RF-05-22-1166Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
574 NE 95TH ST, Miami Shores, FL 33138
Permit NO.: RF-05-22-1166
Permit Type: Roof
Work C/ossii ication: Tile
Permit Status: Approved
Issue Date: 05f' b ~ Expiration: 11/28/2022
Parcel Number
1132060140790
W
Contacts
Maureen Lord Owner OBENOUR ROOFING SHEET METAL & Contra ctor
574 NE 95 ST SUPPLY CO. INC
JAMES OBENOUR
9822 NE 2 AVE SUITE 9, MIAMI SHORES, FL 33138
Business: 3057572612 OBENOURROOFING@AOL.COM
Description: RE ROOF TILE- ROOF WITH BORAL SAXONY SLATE 49
�I Valuation: $ 36,475.00 k Inspection
Requests:
"STERLING" ABMESIVE SET
Total Sq Feet: 2,517.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$22.20
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$7.40
Roofing Fee
$250.00
Technology Fee
$7.50
Total:
$344.60
MMMEM
Payments
Date Paid
Amt Paid
Total Fees
$344.60
Check# 11325
05/09/2022
$50.00
Check If 11333
05/26/2022
$294.60
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 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, 1,quthorize theogve named contractor to do the work stated.
Authorized Signature: Owner
/ Contractor / Agent
Date
May 26, 2022 Page 2 of 2
Miami Shores Village
RECEIVED
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
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC gROOFING
F-IPLUMBING ❑ MECHANICAL
JOB ADDRESS:
MAY o 6 i0??.
BY:
F 1B�C 2r0
Master Permit No. R _OJ ZZ7
Sub Permit No. 'A )�-- I to l
❑ REVISION ❑ EXTENSION ❑RENEWAL
E]PUBLICWORKS ❑CHANGE OF
CONTRACTOR
I%
❑ CANCELLATION ❑ SHOP
DRAWINGS
Folio/Parcel#: 3;0. - ON- 07 /41 Is the Building Historically Designated: Yes NO.
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): MAdR 4-6A) dVeb Phone#:34'S"35-04/
Add
S%
City: i6/ir7Yyl SIu X, S State: 44
Tenant/Lessee Name:
Email
CONTRACTOR: Company Name: 0t54C"041/C- X'c'E/5/Phone#: f`'�"-%d�% �/.l
Address:/ %S'u Alt- a? ff I/
City: !T�//�''rr S%°QP S State: f j zip: 33/ 3 a'
Qualifier Name: J�'-/°'I e 1 D G%j2-gyp,/✓ Phone#: .3&S-7S-7 -'dG/L
State Certification or Registration #: eeC_ O! `1,30 G Certificate of Competency #: C- x G 5/d-Tl
DESIGNER: Architect/Engineer:
State: Zip:
Value of Work for this Permit: $ 3L•r 4( 7U . �- Square/Linear Footage of Work: _)L 5 / 7
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: � Wc.. F ///6 ' c t u/i Tr1 f3�f ✓f ( .r/f x JYc� �L /1-2�E
C 0 4AI,A-St//t C-k/
Specify color of color thru tile: s i <_ 2.2-r //,c
Submittal Fee
Scanning Fee $
Technology Fee
Structural Reviews $
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF$ CO/Cc$
DBPR $ Notary
Double Fee $
Bond$
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
ME
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 ev (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not bq4pproved and a teinsp4donfee will be charged.
OWNER or AGENT
T e fo going instrument was acknowledged before me this
day of921 20 .Z by
M nGrb Pt- t-o X �- who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
CONTRACTOR
The foregoing instrument was acknowledged before me this
lday of 207_-, • by
M es b ID � who is personally known to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
as
Zoning
(Revised02/24/2014)
Structural Review Clerk
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.aov
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR
EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION
553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2"d Ave
Miami Shores, FI 33138
Re: Owner's Name: R4L� R(,PV )ot.b
Property Address: SZ-/ We �� Si
Roofing Permit Number:
S _ 5 za z_2�
Dear Building Official:
1 &.4 dLo,C A certify that I am not required to retrofit the roof
t all connections of my building because:
7Th�i The just valuation for the structure for purpose of ad valorem taxation is less than
$300,000.00. Pleakattach proof of ad valorem taxation.
❑ The building wa c nstructed in compliance with the provisions of the Florida Building Code
(FBC r with the sions of 1994 edition of the South Florida Building Code(1994BC)
Signature Print Name
State of Florida, Miami Dade County
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the
above property mentioned. Sworn to and subscribed befor`
20 , .; ;
,MSIOk HH0
EXPIRSray74,2025
' $ •'Bn^dad Tha P' ,�y Doc Ur.�eudten
Notary Public, State of Florida at Large`
• 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.
For Forms and Applications click here:
http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia
miShoresVillage
Rev01 142021 Owner affidavit of exemption Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-014-0790
Property Address:
574 NE 95 ST
Miami Shores, FL 33138-2732
Owner
MAUREEN E LORD
Mailing Address
574 NE 95 ST
MIAMI SHORES, FL 33138-2732
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SO
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY:1 UNIT
Beds I Baths I Half
2/2/0
Floors
1
Living Units
1
Actual Area
2,005 Sq.Ft
Living Area
1,729 Sq.Ft
Adjusted Area
1,863 Sq.Ft
Lot Size
12,900 Sq.Ft
Year Built
1940
Assessment Information
Year
2021
2020
2019
Land Value
$413,936
$413,936
$386,677
Building Value
$129,665
$129,665
$129,665
XF Value
$1,782
$1,792
$1,802
Market Value
$545,383
$545,393
$518,744
Assessed Value
$171,097
$168,735
$164,942
Benefits Information
Benefit
Type
2021
2020
2019
Save Our Homes
Cap
Assessment
Reduction
$374,286
$376,658
$353,202
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
MIAMI SHORES SEC 2 PB 10-37
LOTS 3 & 4 BLK 55
LOT SIZE 100.000 X 129
OR 14110-981 0589 1
Generated On : 5/9/2022
Taxable Value Information
2021
2020
2019
County
Exemption Value
$50,000
$50,0001
$50,000
Taxable Value
1 $121,0971
$118,7351
$114,942
School Board
Exemption Value
$26.000
$25,000
$25,000
Taxable Value
1 $146,097
$143,7351
$139,942
city
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $121,0971
$118.7351
$114,942
Regional
Exemption Value
$50,0001
$50,000
$50,000
Taxable Value
$721,097
$118,735
$114,942
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
05/01/1989
$113,000
14110-0981
Sales which are qualified
06/01/1978
$57,000
10078-0336
Sales which are qualified
10101/1977
$55,500
09849-0273
Sales which are qualified
10/01/1973
$52,000
00000-00000
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This websim 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:// v .miamidade.gov/info/disclaimer.asp
Version:
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.ctov
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS
NOTIFICATION FOR ROOFING CONSIDERATIONS
R4402.13.1 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
ow s i 'tial in the designated space indicates that the item has been explained.
1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are
f r t e pur of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
appeara ce, that are not part of a zoning code, should be addressed as part of the
aerleE Xt between the owner and the contractor.
2. mailing 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
rogf Neck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation
b e neighboring units (i.e., townhouses, condominiums, etc.) In buildings with
common ro fs, the roofing contractor and/or owner should notify the occupants of
adj ent units of roofing to be performed.
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the
r dec . an be viewed from below. The owner may wish to maintain the architectural
a earance, therefore, roofing nail penetration of the underside of the decking may not be
a ptable. This provides the option of maintaining the appearance.
0 L-PC nding water: The current roof system and/or deck of the building may not
d and may cause water to pond (accumulate) in low-lying areas of the roof.
Pounding can be an indication of structural distress and may require the review of a
professional structural engineer. Pounding may shorten the life expectancy and
performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
Rev01 142021 Owners roofing consideration Page 1 of 2
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.qov
!rflow scuppers (wall outlets): It is required that rainwater flows off so that
verloaded 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
Septlons R4402, R4403 and R4413.
Ventilation: Most roof structures should have some ability to vent natural
ai o throu h the interior of the structure assembly (the building itself). The existing
amount of atc ventilation shall not be reduced. It may be beneficial to consider additional
vgting which n result in extending the service life of�oe roof,
— 5'— �oz.7i
Agent's Signature Date
ature
16126'->-�-
Date
For Forms and Applications click here:
http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia
miShoresVillage
RevOI 142021 Owners roofing consideration Page 2 of 2
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.aov
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS
NOTIFICATION FOR ROOFING CONSIDERATIONS
R4402.13.1 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
ow s i 'tial in the designated space indicates that the item has been explained.
1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are
f r t e pur of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
aopearance, that are not part of a zoning code, should be addressed as part of the
between the owner and the contractor.
2. nailing wood decks: When replacing roofing, the existing wood roof deck
av have to be renailed in accordance with the current provisions of Section R4403. (The
is usually concealed prior to removing the existing roof system).
;. Common roofs: Common roofs are those which have no visible delineation
be neighboring units (i.e., townhouses, condominiums, etc.) In buildings with
common roofs, the roofing contractor and/or owner should notify the occupants of
adj ent units of roofing to be performed.
4, Exposed Ceiling: Exposed, open beam ceilings are where the underside of the
r dec an be viewed from below. The owner may wish to maintain the architectural
a earance; therefore, roofing nail penetration of the underside of the decking may not be
a&ptable. This provides the option of maintaining the appearance.
5. Ponding water: The current roof system and/or deck of the building may not
d and may cause water to pond (accumulate) in low-lying areas of the roof.
Pounding can be an indication of structural distress and may require the review of a
professional structural engineer. Pounding may shorten the life expectancy and
performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
ReV01 142021 Owners roofing consideration Page 1 of 2
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.ciov
scuppers (wall outlets): It is required that rainwater flows off so that
ided 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
Segtlons R4402, R4403 and R4413.
Ventilation: Most roof structures should have some ability to vent natural
ai o throu h the interior of the structure assembly (the building itself). The existing
amount of ati�jc ventilation shall not be reduced. It maybe beneficial to consider additional
v�ting which n result in extending the service life ofAe roof
Signature Date ntractorSignature Date
For Forms and Applications click here:
http://bidg. miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia
miShoresVillage
ReV01 142021 Owners roofing consideration Page 2 of 2
Florida Building Code 7th Edition (2020)
High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County
Section A (General Information) RECEIVED
Master Permit Number:
Contractor's Name:
Process Number:
BY
Job Address: 3 Z'/ /_ Y�_ S/
❑ Low Slope
ROOF CATEGORY
❑ Mechanically Fastened Tile Q Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles / Shakes
ROOF TYPE
❑ New Roof ❑ Repair ❑ Maintenance EJ Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (ft') Steep Sloped Roof Area (ft2) Total (ft2)
/JY / 7 of 5-/ -/
Are there gas vents on the roof? O Yes (7 N�o If Yes what type? 0 Natural o LPX
Is there an existing roof top Solar System? O Yes O'No If yes will it be reinstalled? 0 Yes 0 No
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.
Z/
!2 I
CITY
COPY,z I
3
19
V
.tY� Miami Shores Village Building Department
Zoning Dept. Date
Building Dept. Date
Subject to compli a with all Federal, State
and County rules nd regulations.
/fr Permit#
Florida Building Code 7th Edition (2020)
High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Product Control Number:
LA/ Aor A'I✓i 2J- 6
Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations:
Zone1: /a: G' S Zone 2e: /a�G 5 Zone2n: ZG.y Zone 2r: 24 Zone 3e: 94• V Zone 3r: 31• Z
Slope Range: e52:12 to <_ 4:12
Roof Slope:
.: 12
Ridge Ventilation?
N/ A
Roof Shape: OAII Hip Roof
0>4:12to:56:12 0>6:12to!512:12
(Diable Roof or Partial Gable/Hip Roof
Deck Type: I '✓_J `J1.4'x
Underlayment Type: *3 m /i 2,2 4,
Mean Roof Height:
Insulation: 1 W4
Fire Barrier: l_ 4A
Fastener Type & Spacing: — .. a o _Aw_S u
Cap Sheet Type: 1 /2,1� 9144 ti % v /4 •4 X
&Ze'16n441.d 'L— IZ"d .G
Cap Sheet Attachment: SrZr1.-Wve,
Roof Covering: /G( fiTcry %n'� S%i't c
Drip Edge Type & Size: 21 9A yWI 3F
Florida Building Code 7th Edition (2020)
High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County
Section E (Tile Calculations)
For Moment based tile systems, choose Method 1. Compare the values for Mrwith 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.
Method 1* " Moment Based Tile Calculations per RAS 127"
Enter positive uplift pressures when using this table
( Zone 1: 'N x ), .3/6 = 03.3/) — Mg: 7•t_2 = Mn it'L f Product Approval Mf: b3
(zone 2e: --N x A ,31L = 73.31 ) _ Mg: 7.6 Z = Mr2e N :L f Product Approval Mf: & 3
( Zone 2n: —/uS x A j/4'
= 3r%a2 )—Mg: 9.6 z-
= Mr2n 210. Y
Product Approval Mf: tj
( Zone 2r:—/aP xA 31a�=
34-02-)—Mg: 7.42
=Mr2r u•V
Product Approval Mf: g3
(Zone3e: 9 /uxA '311i
= 3yo2-)—Mg: 71 r=Mrae
t&•y
Product Approval Mf:
(Zone3r:xA'3ri'=
lo.0-)— mg: %41"
=Mr3, 32.7
Product Approval Mf: B3
Tile attachment method:
Alternate Tile attachment method:
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.
Method 3* "Uplift Based Tile Calculations per RAS 127"
(Zone 1:
x L =
x W =
) — (w) x cos B
) = Fr2
Product Approval F':
(Zone 2e:
—x L =
x W =
) — (w ) x cos 9
) = Fr2e
Product Approval F':
(Zone 2n:
—x L =
x W =
) — (w) x cos 8
) = Fr2�
Product Approval F':
(Zone 2r:
x L =
x W =
) — (w) x cos B
) = Fr2r
Product Approval F:
(Zone 3e:
x L =
x W =
) — (w) x cos B
) = Fr3e
Product Approval F':
(Zone 3r:
x L =
x W =
) —(w) x cos B
) = Fr3
Product Approval F':
*Method 2 "Simplified Tile Calculations" only applicable in Broward County.
Where to obtain N rmatlon
Description
Symbol
Where to Find
Design Pressure
Zones 1, 2e, 2n, 2r,3e, 3r
From the applicable Table in RAS-127 or be an engineering
analysis prepared by a PE based upon ASCE 7
Mean Roof Height
H
Job Site
Roof Sloe
B
Job Site
Aerodynamic Multiplier
A
Product Approval / Notice of Acceptance
Restoring Moment due to Gravity
M
Product Approval / Notice of Acceptance
Attachment Resistance
Mf
Product Approval / Notice of Acceptance
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval / Notice of Acceptance
Required Uplift Resistance
F,
Calculated
Average Tile Weight
w
Product Approval / Notice of Acceptance
rile Dimensions
L=Length W= Width
Product Approval / Notice of Acceptance
All calculations must be submitted to the Building Official at the time of permit application.
Florida Building Code 7th Edition (2020)
High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND
ATTACH THE REQUIRED DOCUMENTS BELOW:
Roof System
Required Sections of the Permit
Application Form
Attachments Required See List
Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
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
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component Product Approval
5.
Municipal Permit Application
6.
Owner's Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing / Calculation Documentation
MIMI I.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.mismidade.eov/economy
Beral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 21-0420.03 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 22-0201.08
M AMMADE COUNTY Expiration Date: 04/26/27
Approval Date: 04/21/22
Page 1 of 10
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub-Cateeorv:
Roofing Tiles
Material:
Concrete
Deck Type:
Wood
1. 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. For direct deck,
thickness = 1-5/32" batten, mortar set or adhesive set applications.
Saxony 900 -
Split Shake
Saxony 900-Shake
Trim Pieces
MIAMFDADECOUNTY
,.... 1
Length =17"
Width= 13"
thickness = 1-9/32"
Length = 17"
Width= 13"
thickness = 1-9/32"
Length: varies
Width: varies
varying thickness
TAS 112 Flat profile, interlocking, high-pressure extruded
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications. Top
surface produced with 4 different configurations:
1. Complete rile brushed
2. Right half brushed (shown in drawing)
3. Left half brushed
4. No brush
TAS 112 Flat profile, interlocking, high-pressure extruded
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications.
TAS-112 Accessory trim, boosted Barcelona, concrete roof
pieces for use at hips, ridges and rakes.
STERLING
1 FMCS5759
NOA No.: 22-0201.08
Expiration Date: 04/26/27
Approval Date: 04/21/22
Page 2 of 10
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Descrintion
ICP Adhesives Polysee AH-160
TILE BONDTM Roof Tile Adhesive
"Tile Tite" Roof Tile Mortar
Touch `N Seal StormBondo 2 Two -
Component Polyurethane Roof Tile
Adhesive
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof file adhesive.
Premixed, pre -bagged roof tile
mortar.
Two component polyurethane
foam adhesive.
Touch `N Seal StormBone One One component polyurethane
Component Polyurethane Roof Tile foam adhesive.
Adhesive
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
2.3 EVIDENCE SUBMITTED:
Test Agency Test Identifier
The Center for Applied 94-084
Engineering, Inc.
94-060A
Redland Technologies
25-7183-6
25-7183-5
25-7214-1
25-7214-5
Project No. 307025
Test #MDC-77
7161-03
Appendix II & III
Letter Dated Aug. 1, 1994
P0631-01
P0402
Manufacturer
(With Current NOA)
1CP Adhesives and Sealants, Inc.
DuPont de Nemours, Inc.
Bermuda Roof Co. Inc.
DAP Foam, Inc.
DAP Foam, Inc.
Test Name/Report
Date
Static Uplift Testing
May 1994
TAS 101 (Mortar Set)
Static Uplift Testing
March, 1994
TAS 101 (Adhesive Set)
Static Uplift Testing TAS 102
Feb. 1995
(2 Quik-Drive Screws, Direct Deck)
Static Uplift Testing TAS 102
Feb. 1995
(2 Quik-Drive Screws, Battens)
Static Uplift Testing TAS 102
March, 1995
(1 Quik-Drive Screw, Direct Deck)
Static Uplift Testing TAS 102
March, 1995
(1 Quik-Drive Screw, Battens)
Wind Driven Rain
Oct. 1994
TAS 100
Wind Tunnel Testing
Dec. 1991
TAS 108 (Nail -On)
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
NOA No.: 22-0201.08
Expiration Date: 04/26/27
Approval Date: 04/21/22
Page 3 of 10
Atlanta Testing & R1.894/R2.894/R3.894
Physical Properties
Aug. 1994
Engineering, Inc.
TAS 112
Celotex Corporation 520109-1
Static Uplift Testing
Dec.1998
Testing Service 520111-4
TAS 101
520191-1
Static Uplift Testing
March 1999
TAS 101
Walker Engineering, Evaluation Calculations
25-7094
February 1996
Inc. Evaluation Calculations
25-7496
April 1996
Evaluation Calculations
25-7584/25-7804b-8/25-7804-4 & 5
December 1996
25-7848-6
Evaluation Calculations
25-7183
March 1995
Evaluation Calculations
Aerodynamic Multipliers
09/01/16
Calculations
Two Patty Adhesive Set System
April 1999
Evaluation Calculations
Restoring Moments Due to Gravity
09/01/16
American Test Lab of RT0617.04-16
TAS 112
06/29/16
South Florida RT0209.01-22
TAS 112
02/01/22
RT0209.04-22
TAS 112
02/17/22
PRI Construction COPO-002-02-12
TAS 101
10/12/2016
Material Technologies COPO-002-02-06
TAS 101
10/12/2016
COPO-002-02-05
TAS 101
10/12/2016
BORR-022-02-01
TAS 101
02/25/2019
BORR-022-02-02
TAS 101
02/25/2019
BORR-022-02-03
TAS 101
02/25/2019
BORR-022-02-04
TAS 101
02/28/2019
2002T0003.03
TAS 101
11/06/20
MEMO ETC, LLC 4c-DPBS-20-LSOTM-
TAS 101
12/17/20
0I.C.R1
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS
106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office
for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section
4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance
with applicable
building code.
NOA No.: 22-0201.08
Expiration Date: 04/26/27
Approval Date: 04/21/22
Page 4 of 10
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 (1 x w )
Tile Profile
Weight-W (Ibf)
Length -I (ft)
Width-w (ft)
Saxony 900
Slate, Shake & Split Shake
10.9
1.417
1.08
Table 2: Aerodynamic Multipliers -2, (ft')
Tile Profile
2. (ft3)
2. (ft3)
Batten Application
Direct Deck Application
Saxony 900
0.291
0.315
Slate, Shake & Split Shake
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile Profile
2":12"
3":12"
4":12"
5":12"
61.:12"
7":12" or
greater
Saxony 900
Slate &, Shake &
Direct Deck
Direct Deck
I
Battens
I
Direct
I Deck
Battens
I
Direct
I Deck
Battens
Direct
Deck
Battens
Direct
Deck
Split Shake
7.70
1 7.62
1 6.61
1 7.50
1 6.48
1 7.34
6.31
7.16
6.13
1 6.95
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Fastened Systems
Tile Profile
Fastener Type
Direct Deck
Direct Deck
Battens
(min 15/32" plywood)
(min. 19/32" plywood)
Saxony 900
2-10d Ring Shank Nails
30.9
38.1
17.2
Slate, Shake &
1-10d Smooth or Screw
7.3
9.8
4.9
Split Shake
Shank Nail
2-10d Smooth or Screw
14.0
18.8
7.4
Shank Nails
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw
24.3
24.3
24.2
Shank Nail Field Clip)
1-10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw
35.5
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
31.9
31.9
32.2
Shank Nails Eave Clip)
NOA No.: 22-0201.08
MIAMMADECOUNTY Expiration Date: 04/26/27
f Approval Date: 04/21/22
Page 5 of 10
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Paddy Adhesive' Set Systems
Tile Profile
Tile Application
Minimum
Attachment
Resistance
Saxony 900 Slate &, Shake & Split
Shake
TILE BONDTM Roof Tile Adhesive
632
TILE BOND"" Roof Tile Adhesive
653
ICP Adhesives Pol set® AH-160
31.34
Touch 'N Seal StormBonde2
595
Touch 'N Seal StormBond" (one component)
1055
1 See foam adhesive manufacturer's component approval for installation requirements.
2 Medium paddy weight of 8 grams per paddy of TILE BOND"" Roof Tile Adhesive
3 Medium paddy weight of 16 grams per paddy of TILE BOND"" Roof Tile Adhesive
4 Medium paddy weight of 8 grams per paddy of Polyset® AH-160
5 Medium paddy weight of 8 grams per paddy of Touch 'N Seal StormBond 412
6 Medium paddy weight of 18.7 grams between tile and underlayment, paddy weight of 10.5 grams on overlap of tile of
Touch'N Seal StormBond ® one component)
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Paddy Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Saxony 900 Slate &, Shake &
Split Shake
ICP Adhesives Polyset@ AH-160
1197
ICP Adhesives Pol set® AH-160
1155
ICP Adhesives Pol set® AH-160
839
ICP Adhesives Pol set® AH-160
6070
Touch 'N Seal StormBond®2
93"
Touch 'N Seal StormBond®2
62t2
7 Large paddy weight of 45 grams of PolysetO AH-160
8 Medium paddy weight of 34 grams of Polyset® AH-160
9 Medium paddy weight of 24 grams of Polyset® AH-160
10 Medium paddy weight of 18 grams of Polyset® AH-160
11 Large paddy weight of 45 grams of Touch 'N Seal StormBond ® 2
12 Medium paddy weight of 24 grams of Touch 'N Seal StormBond e 2
Table T: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Saxony 900 Slate &, Shake & Split
Mortar Sei13
43.9
Shake
13 Bermuda Roof Co. Inc. Tile -rite Roof Tile
Mortar.
NOA No.: 22-0201.08
MIAMMADE COUNTY Expiration Date: 04/26/27
Approval Date: 04/21/22
Page 6 of 10
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.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 22-0201.08
MIAM E ADE COUNTY Expiration Date: 04/26/27
FS—UNI M Approval Date: 04/21/22
Page 7 of 10
NAIL HOLES
PROFILE DRAWINGS
UNDERLOCK
SAXONV 900 - SLATF.
5/32" (Slate)
COVERLOCK
NOA No.: 22-0201.08
MIAMMADE COUNTY Expiration Date: 04/26/27
r"Mueymm Approval Date: 04/21/22
Page 8 of 10
NAIL HOLES
Note:
t.
2.
1
4.
PROFILE DRAWINGS
Available Top Surface Finishes
Complete tile brushed
Right half brushed (shown in drawing)
Left half brushed
No brush
SAXONY 900 - SPLIT SHAKE
MIAMIDADE COUNTY
...,
1-9/32" (Shake)
NOA No.: 22-0201.08
Expiration Date: 04/26/27
Approval Date: 04/21/22
Page 9 of 10
NAIL HOLES
WE
PROFILE DRAWINGS
SAXONY 900- SHAD
END OF THIS ACCEPTANCE
1-9/32" (Shake)
NOA No.: 22-0201.08
MIAMFDAUECOUNTY Expiration Date: 04/26/27
Approval Date: 04/21/22
Page 10 of 10
MIMUMADE
MIAMI-DADE COUNTY
® PRODUCT CONTROL
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) w .miamidade.eov/economv
Polyglass USA Inc.
I I I I W. Newport Center Drive
Deerfield Beach, FL 33442
SCOPE:
This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No.17-0614.22 and consists of pages 1 through 7.
The submitted documentation was reviewed by Jorge L. Acebo.. -�
V"
MIAMMADE COUNTY
RI
NOA No.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 1 of
ROOFING COMPONENT APPROVAL
Cateeorv:
Roofing
Sub-Cateeorv:
underlayment
Material:
SBS, APP
PRODUCTS DESCRIPTION:
Test
Product
Product
Dimensions
Specification
Description
Polystick IR-Xe
65' x 3' Or 33.4' x
ASTM D 1970
A fine granular/sand top surface self -adhering, APP
Manufacturing
3'
polymer modified, fiberglass reinforced, bituminous sheet
Location #1 & #2
material for use as an underlayment in sloped roof
60 mils thick
assemblies. Designed as an ice & rain shield.
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 3/s"
TAS 103 and A rubberized asphalt waterproofing membrane, glass -
Manufacturing
130 mils thick
ASTM D 1970 fiber/polyester reinforced, with a granular surface
Location #2
designed for use as a tile roof underlayment.
Polystick TU Plus
65' x 3'3 ;/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
Manufacturing
roofing and roof tile underlayment.
Location 41 & 42
Polystick NITS
65'8" x 313/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 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.
Elastollex S6 G 32'10" x 31-3/s" 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.
MANUFACTURING PLANTS:
1. Hazelto% PA
2. Winter Haven, FL
NOA No.: 21-0602.14
MIAMMADE COUNTY Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 2 of 7
Test Agency
Trinity I ERD
LABELING:
EVIDENCE SUBMITTED
Test Identifier Test Name/Reuort
P37300.10.11
P37590.07.13-1
P45270.05.14
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC 10130.06.16-3
PLYG-10130.06.16-1
PLYG-SC 10130.09.16
PLYG-SC 13035.08.17
TAS 110/ASTM D4798 & D1970
ASTM D6164
TAS 103, TAS 110 & ASTM D 1623
ASTM D1623
TAS 103 & TAS 110
ASTM D 1970 & TAS 110
TAS 103 & TAS 110
ASTM D 1970 & TAS 110
ASTM D 1623
TAS 103 & ASTM D4798
Date
10/19/11
07/02/13
05/12/14
10/03/14
10/07/14
10/17/14
06/27/16
06/27/16
09/22/16
10/32/17
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.
MUAMHDADE COUNTY
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.: 21-0602.14
MIAM OME COUNTY Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 3 of 7
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 H 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 TR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS
or Polystick MTS Plus, self -adhered.
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Elastoflex S6 G, hot asphalt applied
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Membrane: Polystick TU Plus, self -adhered.
Surfacing: See General Limitations Below.
NOA No.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 4 of 7
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 TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes
and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR Xe may be used in all the previous assemblies listed except metal roofing and roof file systems.
Polystick TU Max may be used in non-structural metal roofing and roof file 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 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 Ht Xe, 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 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.
Exposure Limitations (Days)
Polystick
MTS
Polystick
IR Xe
Elastoflex
S6 G
Polystick
TU Plus
Polystick
TU P
Polystick
TU Max
Polystick
MTS Plus
Winter Haven FL
180
90
180
180
180
180
180
Hazelton PA
I N/A
90
N/A
180
N/A
180
1NlA
7. 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.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 5 of 7
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and 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) rile assemblies, the maximum roof slope
shall be as follows: (See Table Below)
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System (0)
Profile
MTS
S6 G
Polystick TU P
TU Max
MTS Plus
MTS Plus with
TU Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:12
6:12
without battens
Profiled
Prohibited
4:12
6:12
6:12
4:12
6:12
Tile
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.
d
a
0
N
bOf Deck pf"fw MM
POLYSPCKT R.
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 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 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 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.
NOA No.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 6 of 7
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 W metal disk as
required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being
back -nailed. (Please refer to applicable local building codes prior to installation)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 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 file 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 VV /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 50, XtraFlex 50
Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repair, followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that
water will run parallel to or over the top of all laps of the patch.
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 7 of 7
MIMI E nnADE
MIAMI-DADE COUNTY
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.sov/eeonomv
ICP Adhesives and Sealants, Inc.
12505 NW 44`h 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: Polyset® AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 17-0322.03 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 204124.07
MIAMMADE COUNTY Expiration Date: 05/10/22
e m Approval Date: 01/28/21
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof file adhesive
Materials: Polyurethane
SCOPE:
This approves 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 the systems using Polyset AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
Polyset®AH-160 N/A TAS 101 Two component polyurethane foam adhesive
ICP Adhesives Foam N/A Dispensing Equipment
Dispenser RTF1000
ICP Adhesives ProPack® N/A Dispensing Equipment
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of Polyset AH-160 roof file adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Progerty
Test
Results
Density @ 73°F
ASTM D 1622
2.1 lbs./ft.3
Compressive Strength
ASTM D 1621
18 PSI Parallel to rise
14 PSI Perpendicular to rise
Tensile Strength
ASTM D 1623
29 PSI Parallel to rise
Water Absorption
ASTM D2842
7%
Moisture Vapor Transmission
ASTM E96
2.3 Perms
Dimensional Stability
ASTM D2126
+0.03% Volume Change @ 400 F., 2 weeks
-1.1% Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content
ASTM D6226
94%
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.: 20-1124.07
MIAMMADE COUNTY Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 2 of 11
EVIDENCE SUBMITTED:
Test Aeeney
Test Identifier
Test Name/Report
Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
257818-1PA
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
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
NEMO ETC, LLC 4p-ICP-20-SSLAP-OI.B- Physical Properties 12/4/20
RI
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. Polyset® AH-160 shall solely be used with flat, low, & high file 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 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.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 3 of 11
INSTALLATION:
1. Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance
values with the use of Polyset° AH-160.
2. Polyset' AH-160 shall be applied in compliance with the Component Application section and the corresponding
Placement Details noted herein. The roof file assembly's adhesive attachment with the use of 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. 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. Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPace 30
& 100 dispensing equipment only.
7. 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 Polyset AH-160
has been dispensed.
9. Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'
herein. Each generic tile profile requires the specific placement noted herein.
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
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
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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Nall through plastic cement Paddy (Beneath Tile)
(when required) \
Underlayment
loin.
BaKanioptional ° •e rAA-r
EaveCourse
° in.
21n
Eave Closure
Nail through plastic cement
(when required)
Fascia
Tile)
Closure
Nail through plastic re
(when required) Paddy (Beneath Tile)
Underlayment ,
1
101n.a
2In. wide
Battens
/Ioptional
i Eave course Fascia
Weephole
10 In.. 21n. Eave closure
Drlpedge
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 Tom) 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 cm) —23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
I. 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 cm) —23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the cave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 nun) 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 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: O1128/21
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Nall through plastic cement paddy (Beneath Tile)
(when required)
Undadayment
1
e
y In,
21n.
Bettans epticrul
"
Ease Course
loin. Fascia
f21n
Ease closure
plastic cement
Paddy(Beneath THO
Eave CJeaure
Fascia
nat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148A 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 (109.7 cm) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the 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.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nail through plastic ce
(when required)
Paddy Waneath rile)
Undedayment
o�
7 in.. .
z in.
Battens optional
Eave Course
Fascia
Weephole
10In.2In.
Eavedosnre
Dtipedge
High Profile / Single Pan 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
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm') - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 20.1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Mil through plastic cement Paddy(between tllesi
(when requhedlI •. I
eaaensoptionalI
1 paddy hinder toe)
t�z • ' Single paddy'
y •' ontop of tile �•'
i
�./Yaln.
�' wgk�padr
under Ol
Singlepaddy
Im undedayment 2a a In.
a e10ItL`
cs..aoawe
Flat/Low Profile Tile
Mo through plastic cement Si * paddy under toe
(when required]
Pa" Ihetween tiles
Battens Addy lunder tile;
optional
e singklsaddy,
on top of the
a �iaaln. y
2:ak
Sing9le paddy at
urMedaymeM
I0 2In.
Ease Dean
Fare Course Fast
Moaum ProlliaTilo
On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the the being set. Leave
approximately 411(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 m2 (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)
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: O1/28/21
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail tNoughpiutic
Single paddy under file
Iwhen requkera
Paddy (between tiles)
ba tens
optiorsal
Paddy Iwrder tllel
v s:ryiedy
won
4x4In.
Si,* 2a4in
w
top tie—
Eaee Corse
hsda
Weephole
toin. 2bL
Eaee dosure
Drip edge
High Profile The
MIAM4DADE COUNTY
,...e s
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/,"
(19 mm) paddy on top of the eave course rile
surface as shown, on top of the strengthening rib
for flat rile 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 file at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm) square inch
adhesive contact with the underside of the file at
the head of the tile. Continue in same manner.
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
Two PIECE BARREL
t) Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications
in contact with the pan tile. when required)
2) Tom 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.contaa area.
Underlavmetw
Sheathing
Eavedosure
(meter shown)
WeephoIt Fa s iaeoard
Remove top portion of the cave 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
APPROVED
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm)
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 cm) - 25 (161.3 cm) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) milers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 20-1124.07
Expiration Date: 05/10/22
Approval Date: 01/28/21
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