Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are
equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf. See General Limitation #9)
Fastening
GAFGLAS' FlexPly' 6, GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or
Option #3:
any of above base sheets attached to deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows
9" o.c. in the field.
Not for use with DensDeck or SECUROCK Fire Barrier
(Maximum Design Pressure -52,5 psf• See General Limitation #7)
Fastening
GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets
Option #4:
attached to deck with Drill-Tec'" #12 Fastener or Drill-Tec'" #14 Fastener and Drill-
Tec'" 3" Steel Plate, Drill -Tee AccuTrac' Flat Plate or Drill-Tec"' AccuTrac'
Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other
rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure-45 psf. See General Limitation #9)
Fastening
GAFGLAS' #80 Ultima' Base Sheet, Ruberoid' 20 Smooth, Ruberoide Mop
Option #5:
Smooth base sheet attached to deck approved annular ring shank nails and 3"
inverted Drill -Tee 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap
staggered in two rows 9" in the field.
Not for use with DensDeck or SECUROCK Fire Barrier
(Maximum Design Pressure -60 psf. See General Limitation #7)
NOA No.: 18-0919.12
MIAMFDAD, COUNTY Expiration Date: 11/06/23
�® Approval Date: 11/01/18
Page 51 of 67
Fastening
GAFGLAS" #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets
Option #6:
attached to deck with Drill-Tec' #12 Fastener or Drill-Tec"' #14 Fastener and Drill -
Tee 3" Steel Plate, Drill -Tee"' AccuTrac" Flat Plate or Drill-Tec� AccuTrace
Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other
rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf. See General Limitation #79
Ply Sheet:
(Optional) One or more plies GAFGLAS" Ply 4, Tri-Ply" Ply 4 Ply Sheet,
GAFGLAS" FlexPly"' 6, GAFGLAS" #80 Ultima" Base Sheet, Ruberoid" Mop
Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid" Mop Plus Smooth or Ruberoid" 20
Smooth sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20-40 lbsJsq. ....
Membrane:
One or more plies of Ruberoid" Mop Smooth, Ruberoid® Mop Smodtb 1.5, • • • • • •
Ruberoid® Mop Plus Smooth, Ruberoid" Mop Granule FR, Ruberoid®Mop Granule,
Tri-Ply'" SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid"lyQfjus Granule;'
Ruberoid"' 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCap' 30 Canke
FR, Ruberoid" 30 Granule FR, Ruberoid" 30 Plus Granule FR,*eeltuberoid" Mo17
Plus Granule FR in adhered in a full mopping of approved aspimitapglied within the
EVT range and at a rate of 20-40 lbs./sq. •'
Or
One or more plies of Ruberoid" Mop Smooth, Ruberoid' Mop .Smopth 1.5,: • -
Ruberoid" Mop Plus Smooth, Ruberoid" Mop Granule, Tri-PIya:SBSGranujp Cpp
Sheet, Intec Flex PRF, , Ruberoid" Mop Granule FR, Ruberoid" Mop Plus'..'
Granule, Ruberoid" 20 Smooth, Ruberoid" 30 Granule, Ruberoid" EnergyCap'" 30
Granule FR, Ruberoid" 30 Granule F11Ruberoid" 30 Plus Granule FR, or
Ruberoid" Mop Plus Granule FR adhered in Matrix"m 102 SBS Membrane Adhesive
at an application rate of 1-2 gal./sq.
Surfacing:
Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
Instructions. All coatings must be listed within a current NOA.
I. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of
Approved asphalt at 60 lbsJsq.
2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® OUR Granule Cap Sheet
or GAFGLAS" EnergyCap7 Mineral -Surfaced Cap Sheet adhered in a full mopping
of approved asphalt applied within the EVT range and at a rate of 20,40 lbs/sq.
3. TOPCOAT" Surface Seal SB or United Coatings'" Surface Seal SB Roof Coating
applied in one or more coats at a minimum rate of 1.0 galdsq. per coat
OR
TOPCOAT" MB Plus or United Coatings' Roof Mate MB Plus Coating
applied at a minimum rate of 1.0 galJsq.(to be used as a primer) followed by
TOPCOAT" Membrane or United Coatings'" Roof Mate TCM Coating
applied in one or more coats at a minimum rate of 1.0 gaUsq. per coat.
4. Fiber Aluminum Roof Coating.
Maximum Design
Pressure: See Fastening Options
NOA No.:18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 52 of 67
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLASI Ply 4 and GAFGLASa F1exPly' 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum'/4" DensDeckO Roof Board or %z" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LIMITATIONS:
l . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically...
attached using the fastening pattern of the top layer 0 0 ° 00000
3. All standard panel sizes are acceptable for mechanical attachment. When appneaoir► approved° 0
° o °
asphalt, panel size shall be 4' x 4' maximum, 000000 ° ° ° °
4. An overlay and/or recovery board insulation panel is required on all applications 6v0f Closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is us& e.,base Met° °
0000 O AO
shall be applied using spot mopping with approved asphalt, 12" diameter circles, A4;'°q.c.; or step °
mopped 8" ribbons in three rows, one at each side lap and one down the center of i%Sheet a{ligw#S
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6'0 br®a� shall be °
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be lintited to a mRximam
00 O 00 0
design pressure of -45 psf. 0 0 O
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Pcrimotor and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. 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.
END of THIS ACCEPTANCE
NOA No.:18-0919.12
MIAMNQADE COUNTY Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 67 of 67
0 0 0 0 0 0
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°
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° °
0 0 0 0 0 0
O 0
90000
°°
0 0 0 0 0
000000
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0
°
0 0 0 0 0 0
0 0
0 0 0 0 0 0
° 0
1/26/2021
TGFU.R7306 - Roofing Systems I UL Product iQ
UL Product iQTM
TGFU.R1306 - Roofing Systems
8
Note: We are enhancing our systems and you may notice missing/outdated data. During this interim period,
please refer to your Certificate of Compliance or contact our Customer Service at
https://www.ul.com/a bout/locations.
. . ....
....
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Roofing Systems
.... ...
.....
See General Information for RoofingSystems
•� ;' ;.
'•'•••
... .
......
GAF ;•, R1306•..
1 CAMPUS DR •••• •• '•""
PARSIPPANY, NJ 07054 USA
"RUBEROIDO 20 Smooth" or "RUBEROIDS Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" may be utilized as an
alternate to Type G2 "GAFGLAS® #75 Base Sheet" or'Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultimal Base
Sheet" base sheets in any of the following Classifications.
Torch applied "RUBEROIDO HW" SBS roofing membranes may be used as alternates to "RUBEROIDO Mop" SBS
roofing membranes in any applicable Classification as follows:
A. "RUBEROIDO HW Smooth" may be used as an alternate to "RUBEROIDO Mop Smooth" or "RUBEROID®
Mop Smooth 1.5"
B. "RUBEROID® HW 25 Smooth" may be used as an alternate to "RUBEROIDO 20 Smooth"
C. "RUBEROIDO HW Granule' may be used as an alternate to "RUBEROIDO Mop Granule'
D. "RUBEROIDO HW Plus Granule" may be used as an alternate to "RUBEROID® Mop Plus Granule"
E. "Ruberoid® HW Granule FR" may be used as an alternate to "RuberoidO Mop Granule FR"
F. "RUBEROID® HW Plus Granule FR" may be used as an alternate to "RUBEROID® Mop Plus Granule FR"
G. "RUBEROIDO EnergyCap HW Plus Granule FR" may be used as an alternate to "RUBEROIDO EnergyCap
Mop Plus Granule FR"
https:/Aq.ulprospector.com/eNpmfile?e=148955 1/101
1126/2021
TGFU.R1306 - Roofing Systems I UL Product 10
Class A
1. Deck: C-15/32 Indine: 3
Barrier Board (Optional): -- One or more layers of minimum 1/4-in. thick Georgia-Pacific Gypsum LLC
"DensDeck® Roofboard" or "DensDeck@ Prime Roofboard", "DensDeck® DuraGuard"m Roofboard"; or
minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or
"SECUROCK® Glass -Mat Roof Board" (Type SGMRX).
Primer (Optional): — Asphalt primer complying with ASTM D41/D41M, applied at a rate of 0.75 -1.0
gal./100-ft.2, GAF SA Primer applied at 0.7 -1.0 gal /100-ft2, "EverGuard® TPO Quick Spray Adhesive
LV50" spray applied in full coverage to the barrier board (approximately 2000-ft2 of installed coverage per
27-lb. canister) or "EverGuard® TPO Quick Spray Adhesive" spray applied in full coverage to the barrier
board (approximately 2000-ft2 of installed coverage per 30-lb. canister).
Vapor Barrier (Optional): — One or more plies "GAF® SA Vapor Retarder", "GAF SA Vapor Rgtgoder XL"
° °
° °
or "GAF SA Vapor Retarder XL40", self -adhered. ° ° 0666 000000
°
°
Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocy�y!m�e or ueetbane or000000
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/paly,16cyanurate ° °
° ° ° °
composite or phenolic, any thickness. ° 0060 ° o ° ° ° ° 00000
Ply Sheet: — Three or more plies Type Gl "GAFGLASO Ply 4", "Tri-Ply® Ply 4", "GAF;GUAS® Flex Pdy 6", ° A
"GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or "Tri-Ply® Ultra -Flexible Ply 6", fully.146eoed wif'li heft ° ° ° ° a °
° o ° °
roofing asphalt. ° ° ° ° ° ° ° : °
° ° °
.Surfacing: — Roofing gravel applied at a minimum of 400-Ibs./100-fL2 and embiddec6 into & fiobd coa$°Qf° ° o
hot roofing asphalt applied at a minimum of 60-Ibs./100-ft.2. o ° ° ° °
2. Deck: C-15/32 Indine: 2
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC
"DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardl Roofboard" or
minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or
"SECUROCK® Glass -Mat Roof Board" (Type SGMRX).
Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocya nu rate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanu rate
composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type Gl "GAFGLASO Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASO Flex Ply 6"
or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt.
Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or
"GAFGLAS® EnergyCap m Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
3. Deck NC Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC
"DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardl Roofboard" or
minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or
"SECUROCK® Glass -Mat Roof Board" (Type SGMRX).
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyan u rate or
urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood
fiber/polyisocyanurate composite or phenolic, 2-in. maximum..
Ply Sheet: — Two or more plies Type Gl "GAFGLASO Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6",
"GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or "Tri-PlyQD Ultra -Flexible Ply 6", fully adhered with hot
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1/28/2021
TGFU_R1300-Roofing Systems I UL Product
insulation adhesive.
Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or
"DensDeck@ Prime Roofboard" or "DensDeckO DuraGuarcl ' Roofboard" or minimum 1/4-in. thick Untied
States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type
SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified
insulation adhesive with buttjoints in the barrier board products staggered a minimum of 6-in. from
plywood deckjoints.
Base Sheet: — One ply "GAFGLASO Stratavent@ Nailable Venting Base Sheet" or "GAFGLASO
Stratavent@ Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply
#75 Base Sheet" or "GAFGLASO #80 Ultimal Base Sheet", fully adhered with hot roofing asphalt.
Ply Sheet: — One or two plies "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Plus Smooth" fully
adhered with hot roofing asphalt
Membrane. — "GAFGLASO Mineral Surfaced Cap Sheet" or'Tri-Ply@ BUR Granule Cap Sheet' fully
adhered with hot roofing asphalt �••• ••��
Coating: — "United CoatingsTM TOPCOAT@ EnergyCoWm Roof Coating" or "TOM-70AT(ehhg-►us CoaWS"
or "United Coatings'"" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gain 00-k.. "
...... . . .....
20. Deck: C-15/32 Incline.1
Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #�'S'Ease Sheet"•mechanically
fastened. - ,,.•
Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fi4.,)W oi;
polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening
System" or any UL Classified insulation adhesive.
Base Sheet: — One or more plies "RUSEROIDO 20 Smooth", "Ruberoid@ 20 Plus Smooth" or
"RUBEROIDO HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt.
Cap Sheet: - Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or
"GAFGLASO EnergyCap- Mineral -Surfaced Cap Sheet".
21. Deck: NC Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC
"DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard' Roofboard" or
minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or
"SECUROCKO Glass -Mat Roof Board" (Type SGMRX).
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyan u rate or
urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood
fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet: — Two plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or' GAFGLASO Flex Ply 6",
"GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or one ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@
#75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet" mechanically fastened or fully adhered with hot
roofing asphalt or one ply Type G2 "GAFGLAS@ StrataventO Nailable Venting Base Sheet" or "GAFGLASO
Stratavent@ Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered.
Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or'Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6",
"GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M", fully adhered with hot roofing asphalt
Cap Sheet: —Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or
"GAFGLAS@ EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
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