RF-19-1549Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
ftlTn-n,Iq
Issue Date:
Location Address Parcel Number
5 NE 102ND ST, Miami Shores, FL 33138 1132060131640
Contacts
Permit No.: RF -07-19-1549
Permit Type. Roof
Work Classification: rite/flat
Permit Status: Approved'
Expiration: 01/13/2020
ROBERT SAKZ Owner DEL SOL ROOFING ENTERPRISE INC Contractor
5 NE 102 ST, MIAMI SHORES, FL 331382322 LISSETTE PACHECO
Business: 3052295722
Inspection Requests:
Description: RE -ROOF TILE & FLAT Valuation: $ 29,900.00
305-762-4949
Total Sq Feet: 3,315.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$18.00
DBPR Fee
$4.88
DCA Fee
$3.25
Education Surcharge
$6.00
Roofing Fee
$275.00
Scanning Fee
$12.00
Technology Fee
$8.13
Total:
$377.26
Payments
Date Paid AmtlPaid
Total Fees
$377.26
Credit Card
07/16/2019 $327.26
Credit Card
07/08/2019 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorizfothe above named contractor to do the work stated.
Authorized Signature: Owner / Applicant
Contractor / Agent
Date
July 16, 2019 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC CK ROOFING
RECEIVED
JUL 8 2019
BY:
FBC 201
Master Permit No. 1 u�� �� (�`I
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: S M E 102 S f
City: Miami Shores County: Miami Dade Zip: 33 13 S
Folio/Parcel#: 11 '37-0 (0 o 13 hsKo Is the Building Historically Designated: Yes NO _V
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Po&:C72r &Ar7- Phone#: law—?-- � Y�
Address: 5 N E 107, gr
City: I anees State: (-I . Zip: 331:5S_
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: DeC56 L eOcifiL!c Phone#: 305 2-Z6 02113
Address: 1510 NW 14 W
City:
Qualifier Name:
IC -1 Zip:
33124
Phone#: 395-- 27*014 9_
State Certification or Registration #: to Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address: City: State: Zip:
Value of Work for this Permit: $__`Zqfqg% Square/Linear Footage of Work: 331sf
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ElDemolition
Description of Work: PC-- f0d r— -Alle- /e
Specify color of color thru the: b'ie� PALW
CIgnM44
Submittal Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $ SOO • co
TOTAL FEE NOW DUE $ S 2 '� • ?-0O
(Revised02/24/2014) G2 —4,1
2-6
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
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signatu
ER or AGENT
The foregoing instrufnent was acknowledged before me this
—� dayf '2019 by
1)(0C'�
, who is personally known to
me or who has produced F&L' as
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of It 20 by
lA. Sti ho is sopa ow to
me or who has produced
identification and who did take an oath. identification and who did take an oath.
as
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: I Sign:
Print: v� Print:
JAVIER PUIG Pun
PU
Seal: NOTARY PUBLIC Seal: tAR NOTARY PUBLIC
STATE OF FLORIDA
Comm# (360785 STATE c _ STATE OF FLORIDA
? Comm# GG078559
1�
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
t
Florida Building Code 6th Edition 2017
' HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION
Section A (General Information)
Master Permit No. Process No.
Contractor's Name --)d r I
Job Address
Roof Category `
1P Low slope _ Mechanically Fastened Tile Mortar/Adhesive Set Tile
Asphaltic Shingles Metal Panel/Shingles _ Wood Shingles/Shakes
Prescriptive BUR -RAS ISO Are there
RECE�V�
Gas Vent Stacks? #
.1 0 8 019 Yes 0 N09D
Type: Natural O LPGX O
BY: Roof Type
New Roof Re -roofing _ Recovering _ Repair T Maintenance
Roof System Information • • • •
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) • •: •„• • •
-t -0 00
Section B (Roof Plan) • • • • • • • •
• ... 0000
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scLa'ers and • • .
)verflow drains. Include dimensions of sections and levels; clearly identify dimenQi;Af elevate4
3ressure zones and location of parapets. •
t. -_ - _ l t t ( ' i { . • • ..l.. • .I
LLL
T
1 �
T _A
i 1
j y
i _ , E r.
r t' aua I �J fl
I � E
t 0bd
(
V IF r
<
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section Clow Sloped Roof System)
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as'NAJ
System Manufacturer.
NOA No.:1!2
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: 6 ' oc @ Lap. # Rows _�t_ @120C
Perimeter -(e—' oc @ Lap, # Rows —4 @ _k' oc
Comer. -' oc @ Lap, # Rows —
Design Wind Pressures, From RAS 126 or Calculations:
•Q Number of Fasteners Per Insulation
Pmax1: -f rr� � 6 Pmax2:- Pmax3:� (�� Board
Max Design Pressure Tgpe Specific NOA
System: 'S L• 5
Deck:
Type: \,Ow A .
Gauge/Thickness:
Slope:
Anchor/Base Sheet & No. of Ply(s): ...
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer.,
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of
Field Perimeter r Comer •__
Illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate : Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
C7Comply with RQ S, 111 and Chapter 16.
ply
0000
C III, Fr. 00000
C.Q � is �d ��i•• •• •
N VI00•• •
H
IX 0
-V, CA 0 Parboet
d'44. 461
• • • Heipht
W Vl Q- 0.•.•.
b-
EVjjSheqLfqstenerjBondling Material:
Ply Sheet(s).& No, of Ply(s):
Ply Sheet Fastener/Bondin M erial: -
Top Pty.gl SS
Top Ply Fastener/ Bonding Material:
Surfacing: l9
Mean
Roof
Height
3X 3 (na(u 2fv
0000••
•
•
0000••
0000. •
0000•
0000.
0000.•
•
0000..
• •
•000•.
• 0
Tile Roof System
A
MIAMIDDADE
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Oelivering Excellence Every Day"
Roof System Manufacturer: IBORAL ROOFING, LLC
Notice of Acceptance Number (NOA): E�
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: 39.1 P 2: 68.1 P 3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
Roof Slope: "/12"
Roof Mean Height: 13 ft.
Method of Tile Attachment:
--Adhesive, 2 Small Paddy Polyfoam Polypro-0
Alternate Method of Tile Attachment per NOA:
Polyfoam
Drip Edge Size & Gauge: —3" face 26 ga.—
Drip Edge Material Type:I --Galvinized Metal -
...........
Deck Type: --5/8" Plywood—
Optional Insulation:
Optional Nailable Substrate: _090*_
Optional Nailable Substrafe*Att ldhment: +
. • •.
.090 **1&*--
•
60.04• •i •
•••••
• • . . .
•• •• •• •
Basesheet Type:
•!Y•!•
•
30 LB ASTM D-226 •
....:.
• •
•
Fastener Type for Basesheet Attachment: • •
1 1/4 Ringshank nails 12 oc field 6 oc laps
Tile Underiayment (Cap Sheet ) Type:
Boral tile seal
Tile Undedayment Attachment Method:
self adhered
Drip Edge Fastener Type: 11/4 ringshank nails 4 oc Tile Profile:
Boral saxony 900 flat tile
Hook Strip/Cleat gauge or weight: --n/a-
MIAMIDE Miami -Dade County HVHZ Electronic Roof Permit Form
so ' •DA� �..
°Deliver"Ing :Excellence Evei-y Day"
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127'
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: 39.1 x x .315 = 12.31 - Mg: 7.62 = Mrl: 4.69 5 31.3 NOA Mf
P 2: 68.1 x x .315 = 21.45 - Mg: 7.62 = Mr2: 13.83 c 31.3 NOA Mf ....
Mg
P3:' 00.7 315 = 31.72 -M 7.62 =Mr3: 24.10 5 31.3 NO,AIAf
xx ••�� •�••:•
.. ...
000:09 . 0
Method 3 "Uplift Based Tile Calculations Per RAS 127"...... •
0000..
0000 0000 . .
0000 0000 0000.
'or Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are gre4gr togn or egtA tgthe Fr vp4T§,•fer
!ach area of the roof, then the tile attachment method is acceptable.
•
P .. .. .. 0000..
0000..
0000..
'1: xxw:W:xCos 0:El=Fr1: • 5 •NOA F'•0 •
000..
32:x1:�=� xw:�= -W:�=� xCos 0:El=Fr2:�<_' •• •NOAF'
33:x1:�=�xw:�= -W:�=� xCos 0:El=Fr3:�<_�NOA F'
Description
Design Pressure
Where to Obtain Information to complete tile calculations
Symbol
P1 or P2 or P3
Mean Roof Height H
Roof Slope 1 9
Aerodynamic Multiplier
Restoring Moment due to Gravity 'I ~ Mg
00.0_0.:._r..n.�,e_.,....� ..............�...T.....m..,�,. �.....J,.. r�.,..,.,......
Attachment Resistance ..Mf
Required Moment Resistance Mr
Minimum Attachment Resistance
Required Uplift Resistance
Average Tile Weight
Tile Dimensions
F'
Fr
Where to Find
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Job Site
Job Site
Product Approval (NOA)
W { Product Approval (NOA)
= length
w =width Product Approval (NOA)
.-a 0:0:00 ... s.. 3+:.. . :.._._.. . :'0000_. .. •sn.. ....e.: ,:v x;. ;.-_. .. ...
To
Miami shores Vh"ilfage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
Miami Shores Village Building Department Date: (7-4 )191 lej
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Addres
Roofing Permit Number:
9999
. . 9999 9999..
Dear Building Official: *0 • 9 • •• •
990.90 .. 9000•6
1A J S certify that I am not required to retrofit the rogf tQ,wall conpiplions of -."my- -
building because: • • • • •
90999. 9. 0 9999.
)&e just valuation for the structure for purpose of ad valorem taxation is less than $300,0M,00. PleasEr5ttAch probf bf a8
valorem taxation. 9999..
9999..
❑ The building was constructed in compliance with the provisions of the Florida Building Cod's (FBC) or 4h the provisions
9999
of 1994 edif f e South Florida Building Code (1994 SFBC)
TFO 0� X51��t/G�
SignatW— — ' Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day of
JAVIER PUIG
NOTARY PUBLIC
Notary Public, Sate of Florida at Lar ix -+STATE OF FLORIDA
CCFooYmrrv# GG078559
• When the just valuation of the structure for purpose of ad valore ation is equal to or more an9$300,000'Ubea d4f!he��uilding was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigatior.
Revised on 5/21/2009
F�ORTW'
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2.Xnailed
enailing wood decks: When replacing roofing, the existing wood roof deck may have to
b ccordance with the current provisions of Section R4403. (The roof deck is usually
c ncealed prior to removing the existing roof system).
4.
-Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
ed from below. The owner may wish to maintain the architectural appearance; therefore,
penetration of the underside of the decking may not be acceptable. This provides tA.e option of . • • •
maintaining the appearance.
.. . •.•
•
6:9000
660verflow scuppers (wall outlets): It is required that rainwater lee
0S Off so thafthbOripof is • •
ed from a buildup of water. Perimeter/edge wall or other roof extension may block iRis • •: •'.
discharge if overflow scuppers (wall outlets) are not provided. It may be nece .; *o *tinstall • •glow • •
scuppers in accordance with the requirements of Sections R4402, R4403 and x„13. �Y• • •,
. . . . ......
Owner/ ature Date Contra Q r Signature • 005te
S NE 162 Sr
Property Address Permit Number
Revised on 7!9/2009 LD;0710112015;
MIAMI•DADE
. <.�` MIAMI-DADE COUNTY
L�l1�W PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315=2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - rrodyct Control 6 fiction to �. • •
used in Miami -Dade County and other areas where allowed by the Authority Having Jurish ttott (AHI)..
. ...... .. ......
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County-Pmduct Control Section •
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve M! fight toJMVthis . •
product or material tested for quality assurance purposes. If this product or material fails toFer%rm in the accepted •
.... . .....
manner, the manufacturer will incur the expense of such testing and the AHJ may immedi;Wy, revoke *tY{Afy, 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 tq lqoe$ $ he ......
requirements of the applicable building code. 0 0 0:....0
This product is approved as described herein, and has been designed to comply with the Florid&ildi'nqCode
00
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 18-0509.17 and consists of pages 1 through 9.
The submitted documentation was reviewed by Freddy Sentino 0
' NOA No.: 19-0408.01
MIAMI -DAD; Co; NTY Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub -Category:
Roofing Tiles
Material:
Concrete
Deck Type:
Wood
SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL and described 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 the installation. section
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Saxony 900 -Slate
Saxony 900
Split Shake
Saxony 900 -Shake
Trim Pieces
Length = 17"
Width = 13"
thickness = 1-5/32"
Length = 17"
Width = 13"
thickness = 1-9/32"
Length = 17"
Width = 13"
thickness = 1-9/32"
Length: varies
Width: varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
NOA No.: 19-0408.01
MIAMI•DAD, COUNTY 1411 Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 2 of 9
. . .... ......
Test
...... .. ......
Specifications
Descrwtlon .�.. ......
TAS 112
Flat profile, interlocking, lhi*h'ressure Htruded
deck]
concrete roof tile with two n..Cles .;or.direct
batten, mortar set or adhesive sgt applica4ons. , •
TAS 112
Flat profile, interlocking,'high-pressula exlwded
concrete roof tile with tw;.0ai :f►oles.: Fol direct 4wk-,-
batten, mortar set or adhesive set apphr,449fls. Top
surface produced with 4 different configurations:
1. Complete tile brushed
2. Right half brushed (shown in drawing)
3. Left half brushed
4. No brush
TAS 112
Flat profile, interlocking, high-pressure extruded
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications.
TAS -112
Accessory trim, boosted Barcelona, concrete roof
pieces for use at hips, ridges and rakes.
NOA No.: 19-0408.01
MIAMI•DAD, COUNTY 1411 Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 2 of 9
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Atlanta Testing &
Engineering, Inc.
Celotex Corporation
Testing Service
Celotex Corporation
Testing Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
American Test Lab of
South Florida
PRI Construction Material
94-084
94-060A
25-7183-6
25-7183-5
25-7214-1
25-7214-5
Project No. 307025
Test #MDC -77
7161-03
Appendix II & III
Letter Dated Aug. 1, 1994
P0631-01
P0402
R 1.894/R2.894/R3.894
Test Name/Report
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing TAS 102
(2 Quik -Drive Screws, Direct Deck)
Static Uplift Testing TAS 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing TAS 102
(1 Quik -Drive Screw, Direct Deck)
Static Uplift Testing TAS 102
(1 Quik -Drive Screw, Battens) • •
Wind Driven Rain "
TAS 100
Wind Tunnel Testing ."
TAS 108 (Nail -On) ......
Wind Tunnel Testing
TAS 108 (Nail -On) • • • • • •
Wind Tunnel Testing • •
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of •
screw vs. smooth shank nails
Physical Properties
TAS 112
520109-1 Static Uplift Testing
5201114 TAS 101
520191-1 Static Uplift Testing
TAS 101
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Evaluation Calculations
RT0617.04-16
COPO-002-02-12
COPO-002-02-06
COPO-002-02-05
25-7094
25-7496
25-7584/25-7804b-8/25-78044 & 5
25-7848-6
25-7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moments Due to Gravity
TAS 112
TAS 101
TAS 101
TAS 101
Date
May 1994
March, 1994
Feb. 1995
Feb. 1995
March, 1995
March, 1995
.... ......
*Oct: 1994
c. 19910
1994o:::: .
.
:. jujy.1994• • • • • •
.Jeer. 1993•
Aug. 1994
Dec. 1998
March 1999
February 1996
April 1996
December 1996
March 1995
09/01/16
April 1999
09/01/16
06/29/16
10/12/2016
10/12/2016
10/12/2016
NOA No.: 19-0408.01
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 3 of 9
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
the applicable Building Code. goose,
.. . .Y.
4. INSTALLATION • • • : • • •
.....Y
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componei t§%fiall be jf1Ah?l�d in Strict •
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS M.' ""
4.2 Data For Attachment Calculations•
.. Y. .. . .....Y
Table 1: Average Weight (W) and Dimensions (I x w) sees:
Tile Profile
Weight -W (lbf)
Length -I (ft) '..
VQtb.w (ft):
Batten Application
Direct Deck Application
Saxony 900
0.291
Saxony 900
10.9
1.417
1. 8
Slate, Shake & Split Shake
Direct
Deck
Battens
Direct
Deck
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
;L (ft3)
X (ft3)
Profile
Batten Application
Direct Deck Application
Saxony 900
0.291
0.315
Slate, Shake & Split Shake
Battens
Direct
Deck
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Saxony 900
Slate, Shake &
Split Shake
Direct Deck
Direct Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
NOA No.: 19-0408.01
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 4 of 9
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Fastened Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
•••• Resislance
(min 15/32"
(min. 19/32"
31.3 z s 3
5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per
plywood)
plywood)
2 The Dow Chemical Company TileBondn' one -component foam minimum weight per paddy 13.9 grams.
Saxony 900
2-10d Ring Shank Nails
30.9
38.1
17.2
Slate, Shake & Split
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
Shake
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 .#8 Screws
51.7
51.7
24.4
1-10d Smooth or Screw Shank Nail (Field
24.3
24.3
24.2
Clip)
1-10d Smooth or Screw Shank Nail (Eave
19.0
19.0
22.1
Cli
••
•
•
2-10d Smooth or Screw Shank Nails (Field
Clip)
35.5
.003;:5 • • •
34.9"0::
2-10d Smooth or Screw Shank Nails (Eave
31.9
...39�
32.Z
Clip)
0000
fffff
ffff fffi ffffY
Table 5: Attachment Resistance Expressed as a Moment Mvf(t•lbf) '.f'.' toff.
for Two Paddy Adhesive Set Systems :so:*: • f
Tile Application
Tile
Tile Application
. Minimur�=tt9Chmept
Profile
93 5
•••• Resislance
Saxony 900 Slate, Shake & Split Shake
Adhesive'
31.3 z s 3
5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per
594
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company TileBondn' one -component foam minimum weight per paddy 13.9 grams.
3. ICP Adhesives Polyset® AH -160 two -component foam, minimum weight per paddy 8 grams.
4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160
Two -component foam
DAP Products Touch N' Seal Storm
Bond 2 two -component foam
118.93
40.4 4
93 5
45 6
3 Large paddy placement of 45 grams of Polyset® AH -160.
4 Medium paddy placement of 24 grams of Polyset® AH -160.
5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per
paddy 45 grams.
6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams.
NOA No.: 19-0408.01
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 5 of 9
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
Mortar Set'
43.96
7 Tile-Tite Roof Tile Mortar
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
ORrt�f yy • • •
•••••• •• • •••••
• • • • • • • • • • • • •
LABEL FOR BORAL SAXONY 900 TILES LAKE WALES•Fh PLANT• • •
• • •
LOCATED UNDERNEATH TILE • • •. • •
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
MIAMI•DADE COUNTY NOA No.: 19-0408.01
�Fj• • • Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 6 of 9
NAIL HOLES
V
PROFILE DRAWINGS
UNDERLOCK
I
SAXONY 900 - SLATE
5/82" (Slate)
s
s
COVERLOCK.
•
•
MIAMI•DADE COUNTY
NOA No.: 19-0408.01
• Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 7 of 9
NAIL HOLES
PROFILE DRAWINGS
1-9/32" (Shake)
Note: Available Top Surface Finishes
5. Complete tile brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush
SAXONY 900 - SPLIT SHAKE
NOA No.: 19-0408.01
Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 8 of 9
NAIL HOLES
V
PROFILE DRAWINGS
1-9/32" (Shake)
7
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
MIAMI•DADECOUNTY
NOA No.: 19-0408.01
. • • • • I Expiration Date: 04/26/22
Approval Date: 05/16/19
Page 9 of 9
MIAMI -DARED
•
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
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 mq%t J1e
requirements of the applicable building code. •
.... ......
This product is approved as described herein, and has been designed to comply with the Florida Building G da .'
including the High Velocity Hurricane Zone of the Florida Building Code. "•: • • • •..:.
DESCRIPTION: BORAL TileSeal . "". •
.... .... .....
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,eitgostate a Modowing.....
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 jberPhas bpenao chanio...:
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 new NOA consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
MANUFACTURIGN LOCATION:
1. Brentwood, NH.
2. Houston, TX.
EVIDENCE SUBMITTED:
Test Agency
PRI Construction Materials
Technologies, LLC.
Trinity ERD
Test Identifier
OCF-356-02-04
OCF-356-02-02
OCF-356-02-01
OCF-424-02-04
OCF424-02-01
OCF424-02-03
BRLRF-SC 16810.11.17
.:::Soo
...00
......
Test Name/Repor� • • •
0000
ASTM D 1623. • • • , •
TAS 103 ..'..'
ASTM D 197(Q • •
ASTM D 1623 '
ASTM D 1974 • • •
TAS 103
ASTM D 1876
0000
0000 0000..
.. 0000..
0000
Date : ""'
• •67/25/1$•:
.. 00
'
D11/24/1.8.:::.
• 07/26/18 .'
:... A�/25/* •.:.
07/25/
W/25/f8
11/28/17
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 2 of 4
Test
Product
Product Dimensions
Specification
Description
BORAL TileSeal 36" x 36' rolls
TAS 103
SBS self -adhering asphalt sheet material with a
36" x 72' rolls
ASTM D1970
white glass re -enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
Boral Citadel Plus 36" x 72' rolls
ASTM D1970
SBS self -adhering asphalt sheet material with a
poly film -facer; for use as a mid -ply underlayment
in sloped roof assemblies.
MANUFACTURIGN LOCATION:
1. Brentwood, NH.
2. Houston, TX.
EVIDENCE SUBMITTED:
Test Agency
PRI Construction Materials
Technologies, LLC.
Trinity ERD
Test Identifier
OCF-356-02-04
OCF-356-02-02
OCF-356-02-01
OCF-424-02-04
OCF424-02-01
OCF424-02-03
BRLRF-SC 16810.11.17
.:::Soo
...00
......
Test Name/Repor� • • •
0000
ASTM D 1623. • • • , •
TAS 103 ..'..'
ASTM D 197(Q • •
ASTM D 1623 '
ASTM D 1974 • • •
TAS 103
ASTM D 1876
0000
0000 0000..
.. 0000..
0000
Date : ""'
• •67/25/1$•:
.. 00
'
D11/24/1.8.:::.
• 07/26/18 .'
:... A�/25/* •.:.
07/25/
W/25/f8
11/28/17
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood, non -insulated
Deck Description: 15/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type H or ASTM D2626 with a minimum 4" head lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps
and two staggered rows 12" o.c. the field of the roll.
Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval.
(Optional):
Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and
minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the
membrane to obtain maximum contact. Remove the release membrane as the membrane is
applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All
end laps and laps without black selvage area shall be sealed under lap using an SBS modified
mastic.
Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be b"nailed to
deck with approved annular ring shank nails and tin caps at a maxitrun3 4;" o.c' to tire` side • .. • ..
.. . .
laps. No nails or tin caps shall be exposed. ••. ••
000000
Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH -160, M 4wically FKjj ned .. Roof•..:
Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingleasc8mbliet..• • •
• .
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
.4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL
TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami -Dade County Product Control Department for approval provided that appropriate docu + • . 4 6 mentat h1g.
provided to detail compatibility of the products, wind uplift resistance, and fire testing r;ji4ks - • •
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loo"do0king panel9. Sweep..
the deck thoroughly to remove any dust and debris prior to application. • 00:00 6 6 .
06.49.
11. When applying the membrane in the valley, start at the low point and work to the high pt j.*mlling4t ; *M* embrane.
from the center outward in both directions. For ridge applications, center the membrana aiW wll frory ihz cente ; �.. •
outward In both directions. *00000 ••. • • • • . •
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface3 giviri� special Attention to •,
• 0
overlap areas. 0000..
. 0.0 4 0
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly eurrent Product- Control:"••;
Notice of Acceptance and applicable Building Code. • • 4 •
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment, and sealed using an SBS modified mastic.
15. 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.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below
END OF THIS ACCEPTANCE
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 4 of 4
c �jr r
IMI
DE MIAMI-DADE COUNTY
M.
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 44' Street
Coral Springs, FL. 33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida.BAfltling Code
including the High Velocity Hurricane Zone of the Florida Building Code. "" • • • • • •
.. . 909 .
DESCRIPTION: ICP Adhesives Polyset' AH -160.
0000 .
9000 0900 ....�
LABELING: Each unit shall bear a permanent label with the manufacturer's name or log 4ity, state. and folloviVK•
statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereiff • • • • 9'
000090 0
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has:aeeAjio change:*
in the applicable building code negatively affecting the performance of this product. • • 0 • • • 0 bass;
9 . •
.999
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives' Polyset' AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset® AH -160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A TAS 101
Two component polyurethane foam adhesive
Polyset®AH-160
ICP Adhesives Foam N/A
Dispensing Equipment 0000
Dispenser RTF1000
*00000
0 0.0 0.
ICP Adhesives ProPack® N/A
Dispensing Equipment 0 0. 0
000006 •• 0000..
30 & 100
""' • •
0 .000.
0000 0000 . 0
0000 0000 0000.
PRODUCTS MANUFACTURED BY OTHERS:
*9:**:
.. .. .. . 0000..
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current t40&Ivhich list -attachment .'
resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. ; • • • • •
;
0 0 0 6
. 0000 000 .
.. .
MANUFACTURING LOCATION:
• ••
'
0000
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property Test
Results
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength ASTM D 1623
Water Absorption ASTM D 2127
Moisture Vapor Transmission ASTM E 96
Dimensional Stability ASTM D 2126
Closed Cell Content ASTM D 2856
1.6 lbs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40'F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
Test Name/Report
Date
#94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
NB -589-631
ASTM D 1623
02/01/94
9637-92
ASTM E 108
04/30/93
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[1]
ASTM E 84
01/16/95
7050.02.96-1
TAS 114
03/14/96
P36700.04.12
ASTM D 1623
"19/12
P39740.02.12
TAS 101
• • •
b0Y2012
• • 9 6: -
6TAS
TAS 123
"• '
•
0000..
6 0
*00000 0 0 0 0 0
528454-2-1
TAS 101
096..6
1u: /98
• • • •;
528454-9-10000
• • 0 6
6
000 0
;
00
0000.
528454-10-1
0000..
6. 6
00:00'
520109-1
TAS 101
•••••6
•i•2- 798
••••••
520109-2
" • • •'
•
520109-3
0000..
""•'
520109-6
0000..
520109-7
•
0000
520191-1
TAS 101
03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH -160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
MIAMI•DADE COUNTY
...•
ynlj
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset' AH -160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset, AH -160.
2. ICP Adhesives Polyset' AH -160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset' AH -160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP
0000
Adhesives ProPack' 30 & 100 dispensing equipment only. • • • • • • • • • •
7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. •' • • • •
.0000. .. 0000..
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives . •
0000..
Polyset AH -160 has been dispensed. • • • • 0•..
9. ICP Adhesives Polyset' AH -160 placement and minimum a weight shall be in ac • • ce wit • • •e : • •
Y P patty � FPi��� 11 �. 0000.
'Placement Details' herein. Each generic tile profile requires the specific placement nWd J*rein.0..' . • • 0.0.0
0000..
0000..
.. . . . ..
.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
• • • • • • • •
LABELING: •
Area
Weight
Eave Course - Flat, Low, High
All approved listed herein be labeled
•
products shall and shall bear the imprint or identifiable*jV*�*;king of �� •
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
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 gr;tttsuijder pan
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
• • • • • • • •
LABELING: •
• • • • • •
All approved listed herein be labeled
•
products shall and shall bear the imprint or identifiable*jV*�*;king of �� •
• •
manufacturer's name or logo and following statement: "Miami -Dade County Product Control A1113roved"Ar t0 a Mia• •"; •
Dade County Product Control Seal as shown below. • • • • •
• •
.. .. • • •
• • • • • •
tom_ AMI cou(�t rr ; • :
•
. .
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # I
Mau thfough plastic c msnt Paddy Sfmoaih Td.)
1when t•quir•d:,
"JndPdLgrnrnt
2 if
Baat•rrS apttorlal
2.
Eev Cluaurr ._—
Nail through phsstk cement
(when repaired)
a _ Paddy ISenedth Talrl
tRrldv.eldynxmE '� �-'`'..,e ' ''•. � i
z i X, `*
'tea ,.
19in:r''
Battens opaional
Wit•=�.� -
-J � f•Fv
Lave Clusure
Eric Course - — Fascia
1Nal thmugih pld%1ic c.n, •nt--..
*hen requitotl' Padd-F 1RPnrdth:Tilrl
Vnd•rl,ynernt
titin.:
2 in.wida
..` .
Battens 1'
o{suxrnal -
r Ei.+r Course • __:;�.w: � �:: .R�-,• ' Fiscia
loin, lin. �' ~ Eavr dosu►e
a: * F•f" Doipedge
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 ram) x 1" (25'.4 mit) foarq„•
paddy onto the underlaypnentpositionad as shown
under the pan portion oftht the closest to the • • • . .
overlock of the tile bei$4 %8f.' •
2. Continue in same manger, jij$ure apljr * mately f 909
.
(109.7 cm2) — 23 (148.40ti.)'square jyjebladhes�ve . • •
contact with the underside of -the tile. .
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL ## 2
AR through FUNlic rpmrnO PAddy iBNnralh T&I
,;nh ltn required)
► in
ea¢taris OotionaI
F)"Coueia. _
Nail through plastic cernenA
'when requiredl
Paddy16ane4d%tile?
UmderlAynrne-
���`. �•,.-- `0.00 �j._.-_-
2,n �• t
Battens oivnal
ha
10tH;,•`_ <.,,;.._2 ~2�.� o .
•?'ham --. �:
Ewa CLowm
- .-0::000 ;•�_•: ,�.�.,.
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 tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile. • • • •
. . 0000 0000..
0000..
Medium Profile/ Double PA&TK
•
•00•0000 :0000:
0
1. Starting at the eave coursepappry a mii ra i 2" (548•,.
mm) x 10" (254 mm) x I I (J5 at mm) jeam paddy • •: •
onto the underlayment poSttidtied as shbt T? under the % •
000
pan portion of the tile clog* UNI.. the overlock of the 0.
tile being set. Insure apprpxirrVtely 1 E100#7 cm2 =""
23 (148.4 cm2) square ind%#dhesive cpntajt with 1" • •
underside of the tile. **:**a
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nail ihrough ptauk ceolertt _
, M'fiCle required) _ PAddy i3.rs-Oh Til.,
In.
Hallen, "tianai (. '
i [aye CouTSt---.,.T.-�.!�+.-,�,--^+':'-frK171
>-
's:w..Phai*
r
14 an,'--.-_ 2 N1.-�'r>+t -,:'`� - - Emx ci3•osun�
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure appr9ximajely 17"
(109.7 cm2) - 19 (122.6 cibl) s4uare inchWhesive " •
contact with the underside off' the tile.
0000.. .. 0000..
0000..
0000..
0000 0000 . .
0000 0000 0000.
.. .. .. . 0000..
0000..
. . . . 0000.0
0000..
. . 000000
00 0 0 00 0 0
. .
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Nail th rough plastic cement Paddy rbetweentilesl
[when required; %
y
Battens optional
'~ Paddy lundertile)
Single paddy !
on top of file
��' Singlepadd
andertil�
Single paddy '
on undedayment 2 x 4 in.
�2 in. i f f Fascia
----Eaveclosure
Flat/Low Proflle Tile
Nail through plastic cement Single paddy under the
I.when required) /
r"•., Paddy (between tiled
r
i -
Battens � �� f Paddylundertflel
optional
V Singlepaddy`
on top oftile
�''.
x 4 in. `
glepaddyon ` 2x4in.
X
sind '•>
un ertayment�f—�
\ ..IOm ' tin f/
Eave Closure
Eave Course y— Fascia
Medium Profile Tile
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the Overlock of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tije„gr under the
pan portion of the tile, closest to thS i>edeflock fqr....
the second course tile to -be installedr -Insare • •
approximately 8-9 int C.I?.62-58.1 cm2) of adhesio • •
contact with the underside of the tile. ' :....:
•••••• •• • •••••
(Instructions continued onobAtfvage) • • • • • • • • •.. •
•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail through plastic cegiem." Single paddy under tile
(when required) / X
Paddy Ibetween tiles)
Battens X
optional '�'`. Paddy (under tile::
,sin le pddy`�.
ounderlaym
n
Single 23c4in/\`',
Paddy on
top o file—
Ea
ile Eave Course
s tel' -Fascia
'Wee hole
0 n., 2 in,, ' f``` f Eave closure
•1,F /` Drip edge
High ProfileTlle
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 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
25 sq. in. contact area. o
IUnderlayment-'-�,-
"i o
_ o
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 flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing Munderside
of the tile. Apply a minimum 1" (U.44m) x jD;'. •
(254 mm) bead of adheaive:directlyon the inner .'
edge of each side of dwCdver tile. Lealae 0000:0
approximately 3/4" (19•rhM) to 1" (25.4 mm);....;
from the outside edge orthe tile, �nwaid, free of
..... .... .....
foam to allow for exp>lpp. • • •
4. Turn cover tile over aitep team is applied and
place onto pan tile course. Insured Vipjmum-of• • • •
20 (129 cm2) - 25 (161.3.dm2) sgdare inch ;....
contact area on each side otthe cover dile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
MIAM1,�D
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
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 mattrial fails to 6006the .... .
requirements of the applicable building code. • • • . • •
This product is approved as described herein, and has been designed to comply with the FlonMeguilding Codb
including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • •
.... .... . .
.... .... .....
DESCRIPTION: Polyglass Self -Adhered Roof System over Wood Decks • • • • • • • • • • • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or log(, city,,state and f9llowing.
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. -
.. • . • • • •
RENEWAL of this NOA shall be considered after a renewal application has been fled and there has bees 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# 17-1016.01 and consists of pages 1 through 38.
The submitted documentation was reviewed by Alex Tigera.
V � M
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 1 of 38
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Modified Bitumen
Materials SBS/APP/TPO
Deck Type: Wood
Maximum Design Pressure -112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Polyanchor
Polyglass G2 Base
Elastoshield HT
XtraFlex SBS HT
Base 650
Elastobase
Elastoflex SA V
Elastoflex SA V FR
Test
Dimensions Specification
Product
Description
250' x 48" ASTM D 4601, A polymer woven, high performance, synthetic base
Type II sheet.
108'x 36" ASTM D 4601, Asphalt -coated fiberglass reinforced base sheet
Type II
65' 8" x 3' 3-3/8" ASTM D 6162 SBS modified asphalt coated fiberglass/p&pster
reinforced base sheet. 4444 4444..
65' 8" x 3' 3-3/8" ASTM D 6162
65' 2" x 3' 3-3/8"
66' 8" x 3' 33/8,1
66' 8" x 3' 3-3/8"
ASTM D 6163,
Type I
ASTM D 6163,
Type I
ASTM D 6163,
Type I
6 0 •
SBS modified asphalt coated-fiberglass7pUyaster
46%9 60 4444..
reinforced base sheet. •
4444..
4444..
SBS modified asphalt coat0l*ffbgrglassMrif4rced • •
base sheet.
4444 4444 4444.
Self -adhered, fiberglass reinforced, SB&.1mmed
bitumen membrane with aMtt adhering b;fck face and •
a smooth top surface. �' 444:4 **see*
Self -adhered, fire -rated, derglass reilroodJ SBS:
modified bitumen membrane with a selikadhering back
face and a smooth top surface.
Elastoflex SA V
66' 8" x 3' 33/8"
ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
PLUS
Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
Elastoflex SA V
66' 8" x 3' 3-3/8"
ASTM D 6163,
Self -adhered, fire -rated, fiberglass reinforced, SBS
PLUS FR
Type I
modified bitumen membrane with a self -adhering back
face and a smooth top surface.
XtraFlex SBS Base
66' 8" x 3' 33/8"
ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
SA
Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
XtraFlex SBS Glass
65' 8" x 3' 3-3/8"
ASTM D 6163,
SBS modified asphalt coated fiberglass reinforced
Base
Type I
base sheet.
Elastobase P
65' 8" x 3' 3-3/8"
ASTM D 6164,
SBS modified asphalt coated polyester reinforced base
Type I
sheet.
Elastoflex SA P
32' 10" x 3' 3-3/8"
ASTM D 6164,
Self -adhered, fiberglass reinforced, SBS modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
NOA No.: 19-0311.04
MIAMI•DAD, COUNTY
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 2 of 38
Elastoflex SA P FR 32'10"x3'3-3/8" ASTM D 6164,
Type I
Polyfresko G SBS SA 32' 10" x 3' 33/8" ASTM D 6164,
Type I
Polyfresko G SBS SA 32' 10" x 3' 33/8" ASTM D 6164,
FR
Polyreflect
XtraFlex SBS G SA
Polybond
Polyflex
XtraFlex APP S
PolyKool
XtraFlex Kool APP S
SA
Polyflex SA P
Polyflex SA P FR
Type I
Self -adhered, fire -rated, polyester reinforced, SBS
modified bitumen membrane with a self -adhering back
face and a granule top surface.
Self -adhered, fiberglass reinforced, SBS modified
bitumen membrane with a self -adhering back face and
a granule top surface.
Self -adhered, fire -rated, fiberglass reinforced, SBS
modified bitumen membrane with a self -adhering back
face and a granule top surface.
32' 10" x 3' 33/8" ASTM D 6164, Self -adhered, polymer, SBS modified bitumen
Type I membrane with a self -adhering back face and a smooth
top surface.
32' 10" x 3' 3-3/8" ASTM D 6164, Self -adhered, fire -rated, polyester reinforced, SBS
Type I
modified bitumen membrane with a self -adhering back
face and a granule top surface.
32' 10" x 3' 3-3/8" ASTM D 6222
Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a smooth or sanded top surface.
32' 10" x 3' 3-3/8" ASTM D 6222
Torch applied, polyester reisrl'oroed, APP•modified .'
bitumen membrane with a*Mj:'8ff polyethylene bank • •
face and a smooth or sandeca0t0 * surfac e.0 * � ....
32' 10" x 3' 3-3/8" ASTM D 6222
Torch applied, polyester reivfiorced, Ab&w dified.....
bitumen membrane with a'54M pff poj}"byjene bm; • •
. .. .. ......
face and a smooth or san; a �o��surface..
32' 10" x 3' 33/8" ASTM D 6222,
Self -adhered, polyester reinforced, APP modified....:.
Type I
bitumen membrane with � self-gdherithg back face;j;d
a white film laminate on the top surface.'*. '
....
32' 10" x 3' 33/8" ASTM D 6222,
Self -adhered, polyester reinforced, APP modified
Type I
bitumen membrane with a self -adhering back face and
a white film laminate on the top surface.
32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, polyester reinforced, APP modified
Type I bitumen membrane with a self -adhering back face and
a granule top surface.
32' 10" x 3' V/8" ASTM D 6222, Self -adhered, fire -rated, polyester reinforced, APP
Type I modified bitumen membrane with a self -adhering back
face and a granule top surface.
Polyfresko G APP SA 32' 10" x 3' V/8" ASTM D 6222, Self -adhered, polyester reinforced, APP modified
Type I bitumen membrane with a self -adhering back face and
a granule top surface.
Polyfresko G APP SA 32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, fire -rated, polyester reinforced, APP
FR Type I modified bitumen membrane with a self -adhering back
face and a granule top surface
XtraFlex APP G SA 32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, fire -rated, polyester reinforced, APP
Type I modified bitumen membrane with a self -adhering back
face and a granule top surface.
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 3 of 38
Polyglass APP Base
PG 100
65' 8" x 3' 3-'/8"
1, 3, 5, 50, 55 gal,
tube or 17 oz. spray
can
ASTM D 6509, APP modified asphalt coated fiberglass reinforced
Type I base sheet.
ASTM D41 A penetrating solution of solvent and a blend of
selected asphalts used to promote adhesion.
PG 350
1, 3, 5, 50, 55 gal. or
ASTM D3019
ASTM D41
tube
Type III
PG 400
1, 3, 5, 50, 55 gal. or
ASTM D4586
ASTM D3019
tube
ASTM D3409
PG 425
1, 3, 5, 50, 55 gal. or
ASTM D4586
tube
ASTM D3409
PG 450
1, 3, 5, 50, 55 gal. or
ASTM D4586
tube
PG 500
POLYPLUS 35
POLYPLUS 45
POLYPLUS 50
XtraFlex 10
XtraFlex 35
XtraFlex 50 Premium
Modified Wet/Dry
Cement
WB -3000
A fibered rubberized adhesive designed for use with
modified bitumen membranes.
A thick, fibered, rubberized flashing cement for use in
dry or damp conditions.
A thick, fibered, rubberized flashing cement for use in
dry or damp conditions.
A thick, fibered, rubberized flashing cement.
1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use
tube with modified bitumen membranes.
1, 3, 5, 50, 55 gal. or ASTM D3019
tube Type III
1, 3, 5, 50, 55 gal. or ASTM D4586
tube
1, 3, 5, 50, 55 gal. or ASTM D4586
tube
1, 3, 5, 50, 55 gal,
ASTM D41
tube or 17 oz. spray
can
1, 3, 5, 50, 55 gal. or
ASTM D3019
tube
Type III
1, 3, 5, 50, 55 gal. or
ASTM D4586
tube
5 gallon pail Proprietary
A fibered rubberized adhesive designed for use with
modified bitumen membranes.
YY"•
A thick, fibered, rubberized flashing cmeilt` ......
YYYYYY 'YY YYYYYY
A thick, fibered, rubberizgd:Qiing cemgnt for use
with modified bitumen membranes. : "":
A penetrating solution of solvent and a'b'lend of
0*****
Y. Y .....
selected asphalts used to pr6"&e adlnjcq.• ....:
••.YY•Y Y
Y .
A fibered rubberized adhesive aesignedd'otuse with" •
modified bitumen membfWqd5. Y • • • • • •
A thick, fibered, rubberized flashing ceftht for use
with modified bitumen membranes.
A low-VOC, water-based acrylic primer to enhance
adhesion of self -adhered membranes.
NOA No.: 19-0311,04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 4 of 38
APPROVED INSULATIONS:
TABLE 2
Product Name
Product Description
Manufacturer
(With Current NOA)
Polytherm-H
Polyisocyanurate foam insulation
Polyglass USA, Inc.
Polytherm
Polyisocyanurate foam insulation
Polyglass USA, Inc.
Polytherm G
Polyisocyanurate foam insulation
Polyglass USA, Inc.
XtraFlex Polyiso
Polyisocyanurate foam insulation
Polyglass USA, Inc.
XtraFlex Polyiso G
Polyisocyanurate foam insulation
Polyglass USA, Inc.
ACFoam-II
Polyisocyanurate foam insulation
Atlas Roofing Corp
ACFoam-III
Polyisocyanurate foam insulation
Atlas Roofing Corp
Structodek High Density Fiberboard Roof Wood fiber insulation board
Blue Ridge Fiberboard, Inc.
Insulation
DensDeck, DensDeck Prime
Gypsum insulation board
Georgia-Pacific Gypsum LLC
H -Shield
Polyisocyanurate foam insulation
Hunter Panels, LLC
H -Shield CG
Polyisocyanurate/perlite composite insulation
; HVnter )!anal;:LLC ......
ENRGY-3
Polyisocyanurate foam insulation
...Jgl�s Manvi4le*.:Corp.,,,'-,
Fesco Board
Expanded mineral fiber
"';drins Manville Corp •.... •
..
Multi -Max FA -3
Polyisocyanurate foam insulation
.... .... . .
• 4 ax Operating, LLCr....
SECUROCK Gypsum -Fiber Roof Board
Fiber reinforced coverboard
.. •::jVj;ted Stales- �,ypsunl
.......
...... Corpor.at.ion •
. . . . ......
.....•
.. . . .. . .
NOA No.: 19-0311.04
pIIAMMADE COUNTYJG Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 5 of 38
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
Dekfast DF-# 12-PH3
Insulation fastener for wood,
SFS Group USA, Inc.
steel and concrete decks
2.
Dekfast DF-#14-PH3
Insulation fastener for wood,
Various
SFS Group USA, Inc.
steel and concrete decks
3.
Dekfast DF-#15-PH3
Insulation fastener for wood,
Various
SFS Group USA, Inc.
steel and concrete decks
4.
Dekfast PLT -H-2-7/8
Galvalume hex stress plate.
2'/8" x
SFS Group USA, Inc.
31/4"
5.
#14 Roofgrip
Insulation and membrane
Various
OMG, Inc.
fastener
6.
Flat Bottom Metal Plate
A2 -SS aluminized steel plate
3" square
OMG, Inc.
7.
Trufast #14 HD Fastener
Insulation fastener for steel and
....
A'1tenlo9,.UriAk & (;Q....
wood decks
• • t3.�!�In�c. `
8.
Trufast 3" Metal Insulation
Round Galvalume AZ50 steel
3.23 round
.....).
...;Qltenloh, B;inck &o.
Plate
plate
3" round
•••. U'.'Sjnc. ;"'•;
9.
Polygrip Fasteners #12
Insulation fastener for wood
Various
•:••�olyglas '0SA Inc'':•'.
,
steel and concrete decks
0000. 0. 0 00000
•
.. .. .. 000080
10.
Polygrip Fastener # 14
Insulation fastener for wood,
Various
:'':' Polyglass'fUSA, Inc. •,
steel and concrete decks
0 • • •.. •
.. 0000..
gogo
11.
Polygrip Fastener #15
Insulation fastener for wood,
Various
Polygia+sWSA, Inc.
steel and concrete decks
12.
Polygrip Hex Plates
Galvalume hex stress plate.
2'/s" x
Polyglass USA, Inc
31/4"
13.
OMG 3 in. Ribbed
Galvalume stress plate.
3" round
OMG, Inc.
Galvalume Plate (Flat)
14.
OMG 3" Galvalume Steel
Galvalume stress plate.
3" round
OMG, Inc.
Plate
15.
Dekfast PLT -R-3
Galvalume stress plate.
3" round
SFS Group USA, Inc.
16.
Millennium One -Step
A two component, low rise,
Adco Products, Inc. dba
Foarnable Adhesive
polyurethane foam adhesive
Royal Adhesives &
Sealants
17.
Millennium One Step Green
A two component, low rise,
Adco Products, Inc. dba
Foamable Insulation
polyurethane foam adhesive
Royal Adhesives &
Adhesive
Sealants
18.
Millennium PG -1 Pump
A two component, low rise,
Adco Products, Inc. dba
Grade Adhesive
polyurethane foam adhesive
Royal Adhesives &
Sealants
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 6 of 38
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 7 of 38
APPROVED SURFACING:
TABLE 4
Chosen components
must be applied according to manufacturer's application instructions.
Number Product
Product
Application
Specification
Manufacturer
Name
Description
Rate
1. Gravel
To be installed in a flood coat
400 lbs/sq
N/A
Generic
of approved asphalt at 60 lbs/sq
2. Slag
To be installed in a flood coat
300 lbs/sq
N/A
Generic
of approved asphalt at 60 lbs/sq
3. KM Acryl 15
A premium white or tinted
1-1'/z gaUsq
ASTM D6083
Polyglass USA,
elastomeric acrylic based roof
Inc.
coating (water-based). A
polyester fabric may be used
for reinforcement with this
coating.
4. KM Acryl 15 QS
A premium white or tinted
1-1'/z gaUsq
ASTM D6083
Polyglass USA,
quick setting, elastomeric
Inc.
acrylic based roof coating
. .
•
.... ......
(water-based). A polyester
•..'
... .'
fabric may be used for
......
•
.. ......
reinforcement with this
"""
....
•
5. KM Acryl 25
coating.
A premium white or tinted,
1-1'/z gal/sq
....
ASTM ID1083
.... . .
•
.... .....
• Pojyglass i39As • •
elastomeric acrylic based roof
.. ..
.. . ......
Inc.
coating (water-based). A
. .
•
polyester fabric may be used
. . ......
"•' •'
for reinforcement with this
• • • • •
coating.
• • • •
6. KM Acryl 25 QS
A premium white or tinted
1-1'/z gaUsq
ASTM D6083
Polyglass USA,
quick setting, elastomeric
Inc.
acrylic based roof coating
(water-based). A polyester
fabric may be used for
reinforcement with this
coating.
7. KM -PS #220
A single component, solvent,
1.25 gal/sq
ASTM D6694
Polyglass USA,
white or tinted, silicone
Inc.
coating.
8. KM -PS #250
A premium grade high solids,
1.25 gal/sq
ASTM D6694
Polyglass USA,
white or tinted, single
Inc.
component, moisture cure,
fluid applied silicone coating
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 7 of 38
APPROVED SURFACING:
TABLE 4
Chosen components must be applied according to manufacturer's application instructions.
Number Product Product
Application
Specification
Manufacturer
Name Description
Rate
9. PG 300 An asphalt cutback fibered roof
1 %i-2 gal/sq
ASTM D4479
Polyglass USA,
coating. May be applied by
Inc.
brush or spray equipment to
rejuvenate aged BUR
10. PG 600 Non-fibered aluminum roof
%z-1 gal/sq
ASTM D2824
Polyglass USA;
coating.
Type I
Inc.
11. PG 650
12. PG 700
13. PG 700 QS
14. PG 800
15. PolyBrite 70
16. PolyBrite 70 QS
17. PolyBrite 90
Fibered aluminum roof coating. 1'/2-2 gal/sq
A premium white or tinted
elastomeric acrylic based roof
coating (water-based). A
polyester fabric may be used
for reinforcement with this
coating.
A premium white or tinted
quick setting, elastomeric
acrylic based roof coating
(water-based). A polyester
fabric may be used for
reinforcement with this
coating.
An asphalt based, non-fibered
clay emulsion
A premium white or tinted
elastomeric acrylic based roof
coating (water-based). A
polyester fabric may be used
for reinforcement with this
coating.
A premium white or tinted
quick setting, elastomeric
acrylic based roof coating
(water-based). A polyester
fabric may be used for
reinforcement with this
coating.
A premium grade high solids,
white or tinted, single
component, moisture cure,
fluid applied silicone coating
1-1'/z gaUsq
1-1'h gaUsq
3 gal/sq in two
coats
1-1% gaUsq
1-1 %Z gal/sq
1.25 gal/sq
ASTM D2824 Polyglass USA,
Type III Inc.
ASTM D6083 Polyglass USA,
Inc.
ASTI.pb083
ASTM D 1227
.... ......
P-491ass U$ -A' •
.***Inc. .....
.... %
'FAyglass USA,
Inc.
ASTM D6083 Polyglass USA,
Inc.
ASTM D6083 Polyglass USA,
Inc.
ASTM D6694 Polyglass USA,
Inc.
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 8 of 38
APPROVED SURFACING:
TABLE 4
Chosen components must be applied according to manufacturer's application instructions.
Number
Product
Product
Application
Specification
Manufacturer
Name
Description
Rate
18.
PolyBrite 95
A single component, white or
1.25 gal/sq
ASTM D6694
Polyglass USA,
tinted, solvent, moisture cure
Inc.
silicone coating.
19.
POLYPLUS 60
Non-fibered aluminum roof
%-1 gal/sq
ASTM D2824
Polyglass USA,
coating.
Type I
Inc.
20.
POLYPLUS 65
Fibered aluminum roof coating.
1'/z-2 gal/sq
ASTM D2824
Polyglass USA,
Type III
Inc.
21.
XtraFlex 60 Aluminum
Non-fibered aluminum roof
%z-1 gal/sq
ASTM D2824
Polyglass USA,
Roof Coating
coating.
Type I
Inc.
22.
XtraFlex 65 Aluminum
Fibered aluminum roof coating.
1'/2-2 gal/sq
ASTM D2824
?&;glass USA,
Roof Coating Fibered
Type iII
'....'Inc. ......
23.
XtraFlex 70 Premium
A premium white or tinted
1-1'/z gaUsq
ASTMD6083
......
Wly�ass USA,'.
Acrylic FR Roof
elastomeric acrylic based roof
„�
. ......
Inc.
Coating
coating (water-based). A
....
.... ......
polyester fabric may be used
....
.... .....
for reinforcement with this
' • " • •
• • • • • • •
coating.
.. ..
.. . ......
.
24.
XtraFlex 80 Emulsion
An asphalt based, non-fibered
3 gal/sq in two
ASTM N227
. Po.l}c
... .lass ilSia,:.
Roof Coating
clay emulsion
coats
Inc.
25.
XtraFlex 30
An asphalt cutback fibered roof
1'/2-2 gal/sq
ASTM D4479
rplyglass LISA,
Bituminous Roof
coating. May be applied by
Inc.
Coating Fibered
brush or spray equipment to
rejuvenate aged BUR
26.
XtraFlex SRC 8000
A single component, white or
1.25 gal/sq
ASTM D6694
Polyglass USA,
tinted, solvent, moisture cure
Inc.
silicone coating.
27.
XtraFlex SRC 9600
A premium grade high solids,
1.25 gal/sq
ASTM D6694
Polyglass USA,
white or tinted, single
Inc.
component, moisture cure,
fluid applied silicone coating
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 9 of 38
EVIDENCE SUBMITTED:
Test Agency Test Name/Report
Factory Mutual Research 4470
Corporation 4450
4470
4470
4470
4470
4450
4450
4470
4470
4470
4470
Trinity ERD TAS 114
TAS 114
TAS 117(B) -ASTM D903
TAS 114
TAS 114
TAS 114
TAS 114
TAS 117(B) -ASTM D6862
TAS 114 & FM 4470
TAS 114(D) — ASTM D 1876
TAS 114 (H)
FM 4470 & TAS 114
ASTM D6163 / ASTM D 4601
ASTM D6163
ASTM D6164
TAS 114
TAS 114 & TAS 117 (B)
ASTM D6509
ASTM D6222
ASTM D6164
TAS 114 & FM 4474
ASTM D4601 / TAS 117
ASTM D6222
ASTM D4601 / TAS 117
ASTM D6162
ASTM D6162
TAS 114 & FM 4474
TAS 114 & TAS 117 (B)
PRI Construction Materials ASTM D6222
Technologies ASTM D6163
ASTM D6222
ASTM D6694
Report No.
2W7A7.AM
2D5A9.AM
3000857
3004091
3001334
3014692
3014751
3019317
3024311
3012321
3036182
RR202591
11752.09.99-1
11751.05.03
020841.06.04
02762.03.05; • •
02764.09.05 "
P 1739.01.07"': "
P1734.07.06 -RI . •
C8500SC.I L(n...'
P7860SC. I l bre : • •
P10070.10.08* "
P 13760.09.09'':'
P33970.03.11 •
P33960.03.11.9'
P37590.03.13 -2-R1
P37590.03.13 -3A
P1738.02.07 -R2
11757.04.01-1-R1
P37590.03.13 -1-R1
P37590.03.13 -5-R1
P37590.07.13-1
P41630.08.13
P45940.09.13
P37590.09.13
P45970.05.14
SC5170.05.15
SC5170.12.15-1
PLYG-SC8905.05.16-1
11757.12.00-1-R2
PUSA-061-02-02
PUSA-064-02-02
PUSA-062-02-02
PUSA-134-02-01
Date
08.04.94
06.22.99
01.12.00
01.12.00
02.15.00
08.05.03
08.27.03
06.30.04
11.01.06
07.29.07
07.31.09
10.22.15
02.08.00
05.30.03
.06.02.04
"0940.05
••••••
..02.(19.05
•
01'73.07
Q%27.07
;••••
'.1 .30.07
.....
•41.30.07
••.••'
'•10'09.08
••••;•
0t).10.09
'.
�•fl•3!}5.11
• •
. 03,15.11
;""••;
' • WA5.13
03.06.13
04.29.13
04.30.13
06.26.13
07.01.13
07.02.13
08.06.13
09.04.13
09.12.13
05.12.14
05.08.15
12.29.15
05.17.16
04.05.17
01.28.08
02.27.08
12.04.08
05.16.14
NOA No.: 19-0311.04
Mi,aMi•o�e COUNTY', Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 10 of 38
r EVIDENCE SUBMITTED:
Test Agency
Test Name/Report
Report No.
Date
ASTM D6694
PUSA-135-02-01
05.16.14
TAS 117(B)
PUSA-202-02-01
05.08.17
FMA470 & TAS 114
PUSA-202-02-02
05.23.17
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 11 of 38
sees
.
sees
0.98.0
.9 .
•e• .
.
sees..
seessees
. .
0000
sees
00.46
.. ..
0000
0000.9
sees..
9
. .
. .
,:909.
sees ..
..
sees..
.0 .
. ..
9.9.
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 11 of 38
4 S, %
Membrane Type: SBS/APP
Deck Type 1: Wood, Non -Insulated
Deck Description: 19/32" or greater plywood or wood plank, fastened at 24" spans with 8d common nails at 4" o.c.
or #8 wood screws at 6" o.c.
System Type E(1): Base sheet is mechanically attached to roof deck. Membranes subsequently adhered.
All General and System Limitations apply.
Base Sheet:
One ply of Elastobase, Elastobase P, Elastoshield HT, Polyanchor, XtraFlex SBS Glass Base
or XtraFlex SBS HT Base 650 fastened to the deck as described below:
Fastening:
Attach base sheet using 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 8"
o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet.
Ply Sheet:
One or more plies of Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V PLUS, Elastoflex
SA V PLUS FR or XtraFlex SBS Base SA self -adhered.
Membrane:
One ply of Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P, Polyflex SA P FV. P.Olyfresko
G APP SA, Polyfresko G APP SA FR, Polyfresko G SBS SA, Poly jtes%(g G SB5 SA FR, 000000
PolyKool, Polyreflect, XtraFlex APP G SA, XtraFlex Kool APP S SA'or KtraFlex•SBS G SA .'
self -adhered. • 0 : 0 0
. •• 6666.9
6666..
Surfacing:
6666 66660.
6666
Install one of the approved surfacing products listed in Table 4 to obtai"desired ZQjjftg or
(Optional)
• •
required fire classification. 000000 6 9 0 • 6 6 66 •
•
90 60 •9 . 6666..
Maximum Design
:60:0: •
•
Pressure:
-52.5 psf; (See General limitation #7.). • 6666.. ""• •
•
0 0 .
0 :6090
6. 0
NOA No.: 19-0311.04
Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 30 of 38
r
WOOD DECK SYSTEM LIMITATIONS:
A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. 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 2040 lbs./sq., or mechanically attached using the fastening pattern of the
top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4'x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using
spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one
at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break 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. 0000
Note: Spot attached systems shall be limited to a maximum design pressure of 4fi psf. 00#090
0000
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 valut,•Al fitld-tested a;e below..:.
275 Ibf. insulation attachment shall not be acceptable. •
....... ......
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attach ftV4 l.g based on a minimum •
fastener resistance value in conjunction with the maximum design value listed within &.Sffific sys�In.• Shoula*: • •.
the fastener resistance be less than that required, as determined by the Building Officio}, a revised Tzsthu2r • • •
spacing, prepared, signed and sealed by a Florida registered Professional Engineer, R4gitt2*d Architect, or . •
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the witblkavW • • • • : •
resistance value taken from Testing Application Standards TAS 105 and calculations'Ilip;rppliance with Rool%g• .;
Application Standard RAS 117. •
7. Perimeter and comer 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 nailers, 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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 19-0311.04
MIAMI•DADE COUNTY
• Expiration Date: 10/11/22
Approval Date: 03/21/19
Page 38 of 38
POLYGLASS E -.S A.. lac.
Corporate OI'tice.
I I I I West Nev,. port Center Dri ve
Deerfield reach. Honda ;3)..1,47
10. o�A)'.13 13.0- (9`i)T18--14 3
I;rnail: technicalirlpokilass.coi»
Technical Bulletin 2018-01
To: All POLYGLASS Users
CC: POLYGLASS Sales & Technical Services Personnel
Date: January 2, 2018
From: James E. Akins, CSI
National Technical Services Manager
RE: NEWLY Revised Polyglass Self -Adhered UL Listing for Class A assemblies
•
• •
This Notice is to inform all parties that Polyglass USA, Inc. recently receiv{g4 AEWLY•.
REVISED Class A, Combustible Fire Rating within Polyglass TGFU.R1475t�f4-slopes , • •
up to 2:12. The NEW UL, Class A assembly, System #49, is listed below. •"••• ,'•••
•••• •
49. Deck: C-15/32
Incline: 2
Insulation (Optional): — Polyisocyanurate, perlite, wood fiber or :•':•: •
polyisocyanurate/perlite board, any thickness. y : •..;,
Base Sheet: — "ELASTOBASE", mechanically fastened or "ELASTAPLrX Sd
V FR", self -adhered. • •
Ply Sheet (Optional): — "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA
V FR" or "ELASTOFLEX SA V FR BASE VENT", self -adhered.
Membrane: — "POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR",
"ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", self -adhered or
"DUFLEX G FR", "XtraFlex APP Dual", "POLYFLEX G FR", "XtraFlex APP G
HP", "Xtraflex APP G FR", "ELASTOFLEX S6 G FR", "POLYFRESKO G SBS
FR", "ELASTOFLEX VG FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G
T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT" or "ELASTOSHIELD
TS G FR", heat fused.
The newly populated assembly allows our users to adhere directly to combustible
substrates, without the overburden of extra glass base plies, as previously listed.
Should a project have a specific or special circumstance, please direct all questions to
the POLYGLASS Technical Services Department or a Code and Compliance
Representatives.
JEA,1/2/2018
1100FINC; AND tV.AJEJITROOFING SYSTEMS
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