RF-17-2708 (2)Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Permit NO. RF-1 1-17-2708
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: APPROVED
I ssue Date: 11/20/2017
Expiration: 05/19/2018
Parcel Number
Applicant
365 NE 93 Street
Miami Shores, FL 33138-
1132060136300
Block: Lot:
ABEER & MOHAMMAD JADALL4
Owner Information
Address
Phone
CeII
ABEER & MOHAMMAD JADALLAH
365 NE 93 Street
MIAMI SHORES FL 33138-2854
Contractor(s)
T&S ROOFING SYSTEMS INC.
Phone
305/265-2654
CeII Phone
Valuation:
$ 22,000.00
Total Sq Feet: 3000
Type of Work: Re Roof
Additional Info: RE -ROOF TILE & FLAT
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
$13.20
$4.50
$3.00
$4.40
$300.00
$9.00
$17.60
$851.70
Pay Date
Invoice #
11/20/2017
11/15/2017
Bond #: 3563
Pay Type
RF-11-17-65652
Credit Card
Credit Card
Amt Paid Amt Due
$ 801.70 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
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 f r all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECFJANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I
construction an. zoning.
i Au
ertify t :t a I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
utherrpore, authorize the above -named contractor to do the work stated.
rized • ' • na u e: Ow - r / A
cant / Contractor / Agent
November 20, 2017
Date
Building Dep : rtment
November 20, 2017
0
Y
1
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
PLUMBING ❑ MECHANICAL
JOB ADDRESS:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
Master Permit
RECEIVED
NOV 15 7017
Bi2 2oU
No. p-r n'Z�S
Sub Permit No.
❑'ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County:
Folio/Parcel#:
6 3 od
Occupancy Type: Load: Construction Type:
OWNER: Name (Fee Simple Titleh_older): 1� r �RI ' t4 d Phone#:
6 ) VCH
City: "\ \ 11/WI 4vi r Q S State: Zip: JYj
Tenant/Lessee Name: Phone#:
Miami Dade
Zip:
Is the Building Historically Designated: Yes NO
Address:
Flood Zone:
Y(A0\0%
BFE: FFE:
Email:
CONTRACTOR: Company NameS
Address: 1 �lQ vv 2 ''
City:
Qualifier Name:
Phone#:
Stage: `+ L- Zip: 31 y 2.
State Certification or Registration #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Phone#:
l
Value of Work for this Permit: $ 71 / OGO
Type of Work: ❑ Additio Alt -ration
Description of Wo
1Z�Qc� 2 Certificate of Competency #:
Square/Linear Footage of Work: J mod'
New ❑ liepair/Replace
I€
❑ Demolition
Specify color of color thru tile: Gold
\I5r1
Submittal Fee $ Permit Fee $ CCF $
Scanning Fee $ Radon Fee $ DBPR $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CO/CC $
Notary $
Double Fee $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $ ON ' 0
4
, Bonding Company's Name (if applicable)
Boriding Company's Address
City State 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 an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
M day
—� �'P/e�
�; who is personally known to
'me or who has pr duced as
identification and who did take an oath.
NOTARY PUBLIC:
, 20
by
Signature
The foreg
CONTRACTOR
ng instrument was acknowledged before me this
,20 17 ,by
day of
CAis� ) 0, who is personally known to.
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign. /� , _� Ign: 1
Print ,� rfnt:-
Seal:
DANIELPEREZ
Notary Public - State ^
Commission = GO
My Comm. Ex ,fires N. . 2020
Seal:
DANIEL PEREZ
Notary Public - State of Florida
Commission : GC 44769
My Comm. Expires Nov 3.2020
as
*******************************,** ***********************************************************************
g11
APPROVED BY
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review
Clerk
Sworn to and subscribed before me this
hores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138 . i J
Re: Owner's Name: AlOe d ('\ d C i I o A
Property Address: VS qRoofing Permit Number:(-L
Dear Building Official'
I \oe eif 4,t\«\[\,certify that I am not required to retrofit the roof to wall connections of m
y
builcing because: U
cfhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
r /L
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned,
t\IN 1)
4 ..... A
1
day of
Notary Public, Sate of Florida at Larg
i N
When the just valuation of the structure for purpose ad valorem tax lion is equal t
SFBC. Then you must provide a building application from a General C
DANIELPEREZ
Notary Public - State of Florida
Commission GG 44769
My Comm. Expires Nov 3, 200
9
or ore than S300,000.00, and the building was not constructed with FBC nor a 1994
ntractor for t e oof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Property Search Application - Miami -Dade County
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-013-6300
Property Address:
365 NE 93 ST
Miami Shores, FL 33138-2854
Owner
MOHAMMAD N JADALLAH &W
ABEER
Mailing Address
365 NE 93 ST
MIAMI SHORES, FL 33138-2854
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
2,449 Sq.Ft
Lot Size
9,287.68 Sq.Ft
Year Built
1967
Assessment Information
Year
2017
2016
2015
Land Value
$278,444
$232,402
$222,901
Building Value
$172,021
$173,441
$174,862
XF Value
$3,968
$4,035
$2,889
Market Value
$454,433
$409,878
$400,652
Assessed Value
$171,880
$168,345
$167,175
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$282,553
$241,533
$233,477
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. Coun y, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
LOT 25 & W22.56FT OF LOT 26
BLK 46
LOT SIZE 72.560 X 128
OR 15586-0612 0792 1
Generated On : 9/13/2017
Taxable Value Information
2017
2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$121,880
$118,345
$117,175
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$146,880
$143,345
$142,175
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$121,880
$118,345
$117,175
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$121,880
$118,345
$117,175
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
07/01/1992
$140,000
15586-0612
Sales which are qualified
06/01/1988
$131,000
13745-1786
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
V1
Low Slope Roof Area (SF) WO
Master Permit No.
Contractor's Name
Job Address
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Process No,
RECEIVED
Ob (•PE --
Low Slope
0 Asphaltic Shingles ,
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
3 ` Mortar/Adhesive Set hies •
1
0 Wood Shingles/Shake% •••�••
•• •
❑ New roof 0 Repair 0 Maintenance ❑ Reroofing • • • •p
ROOF SYSTEM INFORMATION ""•
Steep Sloped Roof AREA (SSF) VICOTotal (SF) M'
▪ •
Section 8 (Roof Plan) • • a'‘
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and oliQrlibw;drains.dndude•d men' 1
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ' • •
>-
m
0
w
INTERNATIONAL CODE COUNCIL
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FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by F.liezer Palacio on Jun 8, 2015 10:32:12 Aht pursuant to License
Agreement. No further reproductions authorized.
1
1
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
1
•
"Delivering Excellence Every Day"
Rcof System Manufacturer:
Rliiarni-Dade County HlfHZ Electronic Roof Permit Form
Section D Tile Roof System
BORAL ROOFING LLC
Notice of Acceptance Number (NOA): I+ I t` I I tv
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P1:
39.1
P 2:
68.1
P 3:
1100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 29-3 _ psf
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
Roof Slope:
Roof Mean Height:
"/12"
115
Method of Tile Attachment:
ft.
-Adhesive, 2 Small Paddy Polyfoam Polypro-
Alternate Method of Tile Attachment per NOA:
Drip Edge Size & Gauge:
Drip Edge Material Type:
-- Select Metal Gauge
:--Galvinized Metal --
Drip Edge Fastener Type: L
Hook Strip/Cleat gauge or weight:
-- Select Hook Strip, --
Deck Type:
--5/8" Plywood —
.-J- •
•
•
Optional Insulation:
•• •
•
• •
•
•
•
• •
.,._. •
• •
Optional Nailable Substrate •••
• •.•
• • •
•• •
•
• •
• . •
• •
•
• • •
• • •
Optional Nailable Substrate Attachment •.;
� •
•
• •
Basesheet Type:
#30 astm type II
Fastener Type for Basesheet Attachment:
j1 1/4 RS NAILS 6" OC AND 12" FIELD
Tile Underlayment (Cap Sheet ) Type:
1TILE SEAL
Tile Underlayment Attachment Method:
SELF ADHERED
Tile Profile:
'BARCELONA 900
RBI MWADE
"Delivering Excellence Every Day"
Miami -Dads: Count; HVHZ Electronic Roof Permit Form
7
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the vnlues for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1:
P 2:
P 3:
39.1
68.1
100.7
xX
x�
o7)U1
.i.In6
- Mg: iOj = Mr1:
- Mg:
=130e31-Mg:
h.l .®A.
1-1 NI
= Mr2:
0(.1v
= Mr3: 6 '. 3.__; <
29..3 i
29.3
'29.3
NOA Mf
NOA Mf
NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127': •• •
•• •
• •
•
•
.•
•
'or Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are groats:ikon or equal to the Fr J'� ,{pr
!ach area of the roof, then the tile attachment method is acceptable. • • • • • • • •
• •
1:
xl:
xl:
x w: =
x w:
x w:
- W:
- W:
- W:
x cos 6:
x cos 6:
x cos 6:
= Fr1:
= Fr2:
= Fr3:
••••
r• ••
•
• ♦
• -•
•
•• •
--
1<
Where to Obtain Information to complete tile calculations
•
♦ •••
•
NOAF'
• •
•
nbA F' •
••• • •
•
it6AF'
••
•
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
r
Mean Roof Height I
H
Job Site
Roof Slope
Aerodynamic Multiplier
6
Job Site
X
Product Approval (NOA)
—
Restoring Moment due to Gravity
; Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
—
Calculated
Required Moment Resistance
Mr
Minimum Attachment Resistance F'
Product Approval (NOA)
Required Uplift Resistance Fr
Calculated
Average Tile Weight W
s y� I = length
Tile Dimensions i w = width
Product Approval (NOA)
Product Approval (NOA)
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
MIAMI-DADE COUNTY
I'R:ODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F. (786) 315-2599
www•.miamidade.2ov/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 tieControl Section
••••••
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve rrgl1t to have this
product or material tested for quality assurance purposes. If this product or material fails to pteforrh in thLvapted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelMoke, modify, or •
suspend the use of such product or material within their jurisdiction. RER reserves the right :o r.eyoke this acc;ptance•
if it is determined by Miami -Dade County Product Control Section that this product or matefi4 kits to rottt rile
requirements of the applicable building code. •
• • •
This product is approved as described herein, and has been designed to comply with the Flotilla $uildingb de •
including the High Velocity Hurricane Zone of the Florida Building Code. •
• • • •' •
. • •
DESCRIPTION: Barcelona 900 Concrete Roof Tile • • ••
••• • ..• . .
• •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tocomplywith any section
of this NOA shall be cause for termination and removal of NOA.
•
•
•
•
• •
•
•
•
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.12-0222.02 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMM•DADE COUNTY
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 1 of 7
•
ROOFING ASSEMBLY APPROVAL
Category:
Sub -Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE
This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC
in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Barcelona 900 Length = 17"
Width = 13
'h" thick
Trim Pieces
Length: varies
Width: varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL
2.2 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Test
Specifications
TAS 112
Type — la
TAS-112
Test Identifier
7161-03
Appendix III
7161-03
Appendix II
P0402
Letter Dated Aug. 1,
1994
P0631-01
Product
. •
Description •
.
High profile, interloolang!one-pjea. n' shaped, • .
high-pressure extruded:bficrete goof tile
•
equipped with three naii holes. For direct des• • • •
or battened nail -on, chanicallZ festeded, •
mortar set or adhesiyg.s applications..
• . . . .
..• .. .•• •
Accessory trim, boob tBttrcelona, concrete
roof pieces for use at hips,7akes,Xidg$s.and
valley terminations u'hanufacturedfor each tile. • • • •
.. . ..• • •
profile. • •
•
•
•
Test Name/Report
Static Uplift Testing
TAS 102 & TAS 102(A)
Wind Tunnel Testing
TAS 108(Nail-On)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Date
Dec. 1991
Dec. 1991.
Sept. 1993
Aug. 1994
July 1994
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 2 of 7
Professional Service Industries, Inc.
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
IC-1320-94
25-7688-3
25-7688-10
25-7688-5
The Center for Applied Engineering, Inc. 25-7688-4
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
American Test Lab of South Florida
3. LIMITATIONS:
520111-3
520191-2-1
Calculations
Evaluation
Calculations
RT0617.03-16
Physical Properties
TAS 112
TAS 101 (Adhesive Set)
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Clips)
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Restoring Moments Due to
Gravity: . • .
TAS 112.
.. .
Feb. 1995
June 1996
July 1996
June 1996
June 1996
Dec. 1998
March 1999
09/01/16
:. QAQ1 /16
•
: • OM729/16
•
•
. •..
3.1 Fire classification is not part of this acceptance. • •• •• • ••
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance yvit ,T.A.S 106 may
required, refer to applicable building code. • • • • •
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarter y test ir:
accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Department of Reg i14ory •
• •
and Economic Development — Product Control Section 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.
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 3 of 7
4. INSTALLATION
4.1 Barcelona 900 Concrete Roof Tile 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)
Width-w (ft)
Barcelona 900
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
Batten Application
A (ft3r)
Direct Deck Application
Barcelona 900
0.286
0.301 • '
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf), .•.
•Tile
Profile
2":12"
3":12"
4":12"
5":12"
6";t2v
""
:7:':i2" or:••
greater "i
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens..nject
.
• dl(iirk
Ba'ttsns:
•
Direot•.
Deck
6.19
7.07
6.19
7.00
6.19
6.90
6.06
6.76
5.92 :
C.670
5.76 •
6.42 •
•
•
..•
•
.
•
...
•
•.•
•
..
' •.
•.•
•
•
•
•••
•
Table 4: Attachment Resistance Expressed as a Moment - Mr (fN Ib)) "'• ' '
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Barcelona 900
2-10d Ring Shank Nails
28.6
41.2
19.4
1-10d Smooth or Screw Shank
Nail
5.1
6.8
2.8
2-10d Smooth or Screw Shank
Nails
6.9
9.2
7.3
1 #8 Screw
20.7
20.7
18.1
2 #8 Screw
43.2
43.2
29.8
1-10d Smooth or Screw Shank
Nail (Field Clip)
23.1
23.1
19.0
1-10d Smooth or Screw Shank
Nail (Eave Clip)
29.3
29.3
24.0
2-10d Smooth or Screw Shank
Nails (Field Clip)
27.6
27.6
38.6
2-10d Smooth or Screw Shank
Nails (Eave Clip)
38.1
38.1
41.8
MIAMIOADE COUNTY
APLIROVED
NDA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 4 of 7
•
Table 5: 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
Barcelona 900
2-10d Ring Shank Nails'
33.1
48.1
45.2
1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/2" from head of tile.
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Adhesive'
29.32 .
1 See manufactures component approval for installation requirements. •••
2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. • •. • • • •
ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddySgrams. • • •
•
•
•
..•
• •
Table 7: Attachment Resistance Expressed as a Moment - Muttlbt)
•for Single Paddy Adhesive Set Systems ' • • • ••
• ••• •.4
Tile
Profile
Tile Application
•Minimum Attecimient••'
• • Resistante
• .•
Barcelona 900
ICP Adhesives Polyset AH-160
. • 66:53'''
•
•
ICP Adhesives Polyset AH-160
••
• • • • 38•.» . •
•
3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. • •
4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set5
24.5
6 See specific mortar manufacturers Notice of Acceptance
MIAMI•DADE COUNTY
.PROYED
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 5 of 7
•••
•
••
� •
•••
•
•
•••
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
•
6. BUILDING PERMIT REQUIREMENTS • • •
• • • •
•
6.1 Application for building permit shall be accompanied by copies of the followi• • • following.: •
6.1.1 This Notice of Acceptance. •
6.1.2 Any other documents required by the Building Official or applicable building code ie order to • •
properly evaluate the installation of this system. • :'.
• • • •
• •••
• • •
•• •• •• •
•
•
irKq-
MIAMI•DADE COUNTY
• • •
• •
• • • •
••
•• •
• • • •
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page6of7
•
PROFILE DRAWING
NAIL HOLES
UNDERLOCK
OVERLOCK
BARCELONA 900 CONCRETE ROOF TILE
EN
M1AMI.DADE COUNTY
AEPRQVED
11
OF THIS ACCEPTANCE
13"
. .
3 5/$ „
• ..
. . .
•
....
. .
. .
..
• . .
• •
• •
• • •
.. •
• •••
• ••
..•
••• •
..
..
•
•
•
• •
• •
• •
•
•
•
• •
• .
NOA No.: 16-0711.01
Expiration Date: 04/26/22
Approval Date: 10/27/16
Page 7 of 7
PsiFAMII,M
Mat
DEPARTIvhENTOF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ICP Adhesives and Sealants, Inc.
12505 NW 44th 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.gov/ecmiomv
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
(Tn 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 as Viler, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nciodif% or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke stills accept:pm„ if it is
determined by Miami -Dade County Product Control Section that this product or material fails ¶Q:Met the•requirements'
of the applicable building code. • •
.... . . •
•
•
This product is approved as described herein, and has been designed to comply with tlfe. F:ar'ida Bkrllirig Cod& • •• • •
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 ahtl'fpllbwing'
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • •
• •
•
.•
•
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
APproval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category:
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 Dimensions Test
Specifications
ICP Adhesives N/A TAS 101
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
Product Description
Two component polyurethane fol$iadhesive•
Dispensing Equipment •
••••
••
Dispensing Equipment • • • •
• •
•••
•.
• • •
•
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA•which list attav1 lent
resistance values with the use of ICP Adhesives Polyset® AH-160 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;1,621
•
ASTMD 1623
ASTM D 2127
ASTM E 96
ASTM.D.2126
Results
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
A.STM85,6... 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 fit,
APPROVED
.10
vs:
•
••
•
•
•
• NOA No.: 17-0322.0 •y=; •r
• • • 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-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-743 8-4,
25-7438-7 . SSTD .11-93 11/02/95
25-7492 `SST1.3 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 Oliva.
. • •
Trinity Engineering 7050.02.96-1 TAS 114 • • ' 03i1,4✓4t•
P36700.04.12 ASTM D 1623 • 04718/12
P39740.02.12 TAS 101 • • 02/•21/12
TAS 123 ••...• .
• •••
Celotex Corp. Testing Services 528454-2-1 TAS 101 • •' • •' 1072 A8
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 03/02/99
520109-2-1
••
• •
.•
•
• •
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
MIAMI.DADE COUNTY
APPROVED
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3of11
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset® AH-160.
2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintaineeltween
1.0-1.15 (A): 1.0 (B). ••
••• • • ••
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser R'1'I 1'C100 or ?CP
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 minute? a t& SCP Adnes v®s
Polyset® AH-160 has been dispensed. •
•
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accopdance:with tl�� •,,; •
'Placement Details' herein. Each generic tile profile requires the specific placement noted hc,cji,n. •
MIAMbDADE 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 e 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 perbead
• ..
••
• • •
,• • • •
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
... grams uncjer pan
LABELING:
• •
• • • •
•
•
•
• •••
• • •• • •
••• •• •
•• •
•
••.•
•
••
••••
•
••••
•
• •
All approved products listed herein shall be labeled and shall bear the imprint or identifiable markipgof the •
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or4he Miami -
Dade County Product Control Seal as shown below. • •• • •• •
•
•• •
•
••
•
••• • • •
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
Paddy il3kaaath. IO
ADHESIVE PLACEMENT DETAIL # 1
Half through. pia.tiE riri:•nt
l: tait•qulrad'r
Iv
wrens optional
Eva Cour+e.
Nail t r'u9h plasm cement
iwh.n required)
}
€ram ltri , n tt , ,rr
Niltht i1g.hpierlicter,.reir
4tibettrequlrttl} r'
MIAMI•DADE COUNTY
APPROVED
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 Pin •
•• • •
•
1. Starting at the eave cours.7a'1Y a minimum 2"
(50.8 mm) x 10" (254 mm)•x 1 ' (25.4 inm) loam
paddy onto the underlayntegp,ptitionertSSIlown
under the pan portion of ttg4i Closest to the•
overlock of the tile being cof...•• • •
•
2. Continue in same manner!Insure apprcr.ii gly 17
(109.7 cm2) — 23 (148.4 c>ti2) square inch adhesive •
contact with the underside of the tile. • •
� •
• •
• •
. •
•
•
•
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
•
ADHESIVE PLACEMENT DETAIL # 2
fv:]i! Ihr ni jh plai'ic. iema�i!
.y In, "a,.,
Dari.irs apt ,naI
E75tiChUtiit.,
Nail thrat}pilplasticcement
in,vh?nregniredl
t _ _ Paddy;Bneaalttil0
MIAMI•DADE COUNTY
APPROVED
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 of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm')
— 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. I�isure•approx• jriiiitt'1, 10"
(64.5 cm2) - 12 (77.4 cm2) sY Pe :rich adhesive ••
contact with the underside of die.tile. •
• •
..•. • •
• •
•
Medium Profile / Double Pan T Tr' '
1.
• • • •
• • • • •
•
•
Starting at the eave course, �i�ly.4 minimum 2t (50.8
mm) x 10" (254 mm) x 1" (25.4 inn) fo4,m paddy
onto the underlayment positioned as sho)f ITder the
pan portion of the tile closest•to'the overlook oithe •
tile being set. Insure approximately 17 (109.:1 cin2) —
23 (148.4 cm') square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
•.
•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
MIAMI.DADE COUNTY
APPROVED tir: th;rj
ADHESIVE PLACEMENT DETAIL # 2,(C:ONTINUED)
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. Ihuit a,l)proxixnate:y 17"
(109.7 cm2) - 19 (122.6 cm2 sappre inch adhesive
contact with the underside of the ti4e. •
....
•
•••• •
.. ..
• •••
• • •
•
••
• •
•
•
• • • •
• •
• •
• • •
•• •
•
... •
.•
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
7
• Fisc(a
ADHESIVE PLACEMENT DETAIL # 3
Nail through plasticcement Paddy (b tweentiies)
{when requiredi ys t
Battens optional r.i
/. 4' Paddy !under tile)
•'. Single paddy
on top of the
ezain.
Single pad
under ti e
Singlepaddy}
an underlayment
2sr4in.
10in`:
A.
2 m.
.-—
-EaveClosure
Flat/Low Profile The
Nail through plastic cement SinglepaddyundertBz
�— � Paddy (betweentiles)
r{
/ Paddy (under
[when required)
Medium Profile Tile
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (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 foarruilt
under the strengthening ri% foef at tile'or under the
pan portion of the tile, closest to the urlderkkk for
the second course tile to be installed. Ensure
approximately 8-9 in2 (51.Wj3.1 cm2) Qf adhesive
contact with the undersidi3 pf th2 tile.
. •...
. . . . .
..• .. ..• •
(Instructions continued on ne;'p& )
•
••
.. . ... •
•
•
•
.
•
•
NOA No.: 17-0322.03.
Expiration Date: 05/10/22
Approval Date: 04/27/17
:Page
•
ADHESIVE PLACEMENT DETAIL # l(CONTINUED)
Nail through plastic c? Sinai? paddy under the
(when required) f
Paddy !between tiFesj
Paddy (under tile(
(;.
f. ;7
Fascia
Weephole
Eavedosure
toin
y," Drip edge_
High ProfileTife
MANMADE COUNTY
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.
• •
•
• • .
• • • • • •
•
•
• • •
• • • • • • • •
• •
• • • • •
• • • •
• • • • •
• • • • • • •
• •
•
• •
• • • •
• • • •
• • • • •
• • •
•• • • • • • • •
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 closure
(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 eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High ProfileTile
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 do` in e.x psing the underside' •
of the tile. Apply a minihfum•1" (25:4 x 10" •.
(254 mm) bead of adhesive airectly on the inner
edge of each side of the mir tile. Leave. •
approximately 3/4" (19'vyglto 1" (21.tl i2ttn)
from the outside edge afhe.tile, inward, free of • •
•foam to allow for expaxmio i, • • •
•
•
4. Turn cover tile over after foadi is appl,W, ud
place onto pan tile coua'.se. i$s ire a rhinimum of
20 (129 cm2) - 25 (161.3•cm2Tsquareineh:
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
•
•
•.•.••
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/cconomv
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 thej fight• o haver 4I�� .• •
product or material tested for quality assurance purposes. If this product or material fails to peffpf ip the vcepied
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately.rseazoke, modif?,•dr•
suspend the use of such product or material within their jurisdiction. RER reserves the right to Isa4oke this acceptance, •
if it is determined by Miami -Dade County Product Control Section that this product or materiajfaMs jo meeiiM:,
requirements of the applicable building code. • • •• •
This product is approved as described herein, and has been designed to comply with the Florida i lling Co$e:
including the High Velocity Hurricane Zone of the Florida Building Code. •
• •
• •
DESCRIPTION: BORAL TileSeal
• •
•
• •
...
•
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
• •
• • •
•. •
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renewer NOA#13-1113.05 and consists of pages 1 through 4.
The submitted documentation was reviewed by Freddy Semino
MANMADE COUNTY
APPROVED
NOA No.: 17-0530.10
Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 1 of 4
•
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS
PRODUCTS DESCRIPTION:
Product
BORAL TileSeal
Dimensions
36" x 36' rolls
36" x 72' rolls
MANUFACTURING LOCATION:
1. Brentwood, NH
EVIDENCE SUBMITTED:
Test Agency
Underwriters Laboratories, Inc.
IRT-Arcon, Inc.
PRI Asphalt Technologies, Inc.
PRI Asphalt Technologies, Inc.
PRI Construction Materials
Technologies, LLC.
Test
Specification
TAS 103
ASTM D 1970
Test Identifier
R14610
02-012
NEI-006-02-01
NEI-008-02-01
NEI-045-02-01
NEI-053-02-01
NEI-076-02-01
NEI-034-02-02
Product
Description
SBS self -adhering asphalt sheet material with a
white glass re -enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
. . .
.. •
.
Test Name/Report • •..' • • Date
Follow up Service •••••• •01128<02.
TAS 103 • 02/'28/02
.
.
• •
•
•
• •
TAS 103 • :64M '02
TAS 114 (H) • • • '07/3i'02 •
ASTM D 4798 & ASTM G 155 08/08/07
ASTM D 4798 & ASTM G 155 05/01/08
TAS 103 / ASTM D4798 02/14/11
ASTM D 1970 01/29/13
NOA No.: 17-0530.10
Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1:
Deck Description:
System E(1):
Base Sheet:
Membrane:
Surfacing:
Wood, non -insulated
15/32" or greater plywood or wood plank
Anchor sheet mechanically fastened deck, membrane adhered.
One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c. the field of the roll.
One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum
6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to
obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical
strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps
without black selvage area shall be sealed under lap using an SBS modified mastic. ' •
•
•
• • .
•
Note: When used in Tile roof systems BORAL TileSeal Underlayment �l;•lj pp back• , ra�ik to
deck with approved annular ring shank nails and tin caps at a maximum, '.4.c. at the sidg laps.
No nails or tin caps shall be exposed. •....
.... •
Approved for Approved Adhesive Set Roof Tile Systems, Mechanically'1' s1 i ed Rof
Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies."
.
• • •
• .
.
••• •
NOA No.: 17-0530.10
Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12". • •
9. BORAL TileSeal underlayment may be used with any approved roof covering Notio t oۥAcceptancelisting
BORAL TileSeal underlayment as a component part of an assembly in the Notice of A.mi2tiance.:>'Af3TORAL
TileSeal underlayment is not listed, a request may be made to the Authority Having Ju Qiaion (MIL) or the
Miami -Dade County Product Control Department for approval provided that appropsiata docuiientaiion is • •
provided to detail compatibility of the products, wind uplift resistance, and fire testing resullst • • ••
•
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose: ygnilig paiiels: ggweep
the deck thoroughly to remove any dust and debris prior to application. •
• •
11. When applying the membrane in the valley, start at the low point and work to the high poitt, robing the membrane •
from the center outward in both directions. For ridge applications, center the membrane:ancl i4411 from the center •
outward in both directions. • • • • • • •• •
.•
•
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special atte•
ntion to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment, and sealed using an SBS modified mastic.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below
MIAMI DADE COUNTY
APPROVED
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 17-0530.10
Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 4 of 4
•
•
Miarni-Dade County 1:11,11-2 Electronic RAfyi Permit Form
Section C Page (Loyd'Slope F(UR ROof Systems)
FJJ:sp,-cific roof gszembfy compon -ants. !fa con pcnen Fr iS not requirec_1; 'insert not a,oplicalifol):,
IRoof System Manfacturcr: GAF Base Sneet(C,
[Pzoduct Approval (NOAd I iLtjtii•W•J
NOA System Type:
7)nd Uplift Pressures, Frorn RAS 128 or Se.aled Calculations:
(P1) Fel;;:l
42.8 I psf
F3) Corners:
(P2) Perimeters:
108
psf
. 71.7
• • .
Maximum Design Pressure From NOA:
-52.5
(P2) Perimeter (a') Size: Tt.
FRoof Slope:
Parapet Walls:
I
E/] No 0 Yes
(P3) Corner Size:
a'
psf
psf •
(x) a'
Roof Mean Height:
12
Parapet wall Height
I
ft.
ft.
5/3" Plywood Deck--
LWIC Manufacturer
Compressive
Strength'
psi
Support Spacing:
Existing Roof (For Recovers Only):
ft. o/c
L
'Fire Barrier:I
Vapor Barrier.
Anchor Sheet:
Anchor Sheet Fastener/Bonding Material:
Insulation Base Layer Size & Thickness:
Insulation Base Layer Fastener / Bonding Material:
Insulation Top Layer Size & Thickness:
Insulation Top Layer Fastener / Bonding Material:
Field:
INumber of Fasteners per Insulation Board:
Perimeted
Corner:
#75 BASn Sti..:L 1
Base Sheet Fastener Bonding 1%.4alrial:].
1 1/4 RS NAILS
I Ply Sheet(S)1
PLY IV (2)
Ply Sheet Fastener/ Bonding Materiaq
ASPHALT TYPE IV .
1
Top Ply Shr.TW.1
-• —
MINERAL SURFACE CAPSHEET
Top Ply Sheet Fastener / Bonding M afe'riai:
. •
ASPHALT T':
Optional Suilfatihr
(P1)Field:
•
• • • •
• •
• • • •
•
• •
•
• •
• • •
111 111 IIA,••
•
Fastener Spacing for Bast' ttactitj • ••
• • • • • • •
• • • • •
•
in. ok L1JRoP. k:16 lin. o/c • •
• • • •
in. o/c Row(s) I
in. o/c Row(s) 4 lin. o/c
(P2) Perimeter:
(P3)Corner:
Lap Spacing
6
4
•
4
6
Wood Nailer Type and Size: j
Wood Nailer Fastener Type and Spacing:1
-- Galvanized Edge Metal --
-- 3" Face 26 Gauge --
I -- SELECT EDGE METAL HOOK STRIP SIZE
--
Edge Metal Attachment:
1 1/4 RS.NAILS
ETPARAPET WALL COPING MATERIAL
• -- SELECT COPING METAL SIZE OR THICKNESS --
1---------S-E-L—Eal CO -PING METAL HOOK STRIP SIZE --
- Parapet Coping Metal Attachrn.ent:
• . . .
__..:
•----- --T....T.--
Reset Forrn
FPrint Form
Parapet Wall Nailable Deck
Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every Day"
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations/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.
-71
so
4 -
4
Concrete wall
Elastomeric sealant tooled
to facilitate water run-off
Optional: compressible
_ = Elastomeric sealant
Metal counterflashing mech.
__attached 8" ofc w/ washer
Seal top of base flashing wf
_ - comptable material
Termination bar mech.
=-=attached 6"ofc
Field plies turned up wall
Base flashing min.
_ - 8" above finished roof
-Top Ply .Interplies
r ' - Balse Sheet
-Roof Deck
• •
• • •
•• •
Parapet wall height!
•
• •
•
• •
ft
•
Roof Mean Heigli4? • ft.
•••• • •••
• • •• • .
••• •. ••• •
Base Flashing.. . •
IRUBERIOD 170 FR••
. . .
•
Surfacing:
Top Ply:
•
•
•
•
•
•
•
•
• •
•
•
•_- •
•
..• •
• •
•
•
MINERAL SURFACE CAPSHEET
Inter Ply Sheet:
PLYIV(2)
Base Sheet:
75 BASE SHEET
Roof Deck Type:
15/8 CDX PLYWOOD
1:d*arl rEeAtck
•
1-2
MMnnpp 4
u'VOSa7'U0'124.00
JDdive fin n Ercelleaue Every DAy"
iViaini.Dade CougylIVIEZEiifedroi o Roof PaintForm •
MI/skate Components Noted and Details as Applicable:
Hod Park.
)Roof Mean Reag]kt:
Meta][:
13X3 GALV 26 GA
Surfacing:
• •
• •••
•• • •
•
•
•
•••• •
• •
• • • • •
• •
•• ••
••
•
• •
• • •
•• •
Top Ply: -- —
JIMINERALSURFACE CAPSHEET
Jnier'plies
PLY IV (2)
Base Sheet:
#75 BASESHEE l Elea( Type: _ _
`5/8 CDXPLYWOOD
•
•
•••
• •
•
•
•
•
•
•
••
• •
• •
•
• •
• • • • • •
• •
••
El Ai I!--5H DE •
11EPAR.T MVENT OF RE,GULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
;GAFF
1 Campus Drive
Parsippany, NS 07054
Mrs ?-DAD r, COUNT'
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miamidadeQ(v/economy
SCOPE:
This NDA 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 protifict o'r •
material fails to perform in the accepted manner, the manufacturer will incur the expense of suchn �tn • • •
and the AHJ may immediately revoke, modify, or suspend the use of such product or material wititjheir •
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dad2nty • •
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 I: uildirig 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 a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
R. l`./
• •
• •
MIAMI•DADE COUNTY
0 ED
T,
NOA No.: 14-1030.01
Expiration Date: 11/04/i
Approval Date: 05/04/17
Page 1 of 11
]RnOFING ;SYSTEM 2A PPRc9 tTAL
Category:
Sub -Category:
Material:
Deck Type:
Maximum Design.
TIRADE NAMES
Product
GAFGLAS® Ply 4
Tri-Ply® Ply 4
GAFGLAS®
FlexPly" 6
GAFGLAS®#75
Base Sheet
Tri-Ply® #75 Base
Sheet
GAFGLAS® #80
Ultima'Base Sheet
GAFGLAS®
Stratavent®
Perforated Venting
Base Sheet
GAFGLAS®
S tratavent® Nail abl e
Venting Base Sheet
Ruberoid® 20
Smooth
Ruberoid® Mop
Smooth
Ruberoid® Mop
Smooth 1.5
Ruberoid® Mop
Plus Smooth
Ruberoid® HW 25
Smooth
Pressure:
Roofing
BUR
Fiberglass
Wood
-97.5 psf.
OF PRODUCTS MANUFACTURED ED OR LABELED BY APPLICANT
TABLE 1
Dirnens ion s
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
Test
Specification
ASTM D2178
ASTM D2178
ASTM D2178
ASTM D4601
ASTM D4601
ASTM D4601
ASTM D4897
ASTM D4897
ASTM D6163
ASTM D6164
ASTM D6164
ASTM D6164.
ASTM D6163
Product
Description
Smooth surfaced asphaltic ply sheet reinforced
with fiberglass mat.
Smooth surfaced asphaltic ply sheet reinforce&
with fiberglass •mat. • . •
Smooth surfaced asphaltic ply sheet ilinforced •
with fiberglass mat.
.
. .
Smooth asphaltic base or base/ply skeet•reinforceed
with fiberglass •mat. • ••
••• ••• ••• •
Smooth asphaltic base or base/ply :lketr;inforced •
with fiberglass mat. •
• • .
Smooth asphaltic base or base/ply suet rainforcec • •
with fiberglass mat. •
•
Smooth surfaced asphaltic perforated venting base
sheet reinforced with fiberglass mat.
Smooth surfaced asphaltic nailable venting base
sheet reinforced with fiberglass mat. Bottom side
surfaced with granules.
SBS polymer -modified asphalt base or
anchor sheet reinforced with a fiberglass mat.
Smooth surfaced mop applied SBS base or
anchor sheet reinforced with a polyester mat.
Smooth surfaced mop applied SBS base or anchor
sheet reinforced with a polyester mat.
Smooth surfaced mop applied SBS base or
anchor sheet reinforced with a polyester mat.
Smooth surfaced torch applied SBS base or anchor
sheet reinforced with a fiberglass mat.
i
(MIAMI•DADE COUNTY)
NGA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
ortv ,,F a7
T 7 .a OF PRODUCTS t i t TI6 MANUFACTUREDLABELED fait I{U C�1_lAs PL_IaCANT`.
TRADE �"IF'`..1`%II,�S Ii_f l`•�I�11F`_ �iPL OR JEt. 1f�_JJ.1.
IIiBLE1
Product
Ruberoid® HW
Smooth
GAFGLAS®
Mineral Surfaced
Cap Sheet
Tri-Ply® BUR
Granule Cap Sheet
•
GAFGLAS®
EnergyCap'
Mineral Surfaced
Cap Sheet
Topcoat' Surface
Seal SB
Topcoat®
Membrane
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
5 or 55 gallons
1, 5 or 55 gallons
Topcoat® MB Plus 5 or 55 gallons
Topcoat® FireOut." 5 or 55 gallons
Fire Barrier Coating
VersaShield®Fire- 12" x 100' rolls
Resistant Roof
Deck Protection
VersaShield® Solo' 42" roll wide, 100
Fire -Resistant Slip ft.
Sheet
Topcoat®
FlexSear
1, 5 gallons or
1 qt. tube
Test
Specification
ASTM D6164
ASTM D3909
ASTM D3909
ASTM D3909
ASTM D 6083
ASTM D6083
Proprietary
Proprietary
Product
D escriptiorr
Smooth surfaced torch applied SBS base or anchor
sheet reinforced with a polyester mat.
Granule surfaced asphaltic cap sheet reinforced
with fiberglass mat.
Granule surfaced asphaltic cap sheet reinforced
with fiberglass mat.
Granule surfaced asphaltic cap sheet reinforced
with fiberglass mat. Cap sheet is factory coated
with TOPCOAT® EnergyCoteT"` Elastomeric • •
Coating. •• • • . •
•• . • •
Solvent -based thermoplastic rubbor•: • • •
sealant designed to protect and restvrc teed roof
surfaces and to increase roof refl4G1Mty. •
.•••
Water -based elastomeric coating • •
.. ••
• •..
•. •
•• •
•
Water based, low VOC primer designed Zo block •
• ••
• . •
•.•
Low VOC, water based fire barrier coating.
asphalt bleed -through.
•
• • • .
• •
..
ASTM D226 Non -asphaltic, fiberglass reinforced underlayment
and/or fire barrier
ASTM D146,
D828, D4869,
D6757
TAS 139
Non -asphaltic, fire resistant fiberglass
underlaymeit
Solvent -based elastomeric sealant.
(MIAM!•DADE COUNTY) )
_
NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
?nap all
APPROVED .[lySlllLA II IIONS
Product Name
EnergyGuardT" Polyiso
Insulation
EnergyGuardT" Tapered
Polyiso Insulation
EnergyGuardTM Ultra Polyiso
Insulation
EnergyGuardT"' RA Polyiso
Insulation
EnergyGuardTM RA Composite
Polyiso Insulation
EnergyGuardT` RH Polyiso
Insulation
EnergyGuardT" RH Tapered
Polyiso Insulation
EnergyGuardTM RN Polyiso
Insulation
EnergyGuardTM Perlite Roof
Insulation
EnergyGUardTM Perlite Recover
Board
Securock® Gypsum -Fiber Roof
Board
Securock® Glass -Mat Roof
Board
Strnctodele High Density Fiber High density fiberboard
Board Roof Insulation
DensDeck® Prime Roof Board Gypsum board
1 is I;�LE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Glass -faced polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with high
density fiberboard or perrnalite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board
Perlite recover board
Gypsum board
Glass faced gypsum board
DensDeck® Roof Board Gypsum board
RManufactu r'er
(With Current NOA)
GAF •
GAF
GAF
GAF
GAF
. .
.
dliF•
J •
.
•
.
.
...
. • .
trAF'� ..
•
• •
. • •
. •
AF+.••
.. •
•
•
••
GAF
United States Gypsum Corp.
United States Gypsum Corp.
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum LLC
M1AMWAD ECOUN i
NOA No.: 14-1030.0i
Expiration Date: 11/04/18
Approval Date: 05/04/17
n op.. 4 of 31
APPROVED fSiEE
_v e
Fastener
Number
Product
Name
n,
1. Drill-Tec #12 Fastener
2. Drill -Tee #14 Fastener
3. Drill-Tec'" ASAP 3S
4. Drill-Tec"' 3" Steel Plate
5.
Drill -Tee 3" Standard Steel
Plate
6. Drill-TeC'3' AccuTrac®Flat
Plate
7. Drill-Tec AccuTrac®
Recessed Plate
8. Drill-Tec 3 in. Ribbed
Galvalume Plate (Flat)
TABLE 3
Product
Descriiotion
Phillips head, modified
buttress thread, pinch point,
carbon steel fastener for use
in steel or wood decks. With
CR-10 coating. Available
with a pinch point or drill
point.
Truss head, self -drilling,
pinch point, high thread
fastener for use in steel, wood
or concrete decks.
Drill-TecT" #12 Fastener with
Drill -Tee 3" Standard Steel
Plate.
Round Galvalume® steel
stress plate with reinforcing
ribs and recessed for use with
Drill-Tec'"` fasteners.
Galvalume® coated steel
stress plate for use with
approved Drill-TecTe
fasteners.
A2-SS aluminized steel plate
for use with Drill -Tee
fasteners.
Galvalume® steel plate with
recess for use with Drill-
TecTM fasteners.
Round Galvalume® plated
steel stress plate with
reinforcing ribs for use with
Drill -Tee fasteners.
Dimensions
#12 x 8" max.
length, #3
Phillips head.
#14x 16"
max. length,
#3 Phillips
head.
See
components
3" Round
3" Round
3" square;
.017" thick
3" square;
.017" thick
3" Round
Manufacturer
With. Current NQ'A
GAF
GAF
• • •
•
..•• •
• ...RAF
• •
.• .•
• • .
•
•
• CAF •
•
• •..
• • •
•• •
•
• .
•• •
GAF
GAF
GAF
••• •
•.
.•
IAME•DADE COUNTY
—�iMorM
JJ
NGA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 5 of 31
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research Corp.
UL LLC
PRI Construction Materials
Technologies, LLC
Test Identifier
3014547
3029832
3033135
3034312
3036980
3038278
3040738
3041769
3042887
3042905
3046081
3047636
ODOA8.AM
OD 1A8.AM
0Y9Q5.AM
1B9A8.AM
2B8A4.AM
3B9Q1.AM
3D4Q2.AM
797-03221-267
797-03 825-267
797-10228-267
R1306
GAF-012-02-02
GAF-020-02-01
GAF-082-02-01
GAF-084-02-01
GAF-122-02-01
GAF-270-02-02
GAF-276-02-01Rev
GAF-276-02-02
GAF-306-02-01
GAF-314-02-01
GAF-315-02-01
GAF-369-02-01
GAF-417-02-01
GAF-464-02-01
GAF-464-02-01
GAF-499-02-01
GAF-500-02-01
GAF-549-02-01
GAF-549-02-02
GAF-559-02-01
Description
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
4470
UL 790
ASTM D4977
ASTM D4977
ASTM D6083
ASTM D6083
TAS 139
ASTM D226
ASTM D6083
ASTM D226
ASTM B96
ASTM D2178
ASTM D2178
ASTM C1289
ASTM C1289
ASTM C1289
ASTM C1289
ASTM D6083
ASTM D6083
TAS 114
TAS 114
TAS 117(B)
• • •
.. •
Date
05/22/03
05/11/07
11/24/08
04/09/09
08/14/09
11/18/11
11/16/10
05/26/11
11/14/11
01/10/12
02/13/13
08/08/13
07/0; /99
• 07/21M4• • •
04/01/98 •
• 09/04/97
07/02/97•
01/0/A8• •
05/30/.97•. •
. • • • . • 09/2"7/4V•
07/21/08.
• 01/2/W.:.
• • • •
• •
••••
. • •
• • • • : 04/04/6 :
• •.
11/06/01
02/01/02
05/07/06
05/09/06
05/07/06
11/15/10
12/16/10
11/15/10
07/07/11
08/23/11
08/23/11
10/22/12
05/28/13
10/22/12
02/06/14
03/12/14
03/12/14
08/08/14
08/08/14
09/30/14
((MIAMI-DADE COUNTY
NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Pa2e6of31
EVIDENCE SUI M1)I T C� :
Test Aeency
?RI Construction Materials
Technologies, LLC
IRT of S. Fl.
Trinity I ERD
Atlantic & Caribbean Roof
Consultants, LLC
((CONTINUED)
Test I perttffier
GAF-559-02-04
GAF-559-02-05
GAF-559-02-06
GAF-559-02-07
GAF-559-02-08
GAF-559-02-09
GAF-559-02-11
GAF-559-02-12
GAF-559-02-13
GAF-559-02-14
GAF-559-02-15
GAF-559-02-16
GAF-559-02-18
GAF-559-02-19
02-005
02-014
C8500SC.11.07
G30250.02.10-3-R2
G31360.03.10
G33470.01.11
G34140.04.11-2
G34140.04.11-4-R2
G34140.04.1.1-5-R3
G36780.07.11-R1
G40630.01.14-1
G40630.01.14-2A
G40630.01.14-2A-1-R1
G43610.01.14
G6850.08.07-1
SC6870.08.14-R1
11-053
II eserliGtioo
ASTM D 1876
ASTM D 1876
TAS 114(H)
ASTM D 903
ASTM D 903
ASTM D 903
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 117
ASTM D3909
ASTM D6164
ASTM D6164
ASTM D6163
ASTM D6401
ASTM D4897
4470-TAS 114
ASTM D6163
ASTM D6164
ASTM D6164
ASTM D3909
ASTM D3909
ASTM D3909
TAS 114
• •
• • • •
•
•• •
•
•
••
• Date
10/01/14
10/15/14
10/02/14
10/02/14
10/02/14
10/02/14
10/14/14-
10/14/14
10/15/14
10/15/14
10/15/14
10/15/14
10/11/.4.:.
• 04/16/15
• • •
. 01/1 a/02
03/22/02'
•••• • •
11 /3 C/07
• 06/03125
• 03/31/Md
•
• • :11/16/11 •
• 04/257rr •••
06/04u1•5 •
06/04/15 • •
07/18/11
01/06/14
01/07/14
04/10/14
01/22/14
08/13/07
09/04/14
•
• •
••
08/12/11
( (MIAMI•DADE COON
NOA 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
Fire Barrier :
(optional)
Anchor sheet:
Fastening
Option #1:
Fastening
Option #2:
Fastening
Option #3:
Fastening
Option #4:
Fastening
Option #5:
Ply Sheet:
1 [embra;te Type:
Deck Type 11:
Deck Description:
System Type E(3):
BUR
Wood, Non Insulated
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.
Anchor sheet mechanically attached to roof deck.
All General and_ System Limitations shall apply.
TOPCOAT FireOuf Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or
VersaShield° Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation
instructions.
GAFGLAS® #75 Base Sheet, Tri-Ply° #75 Base Sheet, Ruberoid° 20 Smooth or
GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below.
Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/4 . •;.
diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheetside lapsand 8
•• • • •
in. o.c. in the field of the sheet in two staggered rows.
•
(Maximum Design Pressure: —45 psf See General Limitation #7) •
Miarni-Dade County Approved rein. 12 ga. annular ring shank nails arid'rh4n. 1-5/8:iir• •: •
diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6
in. o.c. in the field of the sheet in two staggered rows. • • •• • •
••• •• •• •
(Maximum Design Pressure:—52.5psf See General Limitation #7) •
• • •
Drill-TecTm #14 Fasteners and Drill -Teo" 3 in. Standard Steel Plates, trill-feCTM
AccuTrac° Flat Plates or Drill -Teo' 3 in. Ribbed Galvalume Plate (Fre space . l6
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)
Drill-TecT"` #14 Fasteners and Drill -Teo' 3 in. Standard Steel Plates, Drill -Tee'
AccuTrac® Flat Plates or Drill-TecT°' 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)
Drill-TecT' #14 Fasteners and Drill -Teo" 3 in. Standard Steel Plates, Drill -Teo'
AccuTrac® Flat Plates or Drill -Teo' 3 in. Ribbed Galvalume Plate (Flat) 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
three staggered rows.
(Maximum .Design Pressure:—97.5psf. See General Limitation #7)
When optional cap sheet is present:
Two or more plies of GAFGLAS® Ply 4, Tri-Ply'® Ply 4, GAFGLAS® Flex Ply 6 adhered
in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's
installation instructions.
When optional cap sheet is not present:
Three or more plies of GAFGLAS° Ply 4, Tri-P1y® Ply 4, GAFGLAS® Flex Ply 6
adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per
manufacturer's installation instructions.
MiAM9•DADE COUNTY)
N O A No.: 14 -10 3 0.01
Expiration Date: 11/04/18
i nn rnvap UTIntp! (DSI414I17
Cap Shee9:
,ct
SzrFscatFSlg:
2,
(Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri Ply° BUR Granule Cap Sheet
or GAFGLAS EnergyCapt Mineral Surfaced Cap Sheet adhered in a full mopping of hot
asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instr ctions.
Optional on granular surfaced membranes; required For smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions.. All coatings :must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
Topcoat° Membrane or Topcoat° Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat° 1vIB Plus applied at 0.5 to 0.75 gal.Isq.(to be used as a primer) followed by
Topcoat° Membrane applied at 0.5 to 0.75 gal./sq.
3. Fiber Aluminum Roof Coating.
Maximum Design
Pressure:
See Fastening Above.
. .
. . .
.. .
. •
....
. .
.
. • •
.
•
. •
•
• • • •
• • •
•• •
.
. •
• . • •• . • •
• •
• • •
.. •
• •
•.• . • •
(MIAMI•DADE COUNTY) \)
NOA No.: 't 4_1030.01
E xpj ation Date: g1/04/18
Approval Date: 05/04_/17
WOOD DECK SYSTEM LIMITATIONS:
ONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLASi° Flex P1yTM 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum'/a" DensDeck' Roof Board or %a" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITA T IONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed .ell foam insuiatir_i%•
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 tj azvs, onl jai' • • •
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Becialling of the • • •
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventjlatioii.. Asph:Lt..;. •
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached syssernl shall re .. • •
limited to a maximum design pressure of -45 psf. ••c • • ••
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') val .21S 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 minitSitrr ; • •
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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within
this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation 47 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 TIES ACCEPTANCE
ANCE
r(MIAMI•DADE COUNTY))
IIA, t ,7 \II
NOA No.: 14-1030.01
Expiration Date: 11/04/18
Approval Date: 05/04/17
r •
10/25/2017
TGFU.R1306 - Roofing Systems
':b i4i€,9f<OERTiF€G.4.710 14 ; �tsFirrORV
Page Bottom
See General Information for Roofing Systems
GAF
1 CAMPUS DR
PARSIPPANY, NJ 07054 USA
Roar! cl Systems.
6ROI;fing Systems
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 UItimaTM 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® DuraGuardT" 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 pints in the
gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® r 8rliT"
Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the rgof s' tgm, it Must be placed
below the overlayment board. 1/4-in. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK® Glass-Mal,Roof•3oard" ••
(Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any glLCA,siified iritul*eitr except
polystyrene. • • •
•
Multiple plies of Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra-Flgxibl•P1y 6" m:y In Nhered to •
Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGusndi"L Roofboard" in hot roofing • • • •
asphalt. • • • • • •
.••••. . •.••.••
"GAFGLAS® FIexPIyT" 6 5L" and "GAFGLAS® FIexPIyT" 6" may be used interchangeably in any roof covering system ITsted below. •
•••
•
"EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardT"" in any applicable Classification. •• • •• • •
• •
"GAFGLAS® Stratavent® Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot.roofyne•asphali over
noncombustible decks and as a recover over existing roof systems. • • • • • • • ••
• •
'EnergyGuardTM Perlite Insulation" may be utilized as a cover board over "EnergyGuardT"" 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 include insulation.
Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation
instructions (excluding "LRF Adhesive 0") in any applicable Non -Combustible Roof Deck Classifications.
"EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardT"" in any applicable Classification.
"EnergyGuardT" Ultra Tapered" is an acceptable alternate to "EnergyGuardT" Ultra" in any applicable Classification.
"EnergyGuardT" NH Tapered" is an acceptable alternate to "EnergyGuardT" NH" in any applicable Classification.
"EnergyGuardT" NH Ultra Tapered" is an acceptable alternate to "EnergyGuardT" NH Ultra" in any applicable Classification.
"EnergyGuardT" Barrier Tapered" is an acceptable alternate to "EnergyGuardT" Barrier".
"EnergyGuardT" NH Barrier Tapered" is an acceptable alternate to 'EnergyGuardTM NH Barrier".
Minimum 1-in. thick "EnergyGuardT" Barrier" is an acceptable alternate to "EnergyGuardT" Ultra" in any applicable Classification.
Minimum 1-in. thick "EnergyGuardTM NH Barrier" is an acceptable alternate to 'EnergyGuardTM NH Ultra" in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet")
is a suitable alternate for Type G1 asphalt glass fiber ply sheet ('GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply®
Ultra -Flexible Ply 6") in the Class A, B 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 UltimaTM
Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet
^--<__.1/dq
10/25/2.017 TGFU.R1306 - Roofing Systems
("GAFGLAS® Ply 4" or "Tri-Ply® PIy 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 alternate 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 UItimaTM 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 anyapgo sable
Classification. •
•
Class A
1. Deck: C-15/32 Incline: 3
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• • • •
•
•
••
• •
• • • •
•
• •••
• • • • •
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC' eMIDeck® Rd'oTboatd" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick Uniteel•6teti s 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 err parliie/polyisocyanurate
composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thicftiess.' • • • •
PIy Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® UTtta-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 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: — 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..
PIy Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible
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® EnergyCapT"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
3. Deck: NC Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® 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, 2-in. maximum.
PIy Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-PIy® 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® EnergyCapT"
Min.eral:Su.r..fa.oed Cap Sheet", fully adhered with hot roofing asphalt.
3
4. Deck: C-15/32 Incline: 1
SITpVSheet (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-Ply® #75. E3ase Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet"
or "GAFGLAS® Stratavent® Nailabie Venting Base Sheet", mechanically fastened.
1 %'/25/231. TGFU.R1306 - Roofing Systems
• '/ s
c%''ry'Sheet: - One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or GAFGLAS® Flex Ply 6" or "Tri-PIy® Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt.
Cap Sheet:.— Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap"'^
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
Coating (Optional): "United CoatingsT" TOPCOAT® EnergyCoteTM Roof Coating" or "TOPCOAT® MB Plus Coating" or "United
Coatingsm` Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2.
5, Deck: NC Incline: 3
Base Sheet: — One ply 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 "GAFGLAS®
Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully
adhered with hot roofing asphalt.
PIy Sheet: — One 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 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.
6. Deck: C-15/32 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® 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: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or
perlite/urethane composite or phenolic, 1-in. minimum (offset a minimum of 6-in. from plywood deck joints).
Base Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-PIy® Ply 4" or "GAFGLAS® PIy Flex 6" or "Tri-PIy® Ultra -Flexible
Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or "GAFGLAS® #80 Ultima'm Base Sheet" or Type G3
"GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing
asphalt.
Membrane: — One or more plies "RUBEROID® Torch Smooth" or "Tri-Ply® APP Smooth" or "RUBEROID® Torch Granule"+or
"RUBEROID® Torch 180" or "Tri-PIy® APP Granule", torch applied or "RUBEROID® Mop Smooth" or "LUBEF;OID® 14051iiooth 1.5444•••
"RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRF" or "Tri-PIy® SBS Sranele•fully a 1hereci with hot ••
roofing asphalt.
•• • •
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet'•d :"GAFGLAS® EnergyCae
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • •
7. Deck: C-15/32 Incline: 2
• • • •
• •
•
• • •
• • • • •
• •
Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "aensDeck® Roofboard" or
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick Unifet States Gypsum Co. •
®
"SECUROCKRoof 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 comPDsite car Pheno 'an; thickness.
Base Sheet: — Two or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Shee!" oreG:4FGLASA
Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet"
"GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or Type 4(.1:13
"GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing
asphalt.
PIy Sheet (Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Ply Flex 6" or "Tri-Ply®
Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt.
Membrane: — One or more plies "RUBEROID® Torch Smooth" or "Tri-Ply® APP Smooth" or "RUBEROID® Torch Granule" or
"RUBEROID® Torch 180" or "Tri-PIy® APP Granule", torch applied or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or
"RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRF" or "Tri-Ply® SBS Granule" 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.
8. 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® 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): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness.
Base Sheet: — One or more plies 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
"GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically
fastened or fully adhered with hot roofing asphalt.
PIy Sheet: — One 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 hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet", fully adhered with hot roofing
asphalt. •
Coating: — "United Coatings'1 FireShield MB Roof Coating" applied at a rate of 2-1/2.to 3-gal./100-ft.2. •
9. Deck: C-15/32 Incline: 1
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 compositeor phenolic, any thickness.
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2.
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be ren fled in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system). • .
.. .
4. Exposed Ceiling: Exposed, open beam ceilings are where the undetsld0rthe rood decking
ca be iewed from below. The owner may wish to maintain the architectural app2drn&Sc'es, therefore,
roofing nail penetration of the underside of the decking may not be acceptable. ThisYrNkles the eitlbtbf
maintaining the appearance.
••
• .• •
•
. .
....
• • .
••• •
•
S. %/`-7 Overflow scuppers (wall outlets): It is required that rainwater flows dff seat the rizitig.
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension.maxbLock this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary tositstall overfM .
scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. • •
Owner/Agent's Signature Date Contor Signature Date
Jl%•J
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
tam! =:s hores illage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
{ /
RE: Permit # Q — it - I —I'2-% O DATE:
INSPECTION AFFIDAVIT
(Print name and drele license Type)
License #: C CC 132.
On or about
licensed as a (n) Contractor / Engineer/ Architect,
FS 468 Building Inspector
, I did personally inspect the roof deck nailing
,kk (Date & time)
work at a l' E- Q_ .. +'�f'f I'l t � �- (r 'k1 L'' I2. ' � )
(Complete Joh Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 663.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she Is the contractor for the above property
mentioned.
Sworn to and subscribed before me this . day of
Notary Public, Sate of Florida at Large
'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an Inspection. include photographs of each plane of the roof watt
permlt # and address di clearly shown marked on the deck br each inspection
no,aoell AA r7lanMntairn1 »nnn