RF-16-2923 Permit NO. RF-10-16-2923
Miami Shores Village Permit Type:Roof
10050 N.E.2nd ANE
venue Per
� im
Work Classification:Tile
Miami Shores,FL 33138-0000 Permit Status:APPROVED
Phone: (305)795-2204
FCO iDp'
Issue Date: 11/10/2016 Expiration: 05/09/2017
Project Address Parcel Number Applicant
925 NE 95 Street 1132060143100
Miami Shores, FL 33138- Block: Lot: 925 NE 95 LLC
Owner Information Address Phone Cell
925 NE 95 LLC 925 NE 95 Street (917)703-6010
MIAMI SHORES FL 33138-
925 NE 95 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
Valuation: $ 16,900.00
STATE GENERAL CONTRACTORS INI (786)234-8234
._. _.... __ w ... Total Sq Feet: 2900
Type of Work:Re Roof Available Inspections:
Additional Info: RE-ROOF TILE Inspection Type:
Classification: Residential
Scanning:3 Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00
CCF Invoice# RF-10-16-61802
$10.20 11/03/2016 Check#: 1050 $845.20 $0.00
DBPR Fee $4.50
DCA Fee $4.50 Bond#:3243
Education Surcharge $3.40
Permit Fee-New Roof $300.00
Scanning Fee $9.00
Technology Fee $13.60
Total: $845.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume respon ibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBIN ECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT- a information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and onin er ore, I uthorize the a -named contractor to do the work stated.
c� November 03, 2016
A horized Si whefr / Applicant / Contractor / Agent Date
Building epartment Copy
November 03,2016 1
�
Building Department BY: OCT Y ZOIV
3�1 10050 N.E._nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756,8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2011 2
BUILDING Master Permit No.R�
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ELECTRIC 64 ROOFING ❑ REVISION ❑EXTENSION (RENEWAL
PLUMBING 0 MECHANICAL (]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP
CONTRACTOR DRAWINGS
SOB ADDRESS: 925 NE 95 Street
city— Mial Shores Counpi; Miami Dade zil):33138
Folio/PuveW.1-3 14.3100 Is the Building Historkallq Designated:Yes NO X
Occupancy Type: load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee simple Titleholder): 925 NE 95, LLC Phone#: T17-'70
Address:600 NE 53rd Street
Miami 33137
City: State: Zip:
Tenant/Lessee Name: Phone#:917.703.6010
Email:
ivsucxe@gmal .00m
zt
CON'MCTOtt:Company Name: d5i<I7r �� �'ar phone*: _79-1:513-301
Address: 2 S
City: &/A l404 State: Zip: &0/0
Qualifier Name: L1A1-1 td::Pa Oe--7— Phone#:
State Certification or Registration#:(r G D D 3.2,Q3 Certificate of Competency#-
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Penult:S f f'..`T OD,�! SquaWUnear Footage of work
Type of Work: ❑ Addition ❑ Alteration ❑ New ®.Repair/Replace ❑ Demolition
Description of Work: oe. �o eo 7T2-7/G
Specifjr color of color thru We: 00 Arm epl x-
Submittal Fee$ PenMt Fee$ CCF S Co/CC S
Scanning fee$ Radon Fee$ DBPR S Notary$
TechnolM Fee$ Training/Eduction Fee$ Double Fee S
Structural ReVWWS S Bond$ 6�C 7
cBondmg Company's Name(if applicable)
Nh
Bonding Company's Address !�/A
City State Zip
Mortgage Lender's Name(if applicable) _A?,s1
Mortgage Lender's Address N/A
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with on 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 mus a posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence f such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 77 Signatur
IF
OWNER or AGENT TRACTOR
The foregoing instrument was acknowledged before me this The foregoing instru t was acknowledged before me this
---rr----2 day of 20 14 by If day of / ,20 14 ,by
1G�V�IGl� 611AVogyawho is personally known to Ar�i��16J" who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: ��✓ �"` C' Sign:LA �` !✓2v _
il
Print: Print:
UNTI610 'L t 0 caildx3•wwo�6w � '•
Seal: 6102 64 3' 41
Seal: 6fCO16 1d*uolxslwwo3 a. ,
6Ct016,M!Yq> 0 '_= xplJoll M o111S-oll,,d�,,O, �€
�01�1!to d ZNpN SV53NVB A 1IdVAns
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AV fell
APPROVED BY Plans Examiner Zoning
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
CGCO02283
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS. (®,
Expiration date: AUG 31, 2018
a 'a
RODRIGUEZ, EDUARDO
STATE GENERAL CONTRACTOR INC r
622 SE 5TH AVE
HIALEAH FL 33010
ISSUED: 09/0112016 DISPLAY AS REQUIRED BY LAW SEQ# L1609010003564
Local Busi ness Tax fbcei Pt
Miami-Dade County, State of Florida
-THIS IS NOT A BILL-DO NOT PAY LBT
4230223
BUSINESS NAM E/LOCATION RECEIPT NO. EX EXPIRES
STATE GENERAL RENEWAL SEPTEMBER 30, 2017
CONTRACTOR INC 4417424
622 SE 5 AVE Must be displayed at place of business
HIALEAH, FL 33010 Pursuant to County Code
Chapter 8A-Art.9&10
OWNER SEC. TYPE OF BUSINESS
STATE GENERAL CONTRACTOR INC 196 PAYM ENT RECEIVED
GENERAL BUILDING BY TAX COLLECTOR
EDUARDO RODRIGUEZ,QUALIFIER CONTRACTOR 45.00 09/28/2016
Worker(s) 3 CGCO02283 0210-16-003337
This local Business Tax i2empt only con-nns per,att of the Incal Business Tax.The I mpt is not a lmanse,
pemit.Ora certi"cation of the holders queii•cations,to do business Haider nest corroy with any govertrnerttat
orrnngoternrc ialregtAakrylawsandreglirenmriswhichWoytothebusiness
The REMPTNO above mat bedis0ayed on all corivremat vehicles-Mwri-Dade Code Sac Ba-D&
® Far,,m inidn, cn visitwww.nianidadea2jNVjcallador
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND
- PROFESSIONAL REGULATION
CGC0022832-� �-
WUED: 09/01/2016
CERTIFIED GENERAL CONTRACTOR a
RODRIGUEZ,EWARD0
STATE GENERAL-CONTRAC-VDR INC
.R
idy�y6 m
IS CERTIFIED under the provisions"of Ch 489 FS.
EM*atim date AUG 31,201e L16090ioD03564
28-Oct-2016 07:29 AM RER Board and Code Adm Div 7863152555 2/2
Department of Regulatory and Economic Resources
MIAM1•DADE Board Adminlstratlon Section
® 11805 SW 26`h Street(Coral Way) - Room 230
Miami,Floridu 33175-2474
'relephone 786-315-2573 Fax 786-315-2570
www.mlamidade.gov/development
MEMO
TO: All Du'1 in O l in M!*a:Ti Dade County
FROM: f<Se_Cretaryvek� hBoard
Board of es and Appeals
DATE: October 24"', 2014
SUBJECT: Certificate of Reinstatement
State General Contractor Inc.
Eduardo Rodriguez, Qualifying Agent State License#CGC002283
622 SE 5 Avenue (General Contractor)
Hialeah, Florida 33010
As a result of the Board of Rules and Appeals meeting held on May 17"', 20121 it was previously
advised that the above Contractor's permitting privileges were administratively suspended in Miami-
Dade County. This is to inform your Department that the above Contractor's permitting privileges
have now been ADMINISTRATMEE'X'REINSTATED in Miami-Dade County.
If you have any questions concerning this matter, please do not hesitate to contact Daniel Vuelta,
Contractor Enforcement Supervisor at 786-315-2562 or ivia email at DV045@miamidade.gov.miamidade.gov.
Oct 27 16,02:57p The Solution Insurance In 305-595-6947 p.1
/tid�f�T DATE(A1M/DDjM)
CERTIFICATE OF LIABILITY INSURANCE 10/27/2016
TKS CMTIFICATE 15 IS611I:0 AS A M^rMR OF INFORMATION ONLY AND CONMRS NO JMGstTfi UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DGM NOT AF=FIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THZ COVERAGE AFFORDED BY THO POLICIES
ISELOW. TH18 CFRTiFICATH OP INSURANCE 00" NOT CO"TRUTZ A CONTRACT Bf:TWIWA THE ISSUING INSURER94. AUTHORIZED
WIFRESEKTATIVI=OR PRODUCER,AND THE CERTIFICATE HOLDER.
IIMPOR'I'ANr, If 9;Certliiasla holder Y an ADDITIONAL IN$URf.D,ew poliglles)RWst t.wxkwsrd. If SUBROGAZON 13 WAIVED,subject to
tha tams Ind COndfdam of the policy,aarlafn poltesm msy require an arxim anent A statemottt an thb oinmi6A doss riot c4 fw rights to the
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PRODUCER
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MSW 72nd St, ate 7 awleolUt;j*njnGUranC®Ie11a0Uth.n4t
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THIS IS TO CERTIFY THAT THEA POLICIES OF INSURANCE LiaTp-D BELOW NAVE BEEN ISSUED TO TH INlSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTOMSTANDINO ANY REQUIREMENT,TBMIi OR CONDITION OF ANY CONTRACT TO WHICH THIS On OTHER DOC:UM
CERTIFICATE MAY SE ISSMD OR Uky PERTAIN. THE .NSUt MOS AFFORDED Ery THE POLICIES 1}EEKT WITH RESPECT
BCItIBPD HEREIN IS SUBJECT ALL TNI'_'/FRMS,
ELUSIONS AND CONDITIONS OF:SUCH POLICIE&LIMITS SHOWN MAY MV;A6EN mot REDUCED By PALD CLAIMS.
LrR TYPE Of INSURANCE LICY temstn La1R8
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C0NTiM0I'ORS;0PERAT2Ova 4 R owx=,LIC No.CGCG 0228.3
CERTIFICATE HIDE. CANCELLATIO
N iawi Shore Village Bldg.Dept. THE EXPIRATION BATE TIOULD ANY OF HE A90VEDESOF NOTICE Pw I WIES LL, BEAD ELLE
IVERED OIINN
10050 NE 2etl Ave. ACCORDANCE WITH THE Gr
Mawl Shore,FL 33138 Atf11a0Rt7�p RFAfi6sa
ACOR02$(26IN04 0 1988-2013 ACORD CORPORAT*N.Allrfahtssarved,
) Tho ACORD name and logo ora rereglfitated marks o{A.CORD
4 `OR s h Miami shores Village
sell . , 6151st" Building Department
10050 N.E.2nd Avenue
R�IpA Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: q2 5 Nt % E i, LL C
Property Address:_ _ q2 5".,Vd VA" '.57; .—
Roofing Permit Number:
Dear Building Official:
I _ /V.4cio V i l/RA .--VA certify that I am not required to retrofit the roof to wall connections of my
building because:
XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
W_— / -,—
ICAvAG0 vILl,,L1NV6y1&
Signa re Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me thi 7 �alL
MARIALYS
_. QUINTANA
� .r.
MY COMMISSION#FF065860
Notary Public Sate of Florida of Large -..�o,,���° EXPIRES may 117, 20,,
FloridallotaryService.com
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Property Search Application - Miami-Dade County Page 1 of 1
Y APPRAISER
OFFICE OF THE PROPER
Summary Report
Generated On: 11/3/2016
Property Information
Folio: 11-3206-014-3100 .
# VIII
Property Address: 925 NE 95 ST
Ar
Miami Shores,FL 33138-2517 , w�
Owner
BERYL M GALLOWAY ET AL LE
REM JOHN WILKINSON 1
Mailing Address
925 NE 95 ST
MIAMI,FL 33138-2517 :,
Primary Zone 1400 SGL FAMILY-3001-3250 SQ�
0101 RESIDENTIAL-SINGLE
Primary Land Use
FAMILY: 1 UNIT
Beds I Baths/Half 3/2/0
s,l
Floors 1
Living Units 1 ) mak„
Actual Area 2,230 Sq.Ft r
Living Area 1,817 Sq.Ft
Adjusted Area 2,023 Sq.Ft Taxable Value Information
Lot Size 11,292.71 Sq.Ft 20161 2015. 2014
Year Built 1951 County
Exemption Value $50,000 $50,000 $50,000
Assessment Information Taxable Value $115,937 $114,784 $113,477
Year 2016 20151 2014 School Board
Land Value $315,860 $344,649 $214,686 Exemption Value $25,000 $25,000 $25,000
Building Value $140,801 $140,801 $139,126 Taxable Value $140,937 $139,784 $138,477
XF Value $0 $0 $0 City
Market Value $456,661 $485,450 $353,812 Exemption Value $50,000 $50,000 $50,000
Assessed Value $165,937 $164,784 $163,477 Taxable Value l $115,937 $114,784 $113,477
Regional
Benefits Information Exemption Value $50,000 $50,000 $50,000
____._.__.......___.__._......_.._ _. ._.........._... ..........-
Benefit Type 2016 2015 2014 Taxable Value $115,937 $114,784 $113,477
Save Our Homes Assessment
Ca Reduction $290,724 $320,666 $190,335
Cap Sales Information
Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price' OR Book-Page Qualification Description
....._...._.._______.._
Second
Homestead Kxemp:fion:=$2__
5,000 $25,000 $25,000
Note:Not all benefits are applicable to all Taxable Values(i.e.County,
School Board,City, Regional).
Short Legal Description
MIAMI SHORES SEC 3 PB 10-37
LOT 18 LESS W21.03FT&LOT 19
BLK 76
LOT SIZE 78.970 X 143
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 11/3/2016
"Fi.6RADADEPARTMIENT OF STATE;
1CORPORATIONS } rt.
Detail by Entity Name
Florida Limited Liability Company
925 NE 95, LLC
Filing Information
Document Number L16000162978
FEI/EIN Number NONE
Date Filed 08/30/2016
Effective Date 09/01/2016
State FL
Status ACTIVE
Principal Address
925 N.E. 95TH STREET
MIAMI SHORES, FL 33138
Mailing Address
925 N.E. 95TH STREET
MIAMI SHORES, FL 33138
Registered Agent Name &Address
VILLANUEVA, IGNACIO
925 N.E. 95TH STREET
MIAMI SHORES, FL 33138
Authorized Person(s) Detail
Name &Address
Title MNG
VILLANUEVA, IGNACIO
925 N.E. 95TH STREET
MIAMI SHORES, FL 33138
Annual Reports
No Annual Reports Filed
Document Images
08/30/2016 -- Florida Limited_Liability View image in PDF format
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 11/3/2016
5�c
SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. --I—\.L_Renailing wood decks:When replacing roofing,the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. l\J Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,
roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of
maintaining the appearance.
6. 1\-f Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers(wall outlets)are not provided. It may be necessa to install overflow
scuppers in accordance with the requirements of Sections R4402, R4 and 4 13.
Ow r/Age s Signature Date Co or Si Date
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
.. ... . . . . . ..
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ROOF ASSEM ,LI S. ,ND OP STRUCTURES
Florida Building Code Sth Edition (201
. i
High-Velocity Hurricane Zone Uniform Permit At r i
i
Section A(General Information) F. W 1
1
Master Permit No. — Process No. 1
Contractor's Name
Job Address__
1
ROOF CATEGORY 1
❑ Low Sloe 1
P ❑ Mechanically Fastened life � Mortar/Adhesive Set Tiles 1
❑ Asphaltic Shingles13 Metal Panel/Shingles ❑ Wood Shingles/Shakes
+ 1
RECEI ❑ Prescriptive BUR-RAS 150 1
MR ROOF TYPE❑ New oofair 13MaintenanceReroofing ❑ Recovering_I ROOF SYSTEM INFORMATION 1
Low Slope Roof Area(SF) m Steep Sloped Roof AREA(SSF)_*d6 otal(SF) . 9154_
I
Section B (Roof Plan) 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains.Inciude dimen-
sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1
1
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SUBJECT TO COMPLIANCE WITH ALL FELL
FLORIDA BUILDING CODE—BUILDINGt 5t-EDITI�.?N11414); 6TATF AND COUNTY RULES AND REGULATIONS 15.37
■ ' I ' I ' Copyright y,or 1:-o0ed by XC fALL1tIG , un pursuant to License
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*mat�.tiled a w s mt.+r m�ea�t 6aq�aa tqe �sodas by
B�+sw�e+at c �a stB�ls and spa.
Ar Upft bmd db nos nam Metlrad 3.Compared the vsku tar r wi&dw
vdm ft&v aw r v ao WO phraatrr Naw er sod to Bae X va=4 ar sada
Meftd 3*CTpiBft Banal The Gia»Per RAS Ur
A'ci._.._s1:,_,,..mo.,,,_,s m«�–�t►s�.,rc eas8:.,.._• F�ONOA In,,,.,,,.,
mi_ m k—_,.,,,,_.: ws :.�– _ cls8rs F o_._ MOA Y$`........
NOAp"
to ftd
vwp— qr oram Must or an
tooT
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••• • • • ••• • •
MIAMFQADE
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/economy
Boral Roofing,LLC
7575 Irvine Center Drive,Suite 100
Irvine, CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to 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: Boral Villa 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.12-0308.20 and consists of pages 1 through 7.
The submitted documentation was revieyied by Gaspar.J Rpdrigtw-
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•• • • • • • • • •
• •• • • • • • ••• NOA No.: 16-0711.04
MIAMFWIDE COUNTY •• • ••• • •
Expiration Date: 09/21/21
Approval Date: 09/01/16
•�• .�+ Page I of
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ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake
Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure
requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by
calculations in compliance with RAS 127 using the values listed in 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
Boral Roofing Villa 900 Length= 17" TAS 112 Low profile, interlocking,high pressure extruded
Width= 13" Type I b concrete roof tile equipped with three nail holes
Y21' thick Class III and double rolls. For direct deck,batten,mortar
or adhesive set applications.
Trim Pieces 1 =varies TAS 112 Accessory trim,concrete roof pieces for use at
w=varies ridges, hips and rakes.
varying thickness
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Description Manufacturer
(With Current NOA)
ICP Adhesives Polyset AH-160 Two component polyurethane ICP Adhesives and Sealants,Inc.
foam adhesive.
ICP Adhesives Polyset RTA-1 Single component polyurethane ICP Adhesives and Sealants, Inc.
foam roof tile adhesive.
TILE BOND Roof Tile Adhesive Single component polyurethane The Dow Chemical Company
foam roof tile adhesive.
"Tile Tite"Roof Tile Mortar Premixed,pre-bagged roof tile Bermuda Roof Co. Inc.
mortar.
2.2 MANUFACTURING LOCATION
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2.2.1. Lake Wales, FL •� �; ••; ;•; ••
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• •• •• NOA No.: 16-0711.04
MIAMFWIDECOUNTY Expiration Date: 09/21/21
Approval Date: 09/01/16
•'• ••• Page 2 of 7
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2.3 EVIDENCE SUBMITTED
Test Agency Test identifier Test Name/Report Date
Nutting Engineers 13343.1 TAS 112 Apr. 2006
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102 &TAS 102(A)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix Il TAS 108(Nail-On)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied 94-060B Static Uplift Testing March, 1994
Engineering, Inc. TAS 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108(Mortar Set)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
TAS 108 (Nail-On)
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test 4MDC-76 TAS 100
The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995
Engineering, Inc. 25-7183-2 TAS 102
(2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7214-2 Static Uplift Testing March, 1995
Engineering, Inc. 25-7214-6 TAS 102
(1 Quik-Drive Screw,Direct Deck)
(I Quik-Drive Screw,Battens)
Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998
Testing Services 520109-2 TAS 101 Dec. 1998
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996
25-7804b-8
25-7804-4 &5
25-7848-6
Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16
Walker Engineering, Inc. Evaluation Calttldtidns .'Tvso ra**Adhesive Set System April 1999
Walker Engineering, Inc. Evaluation Caltwlatrls: :isvi rin;Uoment Due to Gravity 09/01/16
American Test Lab of South RT0617.61-1�** TAS 112 06/29/16
Florida
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•• •• NOA No.: 16-0711.04
MIAMFO�PROVED NTY Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 3 of 7
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3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS
106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the 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 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w }
Tile Profile Weight-W(Ibf) Length-I (ft) Width-w (ft)
Villa 900 Concrete Tile 10.90 1.42 1.08
Table 2: Aerodynamic Multipliers - A (ft3)
Tile A (ft3) A (ft3)
Profile Batten Application Direct Deck Application
Villa 900 Concrete Tile 0.291 0.315
01
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)
Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or
Profile greater
Villa 900 Direct Direct Battens Direct Battens Direct Battens Direct Battens Direct
Concrete Tile Deck Deck Deck I I Deck Deck Deck
7.70 7.62 6.56 1 7.50 6.42 7.34 6.26 7.15 6.08 6.95
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',' ;• NOA No.: 16-0711.04
Mu►rtFor►necouNnrNNW Expiration Date: 09/21/21
PROVED Approval Date: 09/01/16
Page 4 of 7
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Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mechanically Fastened Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" plywood) (min. 19/32" plywood)
Villa 900 2-1 Od Ring Shank Nails 27.8 37.4 28.8
Concrete Tile 1-1Od Smooth or Screw 8.8 11.8 4.1
Shank Nail
2-10d Smooth or Screw 16.4 21.9 7.1
Shank Nails
1 #8 Screw 25.8 25.8 22.9
2 #8 Screw 47.1 47.1 49.1
1-1Od Smooth or Screw 24.3 24.3 24.2
Shank Nail Field Clip)
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw 35.5 35.5 34.8
Shank Nails Field Clip)
2-10d Smooth or Screw 31.9 31.9 32.2
Shank Nail Eave Cli
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Paddy Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Villa 900 Concrete Tile Adhesive' 26.12-3
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company Tile Bond one-component foam, minimum weight per paddy 11.4 grams.
3 ICP Adhesives Polyset®RTA-1 one-component foam, minimum weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Paddy Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Villa 900 Concrete Tile ICP Adhesives Polyset®AH-160 two-component foam 86.614
ICP Adhesives Polyset®AH-160 two-component foam 45.5
4 Large paddy placement of minimum 54 grams.
5 Medium paddy placement of minimum 24 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile .. •.. Tile Attachment
Profile A ' IicatCor3 : Resistance
Villa 900 Concrete Tile Se 20.60
Tile-Tite Roof Tile Mortar.
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" •• NOA No.: 16-0711.04
MIAM4QADECOUNTY Expiration Date: 09/21/21
Approval Date: 09/01/16
• • • ••' Page 5 of 7
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5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,
or following statement: "Miami-Dade County Product Control Approved".
LABEL FOR BORAL VILLA 900 CONCRETE TILE
(LOCATED ON THE 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.
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•• • • • • • • • •
' '• • •• NOA No.: 16-0711.04
MIAMFOMIDE COUNTY •• • •• • ' ♦ Expiration Date: 09/21/21
_APPROVE Approval Date: 09/01/16
':' : : : •:• : :
Page 6of7
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PROFILE DRAWING
NlaH holes
-- 1 1I2"
•� B
Overkxlc
21/811
17" J,
Underlock i
13"
VILLA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
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NOA No.: 16-0711.04
WMAMMADECOUNTYM Expiration Date: 09/21/21
Approval Date: 09/01/16
• • • • • • . • Page 7 of 7
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MIAM�
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/economy
Polyglass USA Inc.
1111 W.Newport Center Drive
Deerfield Beach,FL 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control 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 reqreat of the Buikiingpfficial.
This NOA renews and revises NOA No.14-0717,18 and co�s;sts&pages*
f through 8.
The submitted documentation was reviewed by Gaspar J Rodriguez.
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NOA No.: 15-0410.04
IMADECOU NTY Expiration Date: 09/13/21
••• ••• Approval Date: 08/11/16
• ••• Page 1 of 8
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ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: SBS ,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick IR-Xe 65'x 3'33/8" ASTM D 1970 A fine granular/sand top surface self-adhering,APP
Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced,bituminous
Location#1  60 mils thick sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice&rain shield.
Polystick Dual Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering, glass-fiber/polyester
Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a
Location#2 metal roofing and roof tile underlayment.
Polystick Tile Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering, glass-fiber/polyester
Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal
Location#2 roofing and roof tile underlayment.
Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced
Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile
Location#1  underlayment.
Polystick TU P 32'10"x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass-
Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface
Location#2 designed for use as a tile roof underlayment.
Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester
(Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
Manufacturing roofing and roof tile underlayment.
Location#I 
Polystick MTS 65'8"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film
Location#2 on the upper surface for use as an underlayment for metal
roofing,roof tile, slate tiles and shingle underlayment.
Polystick MTS Plus 65'8"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film
Location#2 on the upper surface for use as an underlayment for metal
roofing,roof tile,slate tiles and shingle underlayment.
Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Pol ester reinforced, SBS modified bitumen membrane
ASW D 61: 644•:w�th*a sandaa tack face and a granule top surface. For
•
Manufacturing • •
Location#2 .. . . *ut oivotilt underlayment systems.
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NOA No.: 15-0410.04
MAM{OADE COUNTY
...• i, �' ••• ••• Expiration Date: 09/13/21
• Approval Date: 08/11/16
• ••• Page 2 of 8
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MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven,FL
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
Trinity ERD P10870.09.08-R1 TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.11 TAS 103 03/02/11
P33370.04.11 ASTM D 1623 04/26/11
P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11
P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11
P40390.08.12-2 ASTM D 1623 08/07/12
P37590.07.13-1 ASTM D6164 07/02/13
P45270.05.14 TAS 103, TAS 110 &ASTM D1623 05/12/14
P46520.10.14 ASTM D1623 10/03/14
P44360.10.14 TAS 103 &TAS 110 10/07/14
P43290.10.14 ASTM D 1970&TAS 110 10/17/14
PLYG-SC10130.06.16-3 TAS 103 &TAS 110 06/27/16
PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06
PUSA-055-02-02 TAS 103 12/10/07
PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798 &G155 04/01/08
RX14E8A TAS 103/ASTM D4798 &G155 11/09/09
DX23D8B TAS 103/ASTM D4798 &G155 02/18/10
DX23D8A TAS 103/ASTM D4798 &G155 02/18/10
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable 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.
MIAMFQADE COUNTY
.•
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
.. ... . . . . . ..
1.This Notice of Acceptance. • .
fidi me WpI�cfab�ebu�rd ng code in order to properly evaluate the
2.Any other documents required by the Building of
installation of this materials.
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NOA No.: 15-0410.04
MW"MADE COUNTY Expiration Date: 09/13/21
• -, : •:• Approval Date: 08/11/16
• • • ••• • • • Page 3 of 8
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INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type 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 IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick
TU P,Polystick TU Plus.Polystick MTS or Polystick MTS Plus, self-adhered.
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Elastoflex S6 G,hot asphalt applied
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type 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)
Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and minimum 6"vertical
laps.
Membrane: Polystick TU Plus,self-adhered.
Surfacing: See General Limitations Below.
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NOA No.: 15-0410.04
MtAMIOADE COUNW Expiration Date: 09/13/21
� • • • i Approval Date: 08/11/16
• • • • ••• • • • Page 4 of 8
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INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels, and
sweep the deck thoroughly to 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-'/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.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus may be
used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry
slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times;not to exceed the preceedilhg n4x0Wn:tine.Tilnitations.
. Eljosure Qr4ditdns Mays)
MTS IR-Xe last; ex AJ 0 •TUP Tile Pro Dual Pro TU Max MTS Plus
S6 G Plus
Winter Haven FL 180 90 ••1-80 481 •18a• 180 180 180 180
Hazelton,PA N/A 90 '. Bi/4 ItO /A• N/A N/A 180 N/A
. .. . . . . . ..
NOA No.: 15-0410.04
iMAlMMADE COUPNMW Expiration Date: 09/13/21
�� ••• ••• Approval Date: 08/11/16
• ••• Page 5 of 8
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7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
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 Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope
shall be as follows: (See Table Below)
Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick
S6 G Tile Pro,Dual Pro TU Max MTS Plus
Flat Tile Prohibited 4:12 6:12 6:12 5:12
without battens
Profiled Tile Prohibited 4:12 6:12 6:12 4:12
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall
be utilized during loading and installation of tiles.
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—two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles—for
all underlayments except Polystick MTS which shall be loaded onto battens.
Roofing Tiles
(6 Max Per Stack►
m 12
0 6I
U) rq
N
r
r0
fbot Deck prepared with
POLYSnCK TU Rus
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NOA No.: 15-0410.04
M MICADE COUNTY= Expiration Date: 09/13/21
••• ••• Approval Date: 08/11/16
• ••• Page 6 of 8
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11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU
Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro,
Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick
TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the
Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire
testing results.
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
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 Miami-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,
XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations#9 and#10.
6. Battens and/or Counter-battens, as required by the tile manufacturers NOA,must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/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 acaor;i tslhed b' ayplying Polyglass Polyplus 55 Premium Modified
Flashing Cement,Polyglass Polyplu��0 n1iW* l k�hing Cement,XtraFlex 50 Premium Modified
Wet/Dry Cement,Polyglass PG500.161B Vldshing CBmeht 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•int�ts in eitier4rectio%. ijw repair should be installed in such a way so
that water will run parallel to or 8YOr the tgp of t1ljtips of:h:patch.
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NOA No.: 15-0410.04
MANICADE COUNTY Expiration Date: 09/13/21
;�- ••• • • •• Approval Date: 08/11/16
• Page 7 of 8
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10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association(NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
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NOA No.: 15-0410.04
MNAMR ADE COUNTY Expiration Date: 09/13/21
. . ••• • • • ••• • • Approval Date: 08/11/16
i i•••i i i i i•••i
Page 8of 8
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1 �
Flu
MIAMFWQE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISIONT(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamidade.aov/economy
(flInn DD W
ICP Adhesives and Sealants,Inc.
12505 NW 44"Street
Coral Springs,FL.33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: ICP Adhesives Polyset®AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been 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.4t gWcQuest pf the$uiWjng Official.
This NOA revises NOA 14-0805.01 and cons%ts d1f.*0*e$ t tl:ro:tgtt 11'.•
The submitted documentation was reviewedTy A181 Tittra.' ' ' ''
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NOA No.: 16-0315.01
MIAMI-DAD,COUNT? •• ••• b• :• :• Expiration Date: 05/10/17
Approval Date:04/07/16
... ... Page 1 of 11
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ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described
in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low,and high profile roof tile systems using ICP
Adhesives Polyset®AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive
Polyset®AH-160
ICP Adhesives Foam N/A Dispensing Equipment
Dispenser RTF1000
ICP Adhesives ProPack® N/A Dispensing Equipment
30& 100
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
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
00
Q OV.Volume Change @158°F., 100%Humidity, 2
.. �raeks
Closed Cell Content f4TM b 19;6•• ;41.•••
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and•dre 946ject ftnptmial ftf►ufaCturing variation.
•• • • • • NOA No.: 16-0315.01
MIAMMAD:COUNTY •• '•• ••' '' Expiration Date: 05/10/17
Approval Date:04/07/16
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EVIDENCE SUBMITTED:
Test Ageney 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[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset'AH-160 shall solely be used with flat, low, &high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code..
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•• • • • • • NOA No.: 16-0315.01
MAMWAD,COUNTY ..• :• '•• 000 :• Expiration Date: 05/10/17
Approval Date:04/07/16
0:0
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•• • • Page 3 of 11
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INSTALLATION:
1. ICP Adhesives Polyset'AH-160 may be used with any roof file assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset® AH-160.
2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and
Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the"B" component shall be maintained between
1.0-1.15 (A): 1.0(B).
6. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP
Adhesives ProPack®30& 100 dispensing equipment only.
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset®AH-160 has been dispensed.
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the
'Placement Details'herein. Each generic tile profile requires the specific placement noted herein.
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Y
• • • Y • • . • NOA No.: 16-0315.01
MIAMFDADE COUNT? ••• i• i•• •• i• i• Expiration Date: 05/10/17
Approval Date:04/07/16
•Y• • • • • ••• • •
Page 4of11
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Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram
Area Weight
Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65
Profiles
Flat,Low,High Profiles #1 17-23 sq. inches 45-65
Flat Profile #2 10-12 sq. inches 30
Low Profile #2 12-14 sq. inches 30
High Profile #2 17-19 sq. inches 30
Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead
edge)20-25 sq. inches each
bead
Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami-
Dade County Product Control Seal as shown below.
MIAMI A 677 COUNTY
IAPPROVED�
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
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MIAMFDiADE COUNTY ': :. • .• : : :. :. NOA No.:16-0315.01
IAPPROYED[ •• ••• Expiration Date: 05/10/17
Approval Date: 04/07/16
Or
Page 5of11
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ADHESIVE PLACEMENT DETAIL#1
I"
ttuostgIt plastic c•es°nt paddy 19•n•athT") Flat/Low Profile Tile
iMAa+rYqulrod}\ //,/'\ _mss`
Und•rt.ytn•"t is '�•` 1. Starting at the eave course,apply a minimum 2"
r� r (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
' ,o irm..e �, ,/� `� of the rile being set.
Hatt•tss optional ~�
c,Ytc•Ytt•� 2. Continue in same manner.Insure approximately 17
' (109.7 cm2 —23 148.4 cm2)square inch adhesive
( )
contact with the underside of the tile.
Fault
1
Erw•Closure ra'
Nail through plastic cement Medium Profile/ Double Pan Tile
(when requited)
Podgy{a nvalh ra.l 1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
Und•slayrnent
paddy onto the underlayment positioned as shown
under the Pan portion of the tile closest to the
• �,� '`�,y ..,� Overlock of the file being set.
lona:
\ %t 2. Continue in same manner. Insure approximately 17
Battens optional � ®
(109.7 cm)—23 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
to Im on
s"ff SaveCloswe
Ea"Course-- �X a� / \ ._.Fascia
Na dwough plastic COTWnt High Profile/Single Pan Tile
(when teduked} / �.p ddy IB.n•nh riM) g
l,t,�Ytl,y„,,; t\�; `. 1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
• � s
to in.a `4 1 under the pan portion of the file closest to the
:In.wid• / -1. \ overlock of the tile being set.
% f;;
a
2. Continue in same manner. Insure approximately 17
B
°p1iOnal �' �`'� (109.7 cm2)—23 (148.4 cm2)square inch adhesive
�•;;, ,,/ conWpt with the underside of the tile.
► Eaw Couto '• • • • • • • • •
00
loin. `)in.
Eare dosurc
,. � otlp edge
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•• *a NOA No.: 16-0315.01
MIAMFQADE COUNTY • •• • • • •• ••
• t •• 000 • Expiration Date: 05/10/17
Approval Date:04/07/16
••• ••• •
Page 6of11
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ADHESIVE PLACEMENT DETAIL#2
N"U thtrough pla.ih cement Paddy 16""th Tile) Flat/Low Profile Tile
(wtUn*nre uwed) 1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
• \�` ~' _ strengthening rib of the the closest to the overlock of
the tile being set.Insure approximately 17(109.7 cm2)
23 (148.4 cm2)square inch adhesive contact with the
Eaw Countunderside of the tile.
� ''
2. At the second course,apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
EavaClowre.�_!,'� �,
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2)- 12(77.4 cm2)square inch adhesive
contact with the underside of the tile.
Nail through plastic cement Medium Profile/Double Pan Tile
(when requiredl
Paddy lBeneath TN•) l. Starting at the eave course,apply a minimum 2"(50.8
/�•vY' '"'— mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
pan porton of the tile closest to the overlock of the
in. the being set.Insure approximately 17(109.7 cm2)—
tin. / , �. 23 (148.4 cm2)square inch adhesive contact with the
- underside of the tile.
Battens optional
2. At the second course,apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
E.°.Closure underlayment positioned as shown under the pan
EavCour. � Fascia f portion of the tile closest to the overlock of the tile
r r �i•' �! �
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2)- 14(90.3 cm2)square inch adhesive
contact with the underside of the tile.
•. ... • (Irstruoitans continued on next page)
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•• • • • • • NOA No.: 16-0315.01
MIAMI OADE CCNJNTY • •• • • + .+ ••
• t , •• ••• ° • ° Expiration Date: 05/10/17
Approval Date:04/07/16
••• • ° ° Page 7 of 11
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ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
Nall through plastic c•gsent High Profile/Sin a Pan Tile
(whenrepuired) // \ �.PaddrlB.n.athTile)
g
( t
1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
f pan portion of the tile closest to the overlock of the
the being set.Insure approximately 17(109.7 cmZ)—
�'" 2'in. `\ J/ % 23 (148.4 cm2)square inch adhesive contact with the
Battensoptia" �n underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
• fave Course— J J' r ` Fascia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
twoophol• underlayment positioned as shown under the pan
loin, , 1 Cow cbswe portion of the tile closest to the overlock of the tile
Drip edge being set.
3. Continue in same manner.Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
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•• NOA No.:16-0315.01
M)AMH DE COUNTY • •• • • • •• ••
•• ••• Expiration Date: 05/10/17
r Approval Date:04/07/16
••� �•�
Page 8of11
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ADHESIVE PLACEMENT DETAIL#3
Nail through plastic cement Paddy(between tiles)
(when required) l. On the cave course only,apply a minimum 2" (50.8
Battens optional mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy
' Paddylundertiie) onto the underlayment positioned as shown,under
�nwddr the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
4x41n. _ to the overlock of the tile being set.Leave
un lepad '�� approximately 4"(10 1.6 mm)up from the eave
single paddy ti - edge free of foam to prevent the expanded adhesive
2 X 4 y from blocking the weep holes. Insure
approximately 17-23 int(109.7-148.4 cm2)of
to is adhesive contact with the underside of the file
2 in. Fascia
— Eavee closure 2. Apply a 4"(101.6 mm)x4" (101.6 mm)x 1" (25.4
mm)foam paddy onto the underlayment just below
Fiat/Low Profile Tile the second course line positioned foam paddy
under the strengthening rib for flat tile,or under the
Nail through plastic cment Single paft under tie pan portion of the tile,closest to the underlock for
(when required)
Paddy(between tiles) the second course the to be installed. Insure
approximately 8-9 int(51.6-58.1 cm2)of adhesive
Battens Paddy(under tae) contact with the underside of the tile.
owl �-, til
sin9lepa
�ontopol' (Instructions continued on next page)
/ 4X4in. ~ 2x4in.
�yymentt -
dery .+.
t0it6 '�. tin.
--Eave Cbsure
Eave Course Fascia
Medlum Profile Tile
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•• NOA No.: 16-0315.01
M)AMFW1i)E COUNTY ..' :° :.. °.' :• :• Expiration Date: 05/10/17
r Approval Date: 04/07/16
••• •••
Page 9ofIt
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ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
NaU through plastic Single paddy under We
(when required) 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x 3/a"
Paddy lief files) (19 mm)paddy on top of the eave course tile
Paddy(ndertik) surface as shown,on top of the strengthening rib
°puon'I -' for flat file or on top of the pan portion of the tile,
sin* closest to the underlock of the first course of tile.
un eraas Install second course of tile.Insure approximately
4x4in. _ 9(58.1 cm2)- 11 (71cm2)square inch adhesive
contact with the underside of the tile at the overlap
2x4in
Shoe and 7 (45.2 cm'-)-9(58.1 cm)square inch
paddy on -.
iopoiith- adhesive contact with the underside of the rile at
the head of the tile. Continue in same manner.
EareCourse •� Fascia
Weephole
to in. 2 in. Save dosure
Drip edge
High ProflleTile
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•• • • • • • NOA No.: 16-0315.01
Muu�Eou4De courlrr ••
:0 '•• :• :0 Expiration Date: 05/10/17
Approval Date:04/07/16
... . •.. Page 10 of 11
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ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starting at the eave course,apply a minimum 2"
i►Pince enough adhesive to achieve 65 to 70 sq in. Steep pitch applications n contact with the pan tile. re
(when quired) (/l 50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
2)Tum coven upside down.Place adhesive in paddy onto the underlayment positioned as
to t in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave
Then install the tile.Ensure 20 to
2S sq in.contactarea. -".e tiles from rocking until adhesive has a chance to
Underialmucct - cure.
2. Continue in same manner bringing two pan
- - courses up toward the ridge.Insure
approximately 65 (419.4 cm2)—70(451.6 cm2)
( square inch adhesive contact with the underside
Sheathing
of the pan tile.
Eave closure
(nwUr n) 3. Turn covers upside down exposing the underside
weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave
pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile from the outside edge of the rile,inward,free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20(129 cm2) -25 (161.3 cm2)square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required,2"(50.8
mm)x 4"(101.6 mm)nailers or the tie wire
system using galvanized, stainless steel,or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
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•• • • • • • • • • NOA No.:16-0315.01
M AMMADE COUNTY •'• ' '•' �' ' '• Expiration Date: 05/10/17
�® Approval Date:04/07/16
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