RF-18-1563Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Issue Date: 8/18/2018
Permit NO. RF-6-18-1563
Permit Type: Roof
Work Classification Tile/Flat
Permit Status: APPROVED
Expiration: 12115/2018
Parcel Number
Applicant
533 GRAND CONCOURSE
Miami Shores, FL 33138-2464
1132060171350
Block: Lot:
JEROME HURTAK
Owner Information
Address
Phone
Cell
JEROME HURTAK
533 GRAND CONCOURSE
MIAMI SHORES FL 33138-2464
Contractor(s) Phone
OBENOUR ROOFING SHEET METAL 2 305-757-2612
CeII Phone
Valuation:
$ 45,000.00
Total Sq Feet: 4588
Type of Work: Re Roof
Additional Info: RE -ROOF INSTALL CROWN WINDSOR SLATE
Classification: Residential
Scanning: 3
Fees Due
Bond Type - Contractors Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$27.00
$5.25
$3.50
$9.00
$350.00
$9.00
$36.00
$939.75
Pay Date
Invoice #
06/07/2018
06/18/2018
Bond #: 3797
Pay Type
RF-6-18-67836
Check #: 9249
Check #: 9258
Amt Paid Amt Due
$ 50.00 $ 889.75
$ 889.75 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFID • I ceify that all the fore
construction -n. ing. F ermore, I
g information is accurate and that all work will be done in compliance with all applicable laws regulating
e above -named contractor to do the work stated.
thorized Signature: Owner / Applicant / Contractor / Agent
June 18, 2018
Date
Bu 'ding Department Copy
June 18, 2018
1
Miami Shores Village
BUILDING
PERMIT APPLICATION
El BUILDING ❑ ELECTRIC
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 2011
Master Permit No. Ir. I3
Sub Permit No.
ROOFING ❑ REVISION ❑ EXTENSION
PLUMBING ❑ MECHANICAL El PUBLIC WORKS
JOB ADDRESS:
City: Miami Shores County:
Folio/Parcel#: ' 2 OF/ , 36)
Occupancy Type: Load:
Construction Type:
❑ CHANGE OF
CONTRACTOR
533 6rWld C01e0L-115-e
Miami Dade
❑ CANCELLATION
❑ RENEWAL
❑ SHOP
DRAWINGS
Zip:
Is the Building Historically Designated: Yes
Flood Zone: BFE:
NV
FFE:
OWNER: Name (Fee Simple Titleholder): o Par )cd" G dG -4-1L
Address: 53.3L—
City: 11' PQAVIA- � C State:
Tenant/Lessee Name: Phone#:
Email:
zip: 3/3
CONTRACTOR: Company Name: CleLLX pc)
Address:6,1ti
61522 u C,z9rat 6wp
�/y�
City: i YL ir.L S1i trr7/�r[ D i (� State:
Name: Jane
0ouf
Phone#: ?OS 7f c3 7 -4 / 1-
Qualifier
State Certification or Registration #: C (/ I120 (0
DESIGNER: Architect/Engineer:
Zip:
Phone#: 3o r7t 7/ 2
Certificate of Competency #: 07a
Phone#:
Address: City: State:
> Value of Work for this Permit: $ 451 cSquare/LinearrFF000tage of Work: tSeY
Type of Work: El Addition Alteration ❑ New ) V Repai�r/Replace ❑ Demolition
Description of Work: q PM l/�S% faa Ce0WA)
Os o/d. /-- Slat k A-est ote-
�.c
81AL .S
Specify color
Submittal Fee $
Scanning Fee $
Technology Fee $
ratt
ofcolor thru tile:
044(9
Zip:
i'WiA/ /301- Ali•veyetCsp o
s74421
Permit Fee $ • Q
Radon Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $ S ' Z_ Notary $
Training/Education Fee $ Double Fee $
Bond $ '
TOTAL FEE NOW DUE $� •
(Revised02/24/2014)
r �
`Bonding Company's Name (if applicable)
Bonding Company's Address
City State v Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with stimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and c structi lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the r orded notes' •e of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building rmiitif issued. In the absence of such posted notice, the
inspection will not ,be.approved and a reinsp ion fee will be charged.
f'
Signature
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this The f•'going instrument was acknowledged before me this
day of 1 I who, 20 t♦ , by 1 / day of �C , 20 / T , by
rpersonally l
isp rsonal y known to AIv1G � ��tlJ, who is personally known to
me or who -has -produced as me or who has produced as
NOTARY PUBLIC:
Sign:
OWNER or AGENT
who did take an oath.
omofe
/ •.Ei1 ..............•
• #091188V •
Print:
Seal: ' '
;�� Q
�• 'Pon
STAIE
**********************d'1441
AlAM
•
•
APPROVED BY
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
(AT ERIN ► r F
Notary Public - State of lor da
Commission t GG 104296
My Comm. Expiics May 14, 2021
tier ;h j tnrougr National Notary Assn.
******************************************** ***************************
r11��
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review Clerk
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 desjgnated space indicates that the item has been explained.
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
/ conealed prior to removing the existing roof system).
4. Y /'i Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
/can be viewed from below. The owner may wish to maintain the architectural appearance; therefore,
r% roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
m� taini the appearance.
Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge_if rflo scuppers (wall outlets) are not provided. It may be necessary to install overflow
pers in a danc1 the requirements of Sections R4402, R 03 and R4413.
wner/Agent's Signature Date
33
Property Address
Revised on 7/9/2009 LD;07/01/2015;
ractor Signature
•• •• •
•. •
•
• aie•
.•••
.•..
•. .
.. .
Permit Number
• • • •
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• •
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••
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RECEIVED
JUN 0 7 018
Master Permit No.
High -Velocity Hu
ROOF ASSEMBLIES _+ ROOFTOP STRUCTURES
Edition (2014)
ne Uniform Permit Appl
Section A (General Informatio `�) co
Process t19,
Contractor's Name
Clow Po 7:
Job Address
33
/Low Slope
O Asphaltic Shingles
INTERNATIONAL CODE COUNCIL
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
O New roof 0 Repair 0 Maintenance /Reroofing
` ROOF SYSTEM INFORMATION �) tA�-
Low Slope Roof Area (SF) [ Steep Sloped Roof AREA (SSF) <�ZTotai (SF) !'� 88
2) VCc
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1
1
1
1
1
1
1
... .`.
-
^ c9
Mortar/Adhesive Set Tiles7,, 9�
0 Wood Shingles/Shakes N.
0 Recovering
Mika
iiiiiiiiiiiiiiiiliiiiiiii
MINIMMEMMEMEMERMOMINWOOMMO
MINIMMEMMEMMEMOMMOOMMMMEEM
vf
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to license
Agreement. No further reproductions authorized.
...J.
. .
...'..
1.
foor
1
1
1
1
1
1
1
1
1
1
Product Approval No.:
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
1 i. - la 3'te.
I Design Wind Pressures, From RAS 128 or Calculations:
1
P1:-fit i P2:=7/. 7 P3: 0I,
Max. Design Pressure, from the_spr.product
I approval system: —.$-2 t
1
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
1
1
1
Deck:
Type:
WO ei
GaugelThicllknness: 9/r
Slope: `f,ft c%
Anchor/Base Sheet & No. of Ply(s):
r7/t
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer.
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
YzA,
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of PIy(s): PAW M 1 ve/
Base Sheet Fastener/B ndin Material:
/1e; g /0 ),�� Ply Sheet(s) & No. of PIy(s):/ l '+°✓o o O
Ply Sheet Fastener/Bolding MateVI:
7 17,
Top Ply: �tfA4ty ,/ C7 J/i
3P
Top P Fo /naa /
A
Fastener Spacing for�J4nchor/Base Sheet Attachment:
Surfacing:
Field: i0' oc @ Lap, # Rows @6 "oc
Perimeter:
- " oc @ Lap, # Rows st@ G " oc
Comer: eC " oc @ Lap, # Rows Y@ " oc
Number of Fasteners Per Insulation Board:
Field
Perimeter Comer
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
ew
amheet
FT.
SGo
P`'F
Parapet `y
Height
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
eta 7 1
• • r I'
Ikv •fT.• I.'� • a
▪ •
•
ttia—
▪ ••
•
•
• • •
•• •
•
•
is••••
•
1 •
• 1 •
•
•• •
• • •
•. •
1•
•
•
15.38
INTERNATIONAL CODE COUNCIL
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) -
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
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: ed eklp , 1/,L z (A e /040 x aeP'.c Q - ,47 /LL
Notice of Acceptance Number. /V— (Oat , c2 3
Minimum Design Wind Pressures f Agplicable (From RAS 1 7 or l alculations): 9QQ
P1: P1V P1: P1: 4lr0
Deck Type:
RI Slope:
12
Ridge e tilation?
Y A -
GA/0 Q d p/r4.t/k
Type Underlayment:
Insulation:
TA( /3 22' t,
Fire Barrier:
Mean Roof Height: / 9
/0-
Fastener Type & Spacing:
4WC/
Adhesive Type:
TrA4
et- fjkt i
sa,Co s/.)
Type Cap Sheet:
Roof Covering:
1
1
1
1
1
1
1
1
1
1
1
1
1
1
I
I
1
&ice / a1/ti4'Ja/t- Slia4t efr
Type & Size Drip
\ Edge:
•
• • •
;V4- .filer
I
•
' •1 •
•
• • • • •
• •
•.Ili
•
••a•
• •
• • • •
• •
•• ••
• • •
• • • •
• •
• • •
•• •
•
•• r
• • •
•• •
1
•� •.••
• •
•
••
•
• •
FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) 15.39
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
1
1
1
1
I
ROOF ASSEMBLIES AND POOFTOP 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 Mr. If the Mt values
are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1 . / x X , ie =�'.?, 3) - Mg:./7 = M„ d4 Product Approval M,
(P2>.f x?.,3/3= /3/)- Mg: y.17=M,./9J`{�roductApprovalMt
(P3f 7 xX,, 3/3 j4J-(j - Mg:,i:1 7 = M•7 , roduct Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval M
1 'Must be u
I Appeals.
I For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or
I equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
1
1 (P1: x L = x w: = ) - W: x cos 0 = F,, Product Approval F'
M, required Moment Resistance*
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
Method 3 "Uplift Based Tile Calculations Per RAS 127"
I (P2: x L = x w: = ) - W: x cos O = F2 Product Approval F'
1 (P3:_ x L _ = x w: = ) - W: x cos G = Fr, Product Approval F'
1
1
1
1
1
1
1
1
1
1
1
1
1
1
. • ••
•is...
Where to Obtain Information • . .•
Description
Symbol
y
_
••
Whert n Lipg
•
• •
•• • • •
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by ayp.otiostering analysis pre-
pared by PE based on ASpg•7• • • • •
Mean Roof Height
H
Job Site ' .40...
' ...ID -
Roof Slope
0
Job Site �•
• • • •
•
Aerodynamic Multiplier
l
Product Approval "' `
• •
Restoring Moment due to Gravity
Mg
Product Approval •• • •
•
Attachment Resistance
M,
Product
Approval •
•'""
•
••
Required Moment Resistance
Mg
Calculated ' • • •
•• • •
•
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
15.40
•
• •
• •
•
•
• •
•
•
•
•
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•
FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8. 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
•
INTERNATIONAL CODE COUNCIL
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
www.miamidade.gov/economy
LCFown Buildi :oducts of Florida, LLC
6018 HWY 72
Arcadia, FL 34266
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:•Windsoc Roof Tiles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision op change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an efidpfsepent oZ gpy product, • •
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure.tocxornply v\ith'ank•
section..:.
of this NOA shall be cause for termination and removal of NOA. .
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fldif A;'and fotlbWed by tilt; • • •
expiration date may be displayed in advertising literature. If any portion of the NOA is disifaye?; then rt shalibe done
in its entirety.
. . .
. .
.•
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaoturer.or its disfriliutors and
shall be available for inspection at the job site at the request of the Building Official. • • •
This NOA consists of pages 1 through 8.
The submitted documentation was reviewed by Juan E. Collao, R.A.
MIAMI•DADE COUNTY
APPROVED
.. . .
. . .
..•
.
NOA No.: 14-1006.037
Expiration Date:01%29/20
Approval Date: 01/29/15
Page 1 of 8
.
ROOFING ASSEMBLY APPROVAL
Category:
Sub -Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE
This approves a roofing system using Windsor Roof Tiles, as manufactured by Crown Building Products of Florida,
LLC 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
' Applicant Specifications Description
Windsor Shake L = 17" TAS 112 Flat, interlocking, concrete tile equipped with two
W = 13" nail holes. For direct deck or battened nail -on,
H = 1.2" mortar or adhesive set applications.
Thickness: 0.59"
Windsor Split Shake L = 17" TAS 112 Flat, interlocking, concrete tile equipped with two
W = 13" nail holes. For direct deck or battened nail -on,
H = 1.3" mortar or adhesive set applications.
Thickness: 0.59"
Windsor Slate L = 17" TAS 112 Flat, interlocking, concrete tile equipped with two
W = 13" nail holes. For direct deck or battened nail -on,
H = 1.3" mortar or adhesive set applications.
Thickness: 0.59"
Trim Pieces L = varies TAS 112 Accessory trim, concrete roof pieces for use at
W = varies hips, rakes, ridges and valley terminations.
Varying thickness Manufactured for each tile profile.
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Description
3MT"' 2- Component Foam Roof Tile
Adhesive AH-160
Two component polyurethane
foam adhesive.
TILE BONDT"I Roof Tile Adhesive Single component polyurethane
foam roof tile adhesive.
"Tile Tite" Roof Tile Mortar Premixed, pre -bagged roof tile
mortar.
Bonsai Roof Tile Mortar Premixed, pre -bagged roof tile
mortar.
"Quikrete" Roof Tile Mortar, FL-15 Premixed, pre -bagged gray roof
tile mortar.
MIAMI-DADE COUNTY
APPROVED
. • ..
• . 0000
• ••
.
.. . ... .
• . •
M' iht*1,t turer •• •
(With' Mr.rent NOAt
.
3%i{dompany ••••
The Dow.hbeulical Company
Bermuda iec of Co:1nc.
Bonsal American
The Quikrete Companies, Inc.
•
•
•
.
• .
.•
.
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 2 of 8
•
• •
2.2 MANUFACTURING LOCATION
1. Arcadia, FL
2.3 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
MIAMI•DADE COUNTY
APPROVED
Test Identifier
7161-03 Appendix III
7161-03 Appendix II
Letter
P0631-01
P0402
94-060A
94-084
25-7094-2
25-7094-8
25-7094-5
25-7183-6
25-7183-5
25-7214-1
25-7214-5
Project No. 307025
Test #MDC-77
520109-1
520111-4
520191-1
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Test Name/Report
PA 102 & PA 102(A)
PA 108 (Nail -On)
PA 108 (Nail -On)
PA 108 (Mortar Set)
Withdrawal Resistance Testing of screw
vs. smooth shank nails
PA 101 (Mortar Set)
PA 101 (Adhesive Set)
PA 102
(4" Headlap, Nails, Direct Deck, New
Construction)
PA 102 (4" Headlap, Nails, Battens)
PA 102 (4" Headlap, Nails, Direct Deck,
Recover/Reroof)
PA 102 (2 Quik-Drive Screws, Direct
Deck)
PA 102 (2 Quik-Drive Screws, Battens)
PA 102 (1 Quik-Drive Screw, Direct Deck)
PA 102 (1 Quik-Drive Screw, Battens)
PA 100
PA 101
PA 101
PA 101
Aerodynamic Multiplier • •
Moment of Gravity • • • •
25-7094
25-7496
25-7584
25-7804b-8
25-7804-4 & 5
25-7848-6
25-7183
.
. .
.. ..
..
Aerodynamic Multipliers.
Two Patty Adhesive Set System •
Date
Dec. 1991
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March, 1994
May 1994
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Oct. 1994
Dec. 1998
March 1999
March 1999
Center 2007
4pggst 2007 • •
FebtUaly 199I ..:.
April 1996. .
Dec filler 19;6 •
Dee fiber 1996: • • .
13ecammer 19io•••
December 1906 • •
.March 1995, •
• 131'41999. .
Avail
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 3 of 8
•
2.3 SUBMITTED EVIDENCE (CONTINUED):
Test Agency Test Identifier Test Name/Report Date
American Test Lab of South RT0908.01-14 TAS 112 09/18/14
Florida RT0923.01-14 TAS 112 09/30/14
RT0923.02-14 TAS 112 09/30/14
RT0912.01-14 Restoring Moment 09/18/14
Aerodynamic Multiplier
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 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61 G20-3 of the Florida Administrative Code.
4. INSTALLATION
4.1 Windsor Roof Tiles and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (Ibf)
Length -I (ft)
Widtlk%(ft)
Windsor Shake,
Windsor Split Shake,
Windsor Slate
11.7
•
1.42 •
•
•
• •
•
•
•
• • • •
'l. uA• .
•
•
•'
• •
• • • •
..•.
.•
Table 2: Aerodynamic Multipliers - A (ft3) • • • • • • • • • • •
.
-- -
Tile Profile
A (ft3)
Batten Application
..L(tr) •.; ...
Direct Deeh,Applicatien
Windsor Shake,
Windsor Split Shake,
Windsor Slate
0.289
• • - - -.
•••.
c3 •.. . ;•..
•:9 •
�� • •
•' •
MIAMI-DADE COUNTY
APPROVED
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 4 of 8
•
.
•
..
•
••
..
•
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)
Tile
Profile
.. ..
2":12"
.. ..
3 :12
4":12"5:12
.. ..
.. ..
6 :12
7":12" or
greater
Windsor
Shake,
Windsor
Split
Shake,
Windsor
Slate
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
8.27
8.26
8.19
-811
)8' 07
8.04
7.91
7.87
7.72
7.67
7.50
7.46
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Windsor Shake,
Windsor Split Shake,
Windsor Slate
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw Shank
Nail
7.3
9.8
4.9
2-10d Smooth or Screw Shank
Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw Shank
Nail (Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw Shank
Nail (Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw Shank
Nails (Field Clip)
35.5
35.5
34.8
....
2-10d Smooth or Screw Shank
Nails (Eave Clip)
31.9
31.9.
•
`• • ` :
• • • • 32.2
• • • •
• • •
...
2-10d Ring Shank Nails'
50.3
65•5.
•
•.•.
. • • ft8.3
.... •
:••
.••
1 Installation with a 4" tile
headlap and fasteners are located a min. of 2%" from head of tile. • . • • •.:
• • •
MIAMI-DADE COUNTY
APPROVED
• . •
•
••
•
•
• •
• •
•• • •• . • •
• • •
•
•.
..
•
•
•
•
•
•
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 5 of 8
Table 5: Attachment Resistance Expressed as a Moment M f (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Windsor Shake,
Windsor Split Shake,
Windsor Slate
Adhesive2
31.33
2 See manufacturer's component approval for installation requirements.
3 TILE BOND'"' Roof Tile Adhesive; Average weight per patty 13.9 grams.
3MTM 2-Component Foam Roof Tile Adhesive AH-160; Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Windsor Shake,
Windsor Split Shake,
Windsor Slate
3M'M 2-Component Foam Roof Tile Adhesive AH-160
118.94
TM
3M 2-Component Foam Roof Tile Adhesive AH-160
s
[0.4]
4 Large paddy placement of 45 grams of 3M'T 2-Component Foam Roof Tile Adhesive AH-160.
5 Medium paddy placement of 24 grams of 3M'M 2-Component Foam Roof Tile Adhesive AH-160.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Windsor Shake,
Windsor Split Shake,
Windsor Slate
Mortar Set6
39.0
6 See specific mortar manufacturer's Notice of Acceptance
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detai? 8'elow), t1r• •; •
following statement: "Miami -Dade County Product Control Approved".
MIAMI.DADE COUNTY
APPROVED
.. . •••• .
. •
• •
•
.
•
. •
••.. •..• • •
. .
• • • •
••• .
. . . •
•.• •. ••
•
. .
•
• •
•
.
•
•.
•. •
.
•. .
.
• ..
WINDSOR SHAKE, WINDSOR SPLIT SHAKE, AND WINDSOR SLATE ROOF TILES
(LOCATED ON UNDERSIDE OF TILE)
• •
• •
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
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.
PROFILE DRAWINGS
FASTENER HOLES
WINDSOR SLATE
MIAMI DADE COUNTY
APPROVED
• • • •
• •
• • ••••
• • J • •
•• • •••• •
• • • •
•• •
•
• • •
•••• •••• • •
• • • •
•••• ••••
• •
••• •
• • • •
••• •• ••
•
• •
• • •
••
• • •
• • • • .
• ••
•
•• • •• • • •
• • •
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 7 of 8
PROFILE DRAWINGS (CONTINUED)
13"
13"
FASTENER HOLES
LYYINDSOR SHAKE]
FASTENER HOLES
WINDSOR SPLIT SHAKE
END OF THIS ACCEPTANCE
MIAMI-DADE COUNTY
APPROVED
17"
•
•
•
• • • •
• •
• • • •
• •
• • • • • •
• • • •
•• •
• • •
• • • • • • • • • •
• • • •
• • • • • • • •
• .
••• •
• •
••
• . •
• •
••
• • • •
• • •
•• • •• • •
.
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 8 of 8
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ICP_Adhesives an Inc.
12505 NW 44' Street
Coral Springs, FL. 33065
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
www.miamidade.eov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This' product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:,ICP.Adhesives Polyset® AH-160
---�_�
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product. • •
TERMINATION of this NOA will occur after the expiration date or if there has been 0,re ,ision otange in the..:.
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endwise mint of any product, for •
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to oornply witl1 anysection'of •
this NOA shall be cause for termination and removal of NOA. • • • • • • • •
•
... .
. . . .
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Elkin, and followed by the • •
expiration date may be displayed in advertising literature. If any portion of the NOA is disglayed; then It shill be dqt .
in its entirety.
. . .
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its aisinbutors 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.
MIAMI•DADE COUNTY
APPROVED
NOA No.:-17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17'
Page 1 of 11
.
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
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
ICP Adhesives
Polyset®AH-160
ICP Adhesives Foam
Dispenser RTF1000
ICP Adhesives ProPack®
30 & 100
Dimensions Test Product Description
Specifications
N/A TAS 101 Two component polyurethane foam adhesive
N/A Dispensing Equipment
N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset® AH-1 60 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
•
.
• . .
.. •
Resdlis'' .
.•••
1.6 lbs./ft.3
18 PSI Parallel to rise ..' •.'
12 PSI Perpendicular to rise
28 PSI Parallel to rise •
0.08 Lbs./Ft2
• •
.
••.
• •
.•..
...•
. ••
..•
•...
. •
• • • •
• • • •
•.
..
.
.•
. •
•
.•
• • • .
. •. .
•
3.1 Perm / Inch ••••'
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
MIAMI•DADE COUNTY
APPROVED
•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-1PA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 •O'3(QZ/99
520109-2-1 • •• •
•• • •
••• •
LIMITATIONS:
•
•
•
•
•
• •
• • • • • • • • • •
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assemb1jfor fire rating •
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profile. • • • • • • • • •
•
3. Minimum underlayment shall be in compliance with the Roofing Application Standard:MS 420. •
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® A11-16Q roof •atitesive
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 Buildteg tode and
••
•
• •
Rule 61G20-3 of the Florida Administrative Code.
MIAMI DADE COUNTY
APPROVED
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 Roofmg Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or 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 ICP Adhesives
Polyset® A11-160 has been dispensed.
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
MIAMIDADE COUNTY
APPROVED
• •
• ....
• • •
... ....
..
• . •
•
•
•
.... .... • •
. . •
....•
....
... •
. . • •
..• ..•
..
• • •
•
• • .
• • .
... .. .
. • .
•
•
•
• •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Area
Minimum Paddy Gram
Weight
Eave Course - Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
head of tile 9-11 sq. inches at
overlap
12 grams per paddy
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
edge) 20-25 sq. inches each
bead
17 grams per bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
. • .
AP OYED
••••
• •
As required by the Building Official or applicable building code in order to properly evaluate the.ftistallatidii bf this
system. •' • •
••• •
MIAMI DADE COUNTY
APPROVED
.•••
• •
•
••
• • • •
• • • • • • • •
• •
•• • •
• • •
• •
• •
• • •
• • •
• • • •
• •
••
•
•
•
•
•
• •
•
••
• • •
•• • • •
• • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
MIAM .DADE COUNTY
APPROVED
ADHESIVE PLACEMENT DETAIL # 1
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 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.
• • •••
• • ••
•
•
High Profile / Single Pan Tile. • • • ' • • • •
•
•
•
• • •
1. Starting at the eave courr,•arppily a nit►trnt1pi 2" • •
(50.8 mm) x 10" (254 mnt)V •1" (25.4 Ui1h) foam • •
paddy onto the underlayiiieht '' sitioned as shown
under the pan portion of tie Tile closest tq the •
overlock of the tile being set! • ••
• • • •
2. Continue in same manner,lnsuie apprextely 1'Z
(109.7 cm2) — 23 (148.4 cm2) square intfi 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
MIAMI.DADE COUNTY
APPROVED
ADHESIVE PLACEMENT DETAIL"#
cFlat/I:ow Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
nun) 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 Vmii?imum.2" glQ.8mm) • •
x 7" (177.8 mm) x 1" (25.44411.%am paddy onto the •
underlayment positioned as on underjj an
portion of the tile closest tv�e wgserlock pf tte tile
• •
being set. .•• •
• • • •
..• .. ••
•
3. Continue in same manner. pie gpproximately 12" • •
(77.4 cm2) - 14 (90.3 cm2) Square inch dye
contact with the underside of tl 'tile.
•• • •• •
• . •
•• •
(Instructions continued on next page)
• •
• •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7of11
MIAMI•DADE COUNTY
APPROVED
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Flat/tow Profile Tile
Medium Profile The
MIAMI-DADE COUNTY
APPROVED
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in2 (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in2 (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
High Proffitt
MIAMI DADE COUNTY
APPROVED
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(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 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
• •
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•
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
.
ADHESIVE PLACEMENT DETAIL
Two PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in.
in contact with the pan tile.
2) Turn covers upside down. Place adhesive in
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in. contact area.
Underlayment
Eave dosure
(motar shown)
Weephole Fascia Board
Steep pitch applications
(when required)
Sheathing
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure save end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
MIAMI•DADE COUNTY
APPROVED
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 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 ate •
considered optional. • '•
. . .
.. .
1•••
•
5. When additional nailingis require•d, ea' (50.8
mm) x 4" (101.6 mm) tititlers•or the tiewire
system using galvanize t,Wiuless steel; br
copper wire and compatilire nails may lie psed. • •
.
•
END OF THIS ACCEPTANCE
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NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
•
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:(CertainTeed-Underlayment-Systems
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product. •••••
•
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chan.mirke
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endot ertiefit of annro$uct,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure fifi t>S�d 1y with anX section
of this NOA shall be cause for termination and removal of NOA. • • •
•••• ••••
•'
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ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flgveli,find foll:Ai by th,....
expiration date may be displayed in advertising literature. If any portion of the NOA is dispjAyel, then it shall be done • •
in its entirety. •
• •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer of ts:distril1tttt end
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 14-0724.16 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
MIAMI DADE COUNTY
APPROVED
"we'
NOA No.: 14-1028.023
Expiration Date:_11/24/19�
Approval Date: 06/04/15
Page 1 of 9
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS
SCOPE:
This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with
the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
WinterGuard HT
Manufuring
Location #1
WinterGuard Granular
Manufuring
Location #2
WinterGuard Sand
Manufuring
Location #2
Diamond Deck'
Manufuring
Location #3& 4
MetaLaymentTM
Manufuring
Location #1
Black Diamond'
Base Sheet
Manufuring
Location #2
MIAMI.DADE COUNTY
APPROVED
Dimensions
36" x 65'
rolls
36" x 65'
rolls
36"x65'
rolls
Test Product
Specification Description
ASTM D 1970 Modified fiberglass reinforced, bituminous sheet
material for use as an underlayment in sloped roof
assemblies. Designed as an ice & rain shield.
ASTM D 1970 Granular surfaced modified, fiberglass reinforced,
bituminous sheet material for use as an
underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
ASTM D 1970 Embedded sand surfaced modified, fiberglass
reinforced, bituminous sheet material for use as an
underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
48" x 250' ASTM D 226
rolls Type II
393/8"x61'
rolls
39 3/8" x 68' 7"
rolls
Synthetic, scrim reinforced underlayment for use
under shake, shingles, slate or metal Nang.
• • • •
••••
•
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ASTM D 1970 A film surfaced, self-adherrng underlayment for•
use under metal roofing.• • • •
. .
ASTM D 1970
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Granular surfaced modifies! 'fiberglass reinforced,
••....•
bituminous sheet material ibr ise as an .
underlayment in sloped.roofassemblies.
Designed as an ice & Ngt•foruse as•
an Anchor Sheet. Direct adhesion tb•w6od deck
not permitted in the HVHZ.
••
•
.
NOA No.: 14-1028.02
Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 2 of 9
•
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TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Flintlastic GTA
Manufuring
Location #1
All Weather/Empire
Base Sheet
Manufuring
Location #1
Dimensions
39 3/8" X 32' 10"
rolls
39 3/8" x 65' 10"
rolls
DryRoof''TU 39 3/8" x 61'
Manufuring rolls
Location #1
CFlint antic GMS
Manufuring
Location #1
Flintlastic SA Cap
Manufacturing
Location #1
Roofers' Select
Manufacturing
Location #5
39-3/8" x 32' 10"
rolls
393/8"x33'11"
rolls
36" x 144' rolls
MANUFACTURING LOCATION:
1. Little Rock, AR.
2. Shakopee, MN
3. Hangzhou, China
4. Silvassa, India
5. Shreveport, LA
MIAMI DADE COUNTY
APPROVED
Test
Specification
ASTM D 6222
Grade G
Type I
ASTM D 4601
Type lI
TAS 103
Product
Description
Granule surfaced APP Modified Bitumen
membrane with non -woven polyester mat
reinforcement for torch application.
Asphalt coated fiberglass reinforced base sheet.
A polyester fabric surfaced, self -adhering
underlayment.
ASTM D 6164 Granule surfaced SBS Modified Bitumen
Grade G membrane with non -woven polyester mat
Type I reinforcement for mop application.
TAS 103
Polyester reinforced, self -adhering SBS modified
bitumen cap sheet.
ASTM D226 An asphalt -impregnated, organic felt reinforced
Type I with glass fibers, roofing underlayment.
•
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•b••
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NOA No.: 14-1028.02
Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 3 of 9
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EVIDENCE SUBMITTED:
Test Agency
Momentum Technologies, Inc.
TrinitylERD
PRI Construction Materials
Technologies, LLC
InterTek Testing Services Ltd.
MIAMI•DADE COUNTY
APPROVED
Test Identifier
AX31G8D
AX31 G8G
3530.12.05-1-RI
3523.03.05-R2
C32240.03.10
C3500.04.10
C31860.05.10
C30280.12.09-R2
C31410.10.10-R1
C30890.03.10-1
C40050.09.12-2
C34940.09.11-R1
C32930.01.11-R2
C45240.01.14-1
C45240.01.14-2
CTC-075-02-01
CTC-075-02-01
CTC-093-02-01
CTC-189-02-01
CTC-163-02-01
10103165000Q-002C
101227796C0Q-003C
10103165000Q-005C
Test Name/Report
ASTM D4601
ASTM D6222
ASTM D1623
ASTM D1623
ASTM D4977
TAS 103
ASTM D1623
ASTM D226
ASTM D5147. ASTM D4798
ASTM D1970
ASTM D1970
TAS 103, ASTM D1623
ASTM D1623
ASTM D1970, TAS 110
TAS 103, TAS 110
ASTM D1623
TAS 103
ASTM D6164, ASTM D4798
ASTM D1623
ASTM D6757, ASTM D226,
ASTM D4869
ASTM D226
ASTM D4798
ASTM D4869
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Date
09/05/08
06/05/09
10/05/09
01/12/10
03/04/10
04/01/10
05/18/10
12/11/09
11/02/12
03/17/10
09/28/12
10/04/11
01/20/14
01/15/14
01/24/14
10/07/11
10/07/11
08/09/11
11/18/13
05/09/13
08/13/13
08/13/13
....08/13/13
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NOA No.: 14-1028.02
Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 4 of 9
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APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end
lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge
and in a grid pattern spaced 12" o.c. in the field of the roll.
Surfacing:
(2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 20" headlap and a 12"
end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset
36" minimum.
Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, and metal roof applications. Must Comply with applicable Roofing Application Standards
and Building Codes
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above) Two plies of Roofers' Select with a minimum 2" headlap and a 6" end lap
mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and
in a grid pattern spaced 12" o.c. in the field of the roll.
(2:12 to < 4:12) Two plies of Roofers' Select with a minimum 19" headlap and a 12" end lap
mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and
in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joint should be offset•72"
•.• •• ••.•.
minimum. • , •
••• •
Surfacing: Shall be acceptable for use in approved asphaltic shingle applications,pat,Comply with
applicable Roofing Application Standards and Building Codes •• . • .•••••• •
•
•••• ••••
MIAMI.DADE COUNTY
APPROVED
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NOA No.: 14-1028.02
Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 5 of 9
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck, membrane adhered.
Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.
Membrane:
Surfacing:
MIAMI•DADE COUNTY
APPROVED
One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT,
WinterGuard Granular, WinterGuard Sand, MetaLayment, DryRoof TU or Black Diamond
Base Sheet self -adhering membrane adhered to the anchor sheet with a minimum 3" headlap
and 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 membrane is acceptable. If membrane is strapped, then anchor sheet must also
be strapped.
Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, and metal roof applications. Must Comply with applicable Roofing Application Standards
and Building Codes
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NOA No.: 14-1028.02
Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 6 of 9
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(4): Anchor sheet mechanically fastened to deck, membrane adhered.
Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically
attached with a minimum 4" side lap and a minimum 6"end lap. Anchor sheet shall be applied
at a right angle (909) to the slope of the deck with approved annular ring shank nails and tin
caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in
the field of the roll of the base sheet.
Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Membrane: cOneply of Flintlastic GMS adhered in a full. mopping_of.Type IV asphalt applied_ within the
EVT range and at a rate of 20-40 Ibs./sq or Flintlastic GTA torch applied to the preceding sheet
or DryRoof TU, Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet
with a minimum 4" side lap and 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 membrane is acceptable. If membrane is
strapped, then anchor sheet and ply sheet must also be strapped.
Surfacing:
LABELING:
When used in Tile roof systems the cap sheet shall be back nailed to deck with approved
annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the
end laps. No nails or tin caps shall be exposed.
•Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any
approved roof tile system mechanically fastened as specified in their current NOA.
•Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU maybe used with any
approved roof.tile,system adhered -as -specified in -their current NOA using any foam adhesive
listed and having a current tile adhesive NOA approval:—
• ••••
•
•
Must comply with appropriate Roofing Application Standard RAS 1 +8,,RAjS •
119, CMS 120 and
applicable Building Codes. ' •
• •'•
•
• • • • •
• •
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• •
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer'rrpa ne orlogp, City,
state and the following statement: "Miami -Dade County Product Control Approved" or the Mtan'iltDade County
Product Control Seal as shown below. • • • •
• •
MIAMI-DADE COUNTY
APPROVED
MIAMI-DADE COUNTY
APPROVED
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NOA No.: 14-1028.02
Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 7 of 9
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this material.
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular,
WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane
shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof
applications. CertainTeed underlayment roofing systems utilizing Roofers' Select shall be acceptable for use in
asphaltic shingles.
3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or
Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened
roof tile systems as specified in the surfacing option of the approved assemblies.
4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with
applicable Building Code.
5. CertainTeed underlayment roofmg systems membranes shall be applied to a smooth, clean and dry surface with
deck free of irregularities.
6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a
recover system but may be applied over an approved roofing Base/Anchor sheet underlayment.
7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap,
MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof
for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be left exposed as a temporary
roof for longer than 30 days after application.
8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing
CertainTeed underlayment products as a component part of an assembly in the Notice of Meerance. If
CertainTeed underlayment products are not listed, a request may be made to the Aulhoi i?y Having Jurisdiction • •
(AHJ) or Miami -Dade County Product Control for approval provided that appropriate documentati+gq is provided..:.
to detail compatibility of the products, wind uplift resistance, and fire testing results. •
9. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking well. Swebp •
the deck thoroughly to remove any dust and debris prior to application. • • • • • • • •• •
10. When applying the membrane in the valley, start at the low point and work to the high ggini,ralling the'iimbrane....
from the center outward in both directions. • •
11. Roll or broom the entire membrane surface so as to have 100% contact with the surfaced giving spectal.itUntion to
overlap areas. . ••
•.
12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Pi'ttdlfct'Control
Notice of Acceptance and applicable Building Code.
13. The maximum roof slope for use as roof tile underlayment for direct -to -deck tile assemblies shall be as follows:
(Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the
underlayment. See Table Below)
MIAMI-DADE COUNTY
APPROVED
NOA No.: 14-1028.02
Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 8 of 9
LIMITATIONS:
Tile Profile
Flintlastic GMS1
Flintlastic SA Cap'
DryRoof' TU3
Flintlastic GTA3
Flat Tile
4:12
6:12
6:12
6:12
Profiled Tile
4:12
5:12
6:12
6:12
1The following is applicable to all systems using and Flintlastic GMS
•Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on
top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below).
•Slopes greater than 4:12 — Horizontal batten strips are required. Stage tiles touching horizontal battens; a
maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below).
'The following is applicable to all systems using Flintlastic SA Cap:
•Slopes up to 5:12, Profiled Tile — Stage by placing two tiles perpendicular to the slope followed by maximum
four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below).
•Slopes greater than those shown in the above table — Horizontal batten strips are required. Stage tiles touching
horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below).
3The following is applicable to all systems using DryRoor TU and Flintlastic GTA:
•Tiles shall be stored on battens on roof pitches greater than 6:12".
Front View
Figure 1: Staged Method,
MIAMI-DADE COUNTY
APPROVED
Front
View
Figure 2: Batten Method •
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FigPure.2 Batten Method • •
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END OF THIS ACCEPTANCE
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NOA No.: 14-1028.02
Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 9 of 9
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
CGAF- J
1 Campus Drive
Parsippany, NJ 07054
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miamidade.eov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County
Product Control Section that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built:Up Roof Systems for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.. • • • •
• •• ••••
TERMINATION of this NOA will occur after the expiration date or if there has been D.xp ' on or caliahge in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as•an esidorsement,of any
product, for sales, advertising or any other purposes shall automatically terminate this NOtar.4F.ailureJ•Cdrgply
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 Nr5AaTrdispla%edd then
•
it shall be done in its entirety.
• • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer br its disfrr$ntors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI•DADE COUNTY
APPROVED
NOAdNo.: 14-1030.01 2
Expiration Date: 11/04/18
Approval Date: - 05/04/11
Page 1 of 31
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Membrane Type: BUR
Deck Type 1I: Wood, Non Insulated
Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type E(4): Anchor sheet mechanically attached to roof deck.
All General and System Limitations shall apply.
Fire Barrier: TOPCOAT FireOutT" Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet
(optional) VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation
instructions.
Anchor sheet: £GAFGLLASS_ #75. Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS®
Stratavent® Venting Nailable Base Sheet is secured as described below.
Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter
Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the
field of the sheet in two staggered rows.
(Maximum Design Pressure: —45 psf. See General Limitation #7)
Fastening Miami:DadE County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. di-a_eter
Option #2: tin'caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. iri the
field of the sheet in.two staggered rows
(Maximum Design Pressure: —52.5 psf. See General Limitation #7)
Fastening Drill -Tee' #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-TecT" AccuTrac®
Option #3: Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4
in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure: —52.5 psf. See General Limitation #7)
Fastening Drill-TecTM #14 Fasteners and Drill -Teem 3 in. Standard Steel Plates, Drill -Tee' AccuTrac®
Option #4: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4
in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure: —60 psf. See General Limitation #7)
Fastening Drill-Tec' #14 Fasteners and Drill -Tee' 3 in. Standard Steel Plates, Drill-TecT' AcGuTfac®
Option #5: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaegci 8 ip. o.c. itt.the min. 4 • •
in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet it►.tbrea staggered rews.
•(Maximum Design Pressure: —97.5 psf. See General Limitation #7)
nstalled per manufacturer's installation instructions.)
•
Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applie8.at 2t1-40'113.asq • . •
•
— ••.
Cap Sheet: �GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap, Slieetor GAFGLAS ..
EnergyCap' Mineral Surfaced Cap Sheet adhered in —a full mopping of hod asphalt�,ppj l at 20
— t 40lbs./sq. installed per inanufactiiWr's installation instructions. — : . • .
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MIAMI•DADE COUNTY
APPROVED
NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 29 of 31
Surfacing:
Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions. All
coatings must be listed within a current NOA.
Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved
asphalt at 60 1bs./sq.
2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat®
Membrane applied at 0.5 to 0.75 gal./sq.
3. Aluminum Fiber Roof Coating.
1.
Maximum Design
Pressure:
See Fastening Above.
,
MIAMI-DADE COUNTY
APPROVED
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NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 30 of 31
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WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum Yo" DensDeck' Roof Board or %" 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 Roofmg Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117. • • • •
••
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements pf tljes, areas.' Tastener • •
densities shall be increased for both insulation and base sheet as calculated in complianceWithltoofix Ap$licatiQQ••;.
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional EngineQr, • •
Registered Architect, or Registered Roof Consultant (When this limitation is specific4yreferredwithin • •
this NOA, General Limitation #9 will not be applicable.) ' ....'•• • • • . •
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination delta shalreo»fotm to
.•
Roofing Application Standard RAS 111 and applicable wind load requirements. • • • •
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure !onus field, • .
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted foj enlinced 1$§fening at •
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitatibnis spefifgaliy •
referred within this NOA, General Limitation #7 will not be applicable.) • • •
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMI-DADE COUNTY
APPROVED
NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 31 of 31
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9/14/2017
ONLINE CERTIFICATIONS DIRECTORY
TGFU.R1306 - Roofing Systems
Page Bottom
TGFU.R1306
Roofing Systems
Roofing Systems
See General Information for Roofing Systems
GAF_
1 CAMPUS DR
PARSIPPANY, NJ 07054 USA
R1306
"RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" may be utilized as an alternate to Type G2
"GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" base sheets in any of the following
Classifications.
1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime
Roofboard" or "DensDeck® DuraGuard'"' Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCK® Roof Board" (Type
FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is
done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the
gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM
Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed
below the overlayment board. 1/4-in. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK® Glass -Mat Roof Board"
(Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except
polystyrene.
Multiple plies of Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex PIy 6" or "Tri-Ply® Ultra -Flexible Ply 6" may be adhered to
Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard '" Roofboard" in hot roofing
asphalt.
"GAFGLAS® FIexPIy"" 6 5L" and "GAFGLAS® FlexPiy"" 6" may be used interchangeably in any roof covering system listed below.
"EnergyGuardTM Ultra" is an acceptable altemate to "EnergyGuardTM" in any applicable Classification.
"GAFGLAS® Stratavent® Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over
noncombustible decks and as a recover over existing roof systems.
"EnergyGuardm' Perlite Insulation" may be utilized as a cover board over "EnergyGuard""" in any of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane
insulation adhesive. Polystyrene referenced in any of the following Classifications indude insulation. ••••
Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per thehm�afryfacturer's installation
Instructions (excluding "LRF Adhesive 0") in any applicable Non -Combustible Roof Deck Classifications. •• • • ••••
• • •
•• •
"EnergyGuard"" Tapered" is an acceptable altemate to "EnergyGuard"'" in any applicable Classification.
"EnergyGuard"' Ultra Tapered" is an acceptable alternate to "EnergyGuard"" Ultra" in any applicable Classifiea ier..
"EnergyGuardTM NH Tapered" is an acceptable altemate to "EnergyGuard"' NH" in any applicable Classification!. • •
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"EnergyGuard"'NH Ultra Tapered" is an acceptable altemate to "EnergyGuard"'NH Ultra" in any applicableaassification. • • •
"EnergyGuard"' Barrier Tapered" is an acceptable alternate to "EnergyGuard"" Barrier".
"EnergyGuard"' NH Barrier Tapered" is an acceptable alternate to "EnergyGuard"" NH Barrier".
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Minimum 1-in. thick "EnergyGuard"" Barrier' is an acceptable altemate to "EnergyGuard"" Ultra" in any applicable Ciassific>!> grf.• •
Minimum 1-in. thick "EnergyGuard'" NH Barrier" is an acceptable altemate to "EnergyGuard"" NH Ultra" in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
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Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or "GAFGLAS® #80 Ultima"' Base Sheet")
is a suitable altemate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply®
Ultra -Flexible PIy 6") in the Class A, 8 or C roof systems indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS® Stratavent® Nailable Venting
Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot
roofing asphalt and nailable base sheets are to be mechanically fastened granule side down.
As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"'
Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet
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9/14/2017 TGFU.R1306 - Roofing Systems
("GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6") as the nailed base ply in the following
systems
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened.
Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened.
"GAFGLAS® Flashing" or "RUBEROID®" may be used for flashing in any of the Class A, B or C systems listed below.
When "perlite" is referenced, this includes any UL Classified perlite insulation.
Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-
15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum
thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin
paper/polystyrene/perlite) is a suitable altemate for polyisocyanurate board in the following Class A, B or C systems.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS® #80 Ultima"" Base Sheet" may be used in any of the following systems.
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatings"' FireShield MB
Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2.
Class A, B and C
Hot roofing asphalt, for use with glass felts or modified bitumen membranes.
"RUBEROID® Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID® Mop" SBS roofing membranes in any applicable
Classification.
1. Deck: C-15/32
f Class A
Incline: 3
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuard"' Roofboard" or minimum 1/4-In. thick United States Gypsum Co.
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX).
Vapor Barrier: — one or more plies "GAF® SA Vapor Retarder" self -adhered
Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate
composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible
Ply 6", fully adhered with hoot roofing asphalt.
Surfacing: — Gravel.
2. Deck: C-15/32 Incline: 2
••••
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLB "DensDeck® Roofboard" or •
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuard"' Roofboard" or minimum 1/4-in. thick UAitef St•ttes G yp6um• • moo.
Insulation: — One or more layers perlite or wood fiber orglass fiber or polyisocyanurate • •' • Y P p y ocyanurate or urethane or pe ite/polyisoiyanurate. •
composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any tfiitltAddt. •
Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Diy&' or'Tri;PIf ®'Lytra-Flexible
PIy 6", fully adhered with hot roofing asphalt. • • • • •' • • • • • •
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap She Ott pi / AFGLAS® EnargyCap' • • •
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • • • •
•• •• •
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3. Deck: NC Incline: 2 • • • • •
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Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLG"DensDeck® Roofboard" or*
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuard"' Roofboard" or minimum 1/4-in. thick Unitqc1,States Gypsum Cit. •
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). • •••
•• •
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum.
Ply Sheet: — Two pr more plies Type G1 "GAFGLAS® Ply 4" or'Tri-Ply® PIy 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible
Ply 6°, fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
4. Deck: C-15/32 Incline: 1
Slip Sheet (Optional): — Red rosin paper,, nailed to deck.
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Base Sheet; — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or "GAFGLAS® #80 Ultima"' Base Sheet"
or "GAFGLAS® Stratavent® Nailable Venting Base Sheet°, mechanically fastened.
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9/14/2017 TGFU.R1306 - Roofing Systems
C20. Deck: C-15/32 Incline: 1
•• base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" mechanically fastened.
Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened
or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive:
Base Sheet: — One or more plies "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth",
mechanically fastened or fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTm
Mineral -Surfaced Cap Sheet".
21. Deck: NC Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'M Roofboard" or minimum 1/4-in. thick United States Gypsum Co.
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX).
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet: — Two plies Type Gi "GAFGLAS® PIy 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or one ply Type G2 "GAFGLAS®
#75 Base Sheet" or'Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet" mechanically fastened or fully adhered with
hot roofing asphalt or one ply Type G2 "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated
Venting Base Sheet" loose laid, mechanically fastened or fully adhered.
Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex PIy 6", fully adhered with hot
roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCar'
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
Class B
1. Deck: C-15/32 Incline: 3-1/2
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co.
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX).
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® PIy 4" or "GAFGLAS® Flex Ply 6" or 'Tri-Ply® Ultra -Flexible
PIy 6", mechanically fastened or fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
2. Deck: C-15/32 Indine: 3-1/2
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co.
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX).
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply Flex 6" or "Tri-Ply® Ultra -Flexible
Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet"or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet" or "GAFGLAS®
Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or Type G3 "GAFGLAS® Mineral
Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing Ordtt.
Membrane: — One or more plies "RUBEROID® Torch Smooth" or "Tri-PIy® APP Smooth" or 'Tri-Plyt APP,Granulen a. aRUBEROIbffi •; •
Torch. Granule" or +.'RUBEROID® Torch 180", torch applied or "RUBEROID® Mop Smooth" or "RUBERO(Dr MDp SmooLl l 4.5" or •
"RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRP' or "Tri-Ply® SBS Granule' fully eirleheQ with hp& • •: •
roofing asphalt. ••••••
•
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-PIy® BUR Granule Cap Sheet+►ei.'c AFGLAS® EnergyCapP. • • •'
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. ,,,, • • • •
• • • '
•••• •••• • •
3. Deck: C-15/32 Incline: 2-1/2 ••• ,
•
•
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC''behsiDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT" Roofboard" or minimum 1/4-in. thick Uni tli s Gypsum Co.
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). • • • •
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate gr ureehane or•
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composit�eol'phenolirw,any thickness.
Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6". or''Tri-PlneV-Flexible
PIy 6", fully adhered with hot roofing asphalt..
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-PIy® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapr'
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
•
••
•
•
4. Deck: C-15/32 Incline: 2-1/2
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co.
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX).
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet: — Two or more plies Type Gi "GAFGLAS® Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or'Tri-Ply® Ultra -Flexible
Ply 6' or Type G2 "GAFGLAS® #75 Base Sheet" or'Tri-PIy® #75 Base Sheet" or "GAFGLAS® #80 Ultima' Base Sheet" or "GAFGLAS®
Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or Type G3 "GAFGLAS® Mineral
Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt.
http-/database.ui.comlcgi-bin/XYV/template/LISEXT/1 FRAMElshowpage.html?name=TGFU.R1306&ccnshorttitle=Roofing+Systems&objid=1074351... 6/48
4;3EOTECHNICAL 1 ENVIRONMENTAL I MATERIALS TESTING 1 ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
*'
MIAMI, October 29, 2018
�oEc DYNATECH ENGINEERING CORP.
WWW.DYNATECHENGINEERING.COM
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH 2017,
6TH EDITION FLORIDA BUILDING CODE TEST POTOCOL TAS-106 8 � 3
PERMIT No. PT' uiAZa%2i
CLIENT: Jim Obenour: OBENOUR ROOFING: 9822 NE 2nd Avenue, #9, Miami Shores, FL 33138
PROPERTY ADDRESS: 533 GRAND CONCOURSE MIAMI SHORES, FL 33138.
TILE TYPE/ATTACHMENT: Flat Roof Tile Polyfoam Set. Inspected By: JM
Testing Equipment: Humboldt Scale Model H-4620
The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since
roof condition are continuously changing due to the exposure to the element and roof top traffic. Client recognizes that actual conditions in areas
not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost
of construction for its future projects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditions of areas
not tested by DEC.
Test No. Test Location Field Uplift Pull Test Test Result
1 - 93 Field See Sketch Below > Than 35 LBS Passed
94 - 109 Corner See Sketch Below > Than 35 LBS Passed
110 - 169 Perimeter See Sketch Below > Than 35 LBS Passed
170 - 224 Ridge caps See Sketch Below > Than 35 LBS Passed
ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106
ROOF SKETCH
SEE PAGE 2 FOR ROOF SKETCH
--Sinc- ours,
/O/30/26!6'
Wissam : amani, P.E.
DYNA ECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspector No. 757
750 WEST B4TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM k EC
r �
Page 1 of 2
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Dynatech Engineering Corp.
Page: 2 of 2
Client:
OBENOUR ROOFING & SHEET METAL
Scale:
N.T.S.
Project:
533 GRAND CONCOURSE
MIAMI SHORES, FL 33138
Date:
10-29-2018