RF-14-2575Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-225797
Scheduled Inspection Date: December 30, 2014
Inspector: Rodriguez, Jorge
Owner: MEMON, MUHAMMED AND IFTIKHAR
Job Address: 309 NW 111 Terrace
Miami Shores, FL 33168-3341
Project: <NONE>
Contractor: MIAMI ROOFING SYSTEMS INC
tiuiming uepartment comments
RE -ROOF TILE AND FLAT
Permit Number: RF -11-14-2575
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile/Flat
Phone Number
Parcel Number 1121360010390
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-223812.
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
December 29, 2014 For Inspections please call: (305)762-4949 Page 18 of 32
RE: Permit # ►` F -11-I `t -25' 7 5
XWf d S�Ma 1109ge
ve4V Cfl=6aeat
10050 NE 2nd Ave
Miami Shores, FI 33138
Phone 305.795-2204; Fax 305-756-8972
www.miamishoresvillage.com
DATE:
INSPECTION AFFIDAVIT
I �GlV+2 v 2 IvICaY+'Z licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type)
License #:
On or about
FS 468 Building Inspector
I did personally inspect the roof deck nailing and/or
(Date & time) --II
secondary water barrier work at `meq N 11 TeY I(i foryt1 flioye5 (y
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this
day of
Notary Public, Sate of Florida at Large
e ' .
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection.
Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each
inspection
FLORIDA TEC
PROVIDING SOLUTIONS TO THE ROOFfNG INDUSTRY
Lab Report No. 123754
C.A. # 30448
Lab Certificate # 13-0507.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS -106
PROPERTYADDRESS• 309 NW 111"Terrace, Miami Shores PERMITNo. RF -11-14-2575
owNER IfMchar Memon ROOFING SQUARES:• 23
CONTRACTOR: Miami Roofing ROOF PITCH.• 3:12
TILE TYPE: Double Roll INSPECTOR INPfL4LS AB
ATTACHMENT.• Poj*am TEST DATE.• 12/22/2014
Tastinn Fnninmant• ninital f `hotiunn nFiC Inn Tnet TnhulnHnn o- C... oc It..
THIS ROOF HAS: PASSED ® FAILED Q THE STATIC UPLIFT IN ACCORDANCE WITH MIANH-DARE COUNTY TAS 106.
23 24
\ ^_ /2s
I 21
27 j
i 28 32
I
— �33
i I
29 31
50'
19 — — — — — — /35 i
1830
19 8--
I 11 38
—.7
17
\ 3 �� J
/ 13
1y \ 6-
16/ /5 1\
' 14
Alberto Cardona, P E.
Lie. No. 17138
IZ`, ?,.5 - i if
10735 SW 2161' St. Unit 416
Miami FL 33170
Page 1 of 1
www.FloridaTEC.net
Tel: 305-256-4550
Fax: 305-256-6833
BUILDING
PERMIT APPLICATION
Miami Shores Village21
°'
Building Department NOV 0'4
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 t3
y.
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 (�3
Master Permit No. IlI
Sub Permit No.
BUILDING Q ELECTRIC IN ROOFING ❑ REVISION p EXTENSION pRENEWAL
PLUMBING M MECHANICAL PUBLIC WORKS M CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 309 NW 111 TER
CRY, Miami Shores County Miami Dade Zia: -
Follo/ParCeW.11 2136-001-0390 Is the Building Historkally Designated: Yes NO
Occupancy Type: Load: Construction Type: J Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Jl. I,tIrli1✓ Phone#:
Address: 309 NW 111 TER
City:
MIAMI SHORES State: FL Zip: 3316$
Tenant/Lessee Name: _- Phone#:
Email:
CONTRACTOR: Company Name: MIAMI ROOFING SYSTEMS,INC Phone#:
Address: 667 NW 101 ST
City: MIAMI State: FL Zip: 33150
Qualifier Name: JAVIER R MARTINEZ Phone#: 305 754-5554
State Certification or Registration #: C' G C_ (—%) S &�) 2-2Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State Zip:
Value of work for this Permit: $ 16. 1 q0 , `N Square/Linear Footage of Work: rrr--110
Type of Work: ❑ Addition ❑ Alteration Q New IN Repair/Replace Lt Demolition
Description of work: Tear off existing roof systems down to a workable surface wood, install #30 felt
install new 3x3 aaly. install file
Specify color of color thru tlle:, Aj ins, ,. 6m iLr s. "i-
s --Submittal Fee $ Permit Fee $ .&D CCF $ CO/CC $
Scanning Fee $ Radon Fee $
DBPR $
Notary $
Technology Fee $ Training/Education Fee $ Double Fee $°
Structural Reviews $ Bond $, �% tbo `o -
TOTAL FEE NOW DUE $ I q 3 a
(Re*ed=4/2024)
I
N
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
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 LAYING 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 Mia 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
day of W- QM Q1 .20 1% . by
ihQY MetnOn who is personally known to
me or who has produced Q. L as
identification and who did take an oath.
NOTARY PUBLIC:
Signature
CONTRACTOR
Theforegoing instrument was acknowledged before me this
day of W\ P.ibft, . 20 14 . by
Javier R Martinez 11 is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal: * = Notary Public - Sbttoftlorlda
sot,
1 Q My Comm. Expires Ap 2016
41,'fp, V11- Commission # EE 183833
�####ffi######ffi#####ffi###ffi#ffi##ffi#####ffiffi###ffi########
APPROVED BY AV —LPlans Examiner
(Revisedo2/24/2014)
Zoning
Structural Review Clerk
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
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: T - - � i k kc. -r M&na ac)
Properly Address: 3 ®C( u CJ i i ( Tu -
Roofing Permit Number:
Date: /1/ 7-4 i ( c f
Dear Building Official:
I 17t'l certify that I am not required to retrofit the roof to wall connections of my
building because:
Ii The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he/she is. prey me Toned.
� 1P'�v PV °•, CARL SPI A
Sworn to and subscribed before me this 2 d o �� =i:•".Jbtary Public - State of Florida
N • t My Comm. Expires Aug 16.20 1 e
Commission # FF 142787
•$total a
Notary Public, Sate 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 bulding application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
o -,6.A — Gni nMo
Section
MIAMt•DADE Miami -Dade County HVHZ
"Delivering Excellence Every Day'
Section A (General III
Master Permit No: Process No:
Contractors Name: MIAMI ROOFING SYSTEMS,INC
Job Address: 1309 NW 111 TER
Roof Category
�r i�1-255
i Miami Shores Village I
al
r mal ZDATM,t
D DEEPT
DATE
% I 1 W-4
TO COMPLIANCE WITH ALL FEDERAL
STATE AVD COUNTY RULES AND REGULATIONS
✓❑ Low Slope ❑ Mechanically Fastened Tile✓❑ Mortar/Adhesive Set Tile
❑ AsP haltic Shingles ❑ Metal Panel/Sh' les ❑ 11.'
❑ Sprayed Polyurethane Foam ❑ Other..
Roof Type
❑ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenanc '
Are there Gas Vent Stacks located on the roof? ❑ Yes Q No If yes, what type? Nab LP
Roof System Information
Low slope roof area (ft?) 231 71 Steep Sloped area (ft.a) 2294 Total (ft.2) 2525
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, dearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (al: Corner Size (a' x a7:
X9.3
��y1®may' /y
� . ..
\Y1
6666..
666 6. . . 6666..
`- 666:6.
NOV 21 2014 1�. F�aT Ia' 6666 .. :6666.
6666 .. 6666.
BY.66660. 6666 6666.
•• •• 9900 ••909•
a �
0*000
. 6.
. . . 6666..
^ • . 666..
•
•0
• 6666
6.00
5 S'
r .
Scction C
I
Miami -Dade County HVHZ Electronic Roof Permit Form
M IAM I-DAOE <r
Section C Page (Low Slope Roof Systems)
,. .+:�1,::1+•' qdl� M.:6eRt.��IY` d71T.:7jtSi7Lt+r.',+. Ir 3 C: •7Cr 7J}ttPieYPd 15 P)Gl fuselt not ajopljc'ii ii, +a ai de iri i'. YEA: f)t7 .
ROOF SYSTEM MANUFACTURER: I FIRESTONE
Product Approval (NOA): 11-0119.09 System Type: BUR
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(131) Field: -42.8 psf
(132) Perimeters: psf
(133) Corners: "108 psf
Maximum Design Pressure From NOA: -52.5 psf
Roof Slope: 1/4 " : 12 Roof Mean Height: 12 ft.
Parapet Walls: 0 No 0 Yes Parapet wall Height: ft.
Deck Type: —5/8" Plywood—
Support Spacing: N/A " o/c
Alternate Deck Type: I N/A
Existing Roof:
N/A
Fire Barrier:
N/A
Vapor Barrier:
N/A
Anchor Sheet:
N/A
Anchor Sheet Fastener/ Bonding Material:
N/A
Insulation Base Layer Size & Thickness:
N/A
Insulation Base Layer Fastener/ Bonding Material:
N/A
Insulation Top Layer Size & Thickness:
N/A
Insulation Top Layer Fastener / Bonding Material:
N/A
Base Sheet(s) & No. of Ply(s):
2 PLY OF FIRESTONE MB BASE
Base Sheet Fastener/ Bonding Material:
MECHANICALLY FASTENED 1 1/4 RS NAILS,*
Ply Sheet(s) & No. of Ply(s):
N/A
Ply Sheet Fastener/ Bonding Material:
N/A
Top Ply:
11 PLY APP 180 FR
Top Ply Fastening / Bonding Material:
TORCH
Surfacing: N/A
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
N/A
Single Ply Sheet Width: N/A " 1/2 Sheet Width: FINIA
No. of Single Ply 1/2 sheets:N/A
Single Ply Membrane Fastening / Bonding Material:
N/A
❑ FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field: F " o/c @ Laps & F rows r67 " o/c
2. Perimeter: F61 " o/c @ Laps & El rows � " o/c
3. Corner. " o/c @ Laps &F rows " o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: N/A 2. Perimeter: N/A 3. Corner: N/A
Insulation Fastener Type
N/A
WOOD NAILER TYPE AND SIZE: : • • •: •
N/A • ° °
•
0• • • •
•
Wood Nailer Fastener Type and Spaciro •... .
. • • •: •
N/A 0606•6 •
• 6
••66.•
EDGE & COPING METAL SIZES:
• 6
•6.00
Edge Metal Material:
--Galvanized Metal" • 6006
•0... •
Edge Size:
1 —3" face 26 ga.— 0 • 00 0. 0 0
6061:6
Hook Strip Size:
I --METAL EDGE H(ZOeStRIP WA—
..: •
Edge Metal Atttacehment:• . .
. .
(4"07E 0 .066
i•6.00
GJ ill S
Coping Material: I —PARAPET COPING METAL N/A—
Coping Size: --EMETAL SIZE N/A—
Hook Strip Size:
G METAL HOOK STRIP N/A --
Parapet Coping Metal Attachment:
N/A
section C2d
MIAMI -113
E Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every Day"
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base
Flashing, CounterFlashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
qq
i
Parapet: Wall Height
d ft.
0000•
0000••
0000••
0000
•• ••
0000
••••••
•• •
0000
•
0000•
0000••
Tile Rwf$ystem
caurr ��
dVe%verrng Excdlewe Every Day"r
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
Roof System Manufacturer: EAGLE ROOFING PRODUCTS
Notice of Acceptance Number (NOA): 11-0321.01
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): 26.1 psf
Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) In the text box.
Roof Slope: 11/12"
Roof Mean Height: _12 ,. -. ft.
Method of Tile Attachment:
—Adhesive, 2 Small Paddy Polyfoam Polypro--
Alternate Method of Tile Attachment per NOA:
N/A
Drip Edge Size & Gauge: --3" face 24 ga.-
Drip Edge Material Type: - 9alvinized Metal l
Deck Type: --5/8" Plywood --
Optional Insulation:
N/A
Optional Nallable Substrate:
N/A
Optional Nailable Substrate Attachment:
wA
Basesheet Type:
#30 ASTM
_ ..._.._............. 0000....._ _01".
0000
0000..
'.
Fastener Type for Basdbheef Attac$ .
1 1/4 RS NAILS ......
.... . .. 0000.
Tile Undedayment (C�p• Type:•
.;o..
Srggt) . o . ..:o.-
8
TU PLUS •• .. •••• ••`
••
.. . •
. . 0 . .000.0
• 68
Tile Underlayment Attachment Met :0 .
SELF ADHERED 00 0000 •
Drip Edge Fastener Type: 11. 1/4 RS NAILS Tile Profile:
MALIBU CONCRETE TILE
Hook Strip/Cleat gauge or weight: --Na-
Section Ce
"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 file 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 the attachment method is acceptable.
P 1: -38.1 x .282 y = 11.Q2 _ Mg; 6.65 = Mrl ; 4.37 , g 26.1 NOA Mf
P 2: -68.1 x .282 = 19.20 - Mg: 6.65 = Mr2; 12.55 26.1 NOA Mf
P 3: -100.7 x X.282 = 28.40 - Mg: 6.65 < = Mr3; 21.75 5 26.1 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 the attachment method Is acceptable.
P1: X 1:
= X w:
�.....
_ - W
Description
= 0 00 0..
X cos 0. = Fri: 5 NOA F'
P2: X 1:
= X w:
= - W
=
X cas B: El = Ft2: 5 NOA F'
P3:.
Table 1 RAS 127, or by an engineer analysis prepared:;;r eAand sealed.by a professioDesign
d..
XI:
.. ;
=
Xw:_
; 0 0.Mean
-W:
=
XCos 0:
Roof Height
=Fr3:
5
NOAF
Where to Obtain Information to complete file calculations
Where to Fins! .
�.....
Description
Symbol000.0
Table 1 RAS 127, or by an engineer analysis prepared:;;r eAand sealed.by a professioDesign
d..
Pressure
P1 or P2 or P3
engineer based on ASCE 7.
; 0 0.Mean
.
Roof Height
H
Job Site•'•''"••:•
.
0 000
Roof Slope
®
Job Site 690666
0096
0000••
Aerodynamic Multiplier
Product Approval FOA") ;
. .
0406;.
Restoring Moment due to Gravity
Mg
Product Approval #VOA)6 6
6
: • • • •
00 0
0000
0 0
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)
I — length
Tile Dimensions
Product Approval (NOA)
w = width
M,®M OWNER'S NOTIFICATION FORM
SECTION 1524
HIGH VELOCITY HURRICANE ZONE—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15
of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing
system installations. Additionally, the following items should be addressed as part of the agreement between the
owner and the contractor. The owner's initials in the designed space indicates that the item has been explained.
® 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for
the purpose of providing that -the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color
or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between
the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code.
(The roof deck is usually concealed prior to removing the existing roof system).
® 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.
townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify
the occupants and adjacent units of roofing work to be performed.
® 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed
from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the
underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance.
® 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may
require the review of a professional structural engineer. Ponding may shorten the life expectancy anilmiTrmance of
the new roofing system. Ponding conditions may not be evident until the original roofing sysfem is ri. moved. PoW$'
conditions should be corrected. •
® 6. Overflow -scuppers (wall outlets): It is required that rainwater flow off so that Q.,rspf is ngt ovgrloaQ-Il enj
a build up of water. Perimeter/edge walls or other roof extensions may block this discharge•if- verfloww seeappersivol .
•• • • • •••
outlets) are not provided. It may be necessary to install overflow scuppers in accordance Niifh the reVu*#re•••ments of
•• •• ••• ••••••
Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
.. •
• • • • ••••••
7. Ventilation: Most roof structures should have some ability to vent natural airflow through tbeintdrior of the .
structural assembly (the building itself). The existing amount of attic ventilation shall not 64eJuced. :••. '0000:
Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate fhe attic venting,
shall not be required.
17)
Owner's/Agent's Signature: ` D` Date:�J //
F/I
Contractor's Signature: ' Permit Number:
Property Address: I 3gA�J U-) I I 1 Vie✓
12301-197 1
MIAMI-DADE
MIAMI-DADE COLINTY
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) 31525-99
NOTICE OF ACCEPTANCE (NOA) -ww.miamidade.toy/economy
Firestone Building Products Company, LLC
250 East 96th Street
Indianapolis, IN 46240-3702
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 Sectibn 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: Firestone Modified Bitumen Roof Systems over Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted h%rein..
RENEWAL of this NOA shall be considered after a renewal application has been filed and ther;l1as
loe
been no change in the applicable building code negatively affecting the performance of 4is•produtt.,,e:e
..•••. e
TERMINATION of this NOA will occur after the expiration date or if there has bee+r>da revision or •
change in the materials, use, and/or manufacture of the product or process. Misuse ofJhi5•N.0A as:ft •.
endorsement of any product, for sales, advertising or any other purposes shall automatjldfly terminate this
NOA. Failure to comply with any section of this NOA shall be cause for termination Ad8€Moval of:***
NOA. •• •• sees
*sees* •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade (%unty: Florioa. X11{
followed by the expiration date may be displayed in advertising literature. If any pcJ-tion•Qf the NOA is
displayed, then it shall be done in its entirety. •• • ••••
•
•s••
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 10-1230.02 and consists of pages 1 through 41.
The submitted documentation was reviewed by Jorge L. Acebo.
AM 11 Effift NOA No.: 11-0119.09
MIAMI•DADECOUNTY i Expiration Date: 03/08/16
Now Approval Date: 05/02/13
Page 1 of 41
Membrane Type: APP
Deck Type 1I: Wood, Non -insulated
Deck Description: 1962" or greater plywood or wood plank
System Type E(3): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet: One plv of Firestone MB Base or MB Base M mechanically fastened to the wood
deck as described below:
Fastening #I: Base sheet shall be lapped 4" and fastened with Firestone All -Purpose fasteners
with 3" Round Metal Plates 12" o.c. in the lap and two rows staggered in the
center of the sheet 12" o.c.
Fastening #2:
Base sheet shall be lapped 4" and fastened with approved roofing nails and tin
caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c.
Ply Sheet:
(Opti Mn JI One or more plies of Firestone MB Base, Ply IV, Ply IV (4) M, Ply
VI or Ply VI (6) M ply sheet or other listed base sheet applied in a full mopping
of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.;
or one ply Firestone APP 160-P torch applied.
OR
(Optional) One or more plies of Firestone SBS Glass Torch Base or SBS Poly
Torch Base torch adhered.
Membrane:
One APP 180, APP 180-P, APP 180 UltraWhite, APP 180 FR, APP 180
FR UltraWhite torch applied parallel to the base ply, with overlaps staggered 12".
Surfacing:
(Optional) Any coating, listed below, used as a surfacing, must be listed avithiln a
current NOA. Install one of the following: • • •
• • • • • •
1. Gravel or slag at 400 Ib. and 300 lb., respectively, set in �floot coat.••o�f pe
III or 1V asphalt at 60 Ib./sq..
•••`�•
00•00•
•
2. Karnak No. 97, No. 97 AF or No. 169 at an application rjutetf„1'/� ga:Ajq.!
• •
Maximum Design
•
•• •
60•06
Pressure:
—52.5 psf (See General Limitation #7) 00•••00•• 6••••
0000•
0900
• • • •
06600•
60000•
• • 0
• • •
66 6 0000
•• 00600
•
0 0
0000
NOA No.: 11-0119.09
MUNTY Expiration Date: 03/08/16
Approval Date: 05/02/13
Page 34 of 41
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4'x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 K., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined b3t4q.:.
Building Official, a revised fastener spacing, prepared, signed and sealed by a F:orid*a.Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastenereemm"149
shall utilize the withdrawal resistance value taken from Testing Application Sta�8legCoq*s,TAS 105.and
calculations in compliance with Roofing Application Standard RAS 117.0000 00
7. Perimeter and corner areas shall comply with the enhanced uplift pressure regait+ements:of &Sse
areas. Fastener densities shall be increased for both insulation and base sheps; calculated -in
compliance with Roofing Application Standard RAS 117. Calculations prepared, Signed aIT(Ittaled
by a Florida registered Professional Engineer, Registered Architect, or Regist&eNA3of ConsuTtant.
(When this limitation is specifically referred within this NOA, General Limitation #90w9*14*ot
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desi&*.
shall conform with Roofing Application Standard RAS 11 l and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 11-0119.09
MIAMI-DADECOUNTY Expiration Date: 03/08/16
Approval Date: 05/02/13
Page 41 of 41
9999••
•
9000..
•
9999••
0000.
0009.
0900..
•
•00009
T'GFU.R9516 - Roofing Systems
- 0! ) ONLINE CERTIFICATIONS DIRECTORY
TGFU.R9516
Roofing Systems
Paoe Bottom
Roofing Systems
See General Information for Rooflno Systems
FIRESTONE BUILDING PRODUCTS CO L L C
250 W 96TH ST
INDIANAPOLIS, IN 46260 USA
Page 1 of 48
R9516
References to Type GI and Type G2 ply and base sheets include "Type IV", "Type VI" (Type GS), "Ply IV (4) M" (Type G1), "Ply VI (6) M" (Type
G1), "MB Base Sheet M" (Type G2), "MB Base Sheet" (Type G2) in any of the following Classifications. "Firestone Venting Base Sheet" (Type G3)
may be used in lieu of any Type G2 base In any applicable non-combustible Classification.
"SBS Poly Base" Sheet can be used In any non-combustible deck system which utilizes a Firestone SBS cap. "ISOGARD", RESISTA and "ISO 300"
are acceptable alternates to "ISO 95+" in any applicable Classification.
"I.S.O.FIX Adhesive" may be used in any of the following Classifications to adhere Insulation to the roof deck.
"I.S.O. Spray'" S" or "Firestone I.S.O. Stick", I.S.O Twin Pack and I.S.O Twin Pack Green may be used in any of the following Classifications to
adhere insulation to both non-combustible roof deck substrates and other insulation layers including wood fiberboard and G -P Gypsum Corp.
"Dens -Deck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard'" Roofboard."
"Tapered ISO 95+CAN" may be substituted for "ISO 95+CAN" in any of the systems listed below. "ISO 95+CAN" may be perforated on one side
for use as the contact side for BUR or modified bitumen membrane.
1. Deck: NC
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Class A
Incline: 3
Insulation: — "ISO 95+FK", "GL", "GW" or "Rhoflex Isocyanurate FK", "GL", "GW", any thickness, mechapically fastened•6of t4efed witlL • •
hot mopping asphalt. • . 6
Ply Sheet: — Two to four layers Type 15, G1 or G2, any combination. • • • • • •
•
Surfacing: —Gravel. ease** 6 •9999• ....
• •
•
96 • •
2. Deck: NC Incline: 3 •96. . x.6.69
Insulation: — "ISO 95+Composite", "Rhoflex Isocyanurate Composite" or "ISO 95+Wood Fiberboard Compmltd', mechmicallyfastened 6.6 9 9
or adhered with hot mopping asphalt, 1.5 to 3.5 in. thick. • •
•9996• 9999 •699•
Insulation (Optional): — Perlite, 1 in. thick. • • •
Ply Sheet: — Three to four layers Type 15, G1 or G2, any combination. • • • • 0000 669996
Surfacing: — Gravel, slag or crushed stone. 000000 • • •
3. Deck: NC Incline: 3 : %.0% 0000 •
• • • • •
Base Sheet: — "MB Base Sheet", mechanically fastened or hot mopped. • • • : 9.9 • : 6 • �;
Insulation (Optional): — Any UL Classified (EPS must be covered with 1/2 in. thick min glass fiber, wood fiber or perlitej,OV
thickness, mechanically fastened or hot mopped.
Ply Sheet: — One or more layers "MB Base Sheet" or Type G1, any combination.
Surfacing: — Gravel, crushed stone or crushed slag, In a flood coat of hot roofing asphalt.
4. Deck: C-15/32
Incline: 1
Insulation (Optional): — any UL Classified, any thickness.
Ply Sheet: — One or more plies Type G1, G2 or "SBS Base Sheet" or "SBS Base - P" sheet, mechanically fastened or hot mopped, any
combination.
Membrane: — "SBS Smooth", "SBS Premium" or "SBS" (modified bitumen), hot mopped.
Surfacing: — Gravel, crushed stone or crushed slag, in a flood coat of asphalt.
S. Deck: NC
Incline: 1-1/2
Insulation (Optional): — any UL Classified, any thickness.
Ply Sheet: — One or more plies Type G1, G2 or "SBS Base Sheet" or "SBS Base P" sheet, mechanically fastened or hot mopped, any
combination.
Membrane: — "SBS Smooth", "SBS Premium" or "SBS" (modified bitumen), hot mopped.
Surfacing: — Gravel, crushed stone or crushed slag, In a flood coat of asphalt.
6. Deck: NC
Incline: 3
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 10/24/2013
TGFU.R9516 - Roofing Systems
Page 16 of 48
Barrier Board: — Wood fiberboard, 1 in. min, or one of the following boards at 1/2 in. min: Celotex wood fiberboard, Georgia-
Pacific "Sturdi-Top" or Huebert Fiberboard fiberboard.
Membrane: — "EPDM", 45 to 60 mil, fully adhered with Uniroyal "Royal M6504" or M6505 adhesive at 75 sq ft/gal. The
membrane laps are sealed with Uniroyal "Royal M6365 " adhesive at 1/2 gal/100 sq ft and the lap edges are caulked with Uniroyal
"Royal M6389".
77. Deck: C-15/32
Incline: 1/2
Insulation (Optional): — Perlite or glass fiber, 15/16 In. thick min, or polyisocyanurate, 2 in. thick min, joints in insulation
offset 6 in. with joints in deck.
Base Sheet: — Two or more plies "MB Base Sheet" (Type G2) or any Type G2 weighing a min of 23 lbs/sq, mechanically
fastened, spot or fully mopped.
Ply Sheet (Optional): — "APP 160", "APP 160 P", or "APP 170" (modified bitumen), heat fused.
Membrane: — "APP 180 FR" or "RhoFiex FR" (modified bitumen), heat fused.
78. Deck: C-15/32
Incline. 1/2
Insulation (Optional): — Perlite or glass fiber, 15/16 in. thick min, or polyisocyanurate, 2 in. thick min, joints in Insulation
offset 6 in. wi i is in d <
Base Sheet: T o or more plies "MB Base Sheet" Type G2) or any Type G2 weighing a min of 23 lbs/sq, mechanically
fastened, spot or u y r: pp .
Sheet O tional): — "APP 160", "APP 160 P" " P 170" (modified bitumen), heat fused.
m ra e: — mo i bi en , heat fuse .
79. Deck: NC Incline: 1/4
Insulation: — Atlas Roofing "ACFoam II", Rmax "Multi -Max FA", Apache "White Line" or "Pyrox", any thickness.
Membrane: — "LS -FR" (EPDM), 45 or 60 mil.
80. Deck: NC
Incline: 3/4
Insulation (Optional): — Any UL Classified, any thickness.
Insulation: — Wood fiberboard, 1/2 in. thick min.
Membrane: — "LS -FR" (EPDM), 45 or 60 mil.
81. Deck: NC
Incline: 1/2
Insulation (Optional): — "ISO 95+ GL", wood fiberboard or periite, any thickness.
Membrane: — "LS -FR" (EPDM), 45 or 60 mil.
82. Deck: C-15/32
Incline: Unlimited
Insulation: (optional) — Any UL Classified, any thickness • •
Barrier Board: — Min 1/4 In thick, GP Gypsum "DensDeck O Roofboard" or "DensDeck Prime6 Rogfboarg" or "DeldbM 191-Ime
2TM Roofboard" or "DensDeck DuraGuard@ Roofboard" with all joints staggered a min of 6 in. fromthe plywood joints.
Membrane: — LS -FR (EPDM) adhered with BA 2004(T), Single -Ply LVOC Bonding Adhesive, Single -ply LVOC Bon(Irg9cftsive
1168 or Water Base Bonding Adhesive -P. 000600 •
•
83. Deck: NC Incline: 1 0 0 0 0 0 6 0
Insulation (Optional): — Glass fiber or periite, 1 in. max, mechanically fastened.
Membrane: — One layer "SBS Metal Flash -AL" (modified bitumen), heat fused or hot mopped.
84. Deck: NC
Incline: Unlimited
0000
• •
0000
0000••
•
•• ••
06••06 •
Insulation (Optional): — Polyisocyanurate, polyisocyanurate/perlite composite, phenolic, phenoac/pe*rlit3 compg6ite, glass
fiber, wood fiber or perlite, any combination, any thickness and/or EPS covered with min 1 in. pert te, wol d fiber 01,419/4641n.
glass fiber.
Base Sheet: — Type G2, one or more plies. • • : . • • •
Membrane: — "SBS Metal Flash -AL" (modified bitumen), heat fused. •
0000
85. Deck: C-15/32
Incline: Unlimited
Insulation: — Polyisocyanurate, 1-1/2 in. thick min, joints in insulation offset 6 in. with joints in deck.
Base Sheet: — One or more plies Type G2, mechanically fastened, spot or fully mopped.
Membrane: — "SBS Metal Flash -AL" (modified bitumen), heat fused.
86. Deck: C-15/32
Incline: Unlimited
Insulation: — Perlite or glass fiber, 1 in. thick min, joints in insulation offset 6 In. with joints in deck.
Base Sheet: — One or more plies Type G2, mechanically fastened, spot or fully mopped.
Base/Ply Sheet: — One or more plies Type G2, hot mopped in place.
Membrane: — "SBS Metal Flash -AL" (modified bitumen), heat fused.
87. Deck: NC
Incline: 1/2
Insulation (Optional): — Any UL Classified, any thickness.
Insulation: — Glass fiber, wood fiber or periite, 1/2 in. min thickness.
Membrane: — "UltraPly TPO".
88. Deck: C-15/32
Incline: 2-1/2
0000••
•
•
•
0000••
0000••
0000•
0000•
0000••
•
•
•
0000••
• •
•00•••
•
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MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11905 SW 26 Street, Room 208
DOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T(796)315-2590 F{786)315-2599
NOTICE OF ACCEPTANCE (NOM wrrw•miamid�av/buildin
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AEU).
This NOA shall not be valid alter 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. BNC
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 ofthe 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: Malibu Concrete Tile
.000.0
000 0 000000
LABELING: Each unit shad bear a permanent label with the manufacturces name or !d city, $pd ' .
following statement: "Miami -Dade County Product Control Approved", unless otherv"";;( ted herein.
:0000:
00
......
RENEWAL of this NOA shall be considered after a renewal application has been filly a0a0 there.. been no.....
change in the applicable building code negatively affecting the performance of this pmd� d.-. ; • • • • • 0 • • •
00 00 0000 0000..
ENATION of this NOA will occur after the expiration date or if there has beenn a Wision. or change in they : •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as ey en¢orsemirdbelttny •
product, for sates, advertising or any other purposes shall automatically terminate thi,?WA: Failure to romplJ • • • •
with any section of this NOA shall be cause for termination and removal of NOA. 00:0
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 Oficial.
This renews NOA #06-0526.09 and consists of pages l through 7.
The submitted documentation was reviewed by Alex Tigera.
I�
NOA No.: 11-0321.01
CMADECOrr
Expiration. Date: 10/05/16
• S � ►NHRSWAN=Approval Date: 05112/11
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
VatMe Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE:
This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as
manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2
of this Notice of Acceptance. For locations where the pressure requirements, as determined by
applicable Building Code does not exceed the design pressure values obtained by calculations
in compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2. PjKoDuCT DESCRUMON-.
Manufacturted by
Test
Product
A nln scant
Dime nsia spg,
kas
Description
Malibu Concrete Tile
1=17"
TAS 112
Low profile, interlocking, high pressure
W =12 Y2"
extruded concrete roof file equipped with
'12" thick
duce nail hole and double roll ribs. For
direct deck or battened nail -on, mortar or
adhesive set applications.
Trim Pieces
1= varies
TAS 112
Accessory trim, concrete roof pieces for
w = varies
use at hips, rakes, -ridges and valley
varying thickness
-terminations. Manpfactpred fcy-t6�rtile
profile. 6..0
000.0.
0.000.
0000
0000
0000..
0000
0000..
0000..
0000
0000
0000..
0000
0000..
0000..
0000.
0000.
0000..
0000..
0000..
NOA \io.:11-0321.01
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 2 of 7
NOA Ne.:11-0321.01
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 3 of 7
2.1 EVIDENCE SUBMITTED:
Test Agency
Test IdeatfCer
Test Narna&enort
Die
PRI Construction Materials
PR[06178
TAS 112
08/23106
Technologies
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix R
TAS 108 (Nairn)
Redland Technologies
P0402
Withdrawal Resistance Testing of screw
Sept. 1993
vs. smooth shank nails
The Center for Applied
94-060B
Static Uplift Testing
March,1994
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101(Mortar Set)
Redland Technologies
P0631 -0I
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel Testing
Aug. 1994
1994
TAS 108 (Nail -On)
Professional Service
224-47099
Physical Properties
Sept. 1994
Industries, Inc.
TAS 112
The Center for Applied
25-7094-1
Static Uplift Testing
Oct. 1994
Engineering, Inc.
TAS 102
(4" Headlap, Nails, Direct Deck, New
:...:.
Construction) ❑ • • :
......
•
The Center for Applied
25-7094-7
• .
Static Uplift Testing • • : • •
'Oct 1994 ... • •
Engineering, Inc.
TAS 102 **sees
'
00080
(4" Headlap, Nails, Battep4l. •
a •
: •' •
The Center for Applied
25-7094-4
Static Uplift Testing • : • •:
.. .....
Qert- •1994 • • : • • •
Engineering, Inc.
TAS 102 " "
"" ""•'
(4" Headlap, Nails, Direct%%H;
•.
Recover/Reroof)
• • • • • • ....:.
The Center for Applied
Project No. 307025
Wind Driven Rain • "
Qat' K 994 ' • • • •
Engineering, Inc.
Test #MDC -76
TAS 100
0000
The Center for Applied
25-7183-1
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik -Drive Screws, Direct Deck)
The Center for Applied
25-7183-2
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik -Drive Screws, Battens)
NOA Ne.:11-0321.01
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 3 of 7
The Center for Applied
25-7214-2
Static Uplift Testing
March, 1995
Engineering, Inc.
25-7214-6
TAS 102
106 may required, refer to applicable building code.
3.3
(1 Quik -Drive Screw, Direct Deck)
......
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall & submitted to
(I Quik -Drive Screw, Battens)
Celotex Corporation
528454-2-1
Static Uplift Testing
Sep. 1998
Testing Services
520109-2
TAS 101
Dec. 1998
Walker Engineering, Inc.
Evaluation
Two Patty Adhesive Set System
April 1999
unless stated otherwise by the underlayment material manufacturers publikbe8 literauh.
Calculations
3.6
This acceptance is for wood deck applications. Minimum deck requirep;Ihall be iA
Walker Engineering, Inc.
Evaluation
25-7183
March 1995
Calculations
Walker Engineering, Iac.
Evaluation
25-7094
February
Calculations
1996
Walker Engineering, Inc.
Evaluation
25-7496
April 1996
Calculations
Walker Engineering, Inc.
Evaluation
25-7584
December
Calculations
25-7804b-8
1996
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
Sep. 2006
Walker Engineering, Inc.
Calculations
Restoring Moment Due to Gravity
Sep. 2006
3. L[1v1rrA ms:
3.1
Fire classification is not part of this acceptance.
3.2
For mortar or adhesive set the applications, a static field uplift test in accordance with TAS
106 may required, refer to applicable building code.
3.3
Applicant shall retain the services of a Miami -Dade County Certified Laboratory to ldit?m
......
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall & submitted to
the Building Code Compliance Office for review. . • • • • •
• • • • • •
3.4
Minimum underlayment shall be in compliance with the applicable RodflfiAlApplicatiohs
;....;
Standards listed section 4.1 herein. • • • • • •
•
3.5
30/90 hot mopped underlayment applications may be installed P�'Pend19�at&•�1jo the roQliloPe•
..:..'
unless stated otherwise by the underlayment material manufacturers publikbe8 literauh.
......
3.6
This acceptance is for wood deck applications. Minimum deck requirep;Ihall be iA
•
compliance with applicable building code. ' ' :...:.
"""
*000
NQA No.:11-0321.01
FtlAM4aA burr Expiration Date: 10/05/16
• • • ® Approval Date: 05/12/11
Page 4 of 7
4. INSTALLATION
4.1 Eagle Roofing Products LLC Malibu Concrete 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 (l x w)
Tile Profile
Weight W (ibf)
1
Length-1(ft)
1
Width -w (ft)
1
Malibu Tib
9.5
1.417
1.04
Table 2: Aerodynamic Multipliers -
ft
Tile
Profile
X (ft)
Batten Application
% (ft)
Direct De lication
Malibu Tile
0.305
0.282
Table 3: Restorin Moments due to Gravi - M ft -lb
Tile
Profile
3":12" 4":12"
6":12"
615:12``
7":12" or
oreater
Malibu Tile
Battens Direct Battens
Direct
Deck
Battens
Direct.
Deck.
Battens
Direct
Deck
Battens
Direct
Deck
6.30 6.65JI 8.21
1 6.54
6.08
6.41
5.93
1 6.25
5.77
1 6.08
Table 4: Attachment Resistance Expressed as a Moment - Mi (ft-ibf)
for NalWn Systems asses*
Tile
Profile
Fastener Type
Direct Deck
(min 15132"
plywood)
Direct Ddak' :
(min. 191329...
plywood) • • • •
poop
. .
Patton
:see"
•
..
. o
Malibu Tile
2-10d Ring Shank Nails
27.8
37.4
.8
1-10d Smooth or Screw
Shank Nail
8.8
11.8 ..'..'
....1 .
2-10d Smooth or Screw
Shank Nails
16.4
21.9: :
7.1 .
00000
1 #8 Screw
25.8
25.8 '..' :2&P•
2 #8 Screw
47.1
47.1
00%9.1
1-10d Smooth or Screw
24.3
24.3
24.2
Shank Nall Field Clip)
1-10d Smooth or Screw
18.0
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 Nabs Eave CII
2-10d Ring Shank Nails 43.0 67.5 50.9
1 Installation with a 4" tile headlep and fasteners are located a min. of 2W from head of tile.
NOA No.:11-0321.01
Expiration Date: 10/05/16
Approval Date: 05f12/11
Page 5 of 7
poop.
poop.
poop.
poop
pose
000.0
pope.
P
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum ch ant
e
Malibu Tile
Adhesive
26.1
2 See manufactures component approval for installation re ulrements.
3 Flexible Products Company TiieBond Average weight per patty 11.4 grams.
Polyfoarn Product, Inc. Average weight per pgtty 8 grams.
Table 6:
Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile
The Application
Minimum Attachment
Resistance
Malibu The
Resistance
Polyfoarn Po! ProTm
86.61
Pol foam PolyProTm
45.5
4 Large paddyplacement of Marams of PolYProTW.
4 Medlum paddy placement
of 24grarne of PolyProm.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-ibf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Malibu Tile
Mortar Set
20.60
9999..
9999..
5. LAB1yuNG : •..• : .'
All tiles shall hear the imprint or identifiable marking of the manufact Mtrffame
or logo (See • • •' •
Detail Below} or following statement: "Miami -Dade County Product Cor&Appro yed% • • • •
.... . .. .....
. ...... 0..9 09..0
.. .. 99.. 9600..
9
9999.. • 9
• • •
)k
-EAGL' 0999..
0
0
0 . • . •
l
� • . • 9999..
.. . 9999 . .
9909
. fFlf
FLORIDA
MALIBU CONCRETE ROOF TILE ]LABEL,, SUMTERVILLE. PLANT
(LOCATED ON UNDERSIDE OF TILE)
NOA No.:l 1-0321.01
A 01AA M IN. NEYOUN� Y Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 6 of 7
6. BUILDING PERMIT REQummi NTs:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building ficial or Applicable building code in
order to properIy evaluate the installation of this system.
PROFILE DRAWING
MALIBU CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.:11-0321.01
Expiration Date: 14/05116
• mmp, NOW
Approval Date: 05112!11
Page 7 of 7
MtAMI�D
MIAMI DARE 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)
wv misuddade go`teioneow
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or loip,eitt, stat` and,following , •
statement: "Miami Dade County Product Control Approved", unless otherwise noted heroine : • • :00000 0.9 0:0
000000 0 • •
0.000•
RENEWAL of this NOA shall be considered after a renewal application has been filed W there haClted po chQe •
in the applicable building code negatively affecting the performance of this product. • • • • • . • so:* •:• ...
. .
•9 00 0000 ......
TERMINATION of this NOA will occur after the expiration date or if there has been aircy on or change in the 00
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an Adors&nent of any products • r •
for sales, advertising or any other purposes shall automatically terminate this NOA. Failite tp%omplp;AM any sec ttio n
of this NOA shall be cause for termination and removal of NOA. • • • : • • • •
0090
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
,.:
APPROVED J
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Ca o : Roofing
Sub -Category Underlayment
Material: SBS, APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
the underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3 3/g' ASTM D 1970 fiber/polyester reinforced waterproofing
42 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-4713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
6518" x 3'3 3/s'
waterproofing membrane, glass fiber reinforced
Matwfactuuring Location
60 mils thick
with polyolefinic film on the upper surface for
use as an underlayment for metal roofing, roof
#Z
tile, slate tiles and shingle underlayment.
Polystick IR Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3'3-'/s"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'10" x 3'3 3/$"
ASTM D 1970
polymer modified, fiberglass or polyester
Mann facturing Location
100 mils thick
reinforced, bituminous sheet magi fpr use as
an underlayment in slopes foof a'semblies. • •' 0 : •
#1 & #2
Designed as a a roofal,�•4}derla�•sanex;.• �
• • • • •
Polystick TU Plus
Roll:
TAS 103 and
000••0 0 • •
A rubberized asphalt Whadheriq& glass- ; • • • • ;
underlayment
65' x 3'3 3/g"
ASTM D 1970
fiber/polyester reinfopoed waterpto8fi&A .....
(Surface Printing)
80 mils thick
membrane. Designed-4wiaetal roqjM and. reJ- • •
Manufacturing Location
as0000 •"•.•
file underlayment. as
:**:a: .
#1 
0
0.00••
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt Watefeproofingammbrar , • a •
underlayment
32'10" x 3'V%"
ASTM D 1970
glass-fiber/polyester reinforced, MM a granular
Manufacturing Location
130 mals thick
surface designed for use as a tile roof
underlayment.
#2
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
the underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'3 3/g' ASTM D 1970 fiber/polyester reinforced waterproofing
42 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-4713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PR®DuCT5 DESCRIPTIom
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester
Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 rails thick as a a roof file underlayment.
MANUFACTURING PLANTS:
l.Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED:
Test Aaency
Test Identifier
Test Name/Renort
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity M
P5110.08.07
'FAS 103
08/29/07
P10870.09.08 -RI
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
09401/11
P37300.10.11
TAS 110/ASTMD4798&:DV0
•IW9/11 ....�.
P40390. 08.12-1
TAS 103 & TAS 110"
;•9$tQ6/12 •
P40390.08.12-2
ASTM D 1623
08/07/12 • • • • • •
P40390.10.12
ASTM D 1970
16/03/12 :....:
PRI Asphalt Technologies
PRI01111
....
ASTM D 4977 .....
; • .....
OJZQ8/02
PUSA-045-02-01
ASTM D 4977 ......
DV31102 ..;...
PUSA-018-02-01
ASTM D 2523 • • • •
• •:WI14/03 ......
PUSA-035-02-01
TAS 103 :00:0:
09/29/06 • ,
PUSA-033-02-01
ASTM D 1970 ' 0;
. PJ112/06 • • • • • •
PUSA-055-02-02
TAS 103 •0 •
* 12/10/07 :....:
PUSA-083-02-01
TAS 103
0 00%730/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX2OH7A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23138A
TAS 103/ASTM D4798 & G155
02/18/10
NOA No.: 12-0713.02
M�AMFatun COu+v7Y Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FSC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Poiystick membranes self -adhered.
Surfacing: None
1. All nails in the deck shall be careMy checked for protruding heads. Re fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-'/2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.•
0000..
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment.: Tjx7tashing tape shall 6e'
pressed in place and formed around the protrusion to ensure a tight fit. A second Wgg pf Polystiekshall b i .::
applied over the underlayment. • • • • • • 0
0000 ..
0000..
0000 . .. 0000.
0000.. 0000 00000
00 00 0000 060000
0000.. .
.
. . . . ......
0000..
. . 000000
.. ....0000
NOA No.: 12-0713.02
MUMIFUADECOU R Expiration Date: 04/13/16
Approval Date: 02/14/13
Page 4 of 8
GF ERAL UwTATIONSe
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof the systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Ex osure Limitations da s
Polystick MTS
MTS Ut-Xe TU I TU Plus TU P Tile Pro I Dual Pro I TU Max
Polystick TM V1
Winter Haven, FL. I80 I80 I80 180 I80 180 I80 90
Hazelton PA. N/A 30 30 1 180 N/A N/A NO N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof file
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof file applications. Polystick IR -Xe, and Dual Pro ft "ted to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanwi* ppS%f istened with batteM • • ; •
roof tile applications. Polystick TU P may be used in both adhesive set and mechq4ip& fastive&6of tile • • G O •
applications with the exception of mortar set tile applications. 0 Do 0 0 0
0000..
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile, ItUftiblies:Wbe as •
0.
follows: (See Table Below) 000 •
0000.. 0000 00000
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TM V1
Pdl"tick To • •
Plus, TU Pyi-o :
Max
Pro
•••••• ...
Flat Tile
Prohibited without
5:12
No limitatibli
No limritatioir
battens
.000
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12-0713.02
MUU71•QADE
.OUNTYM Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should betaken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
file directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
a
O
d7
CV
r
m
�SY;, ,�tthM� c r°�' ]tn, Vis• yk F� ^ . s <` yE W i
Mof Deck pteWed with
POLYST(CKT- U Plus
It. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. IfPolystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.6 9 9 6.0
• • e 9999••
•• • • ••
•0000• •
LABELING: •••�•• • •0000•
•00.0• • •
1. All membranes or packaging shall bear the imprint or identifiable marking of the rMgfacturefp name or liiow'-
city and state of manufacturing facility and the following statement: "Miami -EW& C•ounty:Pi'gaifct Co" •
« Seal assbownbelow. •••• 96:006 9999••
/�pprOVed Or the Mia�1T Dade County Product CODtf'o� S • • •
•• •• •••• ••••••
MID,MEDADE COUNTY • • • • • • • • 6
• ° • • • •
• • • • •0006•
9999••
BUILDING PERMIT REQUIREMENTS: 00006:0
6069
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.
MMANOA No.: I2-0713.02
�DOUNExpiration Date: 09/13/16
'ggxs°
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL AFFLICATION GuiDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter battens, as required by the file manufacturers NOA's, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4 /12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, extosed AUCYC,.or
exposed roof to wall details. •
9. Repair of Polystick membranes is to be accomplished by applying Polyglass PoWttff Pretgi iModified•.: •
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, PolyglaU M500 MB Ftashing ; ....
Cement to the area in need of repair, followed by a patch of the Polystick materiafof Eike kina'shotdd be At
and hand rolled in place over the area needing such repair. Patching membrane sb4*Jb.*era minim of 6
inches in either direction. The repair should be installed in such away so that wat&.Vffl run&40el toot .....
over the top of all laps of the patch. • • • • • • •
10. All self -adhered membranes must be rolled to ensure full contact with approved;ubstfates. ]!@*S:ws
requires a minimum of 40 lbs for a weighted roller for the rolling of the field meftJVW. Hand j7pVVrs ark • • • •
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slopeprohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800)
894-4563.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12-0713.02
MIAMFDADECotJNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
......
.
......
....
. ..
.....
......
....
.....
.. ..
....
ease..
.•..•.
. .
a .
.
.....
aaee.•
0.00
009
V666:
•
0000
NOA No.: 12-0713.02
MIAMFDADECotJNTY Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
MIAAH 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 DMSION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www, ad ami dade.eovleeo°arm'
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami Dade County 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. R.ER. 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: 3M11M 2 -Component Foam Roof Tile Adhesive AH -160 • • ; :04069
•
LABELING: Each unit shall bear a permanent label with the manufacturer's name or rded,•city, state and follc�►�yiva
statement: "Miami Dade County Product Control Approved", unless otherwise noted hereins • • • : •
... . .. .....
•
RENEWAL of this NOA shall he considered after a renewal application has been fileWd1here h •en no efian •e
in the applicable building code negatively affecting the performance of this product. • • . e •
. . . . ......
TERMINATION of this NOA will occur after the expiration date or if there has beQi a•rgvisioi; or change in the.
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enMrsetnent of pyproduet, for •
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply v3iM lany 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 13-0502.02 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in 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 2 -Component
Foam Roof Tile Adhesive AH -160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Descriation
Snecifications
3MTM 2 -Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AR -160
Foam Dispenser N/A Dispensing Equipment
RTY1000
ProPack® 30 & 100 N/A Dispensing Equipment
•6••••
e • • 0606••
PRODUCTS MANUFACTURED BY OTHERS:
0000.. •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curren& NQ& which lisp attachment"
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tileA44esive.. :06600
00006 .. . .. • 0000.
MANUFACTURING LOCATION: 0""""
0000 .�.. 0000•.
1. Tomball, TX. • •. • • • .'
•6.66•
• • • • 0
PHYSICAL PROPERTIES:• • • • • • 6 • •
.. 0000
ProveProverty Test Results s o %
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./Ft'
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @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.: 14-0805.01
MIAM4DADECCIU 3 Expiration Date: 05/10/17
' ' ' ' • Approval Date: 09/04/14
.Page 2 of 11
EVIDENCE SUBMITTED:
Test As!encv Test Identif er
Test Name/Report
Date
Center for Applied Engineering #94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories NB -589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92
ASTM E 108
04/30/93
Southwest Research Institute 01-6743-011
ASTM E 108
11/16/94
01-6739-062b[l]
ASTM E 84
01/16/95
Trinity Engineering 7050.02.96-1
TAS 114
03/14/96
P36700.04.12
ASTM D 1623
04/18/12
P39740.02.12
TAS 101
02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1
TAS 101
10/23/98
528454-9-1
528454-10-1
0.00••
0000..
520109-1
TAS 101 ' • •'
. 12/28/98 .'
520109-2
•'••••
0000..
• ••••••
520109-3
••••••
0 ,0
0000..
520109-6
• • • •
• e s • •
520109-7
0.00
•• 00.0•
520191-1
TAS 101 • • • •
df/0�/99 • " •'
520109-2-1
......
0000 0000..
0000..
• •
• • •0,000•
0000••
LIMITATIONS:
.
•
0000..
.. 0000
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fiWo ting.
2. 3.Ne 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing
Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Mm
2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in
accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
NOA No.:14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 3 of 11
INSTALLATION'.
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists attachment resistance values with the use of 3MTm 2 -Component Foam Roof Tile Adhesive AH -
160.
2. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive
attachment with the use of 3MTm 2 -Component Foam Roof Tile Adhesive 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. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTm 2 -Component Foam Roof Tile Adhesive AH -
160 Operating lnsttuction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B).
6. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed. :060:6
9. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty 6vteight shill b %in • • • •
accordance with the Placement Details' herein. Each generic tile profile requires the.WjUc plg mens noted • • • : •
herein. 096:96 9 0 •
NOA No.: 144=5.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 4 of 11
.0000.
0006
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00
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NOA No.: 144=5.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Area
Minimum Paddy Gram
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
#1
1723 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':aci'he Miami-
. . •6.6••
Dade County Product Control Seal as shown below. •
MIAMFDADE COUMi *00:00 • ... •••
s 0000•• • • •
0000••
0000 •• • :.0006• • • • •
BUILDING PERMIT REQUIREMENTS: .0000
0 0 0..... ...••.
.....
As required by the Building Official or applicable building code in order to properly evaluate tfit:•instai ofthis• 0 0 0:0
••666• •
system. •
.0000.
• • •
0000 •• 0060•
•• • •
0*00
NOA No.: 14-0805.01
MIAMFDADECOUWTYli Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
14x1! R0�t9ttgh � cavaa�
twhemewga+lt•d�a
--Paddy (80nosthrAwl��!•y `fie; � .. ;�,�
2 Ht.wiBf• `a {
�ti•.�, ,�J�,.. µ`Vi.;:"•` .r"�' %iVQ C�bSYfO
haat c C•cnt• w 4' ~.— . Fin
.s=
Nag atrswghPWIlt9WPKW-,,. t=nd t8•n•athrt{.1
tWhan Fe ed# <<
urowuymw I
^yy'�°:>pk4 � '•.y ' fir 4,
40ia.ai
y
41
Fascia
Umdoswe
},
Weephoie
APPROVED
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 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1.. Starting at the eave course, apply a minimum 2"
(50.8 mm) x W'(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 ma4ner. Insure mately17• •
(109.7 cm) — 23 (148'44n). square inch adhesive. •
contact with the undemida-ofthe dl'e.. ....:.
•00.00 •
0000 • •• 0000•
0000•• 0000 0000•
•• •• •••• ••••••
•
0000•• • •
High Profile / Single PA4 Tite ; • • . • ;
0000••
• • • • •
1. Starting at the eave comme, apply a minimum I
(50.8 mm) x 10" (254 mm) x 1" (25.%emm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the file 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.
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
awyuyA �1�. Wc uea,.n./ w.ddp ► 5,..►h )
Uftd&tUY"WM 1.4
( '` i.
saeea�conei4nat �,,�' V
kti �• `�4 ��f�,�1 f, �•
r
��vY •,. F Jar'. i/.F:atua
fly r
2
0000.' •,� °.,.ss J r.
Eavecieawo..__
(who" re¢&WI
E.W. CIOU"
Foods
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 tam) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the file closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second coarse, apply a minimum 2" (50 -8mm)
x T'(177.8 mm) x 1" (25.4 nun) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the file
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm) -12 (77.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a tttq MJW 2" (50.8
mm) x 10" (254 mm) x l:' (20..4 mm)•foam paddy • • • ; •
onto the underlayment pogiEionl d as AxvAunder the %� •
pan portion of the file closes; to the overlock of the
0000.. .
file being set. Insure app; q ately 17•(102.7 cm2 —
23 (148.4 cm) square inC$xUltsive QoffWtwith the, • •
underside of the tile. 0 0 0 0 0 0 :060 ..:..'
00 •• 0000 0see00
2. At the second course, ap§l Pgt:inimum r (50.8mm)•,
x T' (177.8 tum) x 1" (23.4 mid) foat$,patli* onto tife •'
underlayment positioned;as Awn under the pan ......
portion of the tile closest to the over1q jj gtthe tile •
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 14-0905.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 7of11
ADHESIVE PLACEMENT DETAII. # 2 (CONTINUED)
1rt.H shaeugh mastic c� � asday ta6ar+slk TiH►S
1w�4n ►4ao+ir601
Battens 0040" W
r fisreGowsefascia
104n. Orlp edgc�osVte
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x I W' (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the file 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 nun) 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 cm) square inch adhesive
contact with the underside of the tile.
.
.000.0
NOA No.: 14.0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 8 of 11
0946..
.. .
. .
6
0000..
9
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.
0000..
966646
6
. 9
:**a*:
000..
6964
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0 9
0000
0000..
.664
6444.
06 96
04.9
9600.4
6469..9
as
. .
6 0
0000..
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0 .
66009.
..
00000000
NOA No.: 14.0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 8 of 11
ADHESIVE PLACEMENT DETAm # 3
FkWLWProMGTS9
MedImPrOMM
1. 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 the for low or High profile file 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 int (109.7-148.4 cm) of
adhesive contact with the underside of the the
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 file to be installed. Insure
approximately 8-9 int (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
NOA No.: 14.0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
"""
(Instructions continued onizextpage)
•
9..999
.. .
. .
•
•
9.99.9
•
9999
• ••
9999•
9999••
9999
9999•
•• ••
9999
s•••••
•
9999••
0
•
• •
• 9
99990•
9999••
• • •
•9060•
0*60
NOA No.: 14.0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
A 0
ADHESIVE PLAcmENT DETAIL # 3 (CONTrqum)
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4"
(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(71cm) square inch adhesive
contact with the underside of the file at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
•
0000••
0000••
•
0000••
•
0000••
•
0000••
�.
• •
PR
0000••
0000
•• •
• •
0000
• ••
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
• •
•
0000••
0000••
•
0000••
•
0000••
•
0000••
•
• •
0000••
0000
•• •
• •
0000
• ••
0000•
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0000
0000•
sees**
••••
••••••
•
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•
•
• •
• •
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000.06
• •
•
• •
•• •
0000
• •
NOA No.: 14-090.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 10 of 11
e
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
t) Ptm erwtrshadhestveto aditve SSto 70sq.im Steep
in contact with the pantNe (when
2) sum covers upside down. Place adhesive In
to t In. from outside edge of covertile.
Then install the tile. Ensure 20 to
25 sq. in. contact area;
Undartayment
Eave closure
(mom
Fascia
Aemave top portion of the eave course cover tile. Abut to second course of
pan tiles. Easure eave end of pan and corer 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 nun) 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 cm) — 70 (451.6 cm)
square inch adhesive contact with the underside
of the pan tile.
3. 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.
.6004.
606090
4. Turn cover file ovef mer €oam is applied and
Place onto pan tile tt�a►>lrt+sev Insure a tm unum ®f.:.
20 (129 cm) - 25 (i6 i lleom) square inch 6.0 0:
contact area on eac$ Side pf the j t yer dile to the
pan tile. Continue in4s%W mand&r. Ttim awv:4'.
any cured exposed 10`AW4Jhesive.ntmg of 4"
• 4• 6666.•
longitudinal edges 4 •• eojover Ate's6are •
considered optional; 4 4
04••6•
5. When additional naikxg ie requiredpTe' (50.9 • • • •
mm) x 4" (101.6 mm) nailers 6rod;�tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 14-080 s.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 11 of 11
„:AF4zN"N KEN LAVSON, SECRETARY
STATE OF FLORIDA.
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
The. ROOFING CONTRACTOR
IS CERTIFIED
tinder #* provWons of Chapter 489 FS.
E - AUG 81, 2016
"il I
MARTINEZ. JAVIER RO
knAW ROOFING SYS
'Z BUCCANEER AVENUE„
NORTH BAY VILLAGE Ft 33144
rte,;