RF-13-0949Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 195821
Scheduled Inspection Date: July 25, 2013
Inspector: Rodriguez, Jorge
Owner: PERATICOS, VICKY
Job Address: 672 NE 98 Street
Miami Shores, FL 33138-
Project: <NONE>
Permit Number: RF -5 -13 -949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number (305)439 -0062
Parcel Number 1132060171780
Contractor: ISAACS ROOFING & INSULATION CORP Phone: (305)234 -5234
comments
RE ROOF FLAT AND TILE ROOF
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP- 195722. CREATED AS
REINSPECTION FOR INSP- 195636. CREATED AS REINSPECTION FOR
INSP- 195572. CREATED AS REINSPECTION FOR INSP- 190689. No
permit no ladder
Failed ❑ NEED A SECOND LADDER TO CHECK LOWER slope ROOF 7/22/13
7/23/13
Correction
Needed ❑ �/®� %�� e--AAi/0,5
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
July 25, 2013 For Inspections please call: (305)762 -4949 Page 33 of 33
0
F.I.E.
FLORIDA INTERNATIONAL ENGINEERING
&TESTING LAB
INSIGHT - INNOVATION - INTEGRATION
Owner's Name:
Job Address: I
Roofing Contractor:
Permit Number: Ir
Approximate Roof Height: _J_I_feet
Type of Access to Roof: Ladc
Florida International Engineering and Testing Lab LLC
16701 SW 117 Avenue, Miami, FL 33177
Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997
Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273
SITE SPECIFIC INFORMATION
3, (® tom ft,
OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G. 10 x Shim o Instrument
Date Installed: '-tt- Date of Inspection: WWI 3
------------------ - - - - -- - -- -- �-------------------------------------- - - - - --
�� fig- 3 -- TEST RESULTS- - - - - --
P= PASS, F= FAIL
--------------- - - - - -- ------------------- a -------------------- !7-----------------------------------------------------
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
ADDITIONAL TEST INFORMATION
Perimeter Width: ft
Area
Units or ft2
No. of Tests
Perimeter
'a 000
Field
po
Corners
Hips &Ridges
b
RESPECTFULLY SUBMITTED BY:
Vinayagar M. Balakrishnan V� j
State of )Florida Lic # 63107
FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB,LLC
Job Address: awe1
Contractor: ..1.,�',�►t3�C� ®F (�.sG
Other: P'-S
Sketch of Roof
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. I I TAX FOLIO NO,
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided In this Notice of Commencement.
1. Legal description of prop" and
2. Description of
3. Owner(s) name and address: pa e-
Interest in property, —
Name and address of fee simple titleholder:
4. Contractor's name, address and pliqnik n
W-1
CFN 2013RO370522
OR Bk 28623 Ps 4164f Ups)
RECORDED 0511012013 09:42:44
HARVEY RUVINP CLERK OF COURT
MIAMI-DADE COUNTYP FLORIDA
LAST PAGE
EW
Space above reserved for use Of recording Office
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement:
(ft expimbon date ts I year Imm the date of recwdaV uNem a diff1=4 data Is Spedried)
COUNTY OF MIAMI-DADE
The foregoing )nsjrurnqV_I was a9knowledged before me this day i
❑ Individually, or I U as I —
0 Personally known, or J produced the following type of)1eniffication: -
Signature of Notary Publfc:
Print Name:
(SEAQ_
VEfilIFICATION PURSUANT TO SECTION 92.5M. FLORIDASTAIUM
Under penalties oLnerjury, I declare that I have read the foregoing and
that the faots stWedlin it are trua. Io the best of my knowledge and belief.
Signatu . Of ner( Authorized Officer/Director/Parinerl
By tit By Ve
92, C14a PAW j 3 io
?5po pya I N01
4�
Da
o My
of Florida
jEEIM21
H5
From:
05/1012013 13:22 #848 P.001 /002
,a►coRV` CERTIFICATE OF LIABILITY INSURANCE
1
D05/1=0D 3
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. N SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsemen s .
PRODUCER
Bouchard Insurance for WBS
P.O.Box 6090
Clearwater, FL 33758 -6090
E:CT
866 293 -3800 ext 623 ¢ No:
•MAIL
DWRIERM AFFORDING COVERAGE
NAIC d
INSURSRA: American Zurich Insurance Company
40142
INSURED
Workforce Business Services, Inc Alt. Emp: Isaacs Roofing & Insulation
Corporation
INSURERS:
INSURER C:
COMMERCIAL GENERAL LIABILITY
CLAIMS-MADE FJ OCCUR
1401 Manatee Ave. West Ste SW
INSURER D
msuRERE:
MED Exp one
Bradenton, FL 34205 -6708
INSURER R *
::d
GOVERAGES CERTIFICATE NUMBER! 12FL079RS1527B REVISION NUMBER!
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
T�OF INSURANCE
POLICY NUMBER
PO EFF
CY DITInm,
LIMITS
GENERAL. LUMUTY
EACH OCCURRENCE
$
§
COMMERCIAL GENERAL LIABILITY
CLAIMS-MADE FJ OCCUR
MED Exp one
$
PERSONAL & ADV INJURY
$
GENERALAGGREGATE
$
MEWL AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMPIOP AGG
S
S
POLICY LOC
AUTOMOBILE LIABILITY
MEW K= L*ArT
ANY AUTO
BODILY INJURY (Per pennon)
$
AUTOS L OWNED SCHEDULED
BODILY INJURY (Per acddeM)
$
HIRED AUTOS ANON-OWNED
UTOS
PERTYOMMGE
$
S
U618RELLA LAB
OCCUR
EACH OCCURRENCE
$
AGGREGATE
S
ExCE81 LIAB
DED RETENTION
$
A
WORIGIRS COMPENSATION
AND EYPLOYERB` LIABILITY YIN
ANY PRO PRIETORiPARTNER/DCECUTIVE 0
0 EXCLUDED?
iMandaWry inNH)
I yes. descibe under
DEWMPTION OF QMWAIMM below
NIA
WC 90-00. 818-02
12/31/2012
12!31/2013
X wC STATU TH-
E.L. EACH ACCIDENT
$ 1,000,000
EJ.. DISEASE - EA EMPLOYEE
S 110001000
E.L. DISEASE -POLICY LIMIT
$ 1.000,000
Location Coverage Period:
12/31/2012
1213112013
Client# 053904
DESCRIPTION OF OPERAInONB I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N own spans to mcgulted)
Coverage Is provided for Isaacs Roofing & Insulation Corporaton
only those ernplollees 17225 S. Dixie Hwy Suite 200
leased to but not Palmetto Bay, FL 33157
Subcontrectors Of.
Endorsements: Waiver of Subrogation
Miami Shores Milage
10050 NE 2nd Ave
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESIE ATM
i
®1988 -2010 ACORD
rlohts rasarved
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FIRST -CLASS
U-S. POSTAGE
PAIDn
I, PL
PERMIT NO. 231
593608 —� t MIN W NUT A BILL — DO NOT PAY
' RENEWAL
& INSULATION COR200STATE L IN25556 619262 -9
33157 PALMETTONBAY
OVTAACS ROOFING &
INSULATION CORD
CC TY BUILDING CONTRACTOR WORKER /S
BUM= TAX ff
mm wr Pmw a
Haut TO v10ull MY
to►omt°gPo� OF um
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DO NOT FORWARD
POW OR
ISAACS ROOFING & INSULATION CORP
ISAIAS DEL SOL
van
PRES
PO BOX 973135
MIAMI FL 33197
: pAYiIB►TR�EIYBD
I�ONTTTAX
08/17/2012
60030000070
1
000045.00 rtt��,
t,, st, ���s�, t�t,► iu�lt ►trt�e►��s,s�,s,f�,sl,r,�,,,�6
SEE OTHER SWE
Permit Type: BUILDING
w ei
"47-IF-1-7 -
ME
10 i
V
BY0 ®_
FBC ;0 94:�
Permit No. F i �
Master Permit No
i i MM
Folio/Parcelt
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): I Phone#: � 9-C3 6 U � !► Cr„
Address:
City: State: Zip:
Tenant4Assee Name:
Email:
CONTRACTOR: Company Name: c_s
Addrest_ [®IZZS !� . 75
city: r t t QA-,Lj _State:
Qualifier Name: _41 Ali tl� 'IA -bez -
State Certification or Registration Certificate of Competency #:
Contact Phone#: ° 2-3 4 ° S 2-3 Ll Email Address:
DESIGNER: Architect/Engineer. Phone#:
Value of Work for this Permit: $ :300 ®� Square/Linear Zpair/Replace e of Work:
Type of Work: DAddition ®Alteration ❑New ODemolition
Description of Work: r-- °-e,;>0 r- T" `C a ® ( K; � Irm J "L�m o
Submittal Fee $ Permit Fee
Scanning Fee $
Radon Fee $
CCF $ CO /CC $
DBPR $ Bond $
Notary $ TrahringlRducation Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding 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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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
EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF CO NCEMENT."
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 whiy# occurs seven {7) days after the building permit is issued In the absence of such posted notice, the
inspection wit n be appr ed and a r . spection fee will be charged
Signature Signature
Owner or Agent
The foregoin instrument was act ow adg before me this)
day of 0 , 20, by ° iCGs ,
who is personally known to me or who s produced
Notary Public State of Florida
Daniel Perez
Y-,� My Commission EE123821
Expires 08/21 12015
My Commission
Contractor
The f =pemoauy nt was acknow 4gedl bef me this
day '20 by
►�
who n tome or who has produced
APPROVED BY ZZ �Y- Plans Examiner Zoning
too- I
Structural Review Clerk
(Revised 3/1=012XItevised 07/10/07)(ReAsed 06/to2MXRevised 3115109)
CTID
" MAY
I
Miami shores V
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: .P °
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: tyic Icy
Propert Address �?
fin Permit Number. —1 3 — `1`I
Dear Building Official:
I a A-x certify that I am not required to retrofit the roof to wall connections of my
buildin ecause:
he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
a The buil ' g was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 dl ' n of the South Florida Building Code (1994 SFB
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom, depo s and says that he /she is the owner for the above property mentioned.
Swom to and subscribed before me this day�of 112n 1 ae
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purse of ad valorem taxation is equal to or more fi& Ot bLj ding vMs not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to wal o ft—i6dcad Mlug n.
Revised on 5/21/2009 'tiff III 1110
Y .'€
r
Property Information:
Folio
11- 3206- 017 -1780
Previous
Property Address
672 NE 98 ST
2012
Owner Name(s)
VICKY PERATICOS
Mailing Address
672 NE 98 ST
MIAMI SHORES FL
33138-2472
County
Primary Zone
1000 SGL FAMILY - 2101 -2300 SO
$0/$620,619
Use Code
0001 RESIDENTIAL -SINGLE FAMILY
$0/$675,753
Beds /Baths /Half
3/2/1
Floors
1
Regional
Living Units
1
$0/$620,619
Adj. Sq. Footage
3,262
Lot Size
29,510 SQ FT
OR Book -Page
Year Built
1938
$1,190,000
Legal Description
MIAMI SHORES SEC 4 AMD PB 15 -14
LOTS 1 TO 4 INC & E1/2 LOT 5
BLK 101
LOT SIZE 227.000 X 130
OR 12222 - 2962 -69 0784 1
CDC 23177 -3727 03 2005 1
7/1984
Assessment Information:
12222 -2962
Sales which are qualified
Current Previous
Year
2012
2011
Land Value
$422,692
$367,558
Building Value
$253,061
$253,061
Market Value
$675,753
$620,619
Assessed Value
$675,753
$620,619
Exemption Information:
Current Previous
Year
2012
2011
Homestead
$0
$0
2nd Homestead
$0
$0
Senior
$0
$0
Veteran Disability
$0
$0
Civilian Disability
$0
$0
Widow(er)
$0
$0
Disclaimer:
Page 1 of 1
MIAMI -DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Carlos Lopez- Cantera
Property Appraiser
3". Aerial Photography 2012
Taxable Value Information:
Current
Previous
Year
2012
2011
Exemption/Taxable
Exemption/Taxable
County
$0/$675,753
$0/$620,619
School Board
$0/$675,753
$0/$620,619
City
$0/$675,753
$0/$620,619
Regional
$0/$675,753
$0/$620,619
Sale Information:
Date
Amount
OR Book -Page
Qualification Code
3/2005
$1,190,000
23177 -3727
Sales which are qualified
7/1984
$212,500
12222 -2962
Sales which are qualified
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information
and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its
interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The
Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause
of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full
disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov
GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Tue May 7 2013
http: / /gisweb. miamidade. gov /PropertySearch /printMap.htm 5/7/2013
F
�` :P '
Property Information:
Folio
11- 3206- 017 -1780
Previous
Property Address
672 NE 98 ST
2012
Owner Name(s)
VICKY PERATICOS
Mailing Address
672 NE 98 ST
MIAMI SHORES FL
33138 -2472
County
Primary Zone
1000 SGL FAMILY - 2101 -2300 SQ
$0/$620,619
Use Code
0001 RESIDENTIAL -SINGLE FAMILY
$0/$675,753
Beds /Baths /Half
3/2/1
Floors
1
Regional
Living Units
1
$0/$620,619
Adj. Sq. Footage
3,262
Lot Size
29,510 SQ Fr
OR Book -Page
Year Built
1938
$1,190,000
Legal Description
MIAMI SHORES SEC 4 AMD PB 15 -14
LOTS 1 TO 4 INC & E1/2 LOT 5
BLK 101
LOT SIZE 227.000 X 130
OR 12222- 2962 -69 0784 1
COC 23177 -3727 03 2005 1
7/1984
Assessment Information:
12222 -2962
Sales which are qualified
Current Previous
Year
2012
2011
Land Value
$422,692
$367,558
Building Value
$253,061
$253,061
Market Value
$675,753
$620,619
Assessed Value
$675,753
$620,619
Exemption Information:
Current Previous
Year
2012
2011
Homestead
$0
$0
2nd Homestead
$0
$0
Senior
$0
$0
Veteran Disability
$0
$0
Civilian Disability
$0
$0
Widow(er)
$0
$0
Page 1 of 1
MIAMI -DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Carlos Lopez - Cantera
Property Appraiser
Aerial Photography 2012
N
Taxable Value Information:
Current
Previous
Year
2012
2011
Exemption/Taxable
Exemption/Taxable
County
$0/$675,753
$0/$620,619
School Board
$0/$675,753
$0/$620,619
City
$0/$675,753
$0/$620,619
Regional
$0/$675,753
$0/$620,619
Sale Information:
Date
Amount
OR Book -Page
Qualification Code
3/2005
$1,190,000
23177 -3727
Sales which are qualified
7/1984
$212,500
12222 -2962
Sales which are qualified
Disclaimer:
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information
and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its
interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The
Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause
of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full
disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov
GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Mon May 6 2013
http: / /gisweb. miamidade. gov /PropertySearch /printMap.htm 5/6/2013
Owner's Notification Fonn- HVHZ 2010
MIAM
s
"oeliveri»g Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
-�. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
,��.. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or, other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It maybe necessary to install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
�
Owner's /Agent's Signature: Date:
Contractor's Signature: '
_ Permit Number: _
Property Address: (aS:_ 1 .
I I
Section A '
COUNTY M
Miami-Dade County Building Department Electrrx
High Velocity Hurricane Zone Roofing Permit Ap
"Delivering
Low Slope
❑ Asphaltic Shingles
❑ Sprayed Polyurethane Foam
❑ Mechanically Fastened Tile 0
❑ Metal Panel /Shingles El
❑ Other.
Roof Type ')nr
a ®r —r
❑ New Roof ❑✓ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural LPGX
Roof System Information
Low slope roof are. (ft.2) 900 Steep Sloped area (ft.2) 8500 Total (ft.2)�'
Section B (Roof Plan)
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U Q
�-
Sketc Ian: trate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
di s o ction ,, vets, clearly identify dimensions of elevated pressure zones and location of parapets.
P dth Corner Size (a' x a'):
18°
25'
188'
19`
2$'
Tile Roof System
M IE Miami-Dade County Building & Neighborhood Compliance Department
MM HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day" Section D Tile Roof System
Roof System Manufacturer: Hanson I
Notice of Acceptance Number (NOA): 112-1218.14
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
.1
P 1: P2: 178.6 P3:
Maximum Design Wind Pressures, (From the NOA Specific system): psf
Fill in the speciric roof assembly components. If a component Is not required, insert not applicable (n1a) In the text box.
Roof Slope: 1. 5 '712"
Roof Mean Height: ft.
Method of Tile Attachment:
1,-- Adhesive, Medium Paddy Polyfoam Polypro--
Alternate Method of Tile Attachment per NOA:
Ilya, .. ....
Drip Edge Size & Gauge: L-3" face 24��
Drip Edge Material Type: --Galvinized Metal'-
Drip Edge Fastener Type: E14" Ring shank nail
Hook Strip/Cleat gauge or weight: Select Hook Strip —
Deck Type: --1" x 6n ,T & G--
Optional Insulation:
Optional Nailable Substrate:
Optional Nailable Substrate Attachment:
Fn/
Basesheet Type:
Fastener Type for Basesheet Attachment:
Ring shank nail & Tin caps
Tile Underlayment (Cap Sheet) Type:
I. "O___ ....... .... I
Tile Underlayment Attachment Method:
FHot 7asphalt ... .. .... ......... .......
Tile Profile:
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127'
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: 39.1
x .33 _
= 12.9
- Mg: 7 88 `
= Mr1: 15.023 Is, 140.4 1 NOA Mf
P 2 68.1
x ;� 1.33 1
= 22 47
- Mg: 17.88
= Mr2: Ir14.59 S 40.4 „ NOA Mf
P 3:
100.7
x x
.33
= 33 23
- Mg:
17.88 `
= Mr3:
25 36 < 40.4 NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values, for
�rea of the roof, then the tile attachment method is acceptable.
P1: .....
x - x w:
- - W : -
x Cos 8:
= Fr1: S
:.: NOA F'
P2:
Aerodynamic Multiplier
x
- ......_ x w:
Product Approval (NOA)
_ ;
x cos A:
= Fr2: <_
NOR F'
P3:
Mf
l:
_
x w:
... .._ '
_
- W:
..
F'
x cos A:
Product Approval A)
-
- Fr3:
„ 5
:. NOA F
Description I Symbol
" I Design Pressure
to Obtain Information to complete tile calculations
Where to Find
P1 or P2 or P3 Table 1 S 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer bDVd on ASCE 7.
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
x
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
duct Approval (NOA)
Attachment Resistance
Mf
Produ pproval (NOA)
Required Moment Resistance
Mr
Calcu ed
Minimum Attachment Resistance
F'
Product Approval A)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Product Approval (NOA)
Section C
MIAt4il-W Miami-Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
"DClivering Excellence Every Day" Section C page (Low Slope Roof Systems)
Fill in the specific roof assembly components. if a component Is not required, insert not applicable (n1a) in the text box.
ROOF SYSTEM MANUFACTURER: GAF
1711111--1
Product Approval (NOA): 09-0224.01 *1 System Type:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(PI) Field: 142.8 1 psf
(P2) Perimeters: 171.7 1 psf
(133) Comers: 108 psf
Maximum Design Pressure From NOA: 52.5 psf
Roof Slope: 111/8 11 " :12 Roof Mean Height:
Parapet Walls: []No IZI Yes Parapet wall Height: Jr3 'I
Top Ply:
Surfacing: nla . .........
SINGLE PLY MEMBRANE:
Single Ply Manufacturer/ Type:
Na
. .........
Single Ply Sheet Width: 1/2 Sheet Width:
.............
No. of Single Ply 1/2 sheets:
Single Ply Membrane Fastening / Bonding Material:
Na
ID FASTENER SPACING FOR BASESHEET ATTACHMENT
El SINGLE PLY MEMBRANE ATTACHMENT
1. Field: El .1 o/c @ Laps & El rows El 11 o/c
2. Perimeter: ET o/c @ Laps & El rows El 11 o/c
1 1 1 if
3. Comer: 6 o/c @ Laps & rows ,4.. 1- ........... .. ...... It o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: El 2. Perimeter: 3. Comer. L.J
Insulation Fastener Type
Na
WOOD NAILER TYPE AND SIZE:
Ln/a
Wood Nailer Fastener Type and Spacing:
Na .................. ... 777771
Section C2
MIAMI WADE Miami -Dade County Building &Neighborhood Compliance Department
HVHZ Electronic Roof Permit 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 15 HVHZ, FBC.
Par Nei tip
fle:1 / /Cl/ Documents% 20and% 20SettingslskylDesktop lroofOlo20permit%20forms /Section %20C2d.htm9 /5/2007 7:18:20 AM
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate
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 renews NOA# 10- 0706.08 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12- 1218.14
MAMM ADE COUNTY
• • • • ® Expiration Date: 04/10!18
Approval Date: 03/21/13
Page 1 of 9
MIAMI -DADS COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.gov /sera
Hanson Roof Tile
1340 SW 34 Ave
Deerfield Beach, FL. 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate
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 renews NOA# 10- 0706.08 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12- 1218.14
MAMM ADE COUNTY
• • • • ® Expiration Date: 04/10!18
Approval Date: 03/21/13
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Roofing Tiles
Material: Concrete
1. SCOPE
This is a new system using Hanson Flat Tile-including Slate, Chalet Shake, Southern Shake, and Victorian
Slate, as manufactured by Hanson Roof Tile Inc. in Deerfield Beach, Florida and described in Section 2 of this
Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Hanson Flat Tile
1= 17.25"
TAS 112
Flat, interlocking, concrete tile equipped with two
w= 13"
nail holes. For direct deck or battened nail -on,
mortar or adhesive set applications.
Hanson Slate
1= 17.25"
TAS 112
Flat, interlocking, concrete tile equipped with two
w= 13"
nail holes. For direct deck or battened nail -on,
mortar or adhesive set applications.
Hanson Chalet Shake
1= 17.25"
TAS 112
Flat, interlocking, concrete tile equipped with two
W= 13"
nail holes. For direct deck or battened nail -on,
mortar or adhesive set applications.
Hanson Southern Shake
I = 17.25"
TAS 112
Flat, interlocking, concrete tile equipped with two
w= 13"
nail holes. For direct deck or battened nail -on,
mortar or adhesive set applications.
Hanson Victorian Slate
1= 17.25"
TAS 112
Flat, interlocking, concrete tile equipped with two
w= 13"
nail holes. For direct deck or battened nail -on,
mortar or adhesive set applications.
Trim Pieces
1= varies
TAS 112
Accessory trim, concrete roof pieces for use at hips,
w = varies
rakes, ridges and valley terminations.
varying thickness
Manufactured for each tile profile.
2. 1 PRODUCT DESCRIPTION
1. Deerfield Beach, FL.
MuaWaaoECOUtvnr
NOA No.: 12- 1218.14
• a Expiration Date: 04/10/18
Approval Date: 03/21/13
Page 2 of 9
2.2 SUBMITTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Renort
Date
IBA Consultants, Inc.
2381 -265
TAS 112
Feb. 2008
Redland Technologies
7161 -03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
The Center for Applied
94 -084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
The Center for Applied
94 -060A
Static Uplift Testing
March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied
25- 7094 -2
Static Uplift Testing TAS 102
Oct. 1994
Engineering, Inc.
(4" Headlap, Nails, Direct Deck,
New Construction)
The Center for Applied
25- 7094 -8
Static Uplift Testing TAS 102
Oct. 1994
Engineering, Inc.
(4" Headlap, Nails, Battens)
The Center for Applied
25- 7094 -5
Static Uplift Testing TAS 102
Oct. 1994
Engineering, Inc.
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
The Center for Applied
25- 7183 -6
Static Uplift Testing TAS 102
Feb. 1995
Engineering, Inc.
(2 Quik -Drive Screws, Direct Deck)
The Center for Applied
25- 7183 -5
Static Uplift Testing TAS 102
Feb. 1995
Engineering, Inc.
(2 Quik -Drive Screws, Battens)
The Center for Applied
25- 7214 -1
Static Uplift Testing TAS 102
March, 1995
Engineering, Inc.
(1 Quik -Drive Screw, Direct Deck)
The Center for Applied
25- 7214 -5
Static Uplift Testing TAS 102
March, 1995
Engineering, Inc.
(1 Quik -Drive Screw, Battens)
Redland Technologies
7161 -03
Wind Tunnel Testing
Dec. 1991
Appendix II
TAS 108 (Nail -On)
Redland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
Redland Technologies
P0631 -01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
The Center for Applied
Project No. 307025
Wind Driven Rain TAS 100
Oct. 1994
Engineering, Inc.
Test #MDC -77
Nutting Engineering
13343.1
Physical Properties TAS 112
Aug. 2006
Celotex Corporation Testing
520109 -1
Static Uplift Testing TAS 101
Dec. 1998
Service
520111 -4
Celotex Corporation Testing
520191 -1
Static Uplift Testing TAS 101
March 1999
Service
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
May 2006
Walker Engineering, Inc.
Calculations
Restoring Moments
May 2006
Walker Engineering, Inc.
Evaluation Calculations
25 -7094
February 1996
Walker Engineering, Inc.
Evaluation Calculations
25 -7496
April 1996
IAM
NOA No.: 12- 1218.14
B E COUNTY
® , Expiration Date: 04110/18
Approval Date: 03/21/13
Page 3 of 9
2.2 SUBMITTED EVIDENCE:
Test Agency
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
3. LIMITATIONS
Test Identifier
Evaluation Calculations
Evaluation Calculations
Calculations
Test Name/Report
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Two Patty Adhesive Set System
Date
December 1996
March 1995
April 1999
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS . 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum 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.
4. INSTALLATION
4.1 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 (lbf)
Length -1 (ft)
Width -w (ft)
Hanson Flat Tile including Slate,
11.6
1.4375
1.08
Chalet Shake, Southern Shake,
Shake, Southern Shake, and Victorian Slate
and Victorian Slate
Table 2: Aerodynamic Multipliers - 1 (ft)
Tile
;- (ft)
)L (ft)
Profile
Batten Application
Direct Deck Application
Hanson Flat Tile including Slate, Chalet
0.304
0.330
Shake, Southern Shake, and Victorian Slate
NOA No.: 12- 1218.14
Expiration Date: 04/10/18
Approval Date: 03/21/13
Page 4 of 9
Table 3: Restoring Moments due to Gravity - M9 (ft -lbf)
Tile
2 ":12"
3 1:12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
Profile
38.1
17.2
including Slate,
Chalet Shake,
1 -10d Smooth or Screw
Shank Nail
7.3
greater
Hanson
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Flat Tile
51.7
Deck
Deck
24.3
Deck
24.2
Deck
1 -10d Smooth or Screw
Shank Nail Eave Clip)
Deck
19.0
Deck
including
7.53
8.25
7.46
8.17
7.35
8.05
7.20
7.88
7.02
7.69
6.83
7.48
Slate,
1 Installation with a 4" tile headiap and fasteners are located a min. of 2Y2" from head of tile.
Chalet
Shake,
Southern
Shake,
and
Victorian
Slate
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Hanson Flat Tile
2 -10d Ring Shank Nails
30.9
38.1
17.2
including Slate,
Chalet Shake,
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
Southern Shake,
and Victorian Slate
2 -10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1 -10d Smooth or Screw
Shank Nail Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw
Shank Nail Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw
Shank Nails Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw
Shank Nails Eave Clip)
31.9
31.9
32.2
2 -10d Ring Shank Nails 50.3 65.5 48.3
1 Installation with a 4" tile headiap and fasteners are located a min. of 2Y2" from head of tile.
IRM14143ADECOUNWIS
NOA No.: 12- 1218.14
e e Expiration Date: 04/10/18
Approval Date: 03/21/13
Page 5 of 9
Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Minimum Attachment
Resistance
Hanson Flat Tile including Slate,
Adhesive 2
31.3
Chalet Shake, Southern Shake, and
118.9
Slate, Chalet Shake,
Victorian Slate
40.4
Southern Shake, and
2 See manufactures com onent a royal for Installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3MTm 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 7:
Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
Tile
for Single Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Hanson Flat Tile including Slate,
Resistance
Hanson Flat Tile including
31VI 2- Component Foam Roof Tile Adhesive AH -160
118.9
Slate, Chalet Shake,
3M 2- Component Foam Roof Tile Adhesive AH -160
40.4
Southern Shake, and
6 Seespecific mortar manufacturers Notice of Acceptance
Victorian Slate
4 Large paddy placement of 45 rams of 31VI 2-Component Foam Roof Tile Adhesive AH -160.
5 Medium paddy placement of 24 rams of 3M 2-Component Foam Roof Tile Adhesive AH -160.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Hanson Flat Tile including Slate,
Mortar Set6
39.0
Chalet Shake, Southern Shake,
and Victorian Slate
6 Seespecific mortar manufacturers Notice of Acceptance
NOA No.: 12- 1218.14
Expiration Date: 04/10/18
Approval Date: 03/21/13
Page 6 of 9
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved ".
HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND VICTORIAN SLATE
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 12- 1218.14
Expiration Date: 04/10/18
Approval Date: 03/21/13
Page 7 of 9
• • ••• • • 0000 ••• • •
• • • •• • • • • •• •
AND /OR 0000. • 00000 • • • 000 • • • • •
• 0 • • • •• • 0 • • 00
• • • • • • 0000 ••• • •
HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND VICTORIAN SLATE
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 12- 1218.14
Expiration Date: 04/10/18
Approval Date: 03/21/13
Page 7 of 9
APPROVED
PROFILE DRAWINGS
HANSON SLATE TILE
CHALET SHAKE TILE
NOA No.: 12- 1218.14
Expiration Date: 04 /10/18
Approval Date: 03/21/13
Page 8 of 9
SOUTHERN SHAKE
VICTORIAN SLATE
END OF THIS ACCEPTANCE
)4�
rwaMr�e®
NOA No.: 12- 1218.14
• • Expiration Date: 04/10/18
Approval Date: 03/21/13
Page 9 of 9
MM Ia
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF RUBEROHe Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 09- 0224.01
Mwhiwaaecam rir Expiration Date: 11/06/13
Approval Date: 04/08/09
{'[ Page 1 of 31
ROOFING SYSTEM APPROVAL
Category
Roofing
Sub - Category:
Modified Bitumen
Material:
SBS /APP
Deck Type:
Wood
Maximum Design Pressure
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED C
TABLE 1
Test
Product Dimensions Specification
Leak BusterTM MatrixTM 5, 55 gallons ASTM D41
307 Premium Asphalt
Primer
a LABELED BY APPLICANT:
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
GAF Mineral Shield
60 lb. Bags
ASTM D 1863
Granules for surfacing of exposed asphalt,
Granules
100 lb. bags
GAFGLAS® Flex PlyTM 6
cold process cement or emulsion. GAF
ASTM D2178 Type VI asphalt impregnated glass felt
Wide
Mineral Shield' Granules shall be used
GAFGLAS" Ply 4
39.3T'(1 meter)
ASTM D2178 Type IV asphalt impregnated glass felt
for flashing applications only.
Leak Bustefrm MatrixTM
5 gallons
ASTM D1227
Surface coating for smooth surfaced roofs.
305 Fibered Asphalt
Surfaced Cap Sheet
Wide
surfaced with mineral granules.
Emulsion
Leak BusterTM MatrixTM 303
1, 5 gallons
ASTM D 2824
Fibered aluminum coating.
Premium Fibcred Aluminum
Roof Coating
LeakBusterTM MatrixTM 322
55 gallons
Elastomeric roof coating.
Elastomeric Roof Coating
LeakBusterTM MatrixTM 306
55 gallons
Asphalt emulsion fibered.
LeakBusterTM MatrixTm 204
1, 5 gallons
ASTM D3019
Refined asphalt blended with a mineral
Wet/Dry Roof Cement
ASTM D3409
stabilizer and fibers. Permits adhesion to
ASTM D4586
wet and dry surfaces.
ASTM D3409
GAFGLAS�o #75
39.37" (1 meter)
ASTM D4601
Type H Asphalt impregnated and coated
Base Sheet
Wide
glass mat base sheet.
GAFGLAS® #80
39.37" (1 meter)
ASTM D4601 Type H Asphalt impregnated and coated,
ULTIMATM Base Sheet
Wide
fiberglass base sheet
GAFGLAS® Flex PlyTM 6
39.3T' (1 meter)
ASTM D2178 Type VI asphalt impregnated glass felt
Wide
with asphalt coating.
GAFGLAS" Ply 4
39.3T'(1 meter)
ASTM D2178 Type IV asphalt impregnated glass felt
Wide
with asphalt coating.
GAFGLAS" Mineral
39,3T'(1 meter)
ASTM D3909 Asphalt coated, glass fiber mat cap sheet
Surfaced Cap Sheet
Wide
surfaced with mineral granules.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 2 of 31
RUBEROID® Modified 39.37" (1 meter) ASTM D4601, Premium glass fiber reinforced SBS-
Base Sheet Wide Type 1I, UL Type modified base sheet
G2 BUR
RUBEROO SBS 1 meter (39.3711) ASTM D6164 Non -Woven Polyester mat coated with
Heat- WeldTM 25 wide polymer- modified asphalt and smooth
surfaced.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
L IIAMbDADE COt I
APPROVED Approval Date: 04/08/09
Page 3 of 31
Test
Product
Product
Dimensions
Specification
Description
GAFGLAS EnergyCapTM
39.37" (1 meter)
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
Mineral Surfaced Cap Sheet
Wide
surfaced with mineral granules with
factory applied layer of TOPCOAT
EnergyCoteTM.
GAFGLAS® EnergyCapTM
39.37' (1 meter)
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
BUR Mineral Surface Cap
wide
EnergystarTm
surfaced with mineral granules with
Sheet
Title 24
factory applied EnergyCot6`rm
Compliant
GAFGLAS
39.37" (1 meter)
ASTM D3672
Fiberglass base sheet coated on both sides
STRATAVENT
Wide
ASTM D4897
with asphalt. Surfaced on the bottom side
Eliminatofrm Perforated
with mineral granules embedded in
asphaltic coating with factory
perforations.
GAFGLASO Flashing
various
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
GAFGLASO
39.37" (1 meter)
ASTM D3672
Fiberglass base sheet coated on both sides
STRATAVENT
Wide
ASTM D4897
with asphalt. Surfaced on the bottom side
Eliminatofm Perforated
with mineral granules embedded in
Nailable
asphaltic coating.
RUBEROO SBS
1 meter (39.3T')
ASTM D6164
Non -Woven Polyester mat coated with
Heat- WeldTM Smooth
wide
polymer- modified asphalt and smooth
surfaced.
RUBEROO SBS
I meter (39.37 ")
ASTM D6164
Non -Woven Polyester mat coated with
Heat- WeldTM Granule
wide
polymer modified asphalt and surfaced
with mineral granules.
Roof MatchTM
107 sq. ft.
ASTM D6222
Non -woven polyester mat coated with
SBS Mop Granule
(9.9 m2)
ASTM D5147
polymer modified asphalt and surfaced
with colored mineral granules.
RUBEROO SBS
1 meter (39.37 ")
ASTM D6164
Non -Woven Polyester mat coated with
Heat- WeldTM 170 FR
wide
fire retardant polymer modified asphalt
and surfaced with mineral granules.
RUBEROIIJ' SBS
1 meter (39.37 ")
ASTM D6164
Non -Woven Polyester mat coated with
Heat- WeldTM PLUS
wide
polymer modified asphalt and surfaced
with mineral granules.
RUBEROID® SBS
1 meter (39.37 ")
ASTM D6164
Non -Woven Polyester mat coated with
Heat- WeldTm PLUS FR
wide
fire retardant polymer modified asphalt
and surfaced with mineral granules.
RUBEROW� EnergyCap
1 meter (39.37 ")
ASTM D6164
A fiberglass mat reinforced, SBS modified
SBS Heat- WeldTM PLUS FR
wide
bitumen cap membrane.
RUBEROID® Modified 39.37" (1 meter) ASTM D4601, Premium glass fiber reinforced SBS-
Base Sheet Wide Type 1I, UL Type modified base sheet
G2 BUR
RUBEROO SBS 1 meter (39.3711) ASTM D6164 Non -Woven Polyester mat coated with
Heat- WeldTM 25 wide polymer- modified asphalt and smooth
surfaced.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
L IIAMbDADE COt I
APPROVED Approval Date: 04/08/09
Page 3 of 31
NOA No.: 09 -0224.01
MIAMNGU�E CW Mill, Expiration Date: 11/06/13
• Approval Date: 04/08/09
Page 4 of 31
Test
Product
Product
RUBERO^ M Granule
Dimensions
39.37"
Specification
Description
(1 meter)
ASTM D6222
Non -woven polyester mat coated with
Wide
ASTM D5147
polymer modified asphalt and surfaced
RUBEROIDO MOP Smooth
1 sq. roll
ASTM D6298
with mineral granules.
Non -woven polyester mat coated with
871bs.
ASTM D5147
polymer- modified asphalt and smooth
RUBEROO MOP PLUS
39.37" (1 meter)
ASTM D6164
surfaced.
Non -woven polyester mat coated with
Wide
ASTM D5147
polymer modified asphalt and surfaced
RUBEROID® MOP 170FR
39.37" (1 meter)
ASTM D6164
with mineral granules.
Non -Woven polyester mat coated with fire
Wide
ASTM D5147
retardant polymer modified asphalt and
RUBEROID® MOP FR
39.37" (1 meter)
ASTM D6164
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
Wide
ASTM D5147
retardant polymer modified asphalt and
RUBEROIDO TORCH
39.37" (1 meter)
ASTM D6222
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
Smooth
Wide
ASTM D5147
modified bitumen membrane, smooth
RUBEROID® TORCH
39.37" (1 meter)
ASTM D6222
surface.
Heavy duty, polyester reinforced, asphalt
Granule
Wide
ASTM D5147
modified bitumen membrane, granule
RUBEROID®EnergyCap
1 meter (39.37 ")
ASTM D6222
surface.
A fiberglass mat reinforced, SBS modified
Torch Granule FR
wide
ASTM D5147
bitumen cap membrane.
Roof MatchTM
107 sq. ft.
ASTM D6222
Non -woven polyester mat coated with
APP Torch Granule
(9.9 m2)
ASTM D5147
polymer modified asphalt and surfaced
with colored mineral granules.
RUBEROID® TORCH
39.3T'(1 meter)
ASTM D6222
Heavy duty, polyester reinforced, asphalt
PLUS
Wide
ASTM D5147
modified bitumen membrane, granule
RUBEROV TORCH FR
39.3T'(1 meter)
ASTM D6222
surface
Heavy duty, polyester reinforced, coated
Wide
ASTM D5147
with fire retardant asphalt modified
RUBEROID®170FR
39.37" (1 meter)
ASTM D6222
bitumen membrane, granule surface.
Heavy duty, polyester reinforced, coated
TORCH
Wide
ASTM D5147
with fire retardant asphalt modified
bitumen membrane, granule surface.
RUBEROIDs EnergyCap
1 meter (39.37)
ASTM D6163
A fiberglass mat reinforced, SBS modified
SBS Heat Weld Plus FR
wide
ASTM D5147
bitumen cap membrane.
RUBEROIDP'20
39.37" (1 meter)
ASTM D6163
SBS modified asphalt base sheet reinforce
RUBEROID®30
Wide
ASTM D5147
with a glass fiber mat.
39.37" (1 meter)
ASTM D6163
Non woven fiberglass mat coated with
Wide
ASTM D5147
polymer modified asphalt and surfaced
with mineral granules.
NOA No.: 09 -0224.01
MIAMNGU�E CW Mill, Expiration Date: 11/06/13
• Approval Date: 04/08/09
Page 4 of 31
Product
RUBEROID5 30 FR
Dim_ ensions
Test
Specification
Product
Description
39.37" (1 meter)
ASTM D6298
Non woven fiberglass mat coated with fire
Wide
ASTM D5147
retardant, polymer modified asphalt and
I meter (39.3 7 ")
ASTM D6163
surfaced mineral granules.
A fiberglass e nforced, SBS modified
wide
bitumen cap membrane.
RUBEROIDO
ULTRACLAD® SBS
39.37" (1 meter)
ASTM D6163
Woven fiberglass mat coated with
Wide
ASTM D5147
Polymer modified asphalt surfaced with
RUBEROID ® Dual FR
39.37" (1 meter)
ASTM D6164
Non -woven copper or stainless steel polyester and fiberglass mat
Wide
ASTM D5147
coated with file retardant, polymer -
modified asphalt and surfaced with
Vent Stacks
mineral granules.
{metal and plastic}
TAS 100(A)
One -way valve vent used to relieve built -
ASTM D1929
up pressure within the roof system. GAF
ASTM D635
Vent Stacks are available in metal or
GAF Built -Up Roofing
Asphalt
100 lb. cartons,
ASTM D312,
Interply mopping and surfacing asphalt
bulk
Types 1, II, III
RUBEROID® MOD Asphalt
60 lb. kegs
and IV
SEBS modified asphalt
Asphalt L & Asphalt P
TOPCOAT
Surface Seal SB
5 gallons
Surface coating for smooth surfaced and
mineral surfaced roofs.
LEAK BUSTERTM
MatrixTM 715 MB
5 gallons
ASTM D3412
Surface coating for smooth surfaced and
EIastomeric Roofing
ASTM D21
mineral surfaced roofs.
Membrane
ASTM D1475
ASTM E1644
EnergyCoteTM Coating
2, 5 gallons
ASTM D6083
Highly reflective elastomeric coating
VersaShieldo
350 sq. ft roll
ASTM -D226
Non - Asphaltic Fiberglass- Based.
TOPCOAT® FireShiele
5, 55 gallons
4869 Type 1, 11
ASTM D412
Underlayment
Elastomeric roofing membrane
MB
ASTM D21
ASTM 1475
Leak BusterTM MatrixTM
5 gallons
ASTM E 1644
Surface coating for smooth surfaced and
531 WeatherCoteTM
mineral surfaced roofs.
Elastomeric FIashing Grade
LeakBustefrm MatrixTM 201
Premium SBS Flashing
5 gallons
ASTM D3019
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Leak BusterTM MatrixTM
102 SBS Adhesive Label
5 gallons
ASTM D3019
Cold Applied Modified SEBS Asphalt
Adhesive.
NOA No.: 09- 0224.01
Meru T Expiration Date: 11/06/13
.,
Approval Date: 04/08/09
Page 5 of 31
NOA No.: 09- 0224.01
MuuhananECOrr Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 6 of 31
Test
Product
Product
Dimensions
Specification
Description
Leak BusterTM MatrixTM 202
5 gallons
ASTM D4586
Cold Applied Modified SEBS Asphalt
SBS Flashing Cement Label
Adhesive — Flashing Grade.
Leak BusterTm MatrixTM
5 gallons
ASTM D4586
Standard Plastic Asphalt Roofing .Cement
203 Plastic Roof Cement
Label
Leak BusterTM MatrixTM
5 gallons
ASTM D3019
Cold Applied Asphalt Adhesive.
103 Cold Process Adhesive
Label
LeakBustefm MatHim 304
5 gallons
ASTM D2824,
Non - fibered. Aluminum pigmented,
Non - Fibered Aluminum
Type I
asphalt roof coating.
Roof
Leak BusterTM Matrikrm
5 gallons
ASTM D412
Surface coating for smooth surfaced and
602 MB Xtra Elastomeric
ASTM B 117
mineral surfaced roofs.
Roofing Membrane
ASTM C794
ASTM G21
FTMS141.6271
ASTM D2196
ASTM D1475
ASTM E1644
TOPCOAT® MB Plus
5, 55 gallons
ASTM D412,
Water - based, low VOC, sprayable
ASTM D21,
polymeric liquid, which cures to form a
ASTM D1475
seamless rubber membrane:
ASTM E 1644
NOA No.: 09- 0224.01
MuuhananECOrr Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 6 of 31
APPROVED INSULATIONS:
Table 2
Product Name
Product Description
Manufacturer
(With Current NOA)
EnergyGuardTM Fiberboard
Fiberboard insulation
GAF Materials Corp.
EnergyGuardTM Permalite
Perlite insulation board
GAF Materials Corp.
EnergyGuardTM Strip
Cut perlite board
GAF Materials Corp.
EnergyGuard' Recover Board
Perlite recover board
GAF Materials Corp.
EnergyGuardTM Tapered Edge Strip
Tapered perlite board
GAF Materials Corp.
EnergyGuardTM Polylso
Polyisocyanurate foam insulation
GAF Materials Corp.
EnergyGuardTM RA, RN
Polyisocyanurate foam insulation
GAF Materials Corp.
EnergyGuardTM Composite, RA
Polyisocyanurate /wood fiberboard or
GAF Materials Corp.
perlite composite
DensDecV
Water resistant gypsum board
G -P Gypsum Corp.
DensDeck Prime'
Water resistant gypsum board
G -P Gypsum Corp.
DensDeck DuraGuardTM
Water resistant gypsum board
G -P Gypsum Corp
StructodeV
Wood fiber insulation board
Knight Celotex
StructodeV TD
Flame Resistant High Density Wood
Knight - Celotex
Fiber board.
SecurockTM
Fiber reinforced roof board
USG Corporation
APPROVED FASTENERS:
TABLE 3
Fastener Product
Product
Manufacturer
Number Name
Description Dimensions
(With Current NOA)
1. Drill -TecTM #12 Standard,
Insulation fastener and Various
GAF Materials Corp.
# 14 and # 15 extra Heavy
Base Play fastener for
Duty Fastener, Heavy Duty
steel, wood & concrete
Roofing Fastener
decks.
2. Drill -TecTM ASAP
Pre- assembled Drill -TecTM Various
GAF Materials Corp.
Fasteners and metal and
plastic plates.
3. Drill -TecTM CR Base
Base sheet fastening Various
GAF Materials Corp.
Sheet Fastener and Plate
assembly.
4. Drill -TecTM Galvalume
Round Galvalume stress 3" and 3 %z'
GAF Materials Corp.
Plates
plates.
5. Drill -TecTM Polypropylene
Round polypropylene 3" and 3 '' /Z"
GAF Materials Corp.
Plates
stress plates.
6. Drill -TecTM AccuTrac
Square Galvalumee coated 3" Square
OMG
Plate
steel plate.
NOA No.: 09- 0224.01
Expiration Date: 11106/13
rouoaaecour�rr
APPROVED
Approval Date: 04 /08/09
Page 7 of 31
EVIDENCE SUBMITTED:
Test Apencv
Test Identifier
Description
Date
Factory Mutual Research Corp.
3029832
4470 - TAS 114
05/1 1/07
3010215
4470 - TAS 114
03/01/01
3001276
4470 - TAS 114
01/28/99
1 B9A8.AM
4470 - TAS 114
09/04/97
3D4Q2.AM
4470 - TAS 114
04/30/97
Underwriters Laboratories
OD1A8.AM
4470 - TAS 114
04/01/98
TGFU.R19254
UL 790
10/27/06
Trinity Engineering
4483.04 97 -1
TAS 114
06/06/97
PRI Asphalt Technologies, Inc.
GAF- 020 -02 -01
ASTM D 249
02/01/02
ASTM D 4977
IRT -ARCON Inc.
02 -005
TAS 114
03/01/02
02 -014
TAS 114
04/08/02
Trinity I ERD
01 -039
TAS 114
03/01/02
G6850.08.08
ASTM D6164
08/29/08
G6850.08.08
ASTM D6163
08/01/08
G6850.10.08
ASTM D6222
10/06/08
G6850.11.08
ASTM D6222
11/05/08
NOA No.: 09- 0224.01
M►,ar►i•ECOUNrar Expiration Date: 11/06/13
"JAPPROVEDI Approval Date: 04 /08/09
Page 8 of 31
Membrane Type:
SBS /SBS Cold Applied
Deck Type 1:
Wood, Non- insulated
Deck Description:
19/32" or greater plywood or wood plank decks
System Type E(1):
Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
FireOutTM Fire Barrier Coating, VersaShield*Non- Asphaltic Fiberglass -Based
Underlayment
or SecurockTM.
Base sheet:
GAFGLAS' #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
SBS Heat- WeldTM Smooth or RUBEROID® SBS Heat- WeldTM 25 base sheet
mechanically fastened to deck as described below;
Fastening
Options:
GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLASO #75 Base Sheet or any
of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows I2"
o.c. in the field.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any
of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15
Screws and 3" DriII -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in
3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure -52.5 psf, See General Limitation #�
GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID ®Mop Smooth, base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure -60 psf, See General Limitation #�
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure -60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4"
lap staggered in two rows 9" in the field.
(Maximum Design Pressure -60 psf, See General Limitation #7)
NOA No.: 09- 0224.01
MIAMbDApECOUNIY Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 27 of 31
GAFGLAS'o #75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM #12 standard, #14 or# 15 Screws and 3" Drill -Teerm steel plate or
Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6,
GAFGLASO #80, RUBEROID® MOP Smooth or RUBEROID4' 20 sheet adhered
in a full mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbs. /sq.
Membrane: One or more plies of RUBEROV MOP Smooth, RUBEROID® Mop 170 FR,
RUBEROV Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROV Mop
Plus Granule, RUBEROIDO20, RUBEROV 30, RUBEROIDOEnergyCap SBS
30 FR RUBEROIDO30 FR or RUBEROV Mop FR or RUBEROID
ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20- 401bs. /sq.
Or,
One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule,
Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROV Mop
Plus Granule, RUBEROID020, RUBEROV 30, RUBEROIDgEnergyCap SBS
30 FR, RUBEROID10 30 FR or RUBEROV Mop FR or RUBEROV
ULTRACLAD* SBS in Leak BusterTM Matrikrm 102 SBS Adhesive at an
application rate of 1 -2 galJsq.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROV 20 is top
membrane) install one of the following:
1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood
coat of approved asphalt at 601bsJsq. or applied in a flood coat of Leak
Bustefrm MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq.
2. GAFGLASO Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 IbsJsq.
3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5
galJsq.
4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT'
MB +, TOPCOATS' Fireshield Elastomeric Roofing Membrane, applied at I to
1.5 gal. /sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote® roof coating applied at 1 to 1.5 galJsq.
6. TOPCOAT' Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening above
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 28 of 31
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply ' 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum '/4" Dens Deck or '/2" Type X gypsum board is acceptable to be installed directly over the wood
deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20- 401bs. /sq., or mechanically attached using the fastening
pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4'x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied
using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in
three rows, one at each side lap and one down the center of the sheet allowing a continuous area of
ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon
to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.
Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275
lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field. -
tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official, a
revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and 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 comers and corners). (When this limitation
is specifically referred within this NOA, General Limitation #7 will not he applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 09- 0224.01
MIAMNnAOeca Expiration Date: 11/06/13
!APPROVED Approval Date: 04/08/09
Page 31 of 31
T'GFU.'R1306 -Roofing Systems
http: // database. ul. com /cgi- bin/XYV /templateALISEX-T/ 1 FRAME /showpa...
place.
Ply Sheet: —One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped in place.
Membrane: — "Ruberoid@ Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCapTOA Mop FR."
Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 11/2- gal/100 -ft2 or "GAF Weather Coat Emulsion" 'applied at 3 -gal /100 -ft2.
10. Deck: C-15/32 Incline: 1/2
Insulation (Optional): - Perlte, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite.
Base Sheet: — One or more layers Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base 'Sheet" 'or Type G3 "GAFGLAS@ Mineral Surfaced
Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more piles Type G1, hot mopped in place.
Membrane: — "Ruberoid@ Mop 170 FR" or "Ruberoid ®Dual FR" or "Ruberoid@ Map FR" or "Ruberoid@ EnergyCap- Mop FR."
11. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — Perlte,'fiber glass, polyisocyanyrate, urethane or perlte /polylsocyanurate composite, butt offset a minimum of 6 -in. from
plywood deck joints.
Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced
Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type G1, hot mopped i in place.
Membrane: — One ply "Ruberoid@ Torch Smooth" or "Ruberoid® Mop Smooth" 'or "Ruberoid@ Mop Smooth 1.5 "'or "Ruberoid@ Mop Smooth Plus"
or "Ruberoid@ DualSmooth."
Membrane: - One ply "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberolid@ EnergyCap— Mop FR."
12. Deck: NC Incline: 1
Insulation (Optional): — Perlte, fiber glass, wood fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite.
Base Sheet: — One or more layers Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri- Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced
Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened.
Ply Sheet ( Optional): — One or more plies Type G1 hot mopped in place.
Membrane: — One ply "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCap- Mop FR."
13. Dedk: NC Incime:,1 /2
Insulation (Optional): — Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perlte /polyisocyanurate composite.
Base Sheet (Optlonao: — One or more plies Type G2 orType G3 base sheet, hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type G1 hot mopped in place.
Membrane: — One ply "Ruberoid@ Torch Smooth" (smooth) or "Ruberoid@ Mop Smooth or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop
Smooth Plus" or "Ruberoid® Dual Smooth."
Membrane: — One ply "Ruberoid@ Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCap— Mop FR.
14. Deck: NC Incll ne: 1/2
Insulation (Optional) One or more layers periite, glass fiber, polyisocyanurate, urethane orperite /polyisocyanurate composite, any thickness.
Base Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6" orType G2 "GAFGLAS@ #75 Base Sheet" or
"Tri-Ply@ #75 Base Sheet" hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at
11h- gal /100-1`1:2.
Membrane: — One ply "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCap- Mop FR" hot mopped
or adhered with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold applied adhesive applied at11 /z- gal/100 -ft2.
15. Deck: C -15/32 Incline: yz
Insulation (Optional): - Polysocyanurate, wood fiber, perlte, glass fiber any thickness, hot mopped or mechanically fastened.
Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet " or"Tri-Ply@ #75 Base Sheet" hot mopped or mechanically fastened.
Membrane: — One or more plies "Ruberoid@ 30 FR" or "Ruberoid® 30 FR HT" or "Ruberoid@ EnergyCap- SBS 30 FR" hot mopped in place.
16. Deck: C -15/32 Inclare: 1/2
Insulation (Optional): — Polylsocyanurate, wood fiber, periite, or glass flber any thickness, hot mopped or mechanically fastened.
Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75' Base Sheet" hot mopped or mechanically fastened.
Ply Sheet: — One or more piles "Ruberoid@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Dual Smooth "!hot mopped In place.
Membrane:— One or more plies "Ruberoid@ 30' FR" or " Ruberoid@ 30 FR HT" or "Ruberoid@ EnergyCap— SBS 30 FR hot mopped In place.
17. Deck: C -15/32 Incline: 1/i
Insulation (Optional): — Fiber glass or perlite, mechanically fastened.
Base Sheet: — One or more plies Type G2 hot mapped.or mechanically fastened.
Ply Sheet: —Two or more plies Type G1 hot mopped or mechanically fastened.
Membrane: — "Ruberoid@ 30" or "Ruberoid@ Modified Cap Sheet 601 ", hot mopped in place.
Surfacing: — Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Kamak No. 97 Asbestos Free'Aluminum Roof Coating"
applied at 1 to 2- gal/100 -ft2.
18. Deck: NC Incline: ya
Insulation (Optional): — Polyisocyanurate, perifie, glass fiber or wood fiber, 2 -in. maximum.
Base Sheet: — Type 15 asphalt organic felt orType G2, mechanically fastened or adhered with hot mofng asphalt.
Membrane: — "Ruberoid@ Torch Granule 1" (modified bitumen).
Surfacing: Karnak Chemical "Kamak No. 97 Fibrated Aluminum Asphat Roof Coating" or "Kamak No. 97 Asbestos Free Aluminum Roof Coating"
applied at 1 to 2 -gal /100 -ft2.
1 9 of 46 8/20/2012 1:28 PM
MIAM
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /uera
3M Company
3M Center Building 0220- 05 -E -06
St. Paul, MN. 55144 -1000
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 PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AR -160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
.. � • lil.i�ii
AFPROYED
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTm 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does 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 tiles
system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MT111 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000 N/A Dispensing Equipment
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Prove
Test
Results
Density
ASTM D 1622
1.6 lbs. /ft.3
Compressive Strength
ASTM D 1621
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength
ASTM D 1623
28 PSI Parallel to rise
Water Absorption
ASTM D 2127
0.08 Lbs./Ft2
Moisture Vapor Transmission
ASTM E 96
3.1 Perm /Inch
Dimensional Stability
ASTM D 2126
+0.07% Volume Change @ -40'F., 2 weeks
+6.0% Volume Change @I 58T., 100% Humidity, 2
weeks
Closed Cell Content
ASTM D 2856
86%
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
Test Agencv
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- 7438 -4
25-7438-7
SSTD 11 -93
11/02/95
25 -7492
SSTD 11 -93
12/12/95
Miles Laboratories
NB -589 -631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637 -92
ASTM E 108
04/30/93
Southwest Research Institute
01- 6743 -011
ASTM E 108
11/16/94
01- 6739- 062b[1]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96 -1
TAS 114
03/14/96
Celotex Corp. Testing Services
528454 -2 -1
TAS 101
10/23/98
528454 -9 -1
528454 -10 -1
520109 -1
TAS 101
12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
TAS 101
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. 3MrM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
FI — W
I
F' = 12
—
MS
NOA No.: 12- 0228.18
MIAMaDADECQUNTY Expiration Date: 05/10/17
�Wnuakgf• Approval Date: 05/10/12
Page 3 of 7
INSTALLATION:
1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0
(B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Two Paddy Weight per
paddy Min. (grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece Barrel )
#1
17 /side on cap and 34/ an
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
1
g
NOA No.: 12- 0228.18
MIAMNE COUNTY Expiration Date: 05/10/17
M�wya= ► NEW Approval Date: 05/10/12
Page 4 of 7
LABELING:
All ' )MTm 2-Component Foam Roof Tile Adhesive AH- 160 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nall through plastic cement
Paddy (Berwath Tile)
Underlayment
Paddy Rlerleath Tile)
iD In.
In
Eave Coum
10 in.
Fascia
21
Eave course o*.
Eave Closurs
Keep adhesive approt
4 In. up from wepholes
Nail through plastic ement Paddy peneem Too)
undeflayment
10 1
2 In.
Course
Em CIoure
a course only.
K a a a 4 Fascia
f.%p
fr% p
pholes
Nall through plastic cement
Paddy Rlerleath Tile)
Underlayment
o
10 in.
21
Em Course
Feeds
weephole
Em course only:
Eave closure
Keep adhesive appror.
Drip edge
4 In. up from weepholes
1) Place enough adhesive to achieve 17 to 23 optiTnal -2XCs for
square Inches In contact with the pan Me steep PRO applications Nag through plastic cement
2) Turn covers upside dowrL Place adhesive 112 In.
to 1 In. From outside edge of cover So,
Than Install the We.
Underlayment
top portion
ofthe save
coursecoverfle.
Abutto second course opgorw
pan tUes. Ensure am of
pan and cover dies PoIld-up, Mortar
flush at save Una. on longitudinal
edgesoftle
Em closure Weephola Fasda
(mortar shm)
NOA No.: 12-0228.18
1LM1.AMH=E C?
%M= Expiration Date: 05/10/17
�Fgwaxqxjw Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plastic cement Paddy (Beneath Tfle) Nall through plastic cement Paddy (Beneath Tile)
Underlayment
Underlayment
7 In. 21
7 r In%.
In.
2 In.
Eave Course
Fascia Fascia
Weephofe
Eave Course Eave closure
Em Closure UP edge
Nall through Plastic cement Paddy (Beneath Too)
nderlayment
S,
71n In.
NOA No.: 12-0228.18
WMAM•ADECOUNW-M Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement Paddy Nall through plastic cement Single paddy under file
(between file) Underlayment Single paddy between file
Paddy 2 In. x 71n. medium
(under tile) size paddy am
course only
Q, Single paddy
1- 3 Ini under tile n x 3 In.
Tx3 n .4 In. 2 In.
Single paddy on 2 In. In. Single
under• o paddy on
layment under.
layment
Single paddy Fascia
Eats course on top of the Weephole
Single paddy In. X 7 In. medium Eave
on top of file Course Eave closure
size paddy am Qb ::%:00:
Fascia course only ::%:: Drip edge
Nall through plastic cement
Single paddy paddy
under Single paddy
o
between Ole
In. x 3 In. 4 In.
Single paddy -
on undedayment 2 n
Single paddy
Eave Closure
on top of Ole
2 In. x 7 In. medium
Eave Course
size paddy eave course only
Fascia
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
WMIAM-DAIDE C Expiration Date: 05/10/17
31W Approval Date: 05/10/12
Page 7 of 7
rNN
�"I-
C'
AEami Shores Village MAY 17 201
3 Buildin Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20 L-Cm,
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.° r'
Permit Type: BUILDING ROOFING
JOB ADDRESS: (e� 2- �'
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #•
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): Phone#:
City: M A-nz ! S lko�&S State:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: -��5 �� �� Phone #:
Address: I'1 4 "J'1
City: M i 4wg r, State --�rt -- Zip:
Qualifier Name: _&4r, -3 1� e7 Z— Phone#:
State Certification or Registration #: i -S2-<5S & Certificate of Competency #:
Contact Phone# 3c>S 2-3Lf • S -2-3 c-1 ® Email Address:
DESIGNER: Architect/Engineer. Phone#:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: DAddition OAlteration ONew l]Repair/Replace ODemolition
Description of Work: 1S O a� N t Lt ca c a-i ,
Color thru tile:
Submittal Fee $ Permit Fee $ , ) J CCF $ CO /CC $
Scanning Fee $
Radon Fee $ DBPR $ Bond $
Notary $ Traiuing/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding 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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 Signature —= /°
Owner or Agent
The foregoing instrument was acknowledged before me this
day of , 20 _, by
who is personally known to me or who has produced
As identification and who did take an oath.
Contractor
The foregoing instrument was acknowledged before me this
day of m ea 20 ,a, by 04 4 IJ
who is ZToA kno to me or who has
produced-
as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Print:
My Commission Expires:
Structural Review
(Revised 3 /1212012)(Reviwd 07 /10 /07)(Reviwd 06/10/2009)(Revised 3/15/09)
Clerk
1 A
Section A
Miam
High I I HurricaneyZone Roofing Permit
Section A (General Inform
Master Permit No: Process No:
Contractor's Name: JIsaacs Roofing
Job Address: 1-672 NE 98 St.
Roof Category
R1 Low Slope ❑ Mechanically Fastened Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles
❑ Sprayed Polyurethane Foam ❑ Other: I
Roof Type
Z.Q ='G DEPT
BLDG DEPT
SUBJECT j0C(;NjpLA_,.CE_'___
STATE M W =od ALL F Fes Ma e s
ANo CGUN, Y,?LL-:S AND REGULATiONS
❑ New Roof R1 Re-Roofing ❑ Recovering 1:1 Repair ❑ maintenance E _U:�
- R —
RIM,
Are there Gas Vent Stacks located on the roof? ❑ Yes []No If yes, what type? Natu MAYRTM3
Roof System Information
Low slope roof area (ft.2)1900 Steep Sloped area (ft.2)13500 Total (ft.2) 144001
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Comer Size (a'x a):
105' >
36' 3-8'--1
HL
F2-971
L I
Tile Roof Systemf r
Notice of Acceptance Number (NOA): 112-0430.04
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
r ------ I
P 1: 145.1 1 P 2: P 3:
9 I'll
Maximum Design Wind Pressures, (From the NOA Specific system): 4 psf
Fill in the specific roof assembly components. ff a component is not required, Insert not applicable (n /a) in the text box.
Roof Slope: 171211
'Roof Mean Height: ft.
Method of Tile Attachment:
[--Adhesive, Medium Paddy Polyfoam Pol
Alternate Method of Tile Attachment per NOA:
n/a
Drip Edge Size & Gauge: 1-3- face 24 gaL. .
Drip Edge Material Type: P_ alvinized Metal --
Drip Edge Fastener Type: 11 1/4" Ring shank nail
Hook Strip/Cleat gauge or weight: [--Select Hook Strip
Deck Type: x, 6- T & G-.-
Optional insulation:
rn/_
Optional Nailable Substrate:
nla
. . . . . . . . . . . . . . . . . . . .
Optional Nailable Substrate Attachment:
I n/a . I
Basesheet Type:
130# . .......................
Fastener Type for Basesheet Attachment:
[1-1/4" Ring shank nail & Tin caps
Tile Underlayment (Cop Sheet) Type:
Volyglas T � I P1 .L.)5 _.__ .. . ......... . . . . .................
Tile Underlayment Attachment Method:
[Hot asphalt
Tile Profile:
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127'
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: 39.1 ''
x ,28
= 10.$7
- Mg: 7.27 = Mr1: 3',b 5 140A 11 NOA Mf
P 2: 68.1
x X ,278
= 1$.93
- Mg: 7 27 = Mr2: ,11.68 ! 5 40.4 NOA Mf
P 3:
100.7
x
.278
= 27.99;
_ Mg;
117E-
= Mr3:
2p 72;:5
40.4. ',! NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for
rea of the roof, then the tile attachment method is acceptable.
P1: x .
= x w;
_ - W:
!.'... ... =
8
x Cos 6 _'.; = Fr1:
5
.;.:_ ..._.. NOA F'
k
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
x COs A: = Fr2:
...._ 5
NOA F'
P3
x 1:
1 =
x w:
Minimum Attachment Resistance
_ - W:
=
Product Approval A)
x cos 9:
= Fr3:
5
NOA F'
re to Obtain Information to complete tile calculations
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
k
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
NRIZoduct Approval (NOA)
Attachment Resistance
Mf
Produ pproval (NOA)
Required Moment Resistance
Mr
Calcu ed
Minimum Attachment Resistance
F'
Product Approval A)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
Product Approval (NOA)
w = width
Section C
Miami-Dade County Building & Neighborhood Compliance Department
1101111 HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day" Section C page (Low Slope Roof Systems)
Fill in the specific roof assembly components. if a component is not required, insert not applicable (n1a) in the text box.
ROOF SYSTEM MANUFACTURER: J.G.Af ...... . .........
Product Approval (NOA): 09 0224.01 System Type: I El 4 1
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(Pl) Field: 142.8 .1 psf
r-----q
(P2) Perimeters: 171.7 11 psf
(P3) Comers: 108 psf
Maximum Design Pressure From NOA: 152.5 psf
Roof Slope: 1.: 12 Roof Mean Height: 10 ft.
Parapet Walls: 0 No 0 Yes Parapet wall Height: 1 - 3 11 ft.
V.11_ -
Deck Type: 1 —1 T & G— . ......... .. .
Support Spacing: o/c
Alternate Deck Type:
Existing Roof:
Na
Fire Barrier:
Na
Vapor Barrier:
Anchor Sheet:
75#
Anchor Sheet Fastener Bonding Material:
[1_ 1/4,_ Ring shank nails & tin cap
Insulation Base Layer Size & Thickness:
Insulation Base Layer Fastener / Bonding Material:
Na
Insulation Top Layer Size & Thickness:
Insulation Top Layer Fastener I Bonding Material:
Base Sheet(s) & No of Ply(s):
Base Sheet Fastener/ Bonding Material:
[n
Ply Sheet(s) & No. of Ply(s):
I Ruberoid 20
Ply Sheet Fastener/ Bonding Material:
I Hot asphalt
Top Ply:
Surfacing: I n/a _ _
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
n/a
Single Ply Sheet Width: 112 Sheet Width:.:.'
No. of Single Ply 112 sheets: =
Single Ply Membrane Fastening I Bonding Material:
Na
FASTENER SPACING FOR BASESHEET ATTACHMENT
SINGLE PLY MEMBRANE ATTACHMENT
1. Field: El 11 o/c @ Laps & P77 rows o/c
177_�
2. Perimeter [!_j .1 o/c @ Laps & ,4' rows o/c
3. Comer: o/c @ Laps &E3 rows o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
117-11-1 17-71
1. Field: L_.j 2. Perimeter: L—i 3. Comer. El
Insulation Fastener Type
Na
...........
WOOD NAILER TYPE AND SIZE:
Wood Nailer Fastener Type and Spacing:
Na
EDGE & COPING METAL SIZES:
Edge Metal Material: 1,7790Ya"Metal-
n/a
Section C2 T
► It
Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
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 15 HVHZ, FBC.
�t't` a
file: / / /Cl/ Documents %20and %20Settings /sky/ Desktop /roof%20permit%20forms /Section %20C2d.htm9 /5/2007 7:18:20 AM
ft.
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
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 PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their. jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle
Low Profile Concrete Tiles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision 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 revises NOA# 11- 0321.02 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 1 of 10
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.gov /oera
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
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 PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their. jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle
Low Profile Concrete Tiles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision 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 revises NOA# 11- 0321.02 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 1 of 10
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE:
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Bel Air Concrete Tile
L = 17"
TAS 112
Flat profile concrete roof tile equipped with two
W = 12'/4"
nail holes. For adhesive set, direct deck or
Thickness =' /Z"
battened nail -on applications.
Bel Air Double Eagle
L = 17"
TAS 112
Flat profile concrete roof tile equipped with two
Concrete Tile
W = 12'/4"
nail holes. For adhesive set, direct deck or
Thickness =' /a"
battened nail -on applications.
Ponderosa Concrete Tile
L = 17"
TAS 112
Flat profile concrete roof tile with slate finish
W = 12 '/4"
equipped with two nail holes. For adhesive set,
Thickness =' /Z"
direct deck or battened nail -on applications.
Ponderosa Double Eagle
L = 17"
TAS 112
Flat profile concrete roof tile with shake finish
Concrete Tile
W = 12 I/4"
equipped with two nail holes. For adhesive set,
Thickness ='/2"
direct deck or battened nail -on applications.
Golden Eagle Concrete
L =17"
TAS 112
Flat profile concrete roof tile brushed finish
Tile
W = 12'/4"
equipped with two nail holes. For adhesive set,
Thickness =' /z"
direct deck or battened nail -on applications.
Trim Pieces
1= varies
TAS 112
Accessory trim, clay roof pieces for use at hips,
w = varies
rakes, ridges and valley terminations.
varying thickness
Manufactured for each file profile.
NOA No.: 12-0430.04
Expiration iration Date: 10/05/16
•••e a
Approval Date: 08/02/12
Page 2 of 10
2.1 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
PRI Asphalt Technologies
ERPF- 001 -02 -01
Redland Technologies
7161 -03
Appendix III
Redland Technologies
7161 -03
Appendix III
Redland Technologies
7161 -03
Appendix II
Redland Technologies
P0402
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Letter Dated Aug. 1,
1994
P09647 -01
94 -084
25- 7094 -(2, 5, & 8)
25- 7183 -(5 thru 6)
25- 7214 -(1, 5, & 8)
25- 7487 -2
25- 7496 -(1 & 4)
25- 7804 -6
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
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)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Restoring Moments Due to Gravity
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
Aug. 1994
May 1994
Oct. 1994
Feb. 1995
March, 1995
Dec. 1995
Dec. 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
Sep. 2006
NOA No.: 12-0430.04
MIAMIOADE 020110 Expiration Date: 10/05/16
...i , gp'
Approval Date: 08/02/12
Page 3 of 10
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required,
refer to applicable building code. '
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance
Office for review.
3.4 Minimum 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.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle
Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (lbf)
Length -1 (ft)
Width -w (ft)
Bel Air, Bel Air Double Eagle,
11.4
1.42
1.03
Ponderosa, Golden Eagle,
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
Table 2: Aerodynamic Multipliers - A (f e)
Tile Profile
A (ft)
A (ft)
Batten Application
Direct Deck Application
Bel Air, Bel Air Double Eagle,
0.301
0.278
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat Tile
NOA No.: 12-0430.04
tM1AMF = Oulu, Co Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 4 of 10
Table 3: Restoring Moments due to Gravity - M9 (ft -lbf)
Tile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
Greater than
Profile
30.9
38.1
17.2
Air Double
Eagle,
7':12"
Bel Air, Bel Air
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Double Eagle,
18.2
Deck
51.7
Deck
24.4
Deck
1 -10d Smooth or Screw
Shank Nail Field Clip)
Deck
24.3
Deck
Ponderosa,
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
Golden Eagle,
31.9
31.9
32.2
2 -10d Ring Shank Nails 50.3 65.5 48.3
1. Installation with a 4" tile headlap and fasterners are located a min. of 2'/" from head of tile.
Ponderosa
Double Eagle
Flat Tile
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Bel Air, Bel
2 -10d Ring Shank Nails
30.9
38.1
17.2
Air Double
Eagle,
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
Ponderosa,
Golden
2 -10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
Eagle,
Ponderosa
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
Double
Eagle Flat
1 -10d Smooth or Screw
Shank Nail Field Clip)
24.3
24.3
24.2
Tile
1 -10d Smooth or Screw
Shank Nail Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw
Shank Nails Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw
Shank Nails Eave Clip)
31.9
31.9
32.2
2 -10d Ring Shank Nails 50.3 65.5 48.3
1. Installation with a 4" tile headlap and fasterners are located a min. of 2'/" from head of tile.
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 5 of 10
Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Application
Resistance
Bel Air, Bel Air Double Eagle,
Adhesive
31.3
Ponderosa, Golden Eagle, Ponderosa
Ponderosa, Golden Eagle,
31VI 2- 6omponent Foam Roof Tile Adhesive AH -160
Double Eagle Flat Tile
Ponderosa Double Eagle Flat
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3MTm 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Mortar Set Systems
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Application
Resistance
Resistance
Bel Air, Bel Air Double Eagle,
3M 2- Component Foam Roof Tile Adhesive AH -160
118.9 .
Ponderosa, Golden Eagle,
31VI 2- 6omponent Foam Roof Tile Adhesive AH -160
40.4
Ponderosa Double Eagle Flat
Tile
3 Large paddy placement of 45 grams
of Pol ProTm.
4 Medium paddy placement of 24 grams of Pol ProTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden
Mortar Set
43.9
Eagle, Ponderosa Double Eagle Flat Tile
5 Tile -Tite Roof Tile Mortar.
MWM4DADECOUN7Y NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 6 of 10
5. LABELING :
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved ".
tAiiLE In
FLOR'IDA
BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE
CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to properly
evaluate the installation of this system.
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 7 of 10
PROFILE DRAWING
BEL AIR
BEL AIR DOUBLE EAGLE
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 8 of 10
PONDEROSA
PONDEROSA DOUBLE EAGLE
NOA No.: 12-0430.04
MIAMhDADE COUNTY Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 9 of 10
GOLDEN EAGLE
END OF THIS ACCEPTANCE
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 10 of 10
zm\�
a
Iwo
e
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.eov/economv
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur 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 revises NOA #11- 1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
A,10*10,"�
NOA No.: 12- 0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
b , , x
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub - Category: Underlayment
Material: SBS , APP Self- Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass -
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass -
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12- 0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
65'8" x 313/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#Z
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular /sand top surface self - adhering,
underlayment
65' x 3'33/$"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'l 0" x 3'33/$"
ASTM D 1970
polymer modified, fiberglass or polyester
Manufacturing Location
100 mils thick
reinforced, bituminous sheet material for use as
#1 & #2
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus
Roll:
TAS 103 and
A rubberized asphalt self - adhering, glass -
underlayment
65' x 3933/8"
ASTM D 1970
fiber /polyester reinforced waterproofing
(Surface Printing)
80 mils thick
membrane. Designed as a metal roofing and roof
Manufacturing Location
tile underlayment.
#1 
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt waterproofing membrane,
underlayment
32'10" x 3'33/8"
ASTM D 1970
glass -fiber /polyester reinforced, with a granular
Manufacturing Location
130 mils thick
surface designed for use as a tile roof
#2
underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass -
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass -
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12- 0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
r�
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self - adhering, polyester
Manufacturing Location 65'8"x3'3-3/8" ASTM D 1970 reinforced waterproofmg membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Revort
Date
Exterior Research & Design, LLC
11756.04.01 -1
TAS 103
04/27/01
11756.08.01 -1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity ( ERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103 /ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103 /ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110 /ASTM D4798 & D1970
10/19/11
P40390. 08.12 -1
TAS 103 & TAS 110
08/06/12
P40390.08.12 -2
ASTM D 1623
08/07/12
P40390.10.12
ASTM D 1970
10/03/12
PRI Asphalt Technologies
PRI01111
ASTM D 4977
04/08/02
PUSA- 005 -02 -01
ASTM D 4977
01/31/02
PUSA- 018 -02 -01
ASTM D 2523
07/14/03
PUSA- 035 -02 -01
TAS 103
09/29/06
PUSA- 033 -02 -01
ASTM D 1970
01/12/06
PUSA- 055 -02 -02
TAS 103
12/10/07
PUSA- 083 -02 -01
TAS 103
06/30/08
PUSA- 089 -02 -01
TAS 103 /ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX201-17A
TAS 103 /ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103 /ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103 /ASTM D4798 & G155
02/18/10
DX231)8A
TAS 103 /ASTM D4798 & G155
02/18/10
MIAMMFQADE CO INW
NOA No.: 12- 0713.02
r ® MEW Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non - insulated
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self- adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-1/2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 12- 0713.02
ML4AkMaa6ae Cputdrr Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
b f l it
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non - structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre- existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (days)
Polystick MTS
MTS
IR -Xe
TU
TU Plus
TU P
Tile Pro
Dual Pro
TU Max
Winter Haven, FL.
180
180
180
180
180
180
180
90
Hazelton, PA.
N/A
30
30
180
N/A
N/A
N/A
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N -3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens
roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TU, TU
Polystick TU
Plus, TU P, Tile
Max
Pro
Flat Tile
Prohibited without
5:12
No limitation
No limitation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12- 0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
m
a
0
v9
N
P
Roofing Tiles
(6 Max Per Stack)
12
6 _
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
LABELING:
1. 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.
MIAM4DADE CQUNTY
...r
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
MtAMFE T NOA No.: 12- 0713.02
COUNY
r ® Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area Para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back - nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12 ", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set
and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6
inches in either direction. The repair should be installed in such a way so that water will run parallel to or
over the top of all laps of the patch.
10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894 -4563.
NOA No.: 12- 0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
f •r ro �
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894 -4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12- 0713.02
MIAMMADECOUNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8