RF-18-20L'� ��J� �•-- d-dAi2i Jc.. l/ 7//� d "�0. v"�/z � 3 J-.� 9z v . �
Zlo_s�
�I
I
4 e L+. nom- — ..r +r -_.... a ..sa- _ - —.{ .a.. - _� _ - ----- �—•--, �-...._. _
rN <�J�- •-- 4- �2i Jc.. I - ' 7// ��0. cam- Z � 3 ,f—,� �l c� - .�-�
aQG ,• = '{ 1 Vu o
Lab Report No. 128377
C 16 -Zs oo FLORIDA TEC
PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY
C.A. # 30448
Lab Certificate # 17-0703.01
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS -106
PROPERTY ADDRESS. 1460 NE 103rd St., Miami Shores
owNER: Chris & Monica Savits
CONTRACTOR: 7mart Roofing Corp.
TILE TYPE: Flat
ATTACHMENT.• Polyfoam
Testing E ui ment: Digital Chatillon DFIS 200
Test Tabulation
PERMIT No: PFI -18-20
ROOFING SQUARES: 14
ROOF PITCH: 3:12
INSPECTOR INITIALS: AB
TEST DATE: 4/2/2018
Required Testing Force: 35 Ibs
THIS ROOF HAS: PASSED ® FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106.
25 —0
P.E.
/2/4a
2
10735 SW 216`h St. Unit 404 Tel: 305-256-4550
Miami FL 33170 Page 1 of 1 Fax: 305-256-6833
www.FloridaTEC.net
`SNOS c,� Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
tORLDp'
rm it
Issue Date: 114!2018
Permit No. RF -1-18-20
Permit type: Roof
Work Classification: Tile/Flat
Permit Status: APPROVED
Expiration: 07/03/2018
Project Address Parcel Number Applicant
1460 NE 103 Street 1132050310060
CHRISTOPHER SAVITS
Miami Shores, FL Block: Lot:
CHRISTOPHER SAVITS 1460 NE 103 ST
MIAMI SHORES FL 33138-2626
Contractor(s) Phone Cell Phone
ALL FLORIDA CUSTOM HOMES (904)838-8822
of Work: Re Roof
itional Info: RE -ROOF FLAT AND NEW TILE ROOF ADDI
>sification: Residential
nning: 3
Fees Due
Amount
CCF
$6.00
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$2.00
Permit Fee - New Roof
$300.00
Scanning Fee
$9.00
Technology Fee
$8.00
Total:
$332.50
Pay Date Pay Type
Invoice # RF -1-18-66038
01/04/2018 Credit Card
01/04/2018 Credit Card
Cell
Valuation: $ 10,000.00
Total Sq Feet: 2100
Amt Paid Amt Due
$ 282.50 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zofiir _ . LA#w-m e-Feythorize the above-named contractor to do the work stated.
January 04, 2018
ut zed Signat r6: Owner / Applicant / Contractor / Agent
BuAding Department Copy
January 04, 2018 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC /ROOFING
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS
JOB ADDRESS:
0
IL4
Vk
FBC 2017
Master Permit No. II (,.e a 5 O U
Sub Permit No.7'4c
` v 2L.")
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: EL Miami Dade zip: 3.3138
1- by G Is the Building Historically Designated: Yes NO
Folio/Parcel#: /1-3,905 ^ 0 -
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Ck<<S j MO ni G tA 5 ONV 416 Phone#: 36 S- -7 f u -ft l 8
Address: I +- o P C 103 S4 -
City: Mi IA woo 5ke n,S State: Zip:
Tenant/Lessee Name: Phone#:_
Email:
CONTRACTOR: Company Name: All F(OiWa CUb-owo hbw--S Phone#: 170y •- 33y-3/ddZ
T
Address:S�`tUlgr.¢s's G -/n{ f/r J��a �ectic.Li
City: Pon. 1f Ve d✓,* A_ell v� State: Zip:
Qualifier Name:
State Certification or Registration #:
ne#:
rtificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ (a, Q00
City:
te: Zip:
Square/Linear Footage of Work: oZ/dd
Type of Work: ❑ Addition ❑ Alteration 1 ❑ New ❑ Repair/Replace ❑ Demolition I
Description of Work:"l� Qcs0 F �►a T (2-dvY N <'�' t l 1,C foo �i Up it�Uv�
Specify color of color thru tile:�OAl-[&__
Submittal Fee $ Permit Fee $ -3i CAA) Z:b CCF $ CO/CC $ _
Scanning Fee $ Radon Fee $ 3 ' (7A DBPR $ -A ' T -O Notary $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
Double Fee $
Bond $17.__=_! •~o — 2-
TOTAL FEE NOW DUE $ �� so
i - .
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 i oc urs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b rov d a d a reinspection fee will be charged.
Signature Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
Al7 day of J� C' 20 t� by
l i5 S]i � who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
(Revised02/24/2014)
CONTRACTOR
The foregoing instrument was acknowledged
w��ledged before me this
�,r�L—
Z� day of b�20 by
r �nh R IN IM. L- , who - personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: \I
Seal: }
} �a►at 0u` Notary Pudic State d Florida
j F Jannina E Roman
My Commission FF 102357
• V m pq Expires 03/16/2018
************s****sss* * ss * *** * s* s s *ssss* s**ssss****s
Pians Examiner
Structural Review
Zoning
Clerk
^ ~� RECEIVED
JAN 0 ROOF ASSEMBLIES V_CTURES
Florida Building Code 5th Edition (2014)
ijh-Velocity Hurricane Zone Uniform Permit Application Form �A
Section A (General Information)
Master P6r\m\it No. C�> Process No.
co
Job Address V-4 (e Lo 9 1
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FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2m14) 15.37
U
ROOF CATEGORY
U
Slope
o wev�anmooyFen�nndn�»osjvoSete°
O Asphaltic Shingles
o Mma/Ponoxamng�w O Wood ° ° ° hu��°°°�°
-
"°°
O Pmoonv�voBUR-RAS 15o °°°:°° °
°
ROOF TYPE °°°°
//
21 New roof O Repair
O Maintenance �,O Reroofing 000<30Ron ° iMg°°
°°
ROOF SYSTEM |mFORMA�°°
°°°°°° °
»°°
°�m
Low Slope Area �`
° °
Steep uJTv�|(SF)
°o r°�°
emppuRoof AREA (Gap aF
—__- .
* °
Section B(Roof Plan) � ° °
w°°° °
Sketch Roof Plan: Illustrate all levels and sections, roof drains, ��PPn�'«v»«wscv andovo°rfl°owgrains. rn";w° U
imnn-aionom[
sections and levels, clearly identify
dimensions m°n"a,eopressure zones and location o/parapets.
A
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FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2m14) 15.37
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
1
1
Section C (Low Slope Application) Top Ply F Aeneer/B`onding Material.•
Fill in specific roof assembly components and identify
manufacturer i
(If a component is not used, identify as "NA") Surfacing:
/� Fastener Spacing for Anchor/Base Sheet Attachment:
System Manufacturer: (.(� Field: _q_" oc @ Lap, # Rows @
' oc
Product Approval No.: I to _?0 • 0.2– Perimeter: 6-" c @ Lap, # Rows3 @ (" oc
1 �
Design Wind Pressures, From RAS 128 or Calculations: Comer: " oc @ Lap, # Rows _3@ 4 " oc • • • •
Number of Fasteners Per Insulation:3oa. • •
1 Field Perimeter • • • • • Corner
Max. Design Pressure from the s eafic roduct • • • � � • 1 . •
I approval system: i;�."1) �� • • • • • • •
( Illustrate Components Noted and Details es Applicapib! • •
Deck: Woodblocking, Gutter, Edge Terminatiompiitripping, f`IASfftng, r ••: •
/ II Continuous Cleat, Cant Strip, Base F.Ia�sDj q.Counterflashing, I • • • • •
Type: L( I� / tAl Q`1 Caping, Etc: • •
/
GaugelThickness:_Indicate: Mean Roof Height, Parapet Pelgtt, Height of Vase •
_ tJ /� Flashing, Component Material, Mateligio yltokness, Fasteper
••••••
Slope: t Type, Fastener Spacing or Submit Manufacturers Dritsl#rth8t I • •
1 p �y Comply with RAS 111 and Chapter 19. • , • • • • • •
AnchorBase Sheet & No. of Piy(s): f� 114- • • 000000
Anchor/Base Sheet Fastener/BondiingMaterial:
1 �I
Insulation Base Layer: FT_ - 1
Base Insulation Size and ThTkne
y,3 f;l Q ! Parapet
Height
( Base Insulation Fastener/Bor
Top Insulation Layer:
FT. — 1
Top Insulation Size and Thici W06 Mean
Roof
Top Insulation Fastener/Bon
Height
Base Sheet(s) & No. of Ply(s): _76-44 e6k5'f-5'61d
Base Sheet Fastener/Bonding Material: I I 1
3� t
Ply Sheets) & No. of Piy(s): J,0
(l Ply Sheet Fastener/Bonding Material: '
lAo A -
Top Ply: F %%�►ttiC ✓"� ` ��t+ r '��'�� __..
1
1
15.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
Copyright to, or licensed by, ICC (Ald. RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:12;12 AM pursuant to License
Agreement. No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: -eo `CL4 P_. -
Notice of Acceptance Number: L t,e 07 t I O
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
P1: 3h• p1: (es - l P1: 100 .'7
Deck Type: S18 �L wao� •••••�
_.... Type Underlayment: • • • • • • j
Roo Slope: 30 -- '....... ........
12 _ -- ...... •
__._._._......_ Insulation: � � .... � • • •
Fire Barrier: �� •
FRiclqleWntilafion? Fastener Type & Spacing: ` -- ►'��! �S • • • • • •
jt �__�
J ...
Adhesive Type:�o �Y c •9-u�l` 2 Q 4�U �
Type Cap Sheet: ILPL " 4► A
Mean Roof Height: L ( Roof Covering: �� 0.o Z W �t-a-
�J
Type & Size Drip 3i1 3 w'
Edge: _
1
1
1
1
1
1
1
1
1 �•
1. •
1 •
1
1
1
I
1
1
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!
1
1
FLORIDA BUILDIN�G� jCj�OD�Ej— BUILDING, 5th EDITION (2014) 15.39
�[iT►�:1 TiT��i�lU 1 L t� Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by F.tiezer Palacio on Jun 8,201510:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
1
1
1
I
1
i
1
1
1
I
1
r
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
I
1
1
i
1
1
1
1
1
1
I
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
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 M, with the values from M,. If the M, values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
10.51 J= 1a.31 j _ Mg:7 L 1= M„ Product Approval M, 31.3 .3
(P2(_ xRU.31ii%) - Mg:7.4 Mrz3-8 3 Product Approval M, 31- 31
Product Approval M, 3/.,7
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product ADoroval M. . •
0000
0000
00.0.0
0000
0000
0 • 0 •
00000•
•
'Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Awles dnd
Appeals.
For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1:_ x L _ - xw: _ �) - W: _ x cos 0 _ = Fr, - Product Approval F'
(P2:. _ x L _ _ _ x w: _ ) - W: _ x cos 0 _ = Fn Product Approval F
(P3:_ x L _ = _ x w: =-)-W:- x cos 0 = Fra Product Approval F
Where to Obtain Information
Mr required Moment Resistance`
Symbol
Where to find
Mean Roof Height
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Roof Slope
15`
20' 25'
30'
• ..:A0
2:12
34.4
36.5 38.2
39.7
0 421
3:12
32.2
34.4 36.0
37.4
• • •g
4:12
30.4
32.2 33.8
35,11
• . 37•
5:12
28.4
30.1 31.6
32.8
0 0 0390)
6:12
26.428.0
29.430.5
All calculations must be submitted to the building official at the time of permit application.
• 32.4
7:12
24.4
25.9 27.1 1
28.2
0000
0000
00.0.0
0000
0000
0 • 0 •
00000•
•
'Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Awles dnd
Appeals.
For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1:_ x L _ - xw: _ �) - W: _ x cos 0 _ = Fr, - Product Approval F'
(P2:. _ x L _ _ _ x w: _ ) - W: _ x cos 0 _ = Fn Product Approval F
(P3:_ x L _ = _ x w: =-)-W:- x cos 0 = Fra Product Approval F
0000••
•
•
0000••
00.00
0000••
•
•
•
0000••
0000••
• •
15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
0111 !] 1111 1INT11y ! I I ( Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED), accessed by Eliezer Palacio on Jun & 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
l
Product Approval
Restoring Moment due to Gravity
M9
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
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.
0000••
•
•
0000••
00.00
0000••
•
•
•
0000••
0000••
• •
15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
0111 !] 1111 1INT11y ! I I ( Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED), accessed by Eliezer Palacio on Jun & 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
SECTION 1524
HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing 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.
9999
2. ^'0000'
Renailing wood decks: When replacing roofing, the existing woo; soof deck may�f��vgto
be renailed in accordance with the current provisions of Section R4403. (The roafdech Fs usuatly
concealed prior to removing the existing roof system). 9 9 9 9 9 9 •
0000 0000
• •
0000 0000
4. G Exposed Ceiling: Exposed, open beam ceilings are where the unddrS'ot'oT the roof dgeking
can be viewed from below. The owner may wish to maintain the architectural appe'•arano e; therefore.
roofing nail penetration of the underside of the decking may not be acceptable. TGs provides thg optign of
maintaining the appearance. 009009
0
00 0
6. C 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
d' if overflow scuppers (wall outlets) are not provided It may be necessary to install overflow
pers n accordance with the requirements of Sections R4402, R4403 and R4413.
�ow gen's Signature Date Contractor Signature Date
tqIeU aG to 15 s
Property Address
Revised on 7!9!2009 LD;07/01/2015;
Permit Number
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
COUNTY r •
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 DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 4411 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
in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
used
:009606.....�.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prpdu* Control Section
•
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rigltt to have IV product
• • • • • •
or material tested for quality assurance purposes. If this product or material fails to perform in theeceepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify) -% suspgdd the use
'
of such product or material within their jurisdiction. RER reserves the right to revoke this %tceptanc8,' 1f it is
00 •
determined by Miami -Dade County Product Control Section that this product or material fails tol4eeCthe requirements
see" G o„
0000 0000 0000..
of the applicable building code.
00'
0000....
This product is approved as described herein, and has been designed to comply with the Vlondi Building Code
• • • • • •
including the High Velocity Hurricane Zone of the Florida Building Code.
0000 .
0000
0000 .
DESCRIPTION: ICP Adhesives Polyset® AH -160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset® AH -160.
PRODUCTS MANUFACTURED BY APPLICANT: *0090000
Product Dimensions Test Product Description
Specifications • • • • • •
ICP Adhesives N/A TAS 101 Two component polyurggwe foam.adhesive
PolyseeAH-160 •
ICP Adhesives Foam N/A Dispensing Equipment • • ; • • : • •
Dispenser RTF1000 • • • •
ICP Adhesives ProPack® N/A Dispensing Equipment •
30 & 100 •
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Pro2e Test Results
Density ASTM D 1622 1.6 lbs./ft.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft2
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks
+6.01/o Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856 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
MIAMMADE COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test As!encv
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818 -IPA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB -589-631
9637-92
01-6743-011
01-6739-062b[1]
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Reyort
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
ASTM D 1623
ASTM E 108
,
ASTM E 108
.0....
ASTM E84
.••�••
0000
TAS 114
�••••�
ASTM D 1623
TAS 101
TAS 123
:•����
TAS 101
•„• ;
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
.•.9
04134/83'
l life/§4-
01/16/95
03/11796 •
04/18M
02/Vt2
0000..
10/23!9&
12/28/98
03/02/99
•...99
0090••
••....
9.9•.
0000•
.....9
.
.9..9•
.0000.
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 rile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset' AH -160 may be used with any roof 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 flio
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority jw4ng
jurisdiction. •
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is requimd-.before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall b0 ?Mhtained between
1.0-1.15 (A): 1.0 (B). • • • •
6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTFJAMor ICP
.... 000 • • • •
Adhesives ProPack® 30 & 100 dispensing equipment only. •
0
7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. :00:6:
• ' is00:0
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes alter IGP Adhesives
Polyset® AH -160 has been dispensed. 0 • • • •'
9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance with the
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
0000..
0000•.
0000.
•••••
0000..
00.000
.0000.
Table 1: Adhesive Placement For Each Generic Tile Profile
Minimum Paddy Contact
Minimum Paddy Gram
Tile Profile
Placement Detail
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
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 pp; paddy
head of rile 9-11 sq. inches at
• • • •
overlap
•
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
":17 grams pe. bead •
edge) 20-25 sq. inches each
Goods `
•
bead
dose •. ed
rose*'
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
': Mkrams er pan
roe : d
LABELING: "
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marVmg of the • , , • " •
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
.dose"
e e
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Nall through plastic Convent paddy lB6neathUa)
{when r• iutrad} /
UncirrUymord )l(
Ikttens optional X
Eavecoun,t
Fascia
+ L t
Emu Clowra _ \•. %est
Nall through plastic cement
Iwhen required)
ti y paddy lB.[ra6th rRIPI
y r�•� -�` �i I
V d*rlryrryrwr
lr t
5 21n wldo
dattms apaia
r f
5.f
— LWOClaaura
Eme Course F~ � — Fascia
Nal alwough plastic rNa6ne-
(whenrequired), f/ � Paddf IB.n•athdilrl
ltndrlaymans
\ 2 In. wido
Uattens
opttonal
p EA" Course -�,' _ Fascia
1 \
10 i � r7 in. .• �, Ewe Closure
! fr Drip edge
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 file being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
6666
a •
• • 6666 6666••
• • •
as
6066•• •
•6666• • •66660
• 6 6 0
•60600 •06666
Medium Profile / Double Pau6Tile • • • • • , •
• •666•
6606• •66• • •
•666•
1. Starting at the eave courseoVplq a minir44fti2"
(50.8 mm) x 10" (254 mrft)x1•' (25.4 Ti hj foam • 6 • • •
paddy onto the underlayn%MVasitioned as shown 0696:41,
under the pan portion of the rile closesttvdko
•
overlock of the tile being set, • 6 ; • 6 : ` • 6 •:
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the rile.
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 rile 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
Rail through plastic mm•nt %r NddyiI1vn-•1hTi1.1
(whenrequired)} �`
Undatlaym•nt
• ;, `ti ti
7lna 21n.
Bat ooftnal
Al
Eaw Lours•
or
44.
r 4_,
' ` 10 itis knr1 Fascia
E•va[loture�_
Nail through plastic cement
#when requiredl
Undnlayn.nl
r,yPaddy IBeneath'ille�
7 in. er 2 M.
Battens optional`
" loin.'`. s:,...
FAV* MSLXr*
Eaves [auris r� F �Faui•
MIAM1 DADE COUNTY
• t
Flat/Low Profde 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" (5AUgim)
x 7" (177.8 mm) x 1" (25.4 mm) foa}n paddycinto'the
*-*-:a
•
underlayment positioned as sh0"Utter tho
•
strengthening rib closest to the oyesWck of tie the
• • ""
being set. . •.: • •
0•
3. Continue in same manner. Insuraitpproximatelj TO"
• • • • •
(64.5 cm2) - 12 (77.4 cm2) square OtUadhesiva
contact with the underside of the til8.'
• .....
'
Medium Profile/ Double Pan Tile• • • .
•
. •
• • •
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAM # 2 (CONTINUED)
Nan through ptaslk c•
(whenrcquired) / Pufdy166ecwhTil6)
trnd6Wlaym6n1
�
lin
2In}
Baatcns optional
► Eave Co Fascia
,4 154■phot.
loin. 2 An. Env* doswe
Drip edge
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
the being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
0000
2. At the second course, apply a minimum 2; JjQ.48mm) 0 0 0 0 •
x 7" (177.8 mm) x l" (25.4 foam paddy onto the •
underlayment positioned as §t9VfAAunde*Ve pan • • • •' •
portion of the tile closest to M Overlock of the tile •
0000..
being set. 0000 4,0000"
00 •
•609000.
6000 0 0
3. Continue in same manner. hl%qe ttpproxim Sly 17
„ 0000.
0000..
(109.7 cm2) - 19 (122.6 cm2)a9qu* ie inch AdHesive •'
contact with the underside oi;tt drb, 00 00:0
• 6
0000.. 6
• 0000..
00 0 0 00000
00 6
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAH. # 3
Nail through plastic cement Paddy tbetween tiles)
(when required)
Battens optional
Paddy funder tile)
single paddy t
ontopottile
4x41le
n�a1y 4 '
imdertil `
Singlepaddy
on mdedayment 2X 4In. -
.
loin '�.
42 In. Fascia
- Eave closure
Flat/Low Profile Tile
Mall through plastic cement Single paddy under tale
((ulnen required)
Paddy (between tiles)
Battens , Pad dy(under tile)
' sIng le Paddy
ontopettile� _
6x4in
Sin a paddy on w �'
1�
10in.`�2In.
— Eave Closure
Eave course Fascia
Medium ProflleTile
MAMFDADE COUNTY
17131371170
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 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 Me Me
• ....0.
00 0 • •
000006 0000.0
2. Apply a4" (101.6 mm) z d'r EM1.6 mm) Y.1" (25.4.
... .. 000000
nun) foam paddy onto the nn�igrlaymenj just below- •
the second course line pos&.gd foalri paddy -0:00.
under the strengthening r"forflat tile, op ender the • • •'
pan portion of the tile, clgse116 the undetleck for "" o •
the second course tile to N*instelled. Insufe • 0
0 0 0000..
approximately 8-9 int (5116-58.1•cm2) of ad wive •
contact with the undersideof W; .tile. • :0069:
00 • 000.0.
•• •
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail through plastic angle paddy under file
(when required)
Paddy ibetweee dies)
Omens� ; , Paddy amder tile)
optional ,,.-I
Single p�adddy ;
ddddyy 21 s i +•,
ttoo�pofidle
Course `•`: Fasda
weephole
loin. in. Eavedosure
Drip edge
High ProflleTile
MAMFDADE COUNTY
,...• r
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x V
(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 rile 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 rile. Continue in some manner!
•• •
0000••
000000 •
• 0
000000
0000 0000
• • •
0000 0000
......
• •000
0.
.•••.. •
• • •
• • • 00 0
• • • 0 0
so 0
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
•
0000••
0000••
0000•
0000•
000.0•
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 tib. (when required)
2) Tum 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. °
Undedayment (�
°
Sheathing
Eave closure
(motar shown)
Fascia
Remove top portion of the gave 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 twoepao •
courses up toward the ridge. Insure • • • •
• • • • • •
approximately 65 (419.4om) -: 70 (4:1 ACV)
square inch adhesive contact."h the lmderside
"" •
of the pan tile.
• • • • • •
saga ease
• •
eaaa e.ae
3. Turn covers upside down exposing the gogVide
sa..e•
.....
•• aaa
of the tile. Apply a minima ni V& (25.4 jpW x 10"
......
(254 mm) bead of adhesiyg AWctly on the inner
. •
edge of each side of the c pve? We. Leave .
. • • • : •
• eaa•
approximately 3/4" (19 nun) to 1" (25.T mm)
; ;
from the outside edge of fhee414 inwnd,flee�of
a • •
•
foam to allow for expansion. • • a
4. Turn cover tile over after foam is applied and
place onto pan rile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) square inch
contact area on each side of the cover rile 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
MIMI®IaADE
� MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Sectiop to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (A,HJ). • • • •
"' • • •
.... Se..
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Wo&ct Control ction
......
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tho►riAt to have thit
:....:
product or material tested for quality assurance purposes. If this product or material fails to pelfidrltt in the adcepjod
• • •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately f2Vb1ce, modi�y�, or•
• •;..'
suspend the use of such product or material within their jurisdiction. RER reserves the right td iavoke this %ggPtance,
......
if it is determined by Miami -Dade County Product Control Section that this product or material Taili to meet the
• •
requirements of the applicable building code.
• • ""
This product is approved as described herein, and has been designed to comply with the Florida Building Code
......
including the High Velocity Hurricane Zone of the Florida Building Code. ' .. • ,*%%
•
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur atter the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 15-0410.04 and consists of pages 1 through 8.
NIMNL
The submitted documentation was reviewed by Freddy Semino., go
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Cateeorv: Underlayment
Material: SBS, APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick IR -Xe
Manufacturing
Location #1 & #2
Polystick Dual Pro
Manufacturing
Location #2
Polystick Tile Pro
Manufacturing
Location #2
Polystick TU Max
Manufacturing
Location #1 & #2
Polystick TU P
Manufacturing
Location #2
Polystick TU Plus
(Surface Printing)
Manufacturing
Location #1 & #2
Polystick MTS
Manufacturing
Location #2
Polystick MTS Plus
Manufacturing
Location #2
Elastoflex S6 G
Manufacturing
Location #2
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
Test Product
Dimensions
Specification Description
65'x 3'33/8'
ASTM D 1970 A fine granular/sand top surface self -adhering, APP
Or 65'x 3'
polymer modified, fiberglass reinforced, bituminous
60 mils thick
sheet material for use as an underlayment in *ped roof
assemblies. Designed as an ice. & rqjn shier.... • 6960:0
61'x 33-3/8"
. . . .
TAS 103 and A rubberized asphalt self-adheriuig, Mass-fil,ettpvl9ester ....:.
60 mils thick
ASTM D 1970 reinforced waterproofing memo � . pesigned as a •
......
metal roofing and roof tile underlaXpent. .... •
•
61'x 333/8"
TAS 103 and A rubberized asphalt self-adherirtg;, *lass-fiber/ppL%pster ..:.. •
60 mils thick
ASTM D 1970 reinforced waterproofing memeG �Designgd3* a metal. • • • • •
roofing and roof tile underlaymgrlt• • . • • ,
65'8" x 33-3/8"
TAS 103 and A rubberized asphalt self-adhenlig, poiyesterm 1tbRced
60 mils thick
• • • •
ASTM D 1970 waterproofing membrane. Desigvd a� a a roof the •
underlayment. • .. • . •
32'10" x 333/8"
TAS 103 and A rubberized asphalt waterproofing membrane, glass -
130 mils thick
ASTM D 1970 fiber/polyester reinforced, with a granular surface
designed for use as a tile roof underlayment.
65'x 313/8'
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
roofing and roof rile underlayment.
6518" x 333/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
65'8" x 3'3-3/811
TAS 103 A homogeneous, rubberized asphalt waterproofing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate riles and shingle underlayment.
32'10" x 3'3-1/s"
TAS 103 and Polyester reinforced, SBS modified bitumen membrane
ASTM D 6164 with a sanded back face and a granule top surface. For
use in roof tile underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test Aeency
Test Identifier
Test Name/Report
Date
Trinity ERD
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
ONOW l
P37300.10.11
TAS 110/ASTM D4798 & DL970 .
lbs}991
P40390.08.12-2
ASTM D 1623 ' .. •
OMW
P37590.07.13-1
ASTM D6164 • • • • • •
0'1/02/13
P45270.05.14
TAS 103, TAS 110 & ASTM ]Xf>Z ' •
05/12/14
P46520.10.14
ASTM D1623
P44360.10.14
TAS 103 & TAS 110
10/09114
P43290.10.14
ASTM D 1970 & TAS 1100 o 0o 00 .'
1 Q/JZF� 14
PLYG-SC10130.06.16-3
TAS 103 & TAS 110 ....•
06/27416
PLYG-10130.06.16-1
ASTM D1970 & TAS 110:
0&27/01:5.
•
PRI Asphalt Technologies
PUSA-035-02-01
TAS 103
09/29/06
PUSA-055-02-02
TAS 103
127101W
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marling of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1:
Wood, non -insulated
Deck Description:
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 H or ASTM D 2626.
Fastening:
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"
head lap. (for
base sheet only)
Membrane:
Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered.
Surfacing:
See General Limitations Below.
Deck Type 1:
Wood, non -insulated
•
Deck Description:
Min. 19/32" plywood or wood plank ...: + •
•
System Type E(2):
Anchor sheet mechanically fastened to deck, membrane adhered • • •' •
•
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type II or ASTM D 2626. ......
• • • •
Fastening:
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a mitiithM 4"
head lap. (for
base sheet only) •
Membrane:
Elastoflex S6 G, hot asphalt applied
•
Surfacing:
See General Limitations Below. • •
. •' .' •
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Membrane: Polystick TU Plus, self -adhered.
Surfacing: See General Limitations Below.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to re move any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to 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 aVe`nfion
to lap areas. :.
of • • •
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly jVV9DY ProdWM'trol
Notice of Acceptance. ...:.. •
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flislift jape s4411 be.
pressed in place and formed around the protrusion to ensure a right fit. A second layer ofWt stick shall be
applied over the underlayment. + •
. Y...• of
GENERAL LIMITATIONS: : 0 ..:.
1. Fire classification is not part of this acceptance. .. .
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus "a3 be
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry
slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR -Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Expposure Limitations (Days)
MTS Ht -Xe Elastoflex
S6 G
TU TU P Tile Pro Dual Pro TU Max MTS Plus
Plus
Winter Haven FL 180 90 180
180 180 180 180 180 180
Hazelton, PA N/A 90 N/A
180 N/A N/A NIA 180 N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
Rule 61 G20-3 of the Florida Administrative Code.
8. In roof rile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) file assemblies, the maximum roof slope
shall be as follows: (See Table Below)
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System )
Profile
MTS
S6 G
TU P, Tile Pro,
TU Max
MTS Plos
• MTS Plus with
Dual Pro
Tib l iAS •
Flat Tile
Prohibited
4:12
6:12
6:12
5:12 so*;
• • 6:12•
without battens
•'
' . •
Profiled
Prohibited
4:12
6:12
6:12
4:12
6:T;::.
Tile
without battens
The above slope limitations can be exceeded only by using battens in accordance with thgMotved Tile 91stem
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required:ttieyShall
be utilized during loading and installation of tiles. 000
.. .
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropplllg bf
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for
all underlayments except Polystick MTS which shall be loaded onto battens.
0
CL
0
in
N
MI IsTilmil il
POL16MCKTU Plus
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire
testing results.
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRA Vh .
.
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEC@ AfPLIC,4TIQNS.
.'
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMNjTWJA TIONS'." 'o 0
• • • • • •
•
...... •
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. InAaMer�s are
.
'
cautioned to refer to applicable local building codes prior to direct deck installation to ensxrvthis is acxtptable.
Please also refer to applicable Product Data Sheets of the corresponding products. ...... : o'
� •
.. .. ....
......
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge•v4im as per Polyglass
•
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I %" rizetal disk as,
*000:0
required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, al a minimum rate
; ....:
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area9area'para c Vv".on
'
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being
back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/<"/12", precautions should be
taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified
Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 7 of 8
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1(800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical 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).
0000
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LEWITATIONS OF SPECIFY A.PPLICA*'IbNS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMIUNDATI01k• • •
0000..
0000..
END OF THIS ACCEPTANCE
,0.00,
0.0.00
0000
0000
00000.
0000
0000
0000
......
0000..
0
000
00 0
00 0
0 .
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
MIAMFIaADE MIAMI -DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy
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 -Dade County ProduCt ...'
......
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Db4lE'C4unty).
•
reserve the right to have this product or material tested for quality assurance purposes. Jil"-product or
• • • • • •
material fails to perform in the accepted manner, the manufacturer will incur the expensegof•9uch testing
:....:
and the AHJ may immediately revoke, modify, or suspend the use of such product or r4aterilat withig" *
•
their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by'I011ami-Dade
•
.. .. ....
County Product Control Section that this product or material fails to meet the requiremeh olthe
.....
• • �...
.. .. ....
applicable building code.
000000
This is approved as described herein, and has been designed to comply with the Florida Building:.
• •
product
Code including the High Velocity Hurricane Zone of the Florida Building Code. �.' 0
; • • • •;
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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 14-1030.02
=MLAWDW[)EC0U= Expiration Date: 11/06/18
1 Approval Date: 11/05/15
Page 1 of 30
Membrane Type: APP/SBS Heat Weld
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" or greater plywood or wood plank decks
System Type E(2):
Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck
(optional)
Protection or Securock® Gypsum -Fiber Roof Board.
Base sheet:
GAFGLAS® #80 Ultima"' Base Sheet, GAFGLAS® Stratavent® Eliminator''
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid®
SBS Heat -Weld" Smooth or Ruberoid® SBS Heat -Weld 25 mechanically
fastened to deck as described below;
Fastening
6666
GAFGLAS® Ply 4, GAFGLAS® F1exPly7" 6, GAFGLAS® #75•Ba sa Sheet or arty •
Options:
of above base sheets attached to deck with approved annular ring -shank nail%au4.
tin caps at a fastener spacing of 9" o.c. at the lap staggered and'bf0M rows'12"
666.4* •
o.c. in the field. 6666 •
(Maximum Design Pressure -45 psf. See General Limitation •
• •
GAFGLAS® Ply 4, GAFGLAS F1exPly' 6, GAFGLAS® #75 IY9**S Zeet or an "
of above base sheets attached to deck with Drill -Tec"" #12 Fasfe$et,'Drill-Tec
#14 Fastener or Drill -Tec' XHD Fastener and Drill -Tec"" 3" Stee0fate, Dill- •
Tec' AccuTrac® Flat Plate or Drill -Tec' AccuTrac® Recessed Plates install4,d
12" o.c. in 3 rows. One row is in the 2" side lap. The other ro*j ate Squally 6 4 • . •
spaced approximately 12" o.c. in the field of the sheet. • • •
(Maximum Design Pressure -,45 nsf See General Limitation #7)
GAFGLAS® F1exPly 6, GAFGLAS® #75 Base Sheet or 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.
(Maximum Design Pressure -52.5 psf. See General Limitation
GAFGLAS® #80 Ultima' Base Sheets, Ruberoid® 20, Ruberoid® Mop Smooth,
base sheet 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.
(Maximum Design Pressure -60 psf. See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec' #12 Fastener, Drill -Tec' #14 Fastener or Drill -Tec' XHD Fastener
and Drill -Tec' 3" Steel Plate, Drill -Tec' 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 -60 psf. See General Limitation #7)
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 28 of 30
6666..
6666..
6666..
6666.
6666.
6666..
6666..
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Fastening
Any of above base sheets attached to deck approved annular ring shank nails and
Options:
3" inverted Drill -Tec' insulation plates at a fastener spacing of 9" o.c. at the 4"
(Continued)
lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf. See General Limitation #7)
GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec' #12 Fastener, Drill -Tec' #14 Fastener or Drill -Tec' XHD Fastener
and Drill -Tec' 3" Steel Plate, Drill -Tec' AccuTrac' Flat Plate or Drill -Tec'
AccuTrac' 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 #7)
Ply Sheet:
(Optional except over Ruberoid® Mop Smooth, uberoid' 20,
uberoid® SBS
Heat -Weld' Smooth or Ruberoid' SBS Heat -Weld" 25) One or more plies
GAFGLAS' Ply 4 or GAFGLAS' F1exPly' 6 sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq� o? •
f
Ruberoid' Torch Smooth torch applied according to manufactt;re is applica,(ion ,
instructions.
Membrane:
One ply of Ruberoid' Torch Smooth, Ruberoid' Torch Granule,•ReefMatch' '
APP Modified Granular, Ruberoid' EnergyCap' Torch Granule FR' Ruberoid' ".
.o**
EnergyCap'" Torch Plus FR, or Ruberoid' Torch FR torch appl%d cording to
manufacturer's application instructions. •
Or •
One or more plies of Ruberoid' SBS Heat -Weld'" Plus, RubercId'SBS Heat- •
Weld"" Plus FR, Ruberoid' SBS Heat -Weld' 170 FR, Ruberoid® EnergyCape'�
SBS Heat -Weld" Plus FR, Ruberoid' SBS Heat -Weld' Granufq 4beroid® 3B$• ,
Heat -Weld' Smooth and Ruberoid' SBS Heat -Weld'" 25 applied according W '
manufacturer's application instructions.
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.
1.
Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat
ofSAA ved as halt at 60 l�ls2.
GAS' Mineral Surfap Sheet Tri -Ply' Mineral Surfaced Cap Sheet
orGLAS EnergyCanMineral 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' Membrane, Topcoat' MB Plus (to be used as a primer with Topcoat'
Membrane) or Topcoat' Surface Seal SB applied at 1 to1.5 gal./sq.
Maximum Design
Pressure:
See Fastening Options
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 29 of 30
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exP1y:m 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum Y4" DensDeck® Roof Board or Y2" Type X gypsum board is acceptable to be installed
directly over the wood deck.
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 20-40 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 eve{ r�osed cell' • •
foam insulations when the base sheet is fully mopped. If no recovery board is used'the Vase slUt.:.
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24' acs.; or strip
mopped 8" ribbons in three rows, one at each side lap and one down the center ofthe sheet alloyvkg
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" bre gjghall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of el4wi system shall.
be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maxim;;
design pressure of 45 psf. • • • • • • .
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Porce;F') valW„ 4.
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If tie fa rner value,
as field-tested, are below 2751bf. 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. 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 comers).
(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.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 30 of 30
•
0000..
0000..
. •
0000.
0
0000.
0.000.
0
000000
00000.
0 •
MIAMN
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy
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 - Product Control !JW4jpn 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 Wod" Contiroi gection • • • •' •
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve then�vMo have this
product or material tested for quality assurance purposes. If this product or material fails to pgtbhb in the.*Npted •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately'i'1 Me, mo& o� � � � � � •
suspend the use of such product or material within their jurisdiction. RER reserves the right fo.M . ke this aac� ptance, • 0 • • •
if it is determined by Miami -Dade County Product Control Section that this product or mateAl als.to meet toe
requirements of the applicable building code. . ' 0 0 6 0 0•
This product is approved as described herein, and has been designed to comply with the Florida Building Code ' • 0 • • •
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 renews NOA No. 13-0723.05 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 16-0711.05
M AMFDADE COUNW Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Catesory Roofing
Sub-Cateeorv: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. 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 desiga.pressure
values obtained by calculations in compliance with RAS 127 using the values listed. in the instaflation section• • • ; •
*..6
herein. The attachment calculations shall be done as a moment based system. : ; • • • ; ' .
...... . ......
2. PRODUCT DESCRIPTION
. .
.... ....
Manufactured by
Test Prodner•O •"" ":".
Applicant Dimensions
: "' • •
Specifications Descrf Mdd :00
00
Saxony 900 -Slate Length = 17"
TAS 112 Flat profile, interlocking, higU pressure extruded •
Width = 13"
concrete roof tile with two nail holes. For deck-, • • • • •
thickness = 1-5/32"
batten, mortar set or adhesive se�tVplications. :....:
Saxony 900 Length = 17"
00 0
TAS 112 Flat profile, interlocking, high-pressure e%4*tl
Split Shake Width = 13"
concrete roof tile with two nail holes. For direct deck,
thickness = 1-9/32"
batten, mortar set or adhesive set applications. 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
Saxony 900 -Shake Length = 17"
TAS 112 Flat profile, interlocking, high-pressure extruded
Width = 13"
concrete roof tile with two nail holes. For direct deck,
thickness = 1-9/32"
batten, mortar set or adhesive set applications.
Trim Pieces Length: varies
TAS -112 Accessory trim, boosted Barcelona, concrete roof
Width: varies
pieces for use at hips, ridges and rakes.
varying thickness
NOA No.: 16-0711.05
MIAMHMDE COUNTY Expiration Date: 04/26/22
� L J Approval Date: 09/29/16
Page 2 of 8
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
2.2 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Reaort
The Center for Applied
94-084
Static Uplift Testing
Engineering, Inc.
TAS 101 (Mortar Set)
The Center for Applied
94-060A
Static Uplift Testing
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied
25-7183-6
Static Uplift Testing TAS 102.
Engineering, Inc.
(2 Quik -Drive Screws, Direct DeN.'
The Center for Applied
25-7183-5
Static Uplift Testing TAS 102......
Engineering, Inc.
(2 Quik -Drive Screws, Battens)o • • • •
The Center for Applied
25-7214-1
Static Uplift Testing TAS 102 . • • • •.
Engineering, Inc.
(1 Quik -Drive Screw, Direct Deck)
The Center for Applied
25-7214-5
Static Uplift Testing TAS 102 ": • •
Engineering, Inc.
(1 Quik -Drive Screw, Battens) • • • • •
The Center for Applied
Project No. 307025
Wind Driven Rain •
•
Engineering, Inc.
Test #MDC -77
TAS 100 .
6
Redland Technologies
7161-03
Wind Tunnel Testing
Appendix II & III
TAS 108 (Nail -On)
Redland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
TAS 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
TAS 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of
screw vs. smooth shank nails
Atlanta Testing &
R1.894/R2.894/R3.894
Physical Properties
Engineering, Inc.
TAS 112
Celotex Corporation
520109-1
Static Uplift Testing
Testing Service
520111-4
TAS 101
Celotex Corporation
520191-1
Static Uplift Testing
Testing Service
TAS 101
Walker Engineering, Inc.
Evaluation Calculations
25-7094
Walker Engineering, Inc.
Evaluation Calculations
25-7496
Walker Engineering, Inc.
Evaluation Calculations
25-7584/25-7804b-8/25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
25-7183
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set System
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moments Due to Gravity
American Test Lab of
RT0617.04-16
TAS 112
South Florida
Date
May 1994
March, 1994
0000
Ff..1.Q85
Fa%�.•1�9095
Ma=dlf,'1�1,95
9999
March 1995
Or,t. 1984
.9006.
Deo, 5+
Aug. 1994
July 1994
Sept. 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
9999..
9999..
9999..
9999.
9999.
9999..
9999..
9999..
NOA No.: 16-0711.05
M kMHMDE COUNTY Expiration Date: 04/26/22
s e Approval Date: 09/29/16
Page 3 of 8
3. LUMTATIONS
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 scall be.;in coippliapce with
the applicable Building Code. .. : " . • • • •
4. INSTALLATION
.... .... . .
.... .... .....
...... .... .....
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components gliall be instahgd in strict:.....
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120..... •
4.2 Data For Attachment Calculations
Table 1: Average Weight (VI) and Dimensions (I x w) •' •
Tile Profile
Weight -W (lbf)
Length-1(ft)
Width -w (ft)
Saxony 900
10.9
1.417
1.08
Slate, Shake & Split Shake
Slate, Shake & Split Shake
Battens
Direct
Deck
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
2. (ft3)
(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 (ft4bf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Saxony 900
Slate, Shake &
Direct Deck
Direct Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Split Shake
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Fastened Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
Profile
(min 15/32"
(min. 19/32"
Saxony 900 Slate, Shake & Split Shake
Adhesive'
31.32 s
plywood)
plywood)
3. ICP Adhesives PolysetO AH -160 two -component foam, minimum weight per paddy 8 grams.
Saxony 900
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
Slate, Shake & Split
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
Shake
1 48 Screw
30.8
30.8
18.2
248 Screws
51.7
51.7
24.4
1-10d Smooth or Screw Shank Nail (Field
24.3
24.3
e4.2
Clip).•.
1-10d Smooth or Screw Shank Nail (Eave
19.0
A
---42.1
Clip)
• • • "
•
2-10d Smooth or Screw Shank Nails (Field
35.5
34.8 ; •
Cli
•
2-10d Smooth or ScCrlw Shank Nails (Eave
31.9
;2.2 .0.
• •
Table 5: Attachment Resistance Expressed as a Moment Mr (N -161i
for Two Paddy Adhesive Set Systems
•
Tile
Tile Application
MMimtim Aftabh1vent
Profile
40.45
Resistance
Saxony 900 Slate, Shake & Split Shake
Adhesive'
31.32 s
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemicalman TileBondone- ent foam minimum wei ht per add 13.9 grams.
3. ICP Adhesives PolysetO AH -160 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
118.94
40.45
3 Large paddy placement of 45 grams of Polyset®
AH -160.
4 Medium paddy placement of 24 grams of Polyset® AH -160.
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 Sets
43.96
5 Tile -rite Roof Tile Mortar
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 5 of 8
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".
NAIL HOLES
V
UNDERLOCK
I
SAXONY 900 - SLATE
5/32" (Slate)
COVERLOCK
NOA No.: 16-0711.05
MIAMMADE COUNTY Expiration Date: 04/26/22
� Approval Date: 09/29/16
Page 6 of 8
LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES 1;1� F%ANTj • • .
• .' •
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 builca code in older to
.. ;
properly evaluate the installation of this system.
PROFILE DRAWINGS •
NAIL HOLES
V
UNDERLOCK
I
SAXONY 900 - SLATE
5/32" (Slate)
COVERLOCK
NOA No.: 16-0711.05
MIAMMADE COUNTY Expiration Date: 04/26/22
� Approval Date: 09/29/16
Page 6 of 8
NAIL HOLES
PROFILE DRAWINGS
Note: Available Top Surface Finishes
5. Complete the brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush
SAXONY 900 - SPLIT SHAD
�. 6666
...
6666..
..1-.`�'32„
(Shaky.
.ky�,.. •
•
• ... • •
•
• •
• •
•
•
•
. .
6666..
.6000.
..
6666..
•0 •
•• •
• Y
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 7 of 8
NAIL HOLES
1i
PROFILE DRAWINGS
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 8 of 8
Insulation (Optional): — One or more layers perlite or wood fiber or
glass fiber or polyisocyanu rate or urethane or perlite/polyisocyanurate
composite or perlite/urethane composite or wood fiber/polyisocyanurate
composite or phenolic, any thickness.
Base Sheet: — Two or more plies Type. G2 "GAFGLASO #75 Base Sheet"
or'Tri-Ply@ #75 Base Sheet" or "GAFGLASO *80 UltimaT" Base Sheet"
or "GAFGLASO Stratavent® Nailable Venting Base Sheet" or "GAFGLASO
Stratavent0 Perforated Venting Base Sheet" or Type G3 "GAFGLASO
Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet",
mechanically fastened or fully adhered with hot roofing asphalt.
Ply Sheet (Optional): — One or more plies Type G1 "GAFGLASO Ply 4"
or'Tri-Ply® Ply 4" or "GAFGLASO Ply Flex 6" or "Tri -Ply® Ultra -Flexible
Ply 6", fully adhered with hot roofing asphalt.
Membrane: — One or more plies "RUBEROIDO Torch Smooth" or "TH-
PlyO APP Smooth" or "Tri -Ply® APP Granule" or "RUBEROIDO Torch
Granule or "RUBEROIDO Torch 180", torch applied or "RUBEROIDQ Mop
Smooth" or "RUBEROIDO Mop Smooth 1.5" or "RUBEROIDO Mop Plus
Smooth" or "RUBEROIDO Mop Granule" or "Inter Flex PRF" or'Tri-Ply@
SBS Granule", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or'Tri-
PlyO BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTM Mineral-
eet", fully adhered with hot roofing asphalt.
14. Deck: C-15/32 Incline: 2
Barrier Board (Optional): — OOne or more layers minimum 1/4 -in.
thick Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or
"DensDeckO Prime Roofboard" or "DensDeckO DuraGuardT" Roofboard"
or minimum 1/4 -in. thick United States Gypsum Co. "SECUROCKO 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 polyisocyanu rate or perl ite/polyisocyanu rate composite or
wood fiber/polyisocyanurate composite any thickness mechanically or
adhered with hot roofing asphalt.
Base Sheet: — One ply "GAFGLASO Stratavent0 Perforated Venting
Base Sheet" or Type G2 "GAFGLASO #75 Base Sheet"or "Tri -Ply@ #75
Base Sheet" or "GAFGLASO #80 UltimaT'" Base eet" or "GAFGLASO
Stratavent0 Nailable Venting Base Sheet" or "GAFGLASO Stratavent0
Perforated Venting Base Sheet", mechanically fastened or fully adhered
with hot roofing asphalt.
Ply Sheet: — Two or more plies Type G1 "GAFGLASO Ply 4" or'Tri-Ply@
Ply 4" or "GAFGLASO Ply Flex 6" or "Tlri-PIYO Ultra -Flexible Ply 6" or
"RUBEROIDO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" or
IG�AFGL�ASS
EROIDp Mop Plus Smooth"; "RuberoidCl 20 Plus Smooth" or
EROIDO 20 Smooth" ully adhered with hot roofing asphalt.
'- I BUR Granule Cap Sheet" or
Mineral Surfaced Cap Sheet r "GAFGLASO EnergyCapT"'
Minera u ace u y a ered with hot roofing asphalt.
15. Deck: C-15/32
Insulation (Optional): — Any thickness perlite or wood fiber or glass
fiber or polyisocyan u rate mechanically fastened or adhered with OMG Inc.
"OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC
"DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or
"DensDeckO DuraGuardT" Roofboard" or minimum 1/4 -in. thick Untied
States Gypsum Co. "SECUROCKO 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 butt joints in the barrier board
products staggered a minimum of &M. from plywood deck joints.
Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or 'IN -
Ply #75 Base Sheet" or "GAFGLASO #80 UltimaT"' Base Sheet",
mechanically fastened.
Ply Sheet: One or two plies Type G1 "GAFGLASO Ply 4" or "M -Ply 4"
or "GAFGLASO Flex Ply 6" or Type G2 "GAFGLASO #75 Base Sheet" or
"Tri -Ply #75 Base Sheet" or "GAFGLASO #80 UltimaT°° Base Slieet", fully
adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or'Mi-
9999
. .
9999
9999..
sees..
•
.09..e
.
9999..
9999..
9999..
99999999
. .
9000
..9.
00099
..9.9.
.00.
90000
.0 00
0009
......
9999.9
00
. .
. .
000009
.0000.
...
9999,.
.9 9
99 .
. 9
e . .
09 9
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Date: 01-04-2018
Permit No. 18-20
1. Fire classification is not part of the product approval for the low slope roof system. NOA 14-
1030.02. Provide class A fire rated assembly.
Ismael Naranjo, BO, CFM.
Building Director.