RF-19-2657Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
- r J�11P!Ci5
Issue Date:11/20/2019
Location Address Parcel Number
2 NE 109TH ST, Miami Shores, FL 33161 1121360110400
Contacts
Permit NO.: RF-1 1 -19-2657
Permit Type: Roof
Work Classification: Tile
Permit Status: Approved
Expiration: 05/18/2020
IVONNE BATANERO Owner
2 NE 109 ST, MIAMI SHORES, FL 33161
Business: 7863265095
PERKINS ROOFING CORPORATION Contractor
DEAN CURTIS PERKINS
575 NW 152 ST ****
Business: 3056876521 sales@perkinsroofing.net
Other:7862778486
Description: SANTA FE CLAY TILE RE ROOF Valuation: $ 27,660.00 Inspection Requests:
Total Sq Feet: 2,568.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$16.80
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$5.60
Roofing Fee
$250.00
Scanning Fee
$9.00
Technology Fee
$7.50
Total:
$346.40
Payments
Date Paid Amt Paid
Total Fees
$346.40
Check # 4950
11/20/2019 $296.40
Check # 4951
11/07/2019 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
1124, . ✓%
Authorized Signature: Owner / Applicant / Contractor / Agent Date
November 20, 2019 Page 2 of 2
Miami Shares Village .J 1 D
,
Building Department
1.0050 N.E.2nd Avenue, Miami Shores, Florida 33133 _
Tel: (305) 795-2204 Fax: (305) 756-8912 Ly�
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC GU
BUILDING Master Permit No..................................................................
3
PERMIT APPLICATION Sub Permit No. .......��.11 `zbS
J.................................
�11U11...DING ❑ ELECTRIC ROOFING; ❑ REVISION ❑ EXTENSION ❑RE.NEWAL
[]PLUMBING F] MECHANICAL ❑PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP
G 1 CONTRACTOR DRAWINGS
JOBADDRESS: IO -111 S-1
Cit_y,_ Miami Shores County: Miami Dade Zip;._.
Folio/Parcel#: 11-2N0- off —C>4 Is the Building Historically Designated: Yes NO
Occupancy Type: _ __...—_ Load: — _-- Cor:strrction Type: _Flood 7one: —_ BFF
OWNER: Name iFee Simple Titl�holder):_.J_--TyOwr)e. l.Y./ em Phone#:_
IViCc1C�1
City. Miami .S K.re..............................................................State:..............—�L......... ............................
Ierant/Lessee Name:
Frill it
FFE:
Zip:........33110_l ..................
Phone#:
CONTRACTOR: Company Name: r YT 11 ns I ocA21 nq ` rp- Phone#:
/.dressA: / 5 &IW i 52nd ST
City:N,
t...........A....................... __...................... ...._.-.---._...__......_............... ........-- — Statr_: -..._...........- L.............................-.-. _Zip..........�...�?..............................................
X'(Y`�In S �(, ��Z�Qualifier Name:
Stale Certification car Registral:ion It: Cl:efA Z-3 S(o Certificate of Competes{:y if:
DESIGNER: .Architect/Engineer:......... .....................................................................Phone#,:...............................................
Add ress: City: State: yg Zip:
Value of Work for this Permit: $0-71 660, 0a Square/Linear Footage of Work:
Type of Work: ❑ Addition f ❑ AAlterattiionj 1❑ New ❑ Repair/Replace ❑ Demolition
Descriptionof Work:......�.lr���.r1_._.!_.q...............1...:Pl..........._1. l...�...f-%.-...............L....L.....1.'E�..... -._....... ��..... I a.�....._............................. ....... ..... ...... ....................................................................... ........................... ....................
,Specify color of color thru tile:
Submittal Fee $ Do 1 Permit Fee $
Scanning Fee $ ..... ........................._.... ............ _......... Radon Fee $
Technology Fee $
Structural Reviews $
'14ev.,ed02/24/ 2014)
Training/Education Fee $
CCF $
DBPR $
CO/CC $
.................................................................... Notary $..
... ...................................... ................ ........ ............
Double Fee $ 1
Bond $ �57 oo
TOTAL FEE NOW DUE $
�qV 140
Bondinig Company's Name (if applicable)
Bonding Company's Address
City ^ State
Mortgage Lender's Name (if applicable) ___
Mortgage Lender's Address
City
St�at:e
Zip
7iP
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 ad laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, I IEATERS, 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 1'he issuance of a building perrnilwith an estimmed volue exceeding $2.500, the a:cjplh-,on, rr,ust'
pro,rnise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the pL'r5on
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 nonce, the
inspection will not be approved and a reinspection fee will be charged.
1
Signature Signature .................................._ _..... L..... ....._ Pe-jr .
WYNER or AGENT CONTRACTOR
The foregoing inst.rurnent was acknowledged before me this
S1'
�........................... day of ...._D U. _ ........._............ 20... - _....._. by
who is personally known to
me ar w.,o has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Notary Public SW* of Flafte
• Adrdsna Garold
MI/ Commission Go 091034
or EM*09 04/OtJ WI
The foregoing instrument was acknowledged before me this
^.._.....�.._.....__..... day of�...L11Y....._0C-)�._............................ 2D ......k. ................ L,Y
I toy l Ter 1S. Pt,'Avho is personallto
as rune or who has produced
RE
identification and who did
NOTARY PUBLIC: :o �� Notary Public State of Florida
Rolando Cruz Jr
My Commission GG 126536
o: A Expires 07/20/2021
A�.
Sign:...%........................................................................................
Print: el wart J Cru-7 J r
Sect
*4:-+ t: §:*i 1:1F-- *:c4:'******************i&***t***FT******************************4:k:a:***-:*:a****************N:**4:**4:*N:**
vI
APPROVED BY
Plans Examiner'
Structural' Review
Zoning
Clerk
R�%visedG2/2411201,1
► V
PERKINS
ROOFING
CORP.
License #: CCC042786 & CCC1331944
TO: Gilardoni Inc.
Gilardoni Inc.
12355 NE 13th Ave
North Miami, FL 33161
We propose to furnish all materials,
required to complete the following:
PROPOSAL
Project: Santa Fe "S" Clay Tile
Date: 10/1/2019
and labor, subject to any exclusions listed below,
1. 13" Clay Santa Fe Tile Re -Roof $27,660.00
Description of Services:
---CLAY SANTA FE TILE RE -ROOF --
Specifications of Proposed Work
1. Obtain the roofing permit. We do all processing, you pay permit fee(s) only.
2. Tear off existing roof system a id dispose of debris.
3. Replace any damaged or rotte i decking wood as needed. An allotment of 100 linear feet
of decking wood (total) is includE d at no additional charge. Any additional decking (wood)
discovered over 100 linear feet will be replaced at our cost of $3.00 per linear foot and
invoiced. Any other wood types possibly needed are installed and invoiced at $65. per
man/hr plus the wood cost.
***Note if plywood decking: Anallotment of 2 sheets of plywood (installed) is included at
no additional charge. Any additional damaged plywood discovered over 2 sheets, will be
installed at our cost of $65. per sheet and invoiced to you.
4. Re -nail existing decking and / r sheathing using 8d ring shank nails per revised Florida
Building Code.
5. Install one layer of ASTM 30# f elt using 1-1/4 inch ring shank nails and Miami -Dade
approved tin tags.
6. Fabricate, prime, and install fa tory painted perimeter drip edge metal. This metal is to
be fastened every four inches usi g 1-1/4 inch ring shank nails.
7. Install new 16 inch 26 gage gal anized metal in all roof valleys.
8. Replace all plumbing vent flasngs.
9. Replace all purpose"
ventilators with new.
10. Install ASTM Certified roof tile underlayment.
11. Install 26 gage galvanized hip and ridge anchor metal.
12. Install 13" clay Santa Fe "S" roof tiles, in any standard color. Install tiles set in 3M
Polyfoam tile adhesive. Selection of a more expensive tile will increase the quoted pricing.
13. Install new hip and ridge tiles and point them up with mortar, your choice of color.
14. Clean up and haul away debri daily.
Perkins Roofing Corporati n • 575 NW 152 Street • Miami, FL 33169-6615
305- 42-7663 • 305-MIA-ROOF
w w.perkinsroofing.net
---ADDITIONAL INFORMATION---
1. All roof work done in accordance with the high velocity hurricane zone section of the
Florida Building Code.
2. Permitting and processing is done by Perkins Roofing Corp. for no additional fee.
3. Permit and Engineering fees will be an additional charge to the price given below.
4. Owner interference with permitting, inspections or ladders for inspections will result in a
re -inspection fee charged by the building department to the owner.
S. During re -roof it is necessary to take down gutters, Perkins Roofing recommends
installing a new gutter and downspout system with re -roof. Gutter and Downspout System
will be charged in addition to the given price for re -roof if requested. Re -install of existing
gutters (if kept) will be charged in addition.
6. Financing is available through RenewPace: 1-888-906-3560
---WARRANTY---
Perkins Roofing Limited Warranty of TEN years upon final payment and signed Perkins
Roofing Limited Warranty certificate.
Polyglass Tile Underlayment Material Warranty of TWENTY years upon final payment.
All warranties require free annual maintenance inspections, in order to maintain validity
throughout the duration.
Quantity: 25.5 x Square
Subtotal: $27,660.00
*0% Tax: $0.00
TOTAL: $27,660.00
Terms and Conditions
Includes all service dates, skilled techs, supplies and materials, waste service fee, taxes and insurance.
***COMMERCIAL PROPERTIES MUST PAY WITH CASH, CHECK OR MONEY ORDERS***
PAYMENT TERMS:
50% upon acceptance and mobilization
Remaining net balance due upon substantial completion
BUILDERS RISK INSURANCE:
Owner and GC have risk of loss and may elect at their sole cost to cover such risk by purchasing
Builders Risk insurance to cover materials in transit and/or in temporary storage throughout the
project.
FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND:
Payment, up to a limited amount, may be available from the Florida Homeowners' Construction Recovery Fund
if you lose money on a project performed under contract, where the loss results from specified violations of
Florida Law by a licensed contractor. For information about the recovery fund and filing a claim, contact the
Florida Construction Industry Licensing Board at the following telephone number and address:
1940 North Monroe St.
Tallahassee, FL 32399-0783
Telephone: 850-487-1395
Website: www.mvfloridalicense.com
Perkins Roofing Corporation • 575 NW 152 Street • Miami, FL 33169-6615
305-642-7663 • 305-MIA-ROOF
www.perkinsroofing.net
WINDSTORM INSURANCE:
Please note most insurance companies require re -roof at the following roof ages in order to maintain windstorm
insurance:
3-tab shingle: 15-years-old
Architectural shingle: 20-years-old
Flat roofs: 20-years-old
Tile: 30-years-old
MAKE -A -WISH FOUNDATION:
Partnered with the Roofing Contractors Association of South Florida (RCASF), Perkins Roofing Corp. donates $50
for every accepted roof repair project and $250 for every accepted re -roof
project to the Make -A -Wish® Foundation of Southern Florida. Total donations to -date can be found at:
site.wish.ors/soto/perkinsroofing
CONTRACT PROVISIONS:
1. SCHEDULE: All agreements on project timeline are contingent upon accidents or delays beyond our control
(ie: material manufacturing or distribution delays, rain days, named storms, etc.). In addition, upon acceptance
of the contract, Perkins Roofing mobilization may not be delayed by the building owner(s) or scheduled more
than 60 days in advance to protect the project cost from material price adjustments or increases. Any increase
in material pricing due to delays beyond the control of Perkins Roofing Corporation will be covered by the
owner(s).
2. LIABILITY: It is agreed that Perkins Roofing Corporation is liability insured as per Florida Law, but will not be
held responsible for construction effects such as but not limited to dust, dirt, noise, asphalt, landscape, walks,
drives, sudden rain storms or any accident beyond our control.
3. WARRANTY: Any warranty shall apply to specifications only and does not cover additional damage to
property. Damage incurred by a named storm is not covered under warranties.
4. Damage to roof caused by obvious circumstances such as but not limited to trees, footwear, termites, mold,
additional work done by others, etc. is also not warranted.
S. ANNUAL MAINTENANCE INSPECTION: In the case of long-term warranty (more than ONE year), annual roof
maintenance inspections must be conducted by Perkins Roofing from the effective date of the warranty to keep
valid the Perkins Roofing Corp. Limited Warranty throughout the maximum duration. Any necessary roof
maintenance (as determined by annual maintenance inspections) must be conducted by Perkins Roofing to
ensure the quality of the roof remains unperturbed by external forces as mentioned above.
6. EXISTING STRUCTURE: Perkins Roofing Corporation can not be held liable for undetectable deficiencies
within the existing structure / deck underneath the roofing system.
7. DEMOBILIZATION: If asked to demobilize by the owner, property manager or GC for whatever reason, all
Perkins Roofing Corp. expenses, including profit and overhead will be covered up to the point of demobilization.
8. ADDITIONAL TERMS AGREEMENT: In the event payment is not made as agreed in Terms, all fees incurred in
collection are to be paid by owner or signer.
9. LATE FEES: If payment surpasses 30 days overdue, a late fee of 5% of the total amount due will be charged in
addition to the remaining total amount due. The 5% late fee will be continuously applied every 30 days overdue
unless otherwise specified within the contract.
10. LIEN RIGHTS: If payment has not been received once 45 days overdue, Perkins Roofing Corp. has the right
to process a claim of lien unless otherwise specified within the contract. (Sections 713.001- 713.37 Florida
Statutes)
11. WRITTEN NOTICE: Florida law states written notice must be delivered to Perkins Roofing Corp. regarding
any potential defects and Perkins Roofing must be given the opportunity to correct such defects 60 days prior
attempting any legal action.
12. ATTORNEY FEES: In the event of a legal dispute, the defeated party will pay reasonable attorney fees and
travel expenses related to a legal dispute.
13. ONLINE PAYMENTS: Payments are now accepted through PayPal via the online payment portal for
Perkins Roofing Corporation - 575 NW 152 Street • Miami, FL 33169-6615 -
305-642-7663 •305-MIA-ROOF
www.perkinsroofing.net
residential properties only.
14. CREDIT CARDS (RESIDENTIAL PROPERTIES ONLY): All major credit cards are accepted for residential
properties up to $25,000.00.
15. FINANCING: Perkins Roofing Corporation may assist in providing clients with a third party financing
institution in relation to roofing projects. Perkins Roofing is not held directly responsible for making payments
or arranging financing terms and interest rates.
16. REFERRAL PROGRAM: Perkins Roofing Corp. offers the opportunity to receive a $50 Amazon gift card for
providing any customer referral translating into a project with Perkins Roofing.
17. NAMED STORM PRICING: Potential named storm threats may affect material pricing and availability. In
the instance of a "named storm" landing in South Florida, Perkins Roofing must be compensated regarding
pricing increases and scheduling issues due to material delays or unworkable weather.
18. PROFILE AND COLOR SELECTIONS: Roof shingles, tiles and metal panel profiles and colors must be selected
and approved within fourteen days of the accepted contract or else price may be subjected to regular material
price increases.
19. PRICE QUOTE: This estimate will be automatically withdrawn if not accepted within sixty (60) days.
20. EXECUTION OF CONTRACT: This estimate becomes an executed contract upon signature by both a Perkins
Roofing officer and of the property owner or an authorized signer (property manager).
21. The above prices, specifications and conditions are satisfactory and hereby accepted.
Contractor: ;U4,,6 &y &. 10/1/2019
Perkins Roofing Corporation Date
ACCEPTANCE OF PROPOSAL: The above prices, scope, specifications and conditions are satisfactory
and hereby accepted. You are authorized to do the work specified.
Client: 10/1/2019
Gilardonl Inc. Date
Perkins Roofing Corporation • 575 NW 152 Street • Miami, FL 33169-6615
305-642-7663 • 305-MIA-ROOF
www.perkinsroofing.net
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 1
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Addres,
Roofing Permit Number:
Dear Building Official:
I _ynn mf_ [LI=%km certify that I am not required to retrofit the roof to wall connections of my
building because:
The 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 tion of South orida Building Code (1994 SFBC)
Yonne &4- n�
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposgs and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this S� day of 0cA-D^- 1- o)
Notary Public State of Florida
Rolando Cruz Jr
y c c` My Commission GG 126536
Notary Public, Sate of Florida at Large "�o►ad-' expires07/20/2021
• 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
OFFICE
[1121,11 1 A 9,911 � 1111flAs 9 I'Til
Summary Report
Property Information
Folio:
11-2136-011-0400
2 NE 109 ST
Property Address:
Miami Shores, FL 33161-7040
RANDIC FERNANDO MORILLO
Owner
IVONNE BATANERO
2 NE 109 ST
Mailing Address
MIAMI, FL 33161 USA
1000 SGL FAMILY - 2101-2300 SQ
PA Primary Zone
0101 RESIDENTIAL -SINGLE
Primary Land Use
FAMILY: 1 UNIT
Beds / Baths / Half
2/2/0
__.___-.______.._
Floors
1
Living Units
1 _
Actual Area
1,956 Sq.Ft
Living Area _
1,421 Sq.Ft
Adjusted Area
1,689 Sq.Ft
Lot Size
9,184.41 Sq.Ft
Year Built
1952
Assessment Information
Year
Land Value
2019
$229,623
2018
$229,623
2017
LL--$229,623
Building Value
$124,412
$125,391
$126,371
XF Value
$3,181
$3,222
$3,265
Market Value -
Assessed Value
$357,216
1 $357,2161
$358,236
$359,259
$359,259
$358,236,
Benefits Information
Benefit Type 2019 2018 2017
Homestead Exemption $25,000 $25,000 $25,000
Second Homestead Exemption 1 $25,000 $25,000, $25,000
_._.._.._.__. _
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
36 52 41 PB 52-33
DUNNINGS MIAMI SHORES EXT NO 7
LOT 8 BLK 215
LOT SIZE 74.670 X 1213
OR 19549-2479 03 2001 1
Generated On : 10/16/2019
Taxable Value Information
2019
i...
2018 2017
.-,._,_.._.._._ __ _-
County
._.__,....... .... - ............... , .._ _,._. .1, __.__
.... ... ......_....
Exemption Value
$50,000
$50,000 $50,000
Taxable Value
$307,216
$308,236 $309,259
School Board
_.
Exemption Value
--
$25,000
$25,1 $25,000
Taxable Value
$332,216
$333,236 $334,259
City
Exemption Value
$50,000 _
$50,000 _ $50,000
Taxable Value
$307,216
$308,236 $309,259
Regional
Exemption Value
$50,000
$50,000: $50,000
Taxable Value
$307,216
$308,236 $309,259
Sales Information
OR
Previous
Price
Book-
Qualification Description
Sale
Page
06/24/2016 $412,000
30271
Qual by exam of deed
05/01/2007 $0
25856-
Sales which are disqualified as a result of
3787
examination of the deed
03/01/2001 $168,000
19549
Sales which are qualified
2479
11/01/20001$145,000
Sales which are qualified
0284
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:
'f e leview-
LENGTH DIAGRAM
Total Line Lengths:
Ridges = 65 ft
Mips = 130 ft
Valleys = 52 ft
Rakes = 8 ft
Eaves = 241 ft
Premium Report
Flashing = 5 ft
Step flashing 10 ft
r fa t r
.8 N�11211,019
1,4
.
•••••-
I!T
••••••
•
••••••
— —
23
Anc�7 �. ,V ,TF
t�••• ••
-
......
7'�tJ 1'13 n" f
......
... .
.....
...•..
-
. •
. .
......
rT 1;,CC;VPtYNCEWIFHALL FEUERAL
••••••
••••
` 1ri(i �11.--PtI'J.'Eil-IATIONIS
•
• ••
•
• •
Note: This diagram contains segment lengths
(rounded to the.nearest.whole.number)-over-3 0 Feet -I
some cases segment
iebel1
have been removed for readabiiity Plus signs
preface some numbers to avoid confusion when rotated
(y +6 and +9)
+A I\ I..J. MwN 1., li �M, . .IY .t. 1( N ... •Ily( +4 ...�AN11A.♦IM-!:�! IL -.J.!
`♦.A.1 Is 114 Ilt r 9 i, LJ 1 .44 _ IV ♦ 4 ♦ u
PAGE 4
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. Renalling 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. 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. 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 necessary to install overflow
( auppers in accord nce with the requirements of Sections R4402, R4403 and R4413,
— 1 49 Pore, .
Ownu Agent's gnature to Contractor Signature Date /0/�/.zo/
I M E lbq*�
PropertyAddress 331
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
......
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Attachments Require
ATTACHMENTS REQUIRED:
...
.. .
.. .
.. .
Permit Application Form
d
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A,B,C
4,5,8,7
Asphaltic Shingles
A,B,D
1,2,4y5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,8,7
Other
As Applicable
1,2,3,4,5,6,7
1.
Fire Directory Listing Page
2.
From Notice of Acceptance:
.
Front Page
:
Specific System Description ' ..'
•
Specific System Limitations
• � •
General Limitations
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information)
Master Pernrlt No. Process No.
Contractor's Nance PERKINS ROOFING CARP
.lob Address 2 NE 109TH ST MIAMI SHORES- FLORIDAA 3161
ROOF CATEGORY
❑ Low slops ❑ Mechanically Fastened Tile Mortar/Adhesive Sikes
❑ Asphaltic ❑ Metal Pane/Shingles ❑ Woo ng a
Shingles Are there
❑ Prescriptive Bumm f6o Gas Vent Stacks?
Yes❑ No)0
ROOFTYPE Type: Natural❑ LPGX❑
❑ New Roof ® Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
N/A
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.
SEE
ATTACHED
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DIAGRAM
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• •
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0 0
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: SANTAFE TILE CORP
Notice of Acceptance Number: 18-0604.04
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: -39.1 P2: - 8� 1 _ P3: -1 nn 7
Maximum Design Pressure
From the NOA Specific System): 63.8 (MINIMUM ATTACHMENT RESISTANCE)
Method of tile attachment: ICP ADHESIVES POLYSET AH-10 PADD
Steep Sloped Roof System Description
Deck Type:
Roof Slope:
4 :12
Ridge Ventilation?
N/A
Mean Roof Height: 12'
5/8" PLYWOOD
N/A
226 TYPE 11 #30 1 PLY
N/A
i
Type S Spacing: 1.25" R.S. N/VLS ANP TIN MPS 12" O.C.
FIELDS 6" O C. f.LAPS :...: • '
..
Type - •
Cap Sheet:
POLYGI_AgK .l eLUS • . • . • : •
oaf Covering: SANT P.ANISH'S' CLAY '
ROOPTILE • ..;�. '
Type & Size Drp :...
dge:
3X3 26 GAUGE GALVf:
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the s yytems, choose either Method 1 or 2. Compared the values
for M,with the values from M t• U the Mr values are greater than or equal to the Mr
values, for each area of the roof:, then the tilt attachment method is acceptable.
Method 1 "Moment Based Tile Callculations Per PAS 127"
(Pr: -39.1 =)L 0.297 . 11.61271 _Mg: 5.69 — r4l 5.9227 NOA b* 63.8
(p2: -68.1 z )L 0.297 w �2,0.2�25,7,1 —Mg: 5.69 s N s 14.5357 NOA b* 63.8
(P3: -100.7 z )L 0.297 ar 29.90 91 _ Mg: 5.69 - N6S 24.2179 NOA A* 63.8
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (fQ From Table Below NOA h*
Resistance*M, Required Moment
�a
T- 7
7
*Must be used in conjunction with a fist of moment based tile systems endorsed by the
Broward County Board of Rules and Appeah.
For Uplift based tile systems use Method 3. Compared the values for F' with the
values for Fr. If the F' values are greater than or equal to the F, values, for each
area -of the roof; then the tale attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt: zl:^—_z w:—_J—W:_zcos9:—= Fri: NOAF'
(P2: zl:_-_z w:-_)—W:_zcosO:_- Fr2: NOA F'
ems: zI: __- z w:=_J—W: zeos9:_= Fri: NOA F' • •
......
Where to Obtain Information • • • ...:.
Description
S bol
Where to 1hld: •' •
DegIpPressom
F1orP2orF3
RAS 127 Tablelorbgam by PE onASM
Mean Roof Howd
H
Job Site • • . • *see
Roof Slope
a
Job Site ... •
NOA • •
Redorbw Moment due to lira
NOA
Aftacbment Resstoce
Mr
NOA
Moneat
M<
Cal • • •
F
NOA • • •
Required UpliftResirlmcx
Fr
CakotatBd• • •
A Tile W
�]
NOA • •
Tile DtMenslow
I-
w- R
NOA
AJI o&xds ions nn* submitted b the ' at the of
r r
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Santafe Tile Corporation
8825 NW 95t6 Street
Medley, FL 33178
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.aov/cconomv
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to
be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve 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: Santafe Spanish `S' Clay 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 arty
section of this NOA shall be cause for termination and removal of NOA. """
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fleri**, and followed by the • • •
expiration date may be displayed in advertising literature. If any portion of the NOA is "gllthyed, then It shall 16...:
done in its entirety. . �' • • • • • • • • • •
.... .... .....
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactures 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. 15-0915.09 and consists of pages l through 5. • • • • • •
The submitted documentation was reviewed by Freddy Semino
NOA No.: 18-0604.04
MIAMMADE COUNTYExpiration Date: 02/01/21
Approval Date: 08/02/18
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Cateeory
Sub-Cateizory•
Material:
Deck Type:
Roofing
Roofing Tiles
Clay
Wood
1. SCOPE
This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera
Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as 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
Santafe `S' Clay Roof
L = 18"
TAS 112
One piece high profile clay roof tile equipped with
Tile
W = 11.1"
Type I
two nail holes. For nail -on, mortar set and adhesive
Thickness = 0.39"
Grade 1
set applications.
Trim Pieces
1= varies
TAS 112
Accessory trim, clay roof pieces for use at hips,
w = varies
rakes, ridges and valley terminations. Manufactured
varying thickness
for each tile profile.
2.1 MANUFACTURING LOCATION
1. Bogota, Colombia
2.2 SUBMITTED EVIDENCE
Test AEency
Test Identifier
Test Name/Report
Date
The Center for Applied Engineering, Inc.
94-156-8
TAS 101
Aug. 1994
94-156-9
TAS 102
The Center for Applied Engineering, Inc.
25-7205-1
TAS 101
March 1995
The Center for Applied Engineering, Inc.
Project: 07-07-00-91
TAS IOCC .•.
......
' Sept. 1994"":'
(307023)
Redland Technologies
7161-03
......
TAS 108. • • * • •
. ......
Dec. 1991; ;
Appendix II
(Nail-Onj • • • •.
...
• • • •. '
Redland Technologies
7161-03
....
Static Uplift Tegt�ng.
.
.
.... ....
..pec.1991 a.:..0
Appendix III
TAS 102 & TAS. b02(,A)
a.: • • • • • •
Redland Technologies
P 0402
Withdrawal Res;sta�►ce
Sept. 1993...,;.
Testing of Screw � smpoth
• .....
shank nails..'
..
Redland Technologies
P 0647-01
TAS 108
'Aug. 1994
(Mortar Set)
MM
NOA No.: 18-0604.04
MIAMMADE COUNTY
Expiration Date: 02/01/21
Approval Date: 08/02/18
Page 2 of 5
2.2 SUBMITTED EVIDENCE
Test A¢ency
Test Identifier
Test Name/Report
Date
Redland Technologies
P 0631-01
PA 108
July. 1994
(Mortar Set)
Celotex Corporation Testing Services
520305-01 thru 05
PA 102
June 1999
IBA Consultants, Inc.
2353-4
Restoring Moment
Aug. 1999
PRI Asphalt Technologies, Inc.
SFTC-003-02-01
TAS 101
12/06/02
IBA Consultants, Inc.
2353-70
TAS 101
09/22/03
IBA Consultants, Inc.
2353-71
TAS 101
09/22/03
IBA Consultants, Inc.
2353-93
ASTM C 1167
07/18/05
American Test Lab of South Florida
RT0624.01-15
ASTM C1167-03
07/01/15
PRI Construction Material Technologies
COPO-002-02-08
TAS 101
10/12/16
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County
Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard
RAS 118, RAS 119 RAS 120.
• • • • • •
and
4.2 Data For Attachment Calculations
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NOA No.: 18-0604.04
Expiration Date: 02/01/21
Approval Date: 08/02/18
Page 3 of 5
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (Ibf)
Length -I (ft)
Width-w (ft)
Santafe 'S'
6.7
1.5
0.958
Table 2: Aerodynamic Multipliers— 7,(ft3)
Tile
Profile
% (ft3)
Batten Application
D' ^tD
Santafe 'S'
0.274
1 0.297
Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibf)
Tile
Profile
2":12"
3":12"
4":12" 6":12"
6":12"
7":12" or
reater
Battens
Direct
Deck
Battens
Direct
Deck
Battens
irect Battens
Deck
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Santafe 'S'
5.93
5.90
5.85
5.82
5.73 1
1 5.69 5.56
5.53
5.32
5.29
5.03
5.00
Table 4: Attachment Resistance ssed as a Moment - Mf (ft.-Ibf)
for Nail -On Systems
Tile Profile
Fastener Type
Direct Deck
Battens
Santafe 'S'
2-10d Ring Shank Nails
21.8
N/A
One #8 Screw
29.161.2
N/A
Two #8 Screws
38.28'
N/A
One #8 Screw w/ Cli
57.311.2
N/A
Two #8 Screws w/ Clip
57.60'
61.77'
1. Approved screws as noted 'Product manufactured by others'.
2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile.
Table 6: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf)
for Two Patty Adhesive Set Systems
Tile Profile
Tile Application 2
Minimum Attachment Resistance
Santafe 'S'
Tile Bond
38.93
Polyfoam Polypro AH 160Tm
33.1 4
2 See manufactures component approval for installation requirements. • •
3 Flexible Product Inc. Average weight per patty 10.4 grams. 0•
4 Pol foam Product Inc. Average weight per patty 9.4 rams. .. . . •
• • •
Table 6A: Attachment Resistance Expressed as a Moment - M7f tft' 1bf) 04
for Single Patty Adhesive Set Systems 060
Tile Profile
Tile Application 2
Minimum AttAthI Pent 1014sfiance
Santafe 'S'
Polyfoarn Polypro AH 160TM
6 .5 5
Polyfoam PolyproAH 160Tm
• 86
DAP Foam Touch N Seal Storm Bond 2
5 Paddy placement of 63 grams of
Polypro AH 160Tm. ..
6 Paddy placement of 24 grams of
Polypro AH 160TM :..
7 Paddy placement of 45 grams DAP Foam Touch N Seal Storm Bond 2
NOA No.: 18-0604.04
Expiration Date: 02/01/21
Approval Date: 08/02/18
Page 4 of 5
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar or Adhesive Set Systems
Tile Profile Tile Application Attachment Resistance
3antafe 'S' Mortar Set 23.6
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below,
or following statement: "Miami -Dade County Product Control Approved".
SANTA FE TM MADE IN COLOMBIA
LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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.
PROFILE DRAWING
When using one screw
�e this hole.
"`�y
"SANTAFI S" CLAY ROOF TILE
END OF THIS ACCEPTANCE
••••
••••
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NOA No.: 18-0604.04
Expiration Date: 02/01/21
Approval Date: 08/02/18
Page 5 of 5
M IAM I•DADE
a�-�• 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 tl j%�jggptance,
if it is determined by Miami -Dade County Product Control Section that this product or mateCial 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 Flo i• • • • •ildin •Coe • • • • • •
P PP � P Y � ill �y g �
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,:MA •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;)ochange
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No.] 5-0410.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
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 3'3 3/a"
ASTM D 1970 A fine granular/sand top surface self -adhering, APP
Manufacturing
Or 65' x 3'
polymer modified, fiberglass reinforced, bituminous
Location #1 & #2
60 mils thick
sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice & rain shield.
Polystick Dual Pro
6P x 3'3 3/s"
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 3'3 3/s"
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 underlayineriC . : •
.. •
Polystick TU Max
65'8" x 3'3-3/8"
TAS 103 and A rubberized asphalt self-adhefih%,O polyester reinforce6* • • • •
Manufacturing
60 mils thick
ASTM D 1970 waterproofing membrane. 134AI M as a a roof tile :0 0 0 0:
0000 0 0 * 0
Location #1 & #2
underlayment. • .....
.... ....
Polystick TU P
32'10" x 3'3 3/s"
TAS 103 and A rubberized asphalt waterprMINIAInembWa, &`lass-
Manufacturing
130 mils thick
•
ASTM D 1970 fiber/polyester reinforced, witi� a anular surface
... $:. .'
Location #2
designed for use as a tile roof}mderbiymegt. •
Polystick TU Plus
65' x 3'3 3/s"
TAS 103 and A rubberized asphalt self-adho*ring� lass-f ber/polyester • • •
(Surface Printing)
80 mils thick
ASTM D 1970.reinforced waterproofing membrane. DesiggCd aS a metal
Manufacturing
roofing and roof tile underlayment.
Location # I & #2
Polystick MTS
65'8" x 3'3 3/s"
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 3'3 3/s"
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 Polyester reinforced, SBS modified bitumen membrane
Manufacturing
ASTM D 6164 with a sanded back face and a granule top surface. For
Location #2
use in roof the underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
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 & G 15 5
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 136164
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
%.1417/14
PLYG-SC10130.06.16-3
TAS 103 & TAS 1lb -'.
' 06/27/16'0"::'
PLYG-10130.06.16-1
ASTM 131970 & TAS J)Q• ..
; • m0417/16 ....:.
PRI Asphalt Technologies
PUSA-035-02-01
TAS 103
09/29/06 • • • •
PUSA-055-02-02
TAS 103 • • • •
• • •,�* * tO/07 • • •
PUSA-089-02-01
TAS 103/ASTM D4798 &h155
•
..A7/p6/09 ..:..'
. .
Momentum Technologies, Inc.
JX201-17A
.. ..
TAS 103/ASTM D4798 &jC1t51
.. ......
04/01/08 •�
RX14E8A
TAS 103/ASTM D4798 & G155
:.11Y09/09
DX23D8B
TAS 103/ASTM D4798 & G05
02/18/10 :••••:
DX23D8A
TAS 103/ASTMD4798&G155
:.Mt8/10
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.
MIAMFDADE COUNTY
�,...e
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.
NOA No.: 17-0614.22
MAMMADE COUNTY
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
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 4i heai lap. (fvr• • •
base sheet only) • • : 0 0 •
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 membfane 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.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
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 re move 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" 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 PAyctick MTS*BkWmay be: • •
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof ile:systerns %pd, quarry • • • •
slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofinlf t
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing anp roof tttems. . •
Polystick TU Max maybe used in non-structural metal roofing and roof tile systems'..' : . .. ."
Elastotlex S6 G may be used in roof tile systems only. 0
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 preceeding maximum time limitations.
Ex osure Limitations Da s
MTS
IR-Xe
Elastoflex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton, PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
Rule 61 G20-3 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
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System (E3)
Profile
MTS
S6 G
TU P, Tile Pro,
TU Max
MTS Plus
MTS Plus with
Dual Pro
TU Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:1.2
6:12
without battens
Profiled
Prohibited
4:12
6:12
6:12
4:12
6:12
Tile
without battens
1
1
1
:...: •
10.
...
The above slope limitations can be exceeded only by using battens in accordance with Itle A'pprovDd.10c System
Notice of Acceptance and applicable Florida Building Code requirements. When bat? &ris:ar* required, they shah•
0006
be utilized during loading and installation of tiles. • • • • •
.... .... . .
Care should betaken during the loading procedure to keep foot traffic to a minimum artdtb avoid dr6pping of• •; • •.
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loAdi3T j§rocedU 8, Avvo 6189' '
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope: fo Oa total of 6 dies — fo;O *:
all underlayments except Polystick MTS which shall be loaded onto battens. •
P....•
POLYSTICKTU Plus
NOA No.: 17-0614.22
MiAMMAne couNrir Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
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 19 Aleeptabla,.....
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 e • ` • • • • as per Pol lass • • • • •
P Y g �.��in P Yg
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum j;/" metal disk as • •':
required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a rniiximtun rate- • • -
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail mno ara pameelavor" one • `• • •
the face of membrane, with the above stated nails and/or disks. The head lap membraild iSfo cover the Mea bei$t' •: •
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 PAytw". S
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 accomplished by applying 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 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.
NOA No.: 17-0614.22
Q•oaoe CouNTir Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 7 of 8
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) 8944563.
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
MIAMFDADE COUNTY
..• 3
•....•
,
....
....
......
.
....
•..•
•...r
....
..
......
......
. .
. •
......
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......
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
S MIAMI-DADE COUNTY
MIAMt
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 44'e 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 Polysee 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. Y
YY•YY•
RENEWAL of this NOA shall be considered after a renewal application has been filed and there•has btKri p o 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•t%vl§ion or change in tile `• •'
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endowitlW of atll product, f4z; • • •
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to oompV with anysation pt., • •
this NOA shall be cause for termination and removal of NOA. • • • • • •
YYYY
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida' and fAloweYd by t4e6 • • •
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,"then it sk be dole Y
in its entirety. 0000
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30 & 100
TAS 1,01 Two component polyurethane foam adhesive
PRODUCTS MANUFACTURED BY OTHERS:
Dispensing Equipment
Dispensing Equipment
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® A14-160 roof tile adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Proverty
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
...... .
....%
.... ....
. .
.... ....
.....
...... ... .
.....
Test
Resdlts • • • •
• • • • • •
ASTM D 1622
1.6 lbs./ft.3 .
• •
ASTM D 1621
. . .
18 PSI Parallel to rise ; • • • • •
......
12 PSI Perpendicular to rise • • • ..
; "' •;
ASTM D 1623
28 PSI Parallel to rise • • •
ASTM D 2127
0.08 Lbs./Ft2
ASTM E 96
3.1 Perm / Inch
ASTM D 2126
+0.07% Volume Change @ -400 F., 2 weeks
+6.0% Volume Change @I 580F., 100% Humidity, 2
weeks
ASTM D 2856
86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
MuuMi•oyaoe couN7Y Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Aeency Test Identifier Test Name/Reyort 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[I]
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:
••;••;
•••�
•••••
so 00
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asserr"y fpr fire rating.
0 •
2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profile.
:...:.
• • • • • •
3. Minimum underlayment shall be in compliance with the Roofing Application Standarh,. 3 20.
..
:"' •:
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives
Polyset' AH-160 roof till adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in
accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset® AH-160.
2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application. Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
Adhesives ProPack® 30 & 100 dispensing equipment only.
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset® 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 the profile requires the specific placement noted herein.
..
....000
......
.
......
....
....
. .
.. ..
••
......
. .
. .
......
......
.. .
. ••
• •
**:*so
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
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
1.2-14 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.
• .
*go*:*
BUILDING PERMIT REQUIREMENTS: . 000060
•
...... •
go"
As required by the Building Official or applicable building code in order to properly evaluate the tiiStallation of this
.... ....
system. .....' '....'
.%0666.
.....
...... ... .
.....
.. .. ..
......
. . . .
......
0.
..0 ..
. .
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Maathrouilhpiastkc•ewnt Padldy(eans-mhTie)
(whm tatl0r•d)
Und•r4ym•nl
t4stMns rypttonnl r' '
.ram a �.. ++,� ,,•'. ;..^
E•r•CI•wr•___
,.
Nall through pfasik cement
!when regtdred)
Prddyle*nrethT&I
Und•rlaynsMit
ir
1t1 in.i
i6i in.
Caveclosute
Eaw Course' "r � — Fe"
M•TI 1h"W 5% PI•&tic c•ri•nt•,,
(when rrqulrc+d),
_ . Paddir l9rn.dlhTiiwl
� •.. _
Vnel.rt.y MMI.
.Battens
a�`�.
4 y�r
6. Course --t,� % `Fssda
Weephote
Em* closure
ay. � Drlpedq•
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cmZ)-23 (148.4 cm') square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cmZ) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
•••••• • ••••••
•
•••• •••• • •
High Profile / Single Pan Tile e e • ' e , e • • • • • • •
• •
496640940
• • • • • • • • •
l . Starting at the eave course* apply a minirrxim 2" .... .
(50.8 mm) x 10" (254 np) ie j" (25.4 Trnn) foam • •
paddy onto the underla)rment AositidZv4.0.showll•0 0• •
under the pan portion o;thatile closest to the :....:
overlock of the tile being set. •-
•••
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
MAR through Platsie crm•ns f f Paddy IOvnP&ihT&I
(wlten regt*vd1,
• din 2
8att•1+<coptional m �,,, '^-,.�
Eaw[ourso
101,
Rasda
t_ ,.-
Eavt! Clowro •ter y,.
Nail through plastic cement
(when requirodi
...•Paddy ¢cneathIII*).
vW\underlmyl "I
Battensop Anal
f!` EaAl• Closure
lave Cmun• 4 Fnei•
MIAMI•DADE COUNTY
-...O 3
Flat/Low Profile Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the Overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 C14}7•cm2)-
23 (148.4 cm2) square inch'qOjNesjve contact with the •
underside of the tile. s • . • • • :*a*** • • .. ;
2. At the second course, apply %rmigimutrLIV (59.8mm •
x 7" (177.8 mm) x 1" (25.4 Mlhj foam paddy onto the; • •
underlayment positioned as'sL o* M undYthe Pan
portion of the tile closest to She overlock of the tile ' •
being set. •
. . . . ......
• •
3. Continue in same manner. InAr4approximately 12:"
(77.4 cm2) - 14 (90.3 cm2) square inch Oatlesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nall sh mugh ptasuc ct ownt-11
(whenreivulred) / y o'�ddi�BrMsthrir)
4 71
`-
Battens Optional ��; �•.` �'
♦ Eave Come `
'Fascia
� F
lain. 2 an. Ewm closofe
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cmZ) —
23 (148.4 cmZ) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cmZ) - 19 (122.6 cmZ) square inch adhesive
contact with the underside of the tile.
......
.
......
....
....
.....
......
... .
.....
.. ..
..
......
. .
. .
......
NOA No.: 17-0322.03
Expiration Date: 05/1.0/22
Approval Date: 04/27/17
Page 8 of 11
0
ADHESIVE PLACEMENT DETAIL # 3
ruBthroughpiasticcement Paddy (between tiles)
(when required)
Battens optional °
° f Pa" (under tile)
single paddy i
v antopoftile
tip'°
Single paddy
oa uadedarnent 2 x 4ln.
°
Coin. '••,.�,
In. fascia
Eave Closure
Flat/Low Profile Tile
Nall through plastic cement
Single paddy under tie
(when required)
Paddy (between tiles)
Battens
optimal
paddy fundertna
S14e�' ..,, . •.
oatopoitlle� , • `
a x a 1n. •` r •- C'
Simple paddy am -•'
umedarment
t0i11. •._•'
2in.
-- Eave Closure
Eave Coarse
Fascia
Medium Profile Tile
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x V (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in (109.7-148.4 cm') of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
•
••••
••••
•••••
°
•.••••
00
. •
. •
....•.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail through plastic
rwr4e paddy under the
(vrhen required)
Paddy (between tiles)
Battens F •r•
Optional
Paddy (under tile)
G
•
Shoe 2 x 4 in
' ,`
paddddyy, on,
j r R
Eaw Course —
Fascia
Weephole
loin. 21n.
Eam closure
Drip edge
High ProflleTtle
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/a"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm') - 1.1 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm') - 9 (58.1 cm') square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
•
••••••
••• •
•••••
•• ••
••
••••••
•
•
•
• •
• • •
• • •
• •
• • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
In contact with the pan tile. A (when required)
2) Turn covers upside down. Place adhesive in
to 1 In. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in.contactarea.
Und*rlayment
(` -
i s=
Sheathing
Eave closure
(mat ar shown)
Weephole
Fascia Board
Remove top potion of the save course cover tile. Abut to second course of
pan tiles. Ensure eav* end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
MIAWDADE COUNTY
t
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cmZ) — 70 (451.6 cmZ)
square inch adhesive contact with the underside
of the pan tile.
Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cmZ) - 25 (161.3 cmZ) square inch
contact area on each side of the coi'✓er tile" to thee a e. e
pan tile. Continue in settle i;anne ,.'rjT away • •
any cured exposed foW$dliesive'Pointing of • • • • • •
longitudinal edges ofMe cover tiles are :eeee.
.... .... . .
considered optional. • • • • • • • ..• • • • • • • • • •
. .
...... . .....
5. When additional nailWiEAquired, 2-hO.8 e • e e •
mm) x 4" (101.6 mmtnail ers or the tie wire .'
system using galvani2ed, stainless-tgjl:•or • •••••
copper wire and comoatibknails ?hay be used:,,,,:
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11