RF-19-697Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
36 NE 111TH ST, Miami Shores, FL 33161
Contacts
MII
Issue Date: 04/02/2019
Parcel Number
1121360040040
Permit NO.: RF-U-19=697
Permit Type: Roof
Work Classification: Tile
Permit Status: Approved
Expiration: 09/30/2019
JUDE GREEN ELL Owner
36 NE 111 ST, MIAMI SHORES, FL 331617047
1NN CONTRACTORS INC Contractor
JACQUELINE N NICARAGUA
7683 SW 157 PL, MIAMI, FL 33193
Business: 7864791122
Description: CONCRETE TILES RE ROOF Valuation: $ 22,000.00 Inspection Requests:
Total Sq Feet: 2,500.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$13.20
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$4.40
Roofing Fee
$250.00
Scanning Fee
$12.00
Technology Fee
$7.50
Total:
$344.60
Payments
Date Paid Amt Paid
Total Fees
$344.60
Check # 302
04/02/2019 $344.60
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 sp cifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either my If, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDa1NS, DOORPI ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information
regulating construction and zoning. Futhermore, I authorize the abov
rk will be done in compliance with all applicable laws
work stated.
g-2r11
Authorized Signature: Owner / Applicant / Contractor
April 02, 2019
Date
Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20
BUILDING Master Permit No. 7lt—(W- I 4-� 6��
PERMIT APPLICATION sub Permit No.
❑BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 36 NE 111 ST
City: Miami Shores County:
Miami Dade Zip:
Folio/Parcel#: 11-2136-004-0040
Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type:
Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): JUDE GREENWELL Phone#: 305-778-8956
Address:36 NE 111 ST
City. MIAMI SHORES State: FL
Zip: 33161
Tenant/Lessee Name:
Phone#:
Email:
CONTRACTOR: Company Name: JNN CONTRACTORS INC., Phone#:
Address: 10715 SW 190 ST #5
City: MIAMI State: FL
Zip: 33157
Qualifier Name: JACQUELINE NICARAGUA
Phone#: 7864791122
State Certification or Registration #: CCC 1330767
Certificate of Competency #:
DESIGNER: Architect/Engineer:
Phone#:
Address:
City: State: Ziip::
Value of Work for this Permit: $ �oZ+ii�
Square/Linear Footage of Work: 500
Type of Work: ❑ Addition ❑ Alteration ❑ New ((� Repair/Replace ❑ Demolition
Description of Work: l 0<c ce4-c— 9-e
Specify color of color thru tile: cg'crc-5�0
(J 1en ! j ib(dLkx)
Submittal Fee $ Permit Fee $
CCF $ CO/CC $
Scanning Fee $ Radon Fee $
DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $
Bond $ L'SM,[CX3
TOTAL FEE NOW DUE $
(Revised02/24/2014)
It
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature .
OWNER or AGENT
The foregoing instrument was acknowledged before me this
2� day of IMGrOVN , 20 Vq by
3udt r (PP,ty,fl� , who is personally_ own to
me or who has produced
identification dnb who diatake an oath.
NOTARY
Sign:_
Print:
Seal:
as
Signature C% Q,
ONTRACTOR
The foregoing instrument was acknowledged before me this
day of I" �'ridAn , 201 / , by
k � ? ° f who is personally known to
m or who has produced as
identification and who did take an oath.
NOTARY P
Sign:_
Print:
yt I Commission N GG 235435 Seal:
My Comm. Expires Jul 5, 2022
Bonded through National Notary Assn.
****************************** **** *******************************
APPROVED BY Plans Examiner
Structural Review
(Revised02/24/2014)
JENIFER BERENICE FUNEZ VELASQUEZ
Notary Public - State of Florida
Commission N GG 235435
My Comm. Expires Jul 5, 2022
Bonded through National Notary Assn.
***
Zoning
Clerk
P -,
4/2/2019 Propertv Search Application - Miami -Dade County
OFFICE OF THE PROPERTY APPFK*AISER
Summary Report
Property Information
Folio:
11-2136-004-0040
Property Address:
36 NE 111 ST
Miami Shores, FL 33161-7047
Owner
JUDE A GREENWELL
Mailing Address
36 NE 111 ST
MIAMI SHORES, FL 33161-7047
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL- SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/2/0
Floors
1
Living Units
1
Actual Area
1,909 Sq. Ft
Living Area
1,609 Sq.Ft
Adjusted Area
1,759 Sq.Ft
Lot Size
9,225 Sq.Ft
Year Built
1950
Assessment Information
Year
2018
2017
2016
Land Value
$230,638
$230,638
$198,007
Building Value
$122,426
$122,426
$122,426
XF Value
$488
$495
$503
Market Value
1 $353,552
$353,559
$320,936
Assessed Value
1 $135,156
$132,377
$129,655
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$218,396
$221,182
$191,281
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
COLLEGE HEIGHTS PB 42-8
LOT 4 BLK 1
LOT SIZE 75.000 X 123
OR 18469-4846 02 1999 1
Generated On : 4/2/2019
Taxable Value Information
20181
2017
2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$85,156
$82,377
$79,655
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$110,156
$107,377
$104,655
City
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
$85,156
$82,377
$79,655
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$85,156
$82,377
$79,655
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
02/01/1999
$117,000
18469-4846
Sales which are qualified
11/01/1989
$78,000
14329-0714
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp
Version:
t r.
Section kB
MMIMIAMI' Miami -Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Section A (General Information)
Master Permit No: Process No:
Contractor's Name: jJNN CONTRACTORS INC.,
Job Address: 136 NE 111 ST MIAMI SHORES, FL 33161-7047
❑ Low Slope
Roof Category
❑ Mechanically Fastened Tile
0 Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles Q Wgod Shird j%'Aphakes. • . . •
❑ Sprayed Polyurethane Foam ❑ Other: ...... ..:. ....:.
Roof Type .... .... . .
❑ New Roof ❑ Re -Roofing Recovering ❑ Repair ❑ Maintenap;Q .•... • • • •
.. . .....
. .
Are there Gas Vert Stacks located on the roof? ❑Yes ❑� No If yes, what type, .Natural (a LPGX* � •
Roof System Information : ...:.
:600:0 .
Law slope roof area (ft.') NONE Steep Sloped area (ft.') 2, 500 Total (ft') 2; 0 : • • : •' •':
Section B (Roof Plan) •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size (a' x a'):3X3
EIVED
A R 02,019
BY•
Vi
e
DATE.
-�T + r till /
IAN -F WITH AIL F" 11A`DFWvI_
�� l��r t",IvIII)iI�.`�AN1��2�;;lIf_NS,,
Q
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
......
Dates: • •
..:.
•
10050 NE 2nd Ave
• 0 0 0
0000
Miami Shores, FI 33138
• • • •
• • • •
Re: Owner's Name:
(e
000000
0000
,)u
Ft"ff1��
Property Address: �
t, JP; `��
rrs•�•
•
•
• • 0000
Roofing Permit Number:
• 0 0 • :
. . •
Dear Building Official:
.:0.
I JUAC C reenwe't)
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 edition of the South Florida Building Code (1994 SFBC)
Si ature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes a d says
Sworn to and subscribed before me this %S ri
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad v t ation is equal to or
SFBC. Then you must provide a building application from a Gene Contractor for the R
'she is the owner for the above property mentioned.
1�
E,(��iBondpd
IFER BEREMCE FUNEZ VELASQUEZ
otary Public - State of Florida
Commission N GG 235435
My Comm. Expires Jul 5, 2022
d through National Notary Assn.
than $300,000.00, and the builducted with FBC nor a 1994
to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
5NK uu�,
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.ower's
initial in the designated space indicates that the item has been explained. . . •Soso •
0 0 0 S •.
•
.. . .009
y� ••s••• ••r•
2• — 1� - Renailing wood decks: When replacing roofing, the existing woad FMtleck may Nave to
••••i•
:
be renailed in accordance with the current provisions of Section R4403. (The rpditI916 is usujIV • • .
S S o o;
o
concealed prior to removing the existing roof system). • • • • • • • •.
•..•+.• •
...... ..
• • • • •
. .
..
•• •• • ••
v
••••••
4. Exposed Ceiling: Exposed, open beam ceilings are where the un j0ersidebf the Tof decking
;
can be viewed from below. The owner may wish to maintain the architectural appearance; theta f&V, S
o S sS
roofing nail penetration of the underside of the decking may not be acceptable. Tbeprpvides the option of
S•
s
: • S o •.
maintaining the appearance. •
J_Overflow
6. 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
scuppers in accordance with the requirements of Sections R440 R4403 and R4413.
ner/Agent's Signature Date Contrac g ature Date
�c��(���
Property Address Permit Nu
Revised on 7/9/2009 LD;07/01/2015;
t
Tilc Roof System
MIAMNDIADE
"DeliveriRg Excellence Every Day"
Roof System Manufacturer: Boral Roofing LLC
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
Notice of Acceptance Number (NOA): 16-0711.05
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: -39.1 P 2: -68.1 P 3: -100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf
Fill in the specific roof assembly components. If a component is not required, insert not applicable (rVa) in the text box.
Roof Slope: 3 "/12"
Roof Mean Height: 15 ft.
Method of Tile Attachment:
--Adhesive, 2 Small Paddy Polyfoam Polypro-
Alternate Method of Tile Attachment per NOA:
N/A
Drip Edge Size & Gauge: face 26 ga.-�
Drip Edge Material Type: --Galvinized Metal --I
Drip Edge Fastener Type: 1-1/4" RS NAIL 4" OC
Hook Strip/Cleat gauge or weight:
Deck Type: --5/8" Plywood --
Optional Insulation:
N/A
Optional Nailable Substrate:
N/A
••••
• •
see
0
Optional Nailable Substrate Atta'chmeht:
• • •
•
N/A
......
.•..
......
•
Basesheet Type: • • • •
• • ..'
. • . • •
ASTM FELT#30 D226 �•:��:
:'. '.
"'••
•.
Fastener Type for Basesheet+ ttachr>;ent:
.
;
. • • • •
1-114" RS NAIL & TIN CAP:1-50.
'
• •
. • •
Tile Underlayment (Cap Sheet ) Type:
POLYSTICK TU PLUS
Tile Underlayment Attachment Method:
SELF-ADHESIVE
Tile Profile:
SAXONY 900
t
Section E
MIAMI•DADE
"Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: -39.1 j x > 0.291 = 11.37 j _ Mg; 7.62 = Mr1: 3.75 f s 31.3 j NOA Mf
P 2: -68.1 x 0.291 j = 19.81 ' _ Mg; 7.62 j = Mom; 12_19 ' S F1T1 NOA Mf
P 3: -100d x �, 0.291 # = 29.30 I _ Mg; 7.62 I = Mr3: 21.68 , 5 31.3 `j NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. if the F' values are greater than or equal to the Fr values, for
each area of the roof, then the tile attachment method is acceptable.
P1:r^x1:F—=F—xw:F_7=[ i-W:1-1=r- Xcos 9:F-7=Fr1:F 1s7jNOA F'
P2:F_x1:F__=1 lxw:F i=r i-W:I 1=1 —1 xcos B:F_11=Fr2:F —.'s•�•, jNOA•F!'••• ••••••
P3: x I: = I i x w: I _ _ - W: I ! = I x cos 0: = Fri: s 0. �.� ... ! NOA�fi • • • • • •
•••• ••••••
Where to Obtain Information to complete tile calculations 0000 • • • • • •...
00:0% 00 0 •
Description
Symbol
Where to Find • • • • • •
. . • •
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signecCandpealed by asprofessional •
engineer based on ASCE 7. • • • • . • •
Mean Roof Height
H
Job Site • • • •
Roof Slope
9
Job Site
Aerodynamic Multiplier
k
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Product A NOA
Approval (NOA)
MIAMN
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. 0000
This product is approved as described herein, and has been designed to comply with the Florida Building Cb4.. •
including the High Velocity Hurricane Zone of the Florida Building Code. •. • •o..
DESCRIPTION: Saxony 900 Concrete Roof Tile
•
•••••• ••••
•
•••••• •
.••. ••••
•••• ••••
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cjW. sWe andipllolving
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 $Mere hfs beerl 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 chanA.W 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.13-0723.05 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
MIAMMADE COUNTY NOA No.: 16-0711.05
f,C t (ti r ,,� Expiration Date: 04/26/22 t Approval Date: 09/29/16
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category
Roofing
Sub -Category:
Roofing Tiles
Material:
Concrete
Deck Type:
Wood
SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure
values obtained by calculations in compliance with RAS 127 using the values listed in the installation section
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Saxony 900-Slate
Length = 17"
TAS 112
Flat profile, interlocking, high-pressure extruded
Width = 13"
concrete roof tile with two nail holes. FQrdireit deck,
thickness = 1-5/32"
batten, mortar set or adhesive sgt•applicatidM? • • • •; •
Saxony 900
Length = 17"
TAS 112
Flat profile, interlocking, h jLpp;sure qXtjgded „•
Split Shake
Width = 13"
concrete roof tile with two pgijl"es. For direct deck,
thickness = 1-9/32"
batten, mortar set or adhesive rouapplications. Top : • •
surface produced with 4 di . erent configurations: • • • • •
1. Complete tile bruslvd. • • • • • • • • • •
2. Right half brushed (Sh10n rfgj din drtwi• • • • •; •
3. Left half brushed
4. No brush 0 • • • • • ......
Saxony 900-Shake
Length = 17"
TAS 112
Flat profile, interlocking, hi 'ressure extruded : • •
Width = 13"
concrete roof tile with two nail holes. Forairect deck,
thickness = 1-9/32"
batten, mortar set or adhesive set applications.
Trim Pieces
Length: varies
TAS-112
Accessory trim, boosted Barcelona, concrete roof
Width: varies
pieces for use at hips, ridges and rakes.
varying thickness
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 2 of 8
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
2.2 EVIDENCE SUBMITTED:
Test Agency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Atlanta Testing &
Engineering, Inc.
Celotex Corporation
Testing Service
Celotex Corporation
Testing Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
American Test Lab of
South Florida
Test Identifier
Test Name/Report
94-084
Static Uplift Testing
TAS 101 (Mortar Set)
94-060A
Static Uplift Testing
TAS 101 (Adhesive Set)
25-7183-6
Static Uplift Testing TAS 102
(2 Quik-Drive Screws, Direct Deck)
25-7183-5
Static Uplift Testing TAS 102
(2 Quik-Drive Screws, Battens)
25-7214-1
Static Uplift Testing TAS 102
(l Quik-Drive Screw, Direct Deck)
25-7214-5
Static Uplift Testing TAS 102
(I Quik-Drive Screw, Battens)
Project No. 307025
Wind Driven Rain
Test #MDC-77
TAS 100 .
7161-03
Wind Tunnel Testing . . .
Appendix II & III
. . •
TAS 108 (Nail -On)
Letter Dated Aug. 1, 1994
Wind Tunnel Testing ....
TAS 108 (Nail -On) '....'
P0631-01
Wind Tunnel Testing ......
TAS 108 (Mortar Set) • • • •
P0402
Withdrawal Resistance Testingpf'; •;
screw vs. smooth shank nails' '
RI.894/R2.894/R3.894
Physical Properties • • •:
TAS 112
520109-1
Static Uplift Testing
520I11-4
TAS 101
520191-1
Static Uplift Testing
TAS 101
Evaluation Calculations
25-7094
Evaluation Calculations
25-7496
Evaluation Calculations
25-7584/25-7804b-8/25-7804-4 & 5
25-7848-6
Evaluation Calculations
25-7183
Evaluation Calculations
Aerodynamic Multipliers
Calculations
Two Patty Adhesive Set System
Evaluation Calculations
Restoring Moments Due to Gravity
RT0617.04-16
TAS 112
Date
May 1994
March, 1994
Feb. 1995
Feb. 1995
March, 1995
March, 1995
04.19.94
Dec:l§§1
Aug. 1994
Jxly.1994
Sept. 1993
• . •
......
Atig;4994
Dec. 1998
March 1999
February 1996
April 1996
December 1996
March 1995
09/01/16
April 1999
09/01/16
06/29/16
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 3 of 8
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 underlayments 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
the applicable Building Code.
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) 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-1 (ft) • • • • Width-vo (ft)
Saxony 900
10.9
1.417 • h. •
Slate, Shake & Split Shake
•
• •..
Table 2: Aerodynamic Multipliers - X (ft3) • • • • • • •
Tile
I (ft3)
.X (ft3) ......
Profile
Batten Application
Dirdh4l5ebk Application
Saxony 900
0.291
0.315 ""
Slate, Shake & Split Shake
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
2":12"
3":12"
4" A 2"
5":12"
6":12"
7":12" or
greater
Saxony 900
Slate, Shake &
Direct Deck
Direct Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Split Shake
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Fastened Systems
Tile
Profile
Fastener Type
Direct Deck
(min 16132"
plywood)
Direct Deck
(min. 19132"
plywood)
Battens
Saxony 900
Slate, Shake & Split
Shake
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 48 Screws
51.7
51.7
24.4
1-10d Smooth or Screw Shank Nail (Field
Clip)
24.3
24.3
24.2
1-10d Smooth or Screw Shank Nail (Save
Clip)
19.0
19.0
22.1
2-10d Smooth or Screw Shank Nails (Field
Clip)
35.5
35.5
34.8
2-10d Smooth or Screw Shank Nails (Eave
clip)
31.9
31.9
32.2
Table 6: Attachment Resistance Expressed. as a Moment Mf (ft-lbf)
for Two Paddy Adhesive Set Systems • *see
•
Tile
Tile Application
Mtnilmtan Attagwmnt
Profile
• • • �tesistatlittr •
Saxony 900 Slate, Shake & Split Shake
Adhesive'
e. e e 31.32 & ;.
e e
1 See foam adhesive manufacturer's component
approval for installation requirements.
2 The Dow Chemical Company TileBond`" one -component foam minimum weight per paddy 13.9 graX2! • • • ; • • • • •
3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams.
.. • • • • •
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-W)
for Single Paddy Adhesive Set Systems • • • • •
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
ICP Adhesives Polyset® AH-160
Two -component foam
118.94
40.45
3 Large paddy placement of 45 grams of Polyset®
AH-160.
4 Medium paddy placement of 24 grams of Polyset4DAH-160.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
Mortar Seth
43.96
5 Tile -rite Roof Tile Mortar
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 5 of 8
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 SAXONY 900 TILES (LAKE WALES FL PLANT)
LOCATED UNDERNEATH 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. 6.0 •
6.1.2 Any other documents required by the Building Official or applicable buikknocode inoJer to
properly evaluate the installation of this system. 000000
PROFILE DRAWINGS • , , , , • • •
NAIL HOLES
ov
UNDERLOCK
I
SAXONY 900 - SLATE
......
5/32" (Slate)
COVERLOCK
MIAMI•DADE UNFY
NOA No.: 16-0711.05
CO
. , Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 6 of 8
PROFILE DRAWINGS
JAIL HOLES
Note: Available lop Surface Finishes
5. Complete tile brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush
SAXONY 900 - SPLIT SHAKE
1-9/32" (Shake)
•
....
•••..•
....
....
. .
....
....
.....
......
•. •
.....
.. ..
. ..
......
. .
. .
......
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 7 of 8
0
NAIL HOLES
0
PROFILE DRAWINGS
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
I!IW" (Shake)
••••
••••••
•
•
•
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 8 of 8
M® M
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 tho accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelylevIke, moji%nor • •' •
suspend the use of such product or material within their jurisdiction. RER reserves the rightotp rrypke thij;Keptance,,,,,:,
if it is determined by Miami -Dade County Product Control Section that this product or matesiaLLai1S to meet the +
requirements of the applicable building code. .... .... .0000:
This product is approved as described herein, and has been designed to comply with the Flonda Wilding bodes' *%*so
including the High Velocity Hurricane Zone of the Florida Building Code. 000000 ; ; • • •, • • 0 • •
DESCRIPTION: Polyglass Polystick Underlayments :":': "•
. + + + ......
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Cjty! st,�ate aria following •...
00
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 and revises NOA No.14-0717.08 and consists of pages 1 through 8.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
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 313'/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 & #2
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 3'3 '/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'/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 & #2
•
underlayment.....
......
Polystick TU P
32'10" x 3'3'/8"
TAS 103 and A rubberized asphalt waterproorin� m*embrane,k1a'ss-
Manufacturing
130 mils thick
000,
ASTM D 1970 fiber/polyester reinforced, with aenular surface
...
•
Location #2
designed for use as a tile roof unog4jyment. ....
• • • • • •
Polystick TU Plus
65' x 3'3'/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber'/P8f ester
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing membra*x .1esign@*d as a.metal
Manufacturing
roofing and roof tile underlaymg t. : • •
• .
Location #1 & #2
.... %
......
Polystick NITS
65'8" x 3'3'/8"
TAS 103 A homogeneous, rubberized asl Wf 4terprQofi4g
; • • • • ;
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyorQtUclilm
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polystick NITS Plus
65'8" x 3'3'/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 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 tile underlayment systems.
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test Agency Test Identifier
Test Name/Revort
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
9� 2�/06
PUSA-055-02-02
TAS 103
•12/.VO7
PUSA-089-02-01
TAS 103/ASTM D4798 &'C135:
.... •
074W09 .'
Momentum Technologies, Inc. JX20H7A
TAS 103/ASTM D4798 &o 455 •
04AO1/08 •
RX 14E8A
TAS 103/ASTM D4798 &•6t 55.
44t0 i09 • • •
•
DX23D8B
TAS 103/ASTM D4798 & 0153
152tP8/10 • • •' •
DX23D8A
TAS 103/ASTMD4798&•6:SS:
:U2/1 to
.. ..
. .. ......
ABELING:
.
. . 0000%
......
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufaatiirere's nam: or lejo, cit}"":
and state of manufacturing facility and the following statement: "Miami -Dade County Product Contro4 approved"
or the Miami -Dade County Product Control Seal as shown below.
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.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
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 4" head lap. (for
base sheet only)
Membrane:
Elastoflex S6 G, hot asphalt applied
Surfacing:
See General Limitations Below. • • Y •
• • •
•
•• • ••••
•
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 membra$e self- ddtfdred.
Anchor/Base Sheet:
...... .. .
One or more plies of ASTM D 226 Type II or ASTM D 2626. ..'..' ; '..
.....
.000 V
Fastening:
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a r11*nHi4n 4"head iap. (for
•.
. . . .
base sheet only) ......
......
Ply Sheet:
Polystick MTS Plus, self -adhered with minimum 3" horizontal laps� ankinirnL 6'1 vertical;"
laps. 64.0
Membrane:
Polystick TU Plus, self -adhered.
Surfacing:
See General Limitations Below.
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
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 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-'/z" 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 Polymck NITS Pll"y be
......
•
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof fil$ 91stems`aliitrquarry
• • • • • •
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 jtZ90f till;,Tyst:ms.
• • • • `
•
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, Polystiek9rt P, Polyslzek TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. "de 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 (Days)
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
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 5 of 8
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. 0000
&&IS
Roof Deck prepared with
POLYSTICK7U Rua
. .
....
......
Roofing Tiles
••
••••
••••••
(6 Max Per Stack)
• • •
•
• •
••••
••••
• •
••••
••••
•••••
12
••• •
•• •
•••••
6
. ..
. ..
..•...
•
• •
• •
••••••
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
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, Poly§tick 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 V 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 contacts 0.0 • • • • • •
• "' :'
.. . ....
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform j4Xer of PolygjU
.
......
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Fla"g Cement,
0.
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in bate een
•
the application of the lap. The use of mastic between the laps does not apply to Polysticl -M;r-l. 00000
• • • • •
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to Ale Polygfs� Nile
..
Loading Guidelines. See General Limitations #9 and #10. •
, ,, •
.
• • • • •
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be us;d on atl projj4j for,
• ""'
pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/ 't2", ptecautiohs should be: 0.. 0:
taken, such as the use of battens to prevent tile sliding during the loading process. " ' : . • 0 .
0
... .
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.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 7 of 8
10. All self -adhered membranes must be rolled to ehsure 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 TINS ACCEPTANCE
. .
....
......
......
....
:0*0%
......
....
....
. .
....
....
.....
......
.. .
.....
..
00
......
•
..
•
. .
. .
......
. .
......
• • •
. • •
0000
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 8 of 8
MIAMI-DADE COUNTY
MAM PRODUCT CONTROL SECTION
in 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"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 labdl 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 an4 that 41as betiloft change • • • • •
in the applicable building code negatively affecting the performance of this product. • • • , • • a :.... a
,•+• •„
, • • •
TERMINATION of this NOA will occur after the expiration date or if there has been a.leviglion or cliarige in the* •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endors eeV n; of anY proanct, for, , • • • • •
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comiply� ith any %ection of • •
this NOA shall be cause for termination and removal of NOA. • •
. . . . ......
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1dj(Jt, ,lid followed by the: • • + •
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
M AMI-aAne eouNW 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 nianufactured 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 a"almment
resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. . • • • • •
MANUFACTURING LOCATION:
"':" '•'•
1. Tomball, TX.
.... . • . •
.... ....
PHYSICAL PROPERTIES:
""" " '
90 0 0
Property Test
Resu;60 0 •
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 t 96
3.1 Perm / Inch
Dimensional Stability ASTM D 2126
+0.07% Volume Change @ -400 F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content 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
MAMI•DADE COUNTY
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Aeencv
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Ideritiiier
Test Name/Report
Date
#94-060
257818-IPA
TAS 101
04/08/94
25-7438-3
TAS 101
SSTD 11-93
12/16/96
25-7438-4
10/25/95
25-7438-7
25-7402
SSTD 11-93
11/02/95
SSTD 11-93
12/12/95
NB-589=631
ASTM D 1623
02/01/94
9637-02
ASTM E 108
04/30/93
01-6743.011
01-6739-062b[l]
ASTM E 108
11/16/94
ASTM E 84
01/16/95
7050.02.96-1
P36700.64.12
TAS 114
"'
03/14/9b.'
P39740.62.12
ASTM D 1623
••; 04/18/12:
TAS 101
......02/2NIi•
TAS 123
528454-,2-1
528454-9-1
TAS 101
"" ' •' •
' ....' 10/23/9'8"' •
528454-10-1
•
520109-1
520109-2
TAS 101
• • •
2/28/98
520109-3
" " %
520109-6
'
520100-7
••••
520191-1
520109.2-1
TAS 101
03/02/99
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 PAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
aIAMPDADE COUNTY
...1
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
Test Name/Reuort
Date
#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
NB-589-631
ASTM D 1623
02/01/94
9637-92
ASTM E 108
04/30/93
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[l]
ASTM E 84
01/16/95
7050.02.96-1
TAS 114
•..0
03i1.4d9G°
P36700.04.12
ASTMD 1623
•..�
04/lWii-
P39740.02.12
TAS 101
..... •
02f21;t 2
TAS 123
528454-2-1
TAS 101
""
10/2T19
528454-9-1
528454-10-1
�• ��
••
520109-1
TAS 101
12/;8/9$
520109-2
520109-3
•
520109-6
520109-7
520191-1
TAS 101
03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
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 RTF 1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or JCP•'
Adhesives ProPack® 30 & 100 dispensing equipment only.
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. ...... ..:.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minute's affeVICP Adhesives
Polyset® AH-160 has been dispensed.
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordav*"with the
'Placement Details' herein. Each generic tile profile requires the specific placement noted%ein. :
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
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
3!1 grams under pan
LABELING:
... .
....
.
000900
.... 0000
. .
All approved products listed herein shall be labeled and shall bear the imprint or identifiable markkWof the". . . . .....
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Apr",Vd" or tke Miami-
. ..:..'
. .
Dade County Product Control Seal as shown below. • • • • • • • • • • • •
. . . . ......
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
MIAMI•DADE COUNTY
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
r r s
ADHESIVE PLACEMENT DETAIL # 1
N�tiNmUphplaitkosawt PaddYlsasraalhiilsJ
�rs6� ►aqul►ndl. ;
17ad•r4ym•ns
ti
101
U"C•un•
•
1o�r.
ascta
21n
Ems Oasur•
j Nall tfiroughpbs* oement
1when requlred0
10 Fa. x,;,-
4 21Rwlde
4d•tttM5 optl•nal
P*4dl116tm**6 T4*l l
Law clasura
Fascia
KA lhnm9h pinule
("an roqulrcdM
� �d•1 I>I"na whT71•F
u►,d�.n.ym,.,r o
?Rin•M
2 In, ww.
9ascens
aplianaf
Eav t au►sa
ti.
Fasda
YYeephoFr
1Q In. .1:In.
Csne{IGSYR
�
brlpadge
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
0000
1. Starting at the eave course, apilly a mininjgr2.. ......
(50.8 mm) x 10" (254 mrfrl j�•1';(25.4 mrpl foam • •
paddy onto the underlayruQuL41gsitione U shown ....
under the pan portion of the t�leclosest to the
overlock of the tile being set.. • • • • •
2. Continue in same manner.4;mT apprQx matgly 17 • •: • • •
(109.7 cm2) — 23 (148.4 CMZ)%Iquare idth Iftesive • • • • ; •
contact with the undersid$'d= tile. '
. . . . ......
.. . . • • •
• .
0000
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
• { a
ADHESIVE PLACEMENT DETAIL # 2
Phil tbrougtsphulttotnNrt VrddyllaurwhTar]
(when required)
Ondarlaymtnt
9atbars optional
FisMaCoutsi Ate"°'
4 a
Fasda
gore Closure
Wail through plastic Dement
(when rewiredl
padldy(9ent;ath
7TIM
Fmcia
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 11fe • • • : :*see:
.
aaaa aaaa aaaaa
1. Starting at the eave course, �ggly� •minirr�m 2" (50.8 • • • • •
mm) x 10" (254 mm) x 1" (254tyitn) foam paddy ......
onto the underlayment positiQ"4s shown upder the a •
pan portion of the tile closest tothl overlock of the ....;.
tile being set. Insure approximately 17 (1Wycm2) — .
23 (148.4 cm) square inch adhesive contact vAth the : • • • •:
underside of the tile. • • • •
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Kam dnough pbsdc ce
#Wbarl rwwlreo
yy,
I I�•RMMMITiI•)
1Mdti#•yn++n�
O
N'
`+�
Rattans aptloeai
Bare Cause
esaie
H+•ph4++
101n, 2In.
Ea.edowmr
bapadge
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 z) - 19 (122.6 cm 3 square inch a&e9ive • • • • ..
contact with the underside ofthe tile. • • • • •
...... .... ......
.... .... . .
.... .... .....
...... .. . .....
.. .. . .. ......
. . . . ......
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
i (1
ADHESIVE PLACEMENT DETAIL # 3
MR through plastic cement
Paddy (between tiles)
(when rewired)
Batton optional °
°
t►a� Under tile)
Single paddy
on tv of tie
r �
a►
epaddy J�
R`•��°i
onundedaFcent `r 2X In.
to'
42I.
Uvecle9ue
flat/Low ProflieTlie
Nag throogh plastic Dement Single paddy under tie
(when required)
Paddy (between fifes)
Battens paddy (under t1e)
optional r',
1
mottle
1 *i
6sa(n. se1n.°�,
S".Patddy on
undedayment
4i
c
tole. `<ti 21n.
Eave Closure
Eave Course Fvsrla
Nledlum ProtlleTlle
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, 9� V> der the
pan portion of the tile, closest tp the u)14e,ILgpc for • • • • • •
the second course tile to Ise Atoled. Insure. •
approximately 8-9 in (5 L6.58.1 cm2) af'adhesive ....:0
contact with the undersideof''itko tile.
Soso •••• • .
see* .... .....
(Instructions continued on net? Phft • • 0. *.to**
•• •• • •• ••••••
•
Sao••• • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nag Romp plastic 51 je paddy under uk
(when required)
paddy ax" een tiles)
Battens Optional
,ram Paddy (under tne)
f
"4 x 4 in.
sinoe 2 x 4 in
Padd�yy=
ii0pottle
Earetourse
asda
Weephale
1011L in. Eave dosure
Drip edge
MEMO
K1gb Pro1lleTpe
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm') - 9 (58.1 cmz) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
• •
••••
••••••
••4•00
••••
••••••
000000
••••
••••
• •
• 4,
• •
••••
••••
•••••
• •
••••••
•• •
•••••
•• ••
• ••
••••••
•
• •
• •
••••••
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. contact area..
Underlayment
Eave closure
(motar shown)
Fascia Board
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
Turn covers upside down exposing the underside
of the tile. Apply a mir imunl 1" (25.v�qWx 10"• • • • • •
(254 mm) bead of adhd§j)odQectly on��j inner • •
edge of each side of the. Gg-jWtile. I, #% • e • • ; •
approximately 3/4" (I%wA.to 1" (25.4emm) e
from the outside edge ofetketile, inward,. free of . e
foam to allow for expannonl• a 0000 **Go*
eeeeee e. 00 eeee.
4. Turn cover tile over aft? f8ft is appliedoand • • • • • •
place onto pan tile could. i$4ire a minif ium of • •
20 (129 cm2) - 25 (161*3 cm21squarlinre4a ••e•ee
contact area on each sine o€%e cover tile to the :***a:
•• • • • e
pan tile. Continue in same manner. friin•away
R•t•
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11