RF-20-447RF�rI 1A -yM`1
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i
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Miami Shores Village Building Department 44YI
10050 N.E.2nd Avenue Miami Shores, Florida 3313#1-.- �40
Tel: (305) 795.2204 Fax: (305) 756.8972
STATEMENT OF INSPECTION REPORT COVID-19
This report is to be use for Building Code inspections during the Miami Shores Village inspection
limitation due to the COVID-19 Emergency Period. The limitation is effective April 6, 2020 through
May 1, 2020 and may only be extended upon further notice by the Building Official. This notice
does not set forth procedures for Fire Code, DERM, and Health Department inspections. This
report shall be provided via email to silveraa@msvfl.gov ortoalvarers@msvfl.gov.An original copy
should be submitted to the inspector once regular inspection services resume.
PERMIT 9,F - of-,aJ - q4-7 JOBADDRESS 97/6 /,/( 5 !T-,,Q�-
The following inspection for the above permit were performed and signed by the below design
professional.
Inspection
Date
Inspection
Type*
Disposition
(A, D or P)
Comments:
ON/c
$
*Type of inspection listed on the permit card.
Disposition Le-gend: A= Approved D= Denied P= Partial approval
���1� �Shrwn ��altoc.st have read the procedures for building code inspections during the
COVID-19 Emergency Period. Having performed the above required inspections, I hereby attest
that to the best of my knowledge, belief and professional judgment, the components of the
construction are in compliance with the approved plans and other documents covered by the
above referenced permit, as well as the provisions of all applicable laws and technical codes.
I am not the permit holder. Additionally, I hold no financial interest in the construction. I
acknowledge that the Miami Shores Village Building Department will rely on the truth and
accuracy of this statement. I hereby certify that I hold the appropriate license and certification to
perform the inspections. 0001%I11III
BALA
EngineerNn(
Name 1 �C�S� ,�� GEN3�c •.,'y,%,,
Signature� =ZZ,
No, g;,,,107
License No. TE N, 3 i0 }' Phone No. -
Address: L �'3� l�" �r STATE G,�:
........... • ,��,.,
�'''��SSffl l� M.
Miami Shores Village Building Department
10050 N.E.2nd Avenue Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
STATEMENT OF INSPECTION REPORT COVID-19
This report is to be use for Building Code inspections during the Miami Shores Village inspection
limitation due to the COVID-19 Emergency Period. The limitation is effective April 6, 2020 through
May 1, 2020 and may only be extended upon further notice by the Building Official. This notice
does not set forth procedures for Fire Code, DERM, and Health Department inspections. This
reportshall be provided via email to silveraa@msvfl.gov or to aIvarers@msvfl.gov. An original copy
should be submitted to the inspector once regular inspection services resume.
PERMIT _A F -off - av- 447 JOB ADDRESS 97/4 N2 5 Aw- Wd-
The following inspection for the above permit were performed and signed by the below design
professional.
Inspection
Date
Inspection
Type*
Disposition
(A, D or P)
Comments:
i°OF
j
*Type of inspection listed
on the permit card.
Disposition Legend: A= Approved D= Denied P= Partial approval
ocx'�r �Sh n�,r� ��c`� �y have read the procedures for building code inspections during the
COVID-19 Emergency Period. Having performed the above required inspections, I hereby attest
that to the best of my knowledge, belief and professional judgment, the components of the
construction are in compliance with the approved plans and other documents covered by the
above referenced permit, as well as the provisions of all applicable laws and technical codes.
I am not the permit holder. Additionally, I hold no financial interest in the construction. I
acknowledge that the Miami Shores Village Building Department will rely on the truth and
accuracy of this statement. I hereby certify that I hold the appropriate license and cef tion to
perform the inspections.
Engineer rc ite a e �<< �6�rm4,- �,r•� a. c.�
Signature:
License No., ,�)z b 3 to i- Phone No. �aS 3a
Address:_(,t 1- kW
zkLAKR ' jS-''k,
SNSe
z No, 63107
at
F cc
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
9716 NE STH AVENUE RD, Miami Shores, FL 33138
r'nntartc
Issue Date: 03/11/2020
Parcel Number
1132060171460
Permit No.: RF-02-20-447
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: Approved
Expiration: 09/08/ 2020
OSCAR & SUELLEN SASTOQUE Owner
9716 NE 5 AVE, MIAMI SHORES, FL 331382445
NEXT ROOFING INC Contractor
BRETT LOWY
Business:9548041175 BRETT@NEXTROOFINGTEAM.COM
Mobile: 9548041175
Inspection Requests:
Description: RE -ROOF FLAT TILE AND FLAT ROOF Valuation: $ 48,246.00 305-762-4949
Total Sq Feet: 41,985.00
Fees
Amount
CCF
$29.40
DBPR Fee
$19.13
DCA Fee
$12.75
Education Surcharge
$9.80
Permit Fee (Manual)
$350.00
Scanning Fee
$12.00
Technology Fee
$31.88
Total:
$464.96
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$464.96
Check # 117
03/11/2020 $464.96
Amount Due:
$0.00
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 authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant
Agent
Date
March 11, 2020 Page 2 of 2
b\JP
�e
BUILDING
PERMIT APPLICATION
Miami Shores Village �En
E1��E
Building Department Fps 2e 202
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 J
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 B�'
FBC 2011 `}
Master Permit No.,11-"0Z-710 -L t
Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS �nJ
JOB ADDRESS: I �� C A'j e- 1` A
9ty-L Miami Shores County: Miami Dade Zip:
Folio/Parcel#: < t - 32 0 (. - o 1 q - 19 6 n Is the Building Historically Designated: Yes NOy
Occupancy Type: e2f-H Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): A� 5 c �� -%09 LAei Phone#: 'ITq—
Addres�s:: ( N E 5 /-F✓� 1
City: /" p i a w:. O( Q/5 State: o r i d Zip: 3 wig
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR: Company Name: /" 4"Q _ -e'. •4'" -�_-vn c • Phone#: qt,�-u
Address: / (9 _4" 5 w (0 2 ,a S1
;77 �"3 3 31
City: IL G�'T G" State: r d (' i Zip:�n
Qualifier Name: � uu
r Ak O (.J y Phone#: � — U" —1—
State Certification or Registration #: CC - I �i 03 �" Certificate of Competency #:
DESIGNER: Arch itecct/EngineAerr: p (` Phone#:
Address: ` Jr Q X�/`� Q 1`«s "'qTe C"vn . Cowl City: State: Zip: I
Value of Work for this Permit: $ Ca • C) Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ IINew Repair/Replace �7 ❑ Demolition
Description of Work: - r D a'� I� T � l 11 e_ co
Specify color o color thru tile: D ki- L" C 1 ar c owk
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Bond $ SQC)' a)
TOTAL FEE NOW DUE $ 96
(Revised02/24/2014)
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature fl� _ Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
—tilt, day of f4Ao r t4" 20 Z-10 by
5 4✓ w� who is personally known to
me or who has produced ��` v¢,r-s �-`� 2N Sa. as
identification and who did take an oath.
NOT PUCLE=
NEWB1', :S1U' tGC"324S:rAuyust 7, 2021Sign: -u ��write
Print: (— L, (-I,
Seal
—
Cl-lRi
)Vr`NFMKS
0' 1 '. GG V" 466
A. ' t 7, 2021
u y i • : f -hers
APPROVED BY
The foregoing instrument was acknowledged before me this
2 day of r" r ticwr ti 20 Zo by
who is personally known to
me or who has produced `ers LA '5c as
identification and who did take an oath.
NOTARY PUBLIC: CLIRT1St:E>nJBr1NKS
1"r �ti1i .,'0N # GG 13246$
ist 7, 2021
Sign: 1 , -n /— ?`A d .. ;.,, yN.-7 cnr
Print: C � ! �n � V-L "A7 a. - —
rt ^ris
A. s C NBC 3 132466 F
1
It" 2021
.r
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review
Clerk
t DocuSig% Envelope ID: E55ED898-0560-4EA6-8BE0-23F3DDA47FD4
HE T
.: , ROOFING
NEXT Roofing INC.
954.804.1175
Brett@NextRoofingTeam.com
CCC13318371 CGC1522077
Name: Oscar Sastoque
Address: 9716 NE 5th Ave Road
Miami Shores, FI
Phone: 305.776.0878
Email: Miamifitness@aol.com
Proposal Breakdown
• Provide all necessary permit applications and documents required.
• Submit all permit documents and obtain approved permits prior to commencing work.
• Provide all engineer reports and uplift testing required by County or City.
• Remove existing roof down to smooth workable surface
• Haul away and dispose of all materials, trash, etc..
• Re -nail sheathing with 8D 2 1/2" Galv. Rink Shank nails
• Furnish and install one layer of #30 ASTM, as per Florida Building code.
• Furnish and install 16 Ga Galvalume metal at all valleys and counter flashings — 30LF
• Furnish and install new 3"X3" galv. eaves drip along complete roof edge
• Furnish and install new lead shields and sloped Galv. roof vents on all Stacks penetrating roof
surface.
• Furnish and install Boral TileSeal self adhered over base ply of #30 Felt
• Furnish and install Standard Concrete the with polyurethane foam adhesive per FBC standard color
of customer choice.
Area Square Feet Lineal Feet Amount
Main Roof 2,377 230 $26,950.00
Cottage 1,471 180 $17,446.00
Flat Roof 350 $3,850.00
Payments:Total:$48,246.00
OLS
+Docu&i & Envelope ID: E55ED898-0560-4EA6-8BE0-23F3DDA47FD4
NEXT Roofing INC.
954.804.1175
Brett@NextRoofingTeam.com
CCC13318371CGC1522077
Contract Breakdown
• All Products used and installed are approved & have been designed to comply with the Florida
building code including high velocity hurricane zone of the Florida Building code.
DS • Next Roofing Inc. has no control over material price increases, in the event of a natural disaster, Act
�� of Terrorism, or an Act of God. As and additional cost, due to the aforementioned conditions will be
Lpassed on the customer as they have been passed on to Next Roofing Inc.
• All existing or new electrical, plumbing and HVAC penetrations, must be per last Florida Building
Code. Replacement and/or installation of any of these items shall be by others.
WHAT WE INCLUDE:
• Contract Price includes Taxes, permits, and all inspections
• Contract price includes 200 ft of wood or (6) sheets of plywood.
io�
General Liability
• Workers Compensation
• This contract contains a 10 Years workmanship warranty on Metal for Labors and Material
WHAT WE DO NOT INCLUDE:
LDS• Unforeseen conditions implemented by the building department or building inspector.
• Engineering Calculations, other than the indicated above inclusions.
• Mechanical, plumbing, electrical, masonry, and painting work of any kind.
• Reinstallation of gutters.
Acceptance of proposal: Upon execution of this contract by all parties and recipient of the deposit the customer will have
three days to cancel. After the three-day period Next Roofing Inc. will immediately use the deposit for mobilization and
ordering of materials therefore rendering the deposit nonrefundable. Each Draw must be paid prior to proceeding with
each phase.
NOTE: This proposal may be withdrawn by Next Roofing Inc. if not accepted within 30 days.
Print Name:
—DocuSigned by:
O'Sur %Wuf 2/21/2020
Next Roofing Inc.
NE`'T
ROOFING
Date: February 28th, 2020
State of Florida
County of Broward
Before me this day personally appeared Brett Lowy who, being duly sworn,
Deposes and says:
That he or she will be the only person working on the project located at:
9716 NE 51h Avenue Road
Contractor Signature
Sworn to (or affirmed) and subscribed before me this 2?1 day of , 2020
CURTIS NEWBANKS
My COMMISSI% # CG 132466
EXPIRES: August 7, 2021
Ion Pubic Underwriters
Bonded Thri rY
Personally Known L-"�
Curtis Newbanks
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this day of , 20 2 a�
By Cc r 5.-S40 K,'-ewho i � - - - ' lawrrt or has produced
%
as identification.
BRETT LOWY
Notary -
Notary Public=State of Florida
=* Commission # GG 303272
SEAL: My Commission Expires
�''I'In'�� August 07, 2023
ROOF ASSEMBLIES AND i&P,,roP�jBUCTURES
Cl
Flo a Building Code 5th Edition (2014)
Vh- ity Hurricane Zone Uniform Permit Application Form. 1
P 1
C,
Section A (General Information)Al
1
Maste?P rrri o. J Process No. 1
n (�
Co try tor's
Job Addle c\C ` '� ` Va 1
, 1
ROOF CATEGORY 1
2eLow Slope ❑ Mechanically Fastened Tile 1Z'Mortar/Adhesive Set Tiles 1
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150 1
ROOF TYPE 1
❑ New roof ❑ Repair ❑ Maintenance V11, Reroofing ❑ Recoverinq 1
ROOF SYSTEM INFORMATION • •
Low Slope Roof Area (SF) S) Steep Sloped Roof AREA (SSF) iy5i Total (SFr 2 j�o • • • • • •, •
Section B (Roof Plan) • • • • .. ....
Sketch Roof Plan: Illustrate all levels and sections, roof_dr ins, scuppers, overflow scuppers anM*48 fQJw draip§ *tv%idle dime'- * 1 •
sions of sections and levels, clearly id66 tifV i ej�sio s;of; �v. ai pressure zones and location" parapets. • • • • • •, •
Him
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FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 13.37
Copyright to, or licensed by, ICC (ALI., RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authonzed.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
o
Florida Building Code 5th Edition (2014)
1
High -Velocity Hurricane Zone Uniform Permit Application Form.
1
1
!
!
Section C (Low Slope Application)
Top Ply FRtener/Bonding,lyla eriali
Fill in specific roof assembly components and identify
p�
!
manufacturer
Surfacing:1
1
1
(If a component is not used, identi as "NA")
C�
— ...
Fastener Spacing for Anchor/Base Sheet Attachment:
1
System Manufacturer: 1
2 1
Field: _"foc @ Lap, # Rows _ @ _' oc
1
1
1
1
Product Approval No.: r'�j- Oil (l ° (2-
-
Perimeter: G " oc @ Lap, # Rows `I @ V " oc
1
1
Design
j
Corner: " oc @ Lap, # Rows L! @ " oc
1
Wind Pressures, From RAS 128 or Calculations:
1
1
P1: - q + P3. -) b
Number of Fasteners Per Insulation Board:
1
_
I
1
Max. Design Pressure, from the specific product
-
Field - Perimeters Corner
!
1
1
approval system: - rZ • T
Illustrate Components Noted and Details as Applicable:
1
1
Deck: i t
Woodblocking, Gutter, Edge Termination, Strippip§,'1019ghing,
1
�I
Type: �/ 00'A
Continuous Cleat, Cant Strip, Base Flashing, CouMelileshing,
{•.••.
1
t,+
Coping, Etc. .. . .. .
1
Gauge/Thickness:
Indicate: Mean Roof Height, ParapetNeght, Haighlt.4113ase
Flashing, Component Material, M.ntar;UThickness, Fastener
,�...;.
1
I/ ' 1
Slope: / $
Type, Fastener Spacing or Submit yWwfacturers.Details that
. .
�' •' • •
!
_
Comply with RAS 111 and ChaptO j6.. • : •.. •
Joe**
1
Anchor/Base Sheet & No. of Ply(s):
' • • • • •
•
�• • • •
•
!
Anchor/Base Sheet Fastener/Bonding Material: `
• • • • •
•
T-L
1
Insulation Base Layer: NIIk
� �•� � �,- • • • • •
.....
a
i
1
JJ
Base Insulation Size and Thickness: N/
c�r �
Parapet
1
!
1
Height
1
Base Insulation Fastener/Bonding Material:
L
1
Top Insulation Layer: i1/ JA
1
'
Top Insulation Size and Thickness:
Mean
!
1
Top Insulation Fastener/Bonding Material:
_...... .
Roof
Height
1
1
!
Base Sheet(s) & No. of Ply(s): /I )Ilk
5°'
!
1
Base Sheet Fastener/Bondin Material:
1
1
Piy Sheets) & No. of Ply(s): � t,t �� ZQ
A� ,
A�
0.p7�`f'°'�
1
1
Ply Sheet F �st n r/Bonding Material
�
Top Ply: A,� n Q-Y' wk � c e. �.�.�
1
1
1
15.38
FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
t ! t (1 Copyright to, or licensed by, ICC (ALL RIGHTS
1
RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 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: (")p f'NA
Notice of Acceptance Number: _ j I i —
OZ
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: - '-'5q. I P1: -- %�. I P1: —1 OD. �-
Roof Slope:
12
�Ridg��e tilation?
Deck Type: �%8 ►, tlINW�
Type Underlayment:
a e a IC..4_�$ f t=i3 C H e g. ee p t3 `11I
Mean Roof Height:
Insulation:
Fire Harrier: L �/� • • !
..w-
Fastener Type & Spacing: ' s T
Adhesive T """ 't"•
Ype:
Type Cap Sheet: f3c �, ` I •�` ••j••�•
Roof Covering: Sq'00kLY 1i�0 5(0 !
Type & Size Drip �) S
Edge: 1.11�! �5
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39
1 ' 1111
! Copyright to, or licensed by, ICC (ALL. RIGI ITS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10 32:12 AM pursuant to License
Agreement. No further reproductions authorized.
1
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t
1
1
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1
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1
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1
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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 Mr 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 Cal ulations Per RAS 127"
(P1 Y�%A, k . 51< = 12Z_71) - Mg: - TD Mr, t.,. 1 Product Approval M, uV' q
(P2:� x� •'S1S - Mg:��� = Mrz lS Product Approval M, '-I a
(P3:41V 4' x% • = t. 712) - Mg: �S� M, f � �2- Product Approval M, Lj D. L.l
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product ADDroval M.
•
• • Y
.• ....•
'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward CptlgV*Board bJ J ItJ&. and • • • • • •
Appeals. • • • • • •
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the �' valuers are gloater 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" Y ."• • ' •
•.••
( ` x L _ - _ x w: _ ) - W: — x cos 0 = Fr, _ Product Approval F'
(P2:_ x L x w: _ ) - W: , x cos 0 _ = Ff1, Product Approval F'
(P3:_ x L _ = x w. = _) - W: —_ x cos 0 — = Fr3 _ Product Approval F'
Mr required Moment Resistance'
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2 •
3:12
32.2
34.4
36.0
37.4J.j3
4:12
30.4
32.2
33.8
35.1
•5:12
28.4
30.1
31.6
32.86:12
26.4
28.0
29.4
30.5
•
7:12
24.4
25.9
27.1
28.2
• • • •30.0
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
Product Approval
Restoring Moment due to Gravity
M9
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M9
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
15.40 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
INFt I 1 1 Copyright to, or licensed by, ICC (ALL. RIGHTS RESERVED); accessed by Eliezcr Palacio on )un 8, 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.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be rena;led in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of th:fiQof�ecking •�
can be viewed from below. The owner may wish to maintain the architectural A004 ance; tllerefft, • • • • • •
roofing nail penetration of the underside of the decking may not be acceptable, 'I Yi rovides thg option oC....:
maintaining the appearance. •••• •• •
.... . .. .....
...... ... .....
6. Overflow scuppers (wall outlets): It is required that rainwater flcwrioffso that the.roof is • • •.' •
not overloaded from a buildup of water. Perimeter/edge wall or other roof exte lsion may blot* his • • •�:.
discharge if overflow scuppers (wall outlets) are not provided. It may be necegary.%installbverff• w
scuppers in accordance with the requirements of Sections R4402, R4403 and Rd413' •
Owner/Agent's Signature Date Contractor Signature Dat
I—�- �( fJ�!-5— 11-1AV-y-2X
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be•e"o
exempt if: .
1. The officer owns at least 10 percent of the stock of the corporation, or in 47e case A � •
� � �'
an LLC, a statement attesting to the minimum 10 percent ownership; •
:. •.
2. The officer is listed as an officer of the corporation in the records4?tVe•Floridet*• •
...
Department of State, Division of Corporations; and ... . ..
..
•
3. The corporation is registered and listed as active with the Florida Department of . • •
.. ..
0 0 •
..
..
State, Division of Corporations.
.... .
0 0 0 0 0• 0
94
No more than three corporate officers per corporation or limited liability company members are• • • 0 •
* •
allowed to be exempt. Construction exemptions are valid for a period of two ytaCS os until a. • 0 0
0 • • •
voluntary revocation is filed or the exemption is revoked by the Division. • 0000 •
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: Okw
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this 2� day of 20 Z6.
By D `j C A ,e—) 15 a S _\_6 S .2, who is personally known to me or has produced
as identification.
Notary: (__/ _
! • 'i "' CURTIS NEWBAIAS e {
SEAL: N^,Y CC" ?IISSI0 19 GG 132466
EY.F 2FS: AJ ,ust 7, 2021
d Th::. ':_--_y I ; Unden.—.teM
ROOFING
Date: February 28th, 2020
State of Florida
County of Broward
Before me this day personally appeared Brett Lowy who, being duly sworn,
Deposes and says:
That he or she will be the only person
working on the project located at:
��•�
9716 NE Sth Avenue Road
. .
'..'
....
..
......
••
......
. ..
......
....
. ..
.....
Contractor Signature
......
•• ••
.. .
••
.....
••••..
. .
.. .
......
Sworn to (or affirmed) and subscribed
before me this IEday of�H
, 2020
••••
����•�
C, ., ; NEWBANKS
y :, :`CON'. 3P'3'J1CG132466
EX 21. F_ t 7, 2021
Personally Known
Curtis Newbanks
MIAMI-DADE COUNTY
MIAMI•DiADE 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/economv
Boral Roofing LLC
7575 Irvine Center Drive #100
Irvine, California, USA 92816
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 hn� he•accep� ed
manner, the manufacturer will incur the expense of such testing and the AHJ may imrrl` j4dte=y revQ je, p odify, or • • ••
suspend the use of such product or material within their jurisdiction. RER reserves the rigAu4orcvoke 2hi%wteptatWc..:,
if it is determined by Miami -Dade County Product Control Section that this product or•rnetarial fails to meet the
......
requirements o the applicable building code. •
.... . .. .....
This product is approved as described herein, and has been designed to comply with. JFJorida ]Vuil&g C44C . . •
including the High Velocity Hurricane Zone of the Florida Building Code. 000000
......
DESCRIPTION: Saxony 900-Slate & Saxony Split Slate, Saxony 900- Shake & Saxony 90(FS'plif Shake-
. • . • • . • • .
Flat Profile Tile • • 0000 •
' '
0000
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 r 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 19-0207.02 consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino Z2
NOA No.: 19-0814.02
Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split
Shake as manufactured by Boral Roofing LLC, in Okeechobee, Florida as described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not
exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in
section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Dimensions Test Product • 6 •
Applicant Specifications Description ... �.
Saxony 900-Slate & Split L =17" TAS 112 Flat, Type 3a interlocking C1'ass III:1anCrete tile ' •
Slate, Saxony 900- Shake W =13" equipped with two nailA;Ws For direclldeck or •""
& Saxony 900- Split H = 1. l 9" battened nail -on, mortar.9; 4dhesivg •set . • • • •
Shake Thickness:.70" applications. .....
Trim Pieces L= varies TAS 112 Accessory trim, concrete'r00T piec&1:z*:te at •.. •. •
W = varies s, rakes, ridges and•," .terminations.
�'
Varying thickness Manufactured for eac4tile profile.: • • • •090 • • • • •
• • •
.. • ••••
2.1 PRODUCTS MANUFACTURED BY OTHERS 006000
Product Name Product Description Manufacturer
(With Current NOA)
ICP Adhesives Polyset AH-160 Two component polyurethane ICP Adhesives and Sealants, Inc.
foam adhesive.
TILE BONDT'' Roof Tile Adhesive
"Tile Tite" Roof Tile Mortar
Bonsai Roof Tile Mortar
"Quikrete" Roof Tile Mortar, FL-15
Single component polyurethane
foam roof tile adhesive.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged gray roof
tile mortar.
2.2 MANUFACTURING LOCATION
1. Okeechobee, Florida
The Dow Chemical Company
Bermuda Roof Co. Inc.
Bonsai American
The Quikrete Companies, Inc.
NOA No.: 19-0814.02
Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 2 of 8
2.3 SUBMITTED EVIDENCE:
Test A2eney Test Identifier Test Name/Report Date
Redland Technologies
7161-03 Appendix III
PA 102 & PA 102(A)
Dec. 1991
7161-03 Appendix II
PA 108 (Nail -On)
Dec. 1991
Letter
PA 108 (Nail -On)
Aug. 1994
P0631-01
PA 108 (Mortar Set)
July 1994
P0402
Withdrawal Resistance Testing of screw
Sept. 1993
vs. smooth shank nails
The Center for Applied
94-060A
PA 101 (Mortar Set)
March, 1994
Engineering, Inc.
94-084
PA 101 (Adhesive Set)
May 1994
25-7094-2
PA 102
Oct. 1994
(4" Headlap, Nails, Direct Deck, New
Construction)
25-7094-8
PA 102 (4" Headlap, Nails, Battens)
Oct. 1994
25-7094-5
PA 102 (4" Headlap, Nails, Direct Deck,
• Oct. 1994
Recover/Reroof) . .
•
.... ......
25-7183-6
PA 102 (2 Quik-Drive Screws,�Direc$
.. Feb. 1995 .'
Deck) ••..••
. •• ••••.•
25-7183-5
PA 102 (2 Quik-Drive Screws, Barrens)
Feb. 1995:.... ;
25-7214-1
PA 102 (1 Quik-Drive Screw, Direct"ack)
:haft, 1995 '
25-7214-5
PA 102 (1 Quik-Drive Screw, B Ott ns�
h, 199 � .
Mar*?1994:::::.
Project No. 307025
PA 100 • •
Qc*t
Test #MDC-77
......
.'
. .
.. . .... %
Celotex Corporation Testing
520109-1
PA 101 : • • •
DeC 1998:
Service
5201 11-4
PA 101
• • •
. M1k?gh 1999 •
520191-1
PA 101
"arch 1999
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
October 2007
Calculations
Moment of Gravity
August 2007
Calculations
25-7094
February 1996
Calculations
25-7496
April 1996
Calculations
25-7584
December 1996
Calculations
25-7804b-8
December 1996
Calculations
25-7804-4 & 5
December 1996
Calculations
25-7848-6
December 1996
Calculations
25-7183
March 1995
Calculations
Aerodynamic Multipliers
April 1999
Calculations
Two Paddy Adhesive Set System
April 1999
American Test Lab of South
TAS 112
RT1023.01-18
October 30, 2018
Florida
Walker Engineering, Inc.
Calculations
Restoring Moment
March 29, 2018
Aerodynamic Multipliers
PRI Construction Material
BORR-022-02-01
TAS 101
02/25/2019
BORR-022-02-02
TAS 101
02/25/2019
BORR-022-02-03
TAS 101
02/25/2019
BORR-022-02-04
TAS 101
02/28/2019
NOA No.: 19-0814.02
MtAM•DADE COUNTY
Expiration Date: 05/02/24
�F.1192110A;11
Approval Date: 11/27/19
Page 3 of 8
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 Miami -Dade Product
Control office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 Mechanically attached tiles minimum 4/12 slope.
3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3.8 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. *„e
. . .... ......
4. INSTALLATION " ' •
..
. . .. ....
4.z1 Saxony 900-Slate & Split Slate, Saxony 900- Shake & Saxony 900- Split Sh..arnd its components shall
be installed in strict compliance with Roofing Application Standard RAS 118, IMSq 19, and•RA8 120.:600
4.2 Data For Attachment Calculations .... . .. .....
...... .. . .....
Table 1: Average Weight (W) and Dimensions (I x w
Tile Profile
Weight-W (lbf)
•....�
Length -I (ft.)
WiQtb W, (ft ) ...
Saxony 900-Slate & Split
....
•1008 •
Slate, Saxony 900- Shake
10.9
1.42
& Saxony 900- Split
Shake
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
A (ft3)
Batten Application
Direct Deck Application
Saxony 900-Slate & Split
Slate, Saxony 900- Shake
0.291
0.315
& Saxony 900- Split
Shake
NOA No.: 19-0814.02
Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 4 of 8
Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibf)
Tile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
Profile
greater
Saxony
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
900-Slate
Deck
Deck
Deck
Deck
Deck
Deck
& Split
N/A
7.70
N/A
7.63
4.74
7.51
4.65
7.71
4.53
7.17
4.40
6.97
Slate,
Saxony
900-
Shake &
Saxony
900- Split
Shake
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) ....
for Mechanically Attached Systems . . ...... ...
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
Direct Dick
......
(mi**** *2"
:'. Elattens
. .. ...
plywood)
plywQpd)
: • •
Saxony 900-Slate & Split
Slate, Saxony 900- Shake
& Saxony 900- Split
Shake
2-10d Ring Shank Nails
30.9
�38�f
'�•'*17.2 �s:
1-10d Smooth or Screw Shank
Nail
7.3
•�.8•
• • • • • •
�..'.'4.9 ...
•
2-10d Smooth or Screw Shank
Nails
14.0
918.4
0.. *
..-
0..97.4
.... :"
1 #8 Screw
30.8
30.8
"0*18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw Shank
24.3
24.3
24.2
Nail (Field Clip)
1-10d Smooth or Screw Shank
19.0
19.0
22.1
Nail (Eave Clip)
2-10d Smooth or Screw Shank
35.5
35.5
34.8
Nails (Field Clip)
2-10d Smooth or Screw Shank
31.9
31.9
32.2
Nails (Eave Clip)
2-10d Ring Shank Nails'
50.3
65.5
48.3
1 Installation with a 4" the headlap and fasteners are located a min. of 2'/2" from head of tile.
NOA No.: 19-0814.02
Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 5 of 8
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf)
for Two Paddy Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Saxony 900-Slate & Split
Adhesive'
31.33
Slate, Saxony 900- Shake
& Saxony 900- Split
Shake
2 See manufactures component approval for installation requirements.
3 TILE BONDTm Roof Tile Adhesive; Average weight per paddy 13.9 grams.
ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160; Average weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Saxony 900-Slate & Split ICP Adhesives Pol set AH-160
Slate, Saxony 900- Shake ICP Adhesives Pol set AH-160
& Saxony 900- Split ICP Adhesives Pol set AH-160
Shake ICP Adhesives Pol set AH-160
1194
1;1T.,
� 836.
66'
•
4 Large paddy placement of 45 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives• ft1yset AN-1W,
•
5 Large paddy placement of 34 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesiv6Sp'b et Ay`tW..
•
6 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adheslle?Pol set AV-1S0.
•
7 Medium paddy placement of 18 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhes!ves Pbl set AH-160.
Table 7: Attachment Resistance Expressed as a Moment - M?V#.•-Ilpf) .... ;••
for Mortar Set Systems ••••••
Tile
Tile
Attachment
Profile
Application
Resistance
Saxony 900-Slate,
Mortar Seth
39.0
Saxony 900- Shake &
Saxon 900- Split Shake
6 Seespecific mortar manufacturers Notice of Acceptance
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved".
LOGO -NAME
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 19-0814.02
Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 6 of 8
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 Building Official or Applicable building code in order to properly
evaluate the installation of this system.
Nall Moles
0
PROFILE DRAWINGS
Saxony 900
Slate
• •
••••
••••••
••••••
• ••
••••••
`
1-5/32"
• ••
••�•••
•
• •
•• •
••••••
13"
• •
••••••
Saxony 900 Split Slate
91
NOA No.: 19-0814.02
Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 7 of 8
Nail Holes
�i71i ••
APPR04ED
Saxony 900 Shake
1-9/32"
•
Saxony 909.9pot Sha4q..
END OF THIS ACCEPTANCE
-9/32"
NOA No.: 19-0814.02
Expiration Date: 05/02/24
Approval Date: 11/27/19
Page 8 of 8
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
MIAMI•DADEmm
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 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 wi4;0 * -
their jurisdiction. RER reserves the right to revoke this acceptance, if it is determineciby Miami,Dade.
County Product Control Section that this product or material fails to meet the requiremnen49of tha •�
applicable building code. """
This product is approved as described herein, and has been designed to comply with*;e.Florida $ufl L%
Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • •
DESCRIPTION: GAF Ruberoid° Modified Bitumen Roof System for Wood Decks.•.
LABELING: Each unit shall bear a permanent label with the manufacturer's name j)r logo, city;staYe, •
and following statement: "Miami -Dade County Product Control Approved", unless Ut rmd-se notud..
herein. • • • •
RENEWAL of this NOA shall be considered after a renewal application has been fled and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 1 of 67
ROOFING SYSTEM APPROVAL
. Category:
Roofing
Sub -Category:
Modified Bitumen
Material:
APP/SBS
Deck Type:
Wood
Maximum Design Pressure: -105 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Description
GAFGLAS® Ply 4
39.37
ASTM D2178
Smooth surfaced asphaltic ply sheet
(1 meter) Wide
reinforced with fiberglass mat.
Tri-Ply® Ply 4 Ply Sheet
39.37"
ASTM D2178
Smooth surfaced asphaltic ply sheet
(1 meter) Wide
reinforced with fiberglass mat.
GAFGLAS®
39.37"
ASTM D2178
Smooth surfaced asphaltic ply sheet
FlexPlyT" 6
(1 meter) Wide
reinforced with fiberglass mat. • • • • •
GAFGLAS` #75 Base Sheet
39.37"
ASTM D4601
. . .... ......
Smooth asphaltic Lace cu base4y sheet .'
(1 meter) Wide
reinforced with fibemAtms mats .. ......
Tri-Ply® #75 Base Sheet
39.37"
ASTM D4601
Smooth asphaltic toAetft base/plysheet ••
(1 meter) Wide
reinforced with fibet'Mis mat;'. '. •
GAFGLAS® #80 UltimaT" Base
39.37"
ASTM D4601
Smooth asphaltic b� � e or base7p]Y*sheet �.
Sheet
(1 meter) Wide
reinforced with fip�tgl�Zs matt •
• • •
GAFGLAS® Stratavent®
39.37"
ASTM D4897
Smooth surfaced asphallic perforated
Perforated Venting Base Sheet
(1 meter) Wide
venting base sheet reiOR 0
nforced Ovi* ••
fiberglass mat. '..• ,�•, ;••••;
GAFGLAS® Stratavent®
39.37"
ASTM D4897
Smooth surfaced asphaltic nai%Wh .d'enting
Nailable Venting Base Sheet
(1 meter) Wide
base sheet reinforced with fiberglass mat.
Bottom side surfaced with granules.
Ruberoid' HW 25 Smooth
39.37"
ASTM D6163
Smooth surfaced torch applied SBS base
(I meter) Wide
or ply sheet reinforced with a fiberglass
mat.
Ruberoid® HW Smooth
39.37"
ASTM D6164
Smooth surfaced torch applied SBS base
(1 meter) Wide
or ply sheet reinforced with a polyester
mat.
Ruberoid' HW Granule
39.37"
ASTM D6164
Granule surfaced torch applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid' HW Granule FR
39.37"
ASTM D6164
Fire retardant granule surfaced heat -
meter) Wide
welded SBS cap sheet reinforced with a
polyester mat.
Ruberoid HW Plus Granule
39.37"
ASTM D6164
Granule surfaced torch applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid' HW Plus Granule
39.37"
ASTM D6164
Fire retardant granule surfaced torch
FR
(1 meter) Wide
applied SBS cap sheet reinforced with a
polyester mat.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 2 of 67
Test
Product
Product
Dimensions
Specification
Description
Ruberoid° EnergyCapT" HW
1 meter
ASTM D6164
Fire retardant granule surfaced heat -
Plus Granule FR
(39.37") Wide
welded SBS cap sheet reinforced with a
polyester mat. Cap sheet is factory coated
with TOPCOAT® EnergyCoteT"
Elastomeric Coating.
Ruberoid® Torch Smooth
39.37"
ASTM D6222
Smooth surfaced torch applied APP base
(1 meter) Wide
or ply sheet reinforced with a polyester
mat.
Tri-Ply® APP Smooth
39.37"
ASTM D6222
Smooth surfaced torch applied APP cap,
Membrane
(1 meter) Wide
base or ply sheet reinforced with a
polyester mat.
Ruberoid® Torch Granule
39.37"
ASTM D6222
Granule surfaced torch applied APP cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Tri-Ply® APP Granule Cap
39.37"
ASTM D6222
Granule surfaced torch applied APP cap
Sheet
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid® Torch Plus Granule
39.37"
ASTM D6222
Fire retardant granule surfaced "vcki
FR
(1 meter) Wide
applied APP cap $heej•rginforcM with a
• • • • • •
polyester mat. :'. '.
'•
Ruberoid® EnergyCapT"
39.37"
ASTM D6222
.... .
Fire retardant gran.0 osurfacea tor.ch
..... .
Torch Plus Granule FR
(1 meter) Wide
applied APP cap sljeq fit. einfori e d kith a
• • • •
polyester mat. Cep Sbget is fa:tdrycbated
.....
with TOPCOAT: EceslyCote0 0. .
..:..'
• •
Elastomeric Coatnlg.• • • •
......
Ruberoid® EnergyCapT"
39.37"
ASTM D6222
Fire retardant graht%SQrfaced toMh
•,
Torch Granule FR
(1 meter) Wide
applied APP cap *sheet reinforM v%h a
""•'
polyester mat. Cap skeet is factory coated:....:
with TOPCOAT® EnergyCotc''.,•.•
Elastomeric Coating.
Ruberoid® 20 Smooth
39.37"
ASTM D6163
SBS polymer -modified asphalt base or ply
(1 meter) Wide
sheet reinforced with a fiberglass mat.
Ruberoid® 30 Granule
39.37"
ASTM D6163
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a fiberglass mat.
Ruberoid® 30 Granule FR
39.37"
ASTM D6163
Fire retardant granule surfaced mop
(1 meter) Wide
applied SBS cap sheet reinforced with
fiberglass mat. 4
Ruberoid® 30 Plus Granule FR
39.37"
ASTM D6163
Fire retardant granule surfaced mop
(1 meter) Wide
applied SBS cap sheet reinforced with
fiberglass mat.
Ruberoid® Mop Granule
39.37"
ASTM D6164
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Tri-Ply® SBS Granule Cap
39.37"
ASTM D6164
Granule surfaced mop applied SBS cap
Sheet
(1 meter) Wide
sheet reinforced with a polyester mat.
Intec Flex PRF
39.37"
ASTM D6164
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid® Mop Smooth
39.37"
ASTM D6164
Smooth surfaced mop applied SBS base
(1 meter) Wide
sheet reinforced with a polyester mat.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 3 of 67
Test
Product
Product
Dimensions
Specification
Description
Ruberoid® Mop Smooth 1.5
39.37"
ASTM 136164
Smooth surfaced mop applied SBS base
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid® Mop Plus Smooth
39.37"
ASTM D6164
Smooth surfaced mop applied SBS base or
(1 meter) Wide
ply sheet reinforced with a polyester mat.
Ruberoid® Mop Plus Granule
39.37"
ASTM 136164
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid® Mop Plus Granule
39.37"
ASTM D6164
Fire retardant granule surfaced mop
FR
(1 meter) Wide
applied SBS cap sheet reinforced with a
polyester mat.
Ruberoid® EnergyCap'" Mop
39.37"
ASTM D6164
Fire retardant granule surfaced mop
Plus Granule FR
(1 meter) Wide
applied SBS cap sheet reinforced with a
polyester mat. Cap sheet is factory coated
with TOPCOAT® EnergyCote'm
Elastomeric Coating.
Ruberoid® Mop Granule FR
39.37"
ASTM D6164
Fire retardant granule surfaced mop
(1 meter) Wide
applied SBS cap sheet reinforced with a
polyester mat. . • • • • .
Ruberoid® Ener Ca TM 30
gY P
39.37"
ASTM D6163
Fire retardant rat%l 5 faced mo •
g t g u1 .. p.
• • • • •
Granule FR
(1 meter) Wide
applied SBS cap sjVetl;gjnforcrd•Vj:tti a
••••;•
fiberglass mat. Cap.664it is factory coated. .
with TOPCOAT® ffivmtyCote • • • •
•
Elastomeric Coating' • • • • •
• • • • •
GAFGLAS® Mineral -Surfaced
39.37"
ASTM D3909
Granule surfaced'asptitliic caps'lfeelo
• • • • • •
Cap Sheet
(1 meter) Wide
.. .
reinforced with fibera�. ..s mat.
......
•.
Tri-Ply® BUR Granule Cap
39.37"
ASTM D3909
Granule surfaced asphalfic capsftet.
••••••
Sheet
(1 meter) wide
reinforced with abbe-r less mat. ••
:....:
GAFGLAS® EnergyCap'"
39.37"
ASTM D3909
Granule surfaced asphaltic cap Shut•
Mineral -Surfaced Cap Sheet
(1 meter) Wide
reinforced with fiberglass mat. Cap sheet
is factory coated with TOPCOAT®
EnergyCoteT" Elastomeric Coating.
TOPCOAT® Membrane
1, 5 or 55 gallons
ASTM D6083
Water based elastomeric coating.
United Coatings'" Roof Mate
1, 5 or 55
ASTM D6083
Water -based elastomeric coating
TCM Coating
Gallons
TOPCOAT® 5 or 55 gallons ASTM D6083
Surface Seal SB
United Coatings'" Surface Seal 5 or 55 Gallons ASTM D6083
SB Roof Coating
TOPCOAT® MB Plus
United CoatingsT"' Roof Mate
MB Plus Coating
5 or 55 gallons Proprietary
5 or 55 Gallons Proprietary
Solvent based thermoplastic rubber sealant
designed to protect and restore aged roof
surfaces and to increase roof reflectivity.
Solvent -based thermoplastic rubber
sealant designed to protect and restore
aged roof surfaces and to increase roof
reflectivity.
Water based, low VOC primer used to
block asphalt bleed -through.
Water based, low VOC primer designed to
block asphalt bleed -through.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 4 of 67
Test
Product
Product
Dimensions
Specification
Description
FireOut"" Fire Barrier Coating
5 or 55 gallons
Proprietary
Low VOC, water -based fire barrier
coating.
Flex Seal'"'
1, 5 gallons
TAS 139
Solvent -based elastomeric sealant.
or 1 qt. tube
VersaShield® Fire -Resistant
12" x 100' rolls
ASTM D226
Non -asphaltic fiberglass -based
Roof Deck Protection
underlayment and /or fire barrier.
VersaShield® Solo'"' Fire-
42" roll wide,
ASTM D146,
Non -asphaltic, fire resistant fiberglass
Resistant Slip Sheet
100 ft.
D828, D4869,
underlayment
D6757
Matrix`" 102 SBS Membrane
3, 5 or 55 gallons
ASTM D3019
Fiber reinforced rubberized cold -applied
Adhesive
adhesive for modified bitumen roof
systems.
APPROVED INSULATIONS:
• •
• • • •
• • • • • •
Table 2
Product Name
Product Description
• • t4llRufacturer•
......
(Wfd?Current N'OA)
; • • • • ;
Ener Guard'"' Polyiso Insulation
gY Y
Poly isoc anurate foam insulation
Y Y
• • • • • • GAF: • • • •
•
.... . ..
.....
EnergyGuard Tapered Polyiso Insulation
Polyisocyanurate foam insulation
. GAF. . .
.. .. .. .
..... .
EnergyGuard'"' RA Polyiso Insulation
Polyisocyanurate foam insulation
; • •: •;GAF
•
EnergyGuard'"' RH Polyiso Insulation
Polyisocyanurate foam insulation
. . .
GAF ••
: .. ••
......
•
EnergyGuard'"" RH Tapered Polyiso
Polyisocyanurate foam insulation
• • • GAF• • 0 • • •
0000
•
Insulation
EnergyGuard'" RN Polyiso Insulation
Polyisocyanurate foam insulation
GAF
EnergyGuard'" Perlite Recover Board
Perlite recover board
GAF
EnergyGuard'" Perlite Roof Insulation
Perlite insulation board
GAF
EnergyGuard'" RA Composite Polyiso
Polyisocyanurate foam insulation
GAF
Insulation
with high density fiberboard or
permalite
Structodek® High Density Fiberboard Roof
High density fiberboard
Blue Ridge Fiberboard, Inc.
Insulation
SECUROCK® Gypsum -Fiber Roof Board
Gypsum board
United States Gypsum Corp.
SECUROCK® Glass -Mat Roof Board
Gypsum board
United States Gypsum Corp.
DensDecko Roof Board
Gypsum board
Georgia-Pacific
DensDeck' Prime Roof Board
Gypsum board
Georgia-Pacific
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 5 of 67
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
Drill-TecT" #12 Fastener
Phillips head, modified
#12 x 8"
GAF
buttress thread, pinch
Max. Length
point, carbon steel fastener
#3 Phillips
for use in steel or wood
head.
decks. With CR-10
coating. Available with a
pinch point or drill point.
2.
Drill-TecT" #14 Fastener
Truss head, self -drilling,
#14 x 16"
GAF
pinch point, high thread
Max. Length
fastener for use in steel,
#3 Phillips
wood or concrete decks.
head.
3.
Drill-TecT" XHD Fastener
Truss head, self -drilling,
#15 x 16"
GAF
pinch point, high thread
Max. Length
fastener for use in wood or
#3 Phillips
steel decks. Carbon steel
head.
• • •
•
extra heavy duty fastener
......
'..'
....;.
used in steel decks.
• • • • • •
4.
Drill-TecT" 3" Steel Plate
Round Galvalume" steel
3" Round
• • • •
GAF•
• •
stress plate with
Y •
"' Y
Y ' •
• • • • •
reinforcing ribs and
.. • Y Y Y
• .
YYYY Y
recessed for use with Drill-
.. ..•
.. .
......
•
TecT" fasteners.
. .
.. .
•
......
5.
Drill-TecT" 3" Standard
Galvalume' coated steel
3" Round
GAr 'YY'
Steel Plate
stress plate for use with
• • •
• •
• • • •
•YYYY •
approved Dri I l-TecT"
• • • • •
fasteners.
6.
Drill-TecT" ASAP 3S
Drill-TecT" #12 fastener
#12 x 8"
GAF
with Drill-TecT" 3"
Max. Length
Standard Steel Plate.
#3 Phillips
head with 3"
Round plate
7.
Drill-TecT" AccuTrac® Flat
A2-SS aluminized steel
3" square;
GAF
Plate
plate for use with Drill-
.017" thick
TecT" fasteners.
8.
Drill-TecT" AccuTrac®
Galvalume' steel plate
3" square;
GAF
Recessed Plate
with recess for use with
.017" thick.
Drill-Tec" fasteners.
9.
Drill-TecT" 3 in. Ribbed
Round Galvalume® plated
3" Round
GAF
Galvalume Plate (Flat)
steel stress plate with
reinforcing ribs for use
with Drill-TecT" fasteners.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 6 of 67
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
FM Approvals
3001276
3010215
3029832
3036980
3034312
3040738
3042887
3046081
3043633
1 B9A8.AM
3B9Q1.AM
3D4Q2.AM
OD1A8.AM
797-03221-267
797-10228-267
797-04694-267
797-03825-267
RR203450
FM Letter
FM Letter
UL LLC
R1306
IRT-ARCON Inc.
02-005
02-014
Trinity I ERD
C8500SC.11.07
G30250.02.10-2
G30250.02.10-3-R2
G31360.03.10
G32520.06.11
G33470.01.1 1
G34140.04.1 1-2
G34140.04.1 1-4-R2
G34140.04.1 1-5-R3
G36780.07.1 1-R 1
G40620.07.12-2
G40630.01.14-1
G40630.01.14-2A
G40630.01.14-2A-1-R 1
G40630.01.14-213-R 1
G40630.01.14-2C
G40630.03.14
G43190.03.14-1
G43190.03.14-2
G43190.05.14-R 1
G43610.01.14
Description
Date
FMRC 4470
01/28/99
FMRC 4470
03/01/01
FMRC 4470
05/11/07
FMRC 4470
08/14/09
FMRC 4470
04/09/09
FMRC 4470
05/18/12
FMRC 4470
1 1/14/11
FMRC 4470
02/13/13
FMRC 4470
01/20/12
FMRC 4470
09/04/97
FMRC 4470
01/08/08
FMRC 4470
04/30/97
FMRC 4470
04/01/98
FMRC 4470
09/24/07
FMRC 4470
0111P8146•�
FMRC 4470
.'.
06/1 TA 9-
FMRC 4470
"
07/144,08'.
FMRC 4470
12/64/ 1*)'
FMRC 4470
04/11/13.
FMRC 4470
....
09/Z5f1.5.'
UL 790
WOW-
TAS TAS 114-J
:":':
07/19/(14
TAS 114-J
04/040f .
ASTM D6862
ASTM D6222
1 1 / l W
ASTM D3909
06/03/15
ASTM D6164
03/31/10
ASTM D 1876
06/28/11
ASTM D6164
01/13/11
ASTM D6163
04/25/11
ASTM D4601
6/4/2015
ASTM D4897
6/4/2015
TAS 114-J
07/18/11
ASTM D6222
07/17/12
ASTM D6163
01/06/14
ASTM 135147
01/07/14
ASTM D6164
04/10/14
ASTM D6164
01/16/15
ASTM D6164
01/07/14
ASTM D5147
03/06/14
ASTM D5147
03/06/14
ASTM D5147
03/06/14
ASTM 135147
05/20/14
ASTM D5147
01/22/14
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 7 of 67
EVIDENCE SUBMITTED: (CONTINUED)
Test Azencv
Test Identifier
Description
Trinity I ERD
G43190.1 1.13-1
ASTM D6222
G46160.02.15
ASTM 136163
G46160.02.15-2D-1
ASTM D6163
G46160.03.15
ASTM D6163
G46160.09.14-2A
ASTM D5147
G46160.09.14-3A
ASTM D6164
G46160.09.14-3B
ASTM D6164
G46160.09.14-3C
ASTM D5147
G46160.12.14-3E
ASTM D6164
G6850.08.08
ASTM D6163
G6850.08.08-R1
ASTM D6164
G6850.10.08
ASTM D6222
G6850.11.08
ASTM D6222
SC6870.08.14-R1
ASTM D3909
PRI Construction Materials
GAF-122-02-01
TAS 139
Technologies, LLC
GAF-245-02-01
ASTM D6083
GAF-276-02-01 Rev
ASTM E2178
ASTM D6083
GAF-306-02-01
ASTM E96
GAF-314-02-01
ASTM D2178
GAF-315-02-01
ASTM D2178
GAF-369-02-01
ASTM C 1289
GAF-434-02-03
TAS 114-J
GAF-434-02-04
TAS 114-J
GAF-464-02-01
ASTM C1289
GAF-498-02-01
ASTM D6083
GAF-499-02-01
ASTM D6083
GAF-500-02-01
ASTM D6083
GAF-559-02-01
TAS 117(B)
GAF-559-02-04
ASTM D1876
GAF-559-02-05
ASTM D1876
GAF-559-02-06
TAS 114(H)
GAF-559-02-07
ASTM D903
GAF-559-02-08
ASTM D903
GAF-559-02-09
ASTM D903
GAF-559-02-11
TAS 114-J
GAF-559-02-12
TAS 114-J
GAF-559-02-13
TAS 114-J
GAF-559-02-14
TAS 114-J
GAF-559-02-15
TAS 114-J
GAF-559-02-16
TAS 114-J
GAF-559-02-18
TAS 114-J
GAF-559-02-19
TAS 114-J
Dynatech Engineering Corporation
#4482.02.95-1
TAS 1 14-C
Date
11/15/13
02/12/15
02/09/ 16
03/11/15
09/09/14
09/09/14
09/09/14
09/09/14
12/29/14
08/01/08
04/14/11
10/06/08
02/17/09
09/04/14
05/O 1C -
06/L(/10.
0144N.'
.
07/17/.l 1%
08/23/1'l'
08/071.1%
10/22/ l;
09/90/ 13.
09/067"
02/Q6#"
09/ 16?"
03/12/14
03/12/14
09/30/14
10/01/14
10/15/14
10/02/ 14
10/02/ 14
10/02/ 14
10/02/ 14
10/14/14
10/14/14
10/15/14
10/15/14
10/15/14
10/15/14
10/15/14
04/16/15
09/01 /95
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 8 of 67
Membrane Type: SBS/SBS Cold Applied
Deck Type 1:
Wood, Non -insulated
Deck Description:
Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank
nails to supports spaced 24 in. o.c. max.
System Type E(1):
Anchor sheet is mechanically attached to roof deck. (Non -insulated systems)
All General and System Limitations shall apply.
Fire Barrier:
FireOut'" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection,
(optional)
VersaShield® Solo'" Fire -Resistant Slip Sheet, DensDeck®Roof Board,
SECUROCK® Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board.
Base sheet:
GAFGLAS® #80 Ultima " Base Sheet, GAFGLAS® Stratavent® Nailable Venting
Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25
Smooth base sheet mechanically fastened to deck as described below:
Fastening
GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® FlexPly— 6, GAFGLAS®
Option #1:
#75 Base Sheet, Tri-Ply' 475 Base Sheet or any of above base sheets attached Yg •
deck with approved annular ring shank nails and tin caps at a fa-ster ers pacirfgp f 9'
• • • • • •
o.c. at the lap staggered and in two rows 18" o.c. in the field. • • • • •
.'
Not for use with DensDeck or SECUROCK Fire Barrier • • • • • • • •
• • • •..
(Maximum Design Pressure —45 psf. See General Limitation #9f "'
•
Fastening
GAFGLAS' Ply 4, Tri-PlyR Ply 4 Ply Sheet, GAFGLAS® Flex%)} * ' GAFGi%&
.....
Option #2:
#75 Base Sheet, Tri-Ply" 475 Base Sheet or any of above base mheets -attached to.
..;..'
deck with Drill-TecT"' #12 Fastener or Drill-TecT"" #14 Fastener af►d'Drill-TecTa-
•••...
Steel Plate, Drill-Tec'm AccuTrac® Flat Plate or Drill-TecT" Acdu`Prac.® Recessed
•�
Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap.* The other wow Ue
......
equally spaced approximately 12" o.c. in the field of the sheet.*..**: • • so
• •
�....
(Maximum Design Pressure —45 psf. See General Limitation #9) • • • •
Fastening
GAFGLAS® FlexPly`"' 6, GAFGLAS` #75 Base Sheet, Tri-Ply® 475 Base Sheet or
Option #3:
any of above base sheets attached to deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows
9" o.c. in the field.
Not for use with DensDeck or SECUROCK Fire Barrier
(Maximum Design Pressure —52.5 psf. See General Limitation #7)
Fastening
GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets
Option #4:
attached to deck with Drill-TecT"' #12 Fastener or Drill-TecT" #14 Fastener and Drill-
TecT"" 3" Steel Plate, Drill-TecT"' AccuTracR Flat Plate or Drill-TecT" AccuTrace
Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other
rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #9)
Fastening
GAFGLAS® #80 UltimaT`" Base Sheet, Ruberoid® 20 Smooth, Ruberoid®Mop
Option #5:
Smooth base sheet attached to deck approved annular ring shank nails and 3"
inverted Drill-TecT" 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap
staggered in two rows 9" in the field.
Not for use with DensDeck or SECUROCK Fire Barrier
(Maximum Design Pressure —60 psf. See General Limitation #7)
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 51 of 67
Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® 475 Base Sheet or any of above base sheets
Option #6: attached to deck with Drill-Tec'" #12 Fastener or Drill-TecT" 414 Fastener and Drill-
TecT" 3" Steel Plate, Drill-Tec'" AccuTrac® Flat Plate or Drill-TecT" 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 47)
Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, Tri-Ply' Ply 4 Ply Sheet,
GAFGLAS' FlexPly— 6, GAFGLAS®#80 Ultimau Base Sheet, Ruberoid® Mop
Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20
Smooth sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5,
Ruberoid® Mop Plus Smooth, Ruberoid Mop Granule FR, Ruberoid® Mop Granule,
Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid® Mop Plus Granule,
Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCapT" 30 Granule
FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, or Ruberoid® Mop
Plus Granule FR in adhered in a full mopping of approved asph. It applied �vifhinU
....
EVT range and at a rate of 20-40 lbs./sq.
Or ......
One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 9m(;A i 1.5,
Ruberoid Mop Plus Smooth, Ruberoid® Mop Granule, Tri-Ply; • ISS•GraraAe Capp
Sheet, Intec Flex PRF, Ruberoid Mop Granule FR, Ruberold*mop As ••
Granule, Ruberoid 20 Smooth, Ruberoid' 30 Granule, Ruberoi1fT!krgyCaD :3Q
Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Grap�Je JR, or •
Ruberoid Mop Plus Granule FR adhered in MatrixTM 102 SBSMdmbrane ahe�ive
at an application rate of 1-2 gal./sq. : ••. •..'
Surfacing: Optional on granular surfaced membranes; required for smooth mein'bra 4es.
..0*
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 of
Approved asphalt at 60 lbs./sq.
2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet
or GAFGLAS` EnergyCap"' Mineral -Surfaced Cap Sheet adhered in a full mopping
of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
3. TOPCOAT® Surface Seal SB or United Coatings"" Surface Seal SB Roof Coating
applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat.
OR
TOPCOAT® MB Plus or United Coatings'" Roof Mate MB Plus Coating
applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by
TOPCOAT® Membrane or United CoatingsT" Roof Mate TCM Coating
applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat.
4. Fiber Aluminum Roof Coating.
Maximum Design
Pressure: See Fastening Options
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 52 of 67
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS"' Ply 4 and GAFGLASO FlexPlyT" 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum'/4" DensDeck® Roof Board or''/z" 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 T 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 cjf thp•sieet arlovoitig
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" 6teak'shall a0. •e
placed every 12' in each ribbon to allow cross ventilation. Asphalt application VeNI►er system s"h'all
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limite`ct to a maximum
design pressure of -45 psf. •
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic.Farce (F') value of
275 IV., as tested in compliance with Testing Application Standard TAS 105. Ifithefastener vaV,
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.;"; •; •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment ij%setL
on a minimum fastener resistance value in conjunction with the maximum design value listen wilhin
a specific system. Should the fastener resistance be less than that required, as determined by, ei e e •
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 1 ] 7.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 1 1 1 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.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 67 of 67
R)
MIAM1 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.Qov/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 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 haumWs
product or material tested for quality assurance purposes. If this product or material fails to perform in tl►aaooepted ......
manner, the manufacturer will incur the expense of such testing and the AHJ may immediater?revoke, roddif%or •�
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this atteptanc0' • • • •
if it is determined by Miami -Dade County Product Control Section that this product or materjNl fails to meet she
requirements of the applicable building code. .... . . • 0
This product is approved as described herein, and has been designed to comply with the Florida Building.Gode • •; • 0 •
including the High Velocity Hurricane Zone of the Florida Building Code. •• •• •• • *00900
......
DESCRIPTION: BORAL TileSeal and BORAL MetalSeal HT • • • • • •
. ......
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state a+�djfjoll'owing
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# 18-0502.03 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 19-0109.08
Expiration Date: 08/02/23
Approval Date: 02/07/19
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
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 MetalSeal HT
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 asphaltisVeet material with a• • • • •
poly film -facer; for use as * mid -ply underlayrntpL..:
in sloped roof assembti" •
.. .
.. .....
...... .. . .....
MANUFACTURIGN LOCATION:
• • • • • • • •
1. Brentwood, NH.
.. ....
2. Houston, TX.
• •
•
EVIDENCE SUBMITTED:
• •
Test Agency
Test Identifier
Test Name/Report Date
PRI Construction Materials
OCF-356-02-04
ASTM D1623 07/25/18
Technologies, LLC.
OCF-356-02-02
TAS 103 07/24/18
OCF-356-02-01
ASTM D1970 07/26/18
OCF-424-02-04
ASTM D1623 07/25/18
OCF-424-02-01
ASTM D1970 07/25/18
OCF-424-02-03
TAS 103 07/25/18
Trinity ERD
BRLRF-SC16810.1 1.17
ASTM D 1876 11/28/17
NOA No.: 19-0109.08
Expiration Date: 08/02/23
Approval Date: 02/07/19
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 11 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 or BORAL MetalSeal HT 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 ot•BORAL
MetalSeal HT Underlayment is acceptable. All end laps and laps 4thQL%black stttafge area• • • • • -
shall be sealed under lap using an SBS modified mastic.
.•• •
..... . .. ......
Note: When used in Tile roof systems BORAL TileSeal or BORAL d�QetalSeal V.T •• ;••••�
Underlayment shall be back nailed to deck with approved annular n>+g4ank nalls'and'tin caps.••
at a maximum 12" o.c. at the side laps. No nails or tin caps shall bCe"ed. �••�•� ..:..'
.. .. .. . ......
Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-1601 Wc'ltiariically Fastened Roof •.
Tile Metal Roofing,Wood Shake & Shingles, and Asphaltic Shin le assemblies . """
g P ..
. . ......
.. . ....
NOA No.: 19-0109.08
MIAMI•DAD; COUNTY Expiration Date: 08/02/23
Approval Date: 02/07/19
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 and BORAL MetalSeal HT underlayment shall be installed in strict
compliance with applicable Building Code.
3. BORAL TileSeal and BORAL MetalSeal HT underlayment shall be applied to a smooth, clean and dry surface
with deck free of irregularities.
4. BORAL TileSeal and BORAL MetalSeal HT 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 and BORAL MetalSeal HT 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 and BORAL MetalSeal HT underlayment shall be 6:12
when tiles are loaded directly to the BORAL TileSeal or BORAL MetalSeal HT 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 pmdatt with
.... ......
specific prepared roofing products. .'. •
8. Tiles shall be stored on battens on roof pitches greater than 6:12". . • •. • • • • ' •
9. BORAL TileSeal and BORAL MetalSeal HT underlayment may be used with any appr6ved goof covering Notica
69
of Acceptance listing BORAL TileSeal or BORAL MetalSeal HT underlayment as a c00081%nt par: bf atr� •:
assembly in the Notice of Acceptance. If BORAL TileSeal or BORAL MetalSeal HT uric%riaymenfis rTdt Iisted'2t;•••
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade CQ;;Product C®ntrol ""'
Department for approval provided that appropriate documentation is provided to detail pp44gagtibility of tAe
.'00:'
products, wind uplift resistance, and fire testing results. .. 060060
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any Io(ze 4&4,ing pane)s*•Sweep •
the deck thoroughly to remove any dust and debris prior to application. " ' 0*00 •
••••
11. 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. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
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 or BORAL
MetalSeal HT 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 61 G20-3 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.: 19-0109.08
Expiration Date: 08/02/23
Approval Date: 02/07/19
Page 4 of 4
MIAMI-DADE COUNTY
M
Ml, PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 441' Street
Coral Springs, FL. 33065
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 stptAd the use
of such product or material within their jurisdiction. RER reserves the right to revoke this accerlIt°cb, if it•N••:•
determined by Miami -Dade County Product Control Section that this product or material fajl� to•meet t}�e•rec%rements *.
of the applicable building code. 0 & •
This product is approved as described herein, and has been designed to comply with .tht*?Lorida "gilding Code •
including the High Velocity Hurricane Zone of the Florida Building Code. '"' '••••
•• •• •• • ••••••
DESCRIPTION: ICP Adhesives Polyset° AH-160 ;";•; • •o
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo tit:, state add follow:%..:
•••• •
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • 0 •• • •
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset° AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A TAS 101 Two component polyurethane foam,
adhesive
Polyset°AH-160 • • r • • • • • 000060
ICP Adhesives Foam N/A Dispensing Equipment :••.*• ���so•
Dispenser RTF1000 ..•;s• • •
ICP Adhesives ProPack° N/A Dispensing Equipmegi •••• :•• • •
• •
•• •. •. • ..•••.
•••••• •
PRODUCTS MANUFACTURED BY OTHERS: 0 •• •• •...;.
• : • •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current T;OP# vwhich list ah'achmer:....;
resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. 0 0900 •
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Property Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength ASTM D 1623
Water Absorption ASTM D 2127
Moisture Vapor Transmission ASTM E 96
Dimensional Stability ASTM D 2126
Closed Cell Content ASTM D 2856
Results
1.6 lbs./ft.'
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 @ -400 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
#94-060
257818-1 PA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-589-631
9637-92
01-6743-011
01-6739-062b[l]
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Report
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
ASTM D 1623
ASTM E 108
ASTM E 108
• • •
ASTM E 84
TAS 114
ASTM D 1623
TAS 101
..'..'
TAS 123
••••••
TAS 101
,•Y
TAS 101
TAS 101
Date
04/08/94
12/ 16/96
10/25/95
11 /02/95
12/ 12/95
02/01 /94
04 Q493
jr/j &J4
Cl/175795
03/4 4/96
64/j 8*12
C2,011`2
M/243798
12/28/98
03/02/99
YYYYY
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 may be used with any roof 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 authoritev having
jurisdiction. • • 000000
• • • • • •
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before.ap nation
.. ••• .
of any adhesive. The mix ratio between the "A" component and the "B" component sljl! fi ;maintain ed betwee.n.....
1.0-1.15 (A): 1.0 (B). ' • • • • •
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser'RTF1000 dY ICP• ••;••�
Adhesives ProPack® 30 & 100 dispensing equipment only. . • • • •. • • • • •. • •
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. . • • • • • . •
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICPXdhesives "•"•
Polyset® AH-160 has been dispensed. ' 0.
• • • : • • • • : • • • •
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance withthe••
'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 I
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 per paddy
head of tile 9-11 sq. inches at
....
overlap 0
0• • • • •..
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal, .....
17 grV9pC.t bead„
edge) 20-25 sq. inches each...:..
bead ••••
•• •
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches ..
..34 grams.uuder pan.:
. . . .
LABELING: . • ......
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of lx- • • • : • • • •
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" &&tfie Miami -
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of l l
P
L
ADHESIVE PLACEMENT DETAIL # 1
►iaadLroughplastic can•nt Paddy f8onpa:MT44
�It
4jjjte d w"Mmnt "`' 111S
840m5 optional ,� y Exvt C,mw'
'f
Fascia
x
Nail Mlrnugh plasik cernerat
lwhen rewired)
Faddy {Brnxith TiW
'tltrnnbrtiyrrasalt Ittt t�":-k- -Z I
2ltn.wl3•
fi<ttlen5 aption.l f r
ffaV a U&SUte
Er.c Ceelrss Fascia
U-1 th ouo pl•rtic —'7-Mr
twlheLs rteyutr•tlp P�ddjr l6•nrwLhTilri
t. �
Min. 11
ti 2 in. %4drA
Erre[autsr Fasc
..
toim.`°•. 1 in r „�. .�'> tzaw Llawra
` t7 DIIp cd • s�
✓r
MIAMI-DADE COUNTY
�Fgwua•
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x l" (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 4 ile :....:
1. Starting at the eave colr��,•apply a m�;tmum 2" • • • • •
(50.8 mm) x 10" (254 W14 *1 " (25% plo foan .....
paddy onto the underlaywwa.)ositioned as shown
under the pan portion 4 the* tl;e closest to the ....:.
Overlock of the tile being sgt . • • • • •.
2. Continue in same manner. Insure applbt4ately 17
(109.7 cm') — 23 (148.4 cm') square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
mail through Plialllarmrnl P &dVj&"m &ihTaPi
twhenrlparjaed
UwdetMaYn�.r
r"
*zon, • `.
BatGsaxseloual _ ��'-., ,.
ErCttursa
iq in' ...1 ' / T Fascia
` -`
2 In
ElRre rrjairdre
Nail ihrough plastic cernervi
4when requi€edj
`..` Paddy48enealhTilO
Und—Hayman!
r
C$-NNi+rasopiisr�al � '`-�`�•.�� '�.��.. t>ei'.`�-
f- ,,-•..--��or�rcr�,r�.
Eaueiuwrsrr-
i'P Ffn
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 "e' •
strengthening rib closest teathe•overlock of the the
•• • .. . a
being set. •
...... . .. ......
3. Continue in same manner. Insure approximately 10':"
(64.5 cm2) - 12(77.4 cm2) sq%Rpe inch ad1764+ e • • • • •
contact with the undersidevf; die:ile. .-a.-. • • • • •
.. .. •• • ••••••
. . .. ..
Medium Profile / Double Pan Tile . •
•....
• • • •• •
so 0
1. Starting at the eave course, apply a minll7yl� 2" (5A
min) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Mail ahnnugh pb&-tk c apeekkt-,.
QM,efk Peyulied)
Undw4yawonk '�•- •�.w`., ..,.,,gam"Y
2In. l Oy •..
r Egve cou
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 cmZ) —
23 (148.4 cm') square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1 " (25.4 mm) foam Atltl%onto the
underlayment positioned & s"n under T11C pan • • • • •
portion of the tile closest to the overloVef hw the •
being set. •
...... a 00 00 so:.
3. Continue in same manner.
•Lvwi appr4xi4ittly 17 g g e g
(109.7 cmZ) - 19 (122.6 crxi}square inch ediaesive o o: e o •
contact with the underside* d tW tile. • • • • • • • •
. . .. . goes..
see • . • .
0000
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Nail through plastic cement Paddy cbetweentilesl
!when recluiredl
a 1
ttattes►s asptianal'
Paddy tender plea
�.
Single paddy
on top of the
4 x 4 in.
S'uegle padd
,I
Singlepaddy�
ark urededaymertt 2 x a in.
J.
f
L
toil __ o sr s. Fascia
Eave clostne
Flat/Low Prof lie Tile
Nall through plastic cement Single paddy under title
(when required)
\ Paddyibetween tiles)
Battens t Paddy fonder tile!
optional ".
ortopmeofta
rx 4 in. r 2 x 4 in.
sm lgepaddyon {'
undedaymentt z .'
2in.
FaveClosure
Eavetourse ' �� r'r`ryr `— Fascia
Medium Profile Tile
1. On the eave course only, apply a minimum 2" (50.8
min) x 10" (254 mm) x V (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
frorn blocking the weep holes. Insure
approximately 17-23 in (109.7-148.4 cm') of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x•,*" (;01.6 rpj) x " (25.4 •
mm) foam paddy onto tA8 %Mrlayn?ent just below •. • •
the second course line positioned foam paddy :.... :
under the strengthening•rib Torflat ti;j eor tonder the
.. .....
pan portion of the tile, cjQs.ers..j jo the . t�l .a:lock for •: • • -
the second course tile to. b8 jiaAalled' juSufe �, �, •
approximately 8-9 in cm2) of adhesive
contact with the undersxle of ie ti leg • • • • • • • • •
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of I I
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Mail through plastic ce Single paddy under file
twhen requiFedj
/11
I
Battens
Paddy lbetween titesl
"y Paddy
optional
(under tilei
r smgte p�addy
onunderiayrnen
'
!t 4 x 4 in.
3xain.
side
.,-
paddy l �t
topaai�ble---
Eave Course — .
. y Fasda
4Meephole
tpin. ` tin.
Eave dosure
Dripedge
High ProfileYtle
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4"
(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 cm') - 9 (58.1 cm') square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in sam T, pner.
•
•• •• •• • ••••••
•••••• • •
• • • • • • • • • • •
• • • • •
•
0090
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
1% TWO PIECE BARREL
t) Place enough adhesive to achieve 65 to TO sq. in. Steep pitch applications
in contact with the pan tile. (when required)
2► Turn covers upside down. Place adhesive in
to t in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in. contact area.
Underlayment
O G
a
t
Sheathing
t�
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.
Continue in same manner bringing two pan
courses up toward the ridge. Insure ....
approximately 65 (419.4 CyA) — 7(f o-ile.& cm2)0.... •
square inch adhesive contact with live uRslerside • .
of the pan tile. ••"•a' . .a **ease
••...•
Turn covers upside down exposing the uiaderside •
of the tile. Apply a m4nriLIrp 1" (25.: mm) x 16":**-
(254 mm) bead of adliV Ve. Llirectl%W? Ilte innej.....
edge of each side of tko "wwer tile. Leave
approximately 3/4" (;9 mm; to 1 "q5.4 mm) .....*
from the outside edge of jute tile, inward, free of •
foam to allow for expahSiorf. •.... • •
...
Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
Ply 6", fully adhered with hot roofing asphalt. Cap Shoot: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply(q BUR Granule Cap Sheet *GAFGLASO GAFGLASO EnergyCap,,,
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt,
11. Deck: NC
_71"'3
t 70ON Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet' or "Tri-Ply® #75 Base Sheet" or "GAFGLASS *80 Ultima- Base
Sheet" or "GAFGLAS® Stratavent® Nallable Venting Base Sheet" or 'GAFGLAS( Stratavent® Perforated Venting Base Sheet",
110 mechanically fastened or fully adhered with hot roofing asphalt.
Ply Shoot: — One or more plies Type G1 "GAFGLASS Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASO Flex Ply 6" or'Tri-Ply® Ultra -Flexible
Ply 6", fully adhered with hot roofing asphalt. ,,,
Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or 'Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
12. Deck: C-15/32 Incline: 1
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC 'DensOedk® Roofboard" or "DensDeck® Prime
Roofboard" or "DensDeck® DuraGuardm Roofboard", minimum W-In. thick, or United States Gypsum Co. "SECUROCK® Roof Board"
(Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX), minimum 66-In, thick.
Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perllte/polylsocyanurate composite or
perilte/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-In, from plywood deck joints).
Base Sheet: — One or more piles Type G1 "GAFGLASS Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASS Flex Ply 6" or "Tri-Ply® Ultra -
Flexible Ply 6" or Type G2 "GAFGLAS(D *75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS(D *80 Ultimam JW.Sheet" or
"GAFGLAS(D Stratavent® Nallable Venting Base Sheet' or "GAFGLAS® StrataventO Perforated Venting Base Sheet"Vr TypeOG3
"GAFGLAS(q Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", mechanically faster4 or fdW adhere8 6 hot .
roofing asphalt. 0 0 00 0
Membrane: — One or morn plies "RUSEROID® Torch Smooth" or 'Tri-Ply® APP Smooth" or "Tri-Ply®,gP Aznule";oragyikROID®. a a 0
Torch Granule" or "RUSEROID® Torch 1800, torch applied or "RUSEROIDO Mop Smooth" or "RUSEROI�� �Igg If
Lr or
'RUBEROID® Mop Smooth Plus" or "RUBEROID® Mop Granule" or'Intec Flex PRF" or "Tri-Ply® SBS rams a ,fully adhered with hod...•:
roofing asphalt. 0000
• • • • •
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheei: @a%dAFGLAjr®1Eri►AyCap .....
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. ..,... .• . •.;...
13. Deck: C-1S/32 Incline: 1 • • • • • • • • • • •: •
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboa&" o?'*ensDerp Pryne ....�.
Roofboard" or "DensDeek® DuraGuard " Roofboard', minimum Y.-in. thick, or United States Gypsum Co. " SECUROCIPi4tooABoard"�
(Type FRX-G) or 'SECUROCKO Glass -Mat Roof Board" (Type SGMRX), minimum 'A -in. thick. • • • • • • • • •
Insulation (Optional): — One or more layers pedite or wood fiber or glass fiber or polylsocyanurate oreamthene or • • • • • •
,a&% perilte/polylsocyanurate composite or pedite/urethane composite or wood fiber/polyisocyanurate composite or phenoil1,.gyr$c kness.
Base Sheet: — Two or more piles Type G2 "GAFGLASO e75 Base Sheet' or "Tri-Ply® #75 Base Sheet" or "GAFGLASO #80 Uitlmam
Base Sheet" or "GAFGLASO St atavent® Nallable Venting Base Sheet" or 'GAFGLAS® Stratavent® Perforated Venting Base Sheet' or
Type G3 "GAFGLAS(D 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 Gi 'GAFGLAS(D Ply 4' or'Tri-Ply® Ply 4" or "GAFGLASS Ply Flex 6" or'Td-Ply®
Ultra -Flexible Ply 60, fully adhered with hot roofing asphalt.
Membrane: — One or more piles "RUBEROID(9 Torch Smooth" or'Tri-Ply® APP Smooth" or'Tri-PlyO APP Granule' or'RUBEROID®
Torch Granule" or "RUSEROIDm Torch 1801, torch applied or "RUBEROID® Mop Smooth' or "RUBEROID® Mop Smooth 1.5' or
"RUBEROID® Mop Smooth Plus" or "RUBEROID® Mop Granule" or "Intec Flex PRF' or "Tri-Ply® SBS Granule", fully adhered with hot
roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or 'Tri-Ply® BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTM
Mineral -Surfaced Cap Sheet', fully adhered with hot roofing asphalt.
14. Deck: C-15/32 DwAne, 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard' or "OensDeek@ Prime
Roofboard" or "DensDeck@ DuraGuard"" Roofboard", minimum V4-in. thick, or United States Gypsum Co. "SECUROCK® Roof Board"
(Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX), minimum V4-In. thick,
Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate
composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt.
Base Sheet: — One ply "GAFGLASO StrataventO Perforated Venting Base Sheet" or Type G2 'GAFGLASO i:7S Base Sheet"or "Tri-
Ply® #75 Base Sheet" or "GAFGLASO #80 Ultima^ Base Sheet" or "GAFGLASO Stratavent® Nallable Venting Base Sheet" or
"GAFGLAS® StrateventO 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 "GAFGLAS® Ply Flex 6" or "Tri-Ply® Ultra -Flexible
Ply 6" or "RUBEROIDO Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Smooth Pius", "Ruberold® 2D Plus
Smooth" or "RUBEROIDO 20 Smooth", fully adhered with hot roofing asphalt.
Membrane: — Type G3 "Tri-Ply(D BUR Granule Cap Sheet" or "GAFGLAS(D Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCapm
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
15. Deck: C-15/32 Inciine: 1
Insulation (Optional): — Any thickness perilte or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum %-In. thick Georgia-Pacific Gypsum LLC "OensDeckO Roofboard" or "DensDedc® Prime RoofboaW or
"DensDeek® DuraGuardTM Roofboard' or minimum %-In. thick Untied States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or
"SECUROCK® 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 6-In. from plywood deck
joints.
Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet' or "Tri-Ply *75 Base Sheet' or 'GAFGLASO #60 UttimaTM Base
Sheet", mechanically fastened.
Ply Sheet: — One or two plies Type GI 'GAFGLASS Ply 4" or "Tri-Ply 4" or 'GAFGLASO Flex Ply 6' or Type G2 'GAFGLAS® *75