RF-16-1674 (3) ,A f
r `, Miami shores Village
grim Building Department
10050 N.E.2nd Avenue
h oe Miami Shores, Florida 33138
�ZOTIM
IU►�� Tel: (305) 795.2204
Fax: (305)756.8972
RE: Permit# ��' �' 1 I V14 DATE:
INSPECTION AFFIDAVIT
I -3-Ct✓1ce- l ® s eL, licensed as a(n) Contractor/Engineer/Architect,
(Print name and circle License Type) FS 468 Building Inspector
License#:
On or about I did personally inspect the roof deck nailing and
(Date&time)
Secondary water barrier work at 55 IU W III rYi►ciml ties F1 �3t)Kog
(Complete Job 3ile 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)
Sig ature
State of Florida
County of Dade:
The undersigned, being the first duly swom,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 Lar
'�• No y puw -State o lorlda
( ' :,mmissi01E
G 12
Fx020'General,Building,Residential,or Roofing Contractors I certified under 48 on.Include photogrd*of each pine of the roof with
permit#and address#dearly shown marked on the deck for each inspection
Revised on 5/21rAN
sK° Miami Shores Village '
10050 N.E.2nd Avenue NW "Ok
>
? W6rk C1a&WCat 1 Fi
Miami Shores,FL 33138-0000
hVs— Phone: (305)795-2204
[ Pem*5tat(tS:AFS ..
Is t C 11 016 Expiration: 12128/2016
Project Address Parcel Number Applicant
255 NW 111 Street 1121360010690
Miami Shores, FL 33168-3301 Block: Lot: ROLAND SIMEON
Owner Information Address Phone Cell
ROLAND SIMEON 255 NW 111 Street
MIAMI SHORES FL 33168-3301
Contractor(s) Phone Cell Phone
Valuation: $ 13,975.00
MIAMI ROOFING SYSTEMS, INC (305)754-5554
__ _ Total Sq Feet: 1886 ',
Type of Work:Re Roof Available Inspections:
Additional Info: Inspection Type:
Classification:Residential Up Lift Report
Scanning:4
Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00
CCF Invoice# RF-6-16-60214
$8.40 06/15/2016 Credit Card $50.00 $767.66
DBPR Fee $4.13
DCA Fee $4.13 07/01/2016 Credit Card $767.66 $0.00
Education Surcharge $2.80 Bond#:3133
Permit Fee-New Roof $275.00
Scanning Fee $12.00
Technology Fee $11.20
Total: $817.66
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated.
July 01,2016
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
July 01,2016 1
Miami Shores Village ` =
Building DepartmentJAN $2016
10050 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 - -
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LiNE PHONE NUMBER:(305)762-4949 = - -�
FBC 20)
BUILDING Master Permit NoAlr /C f
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
P55 ,(�, I I I5
�Ij CONTRACTOR DRAWINGS
JOB ADDRESS: 5 5 N V V
City: Miami Shores County: Miami Dade Zip: �Oa
Folio/Parcel#:_ 11- ')AZU-Ob I Oh qo Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction JType::,i Flood Zone:_1 BFE: FFE:
/
OWNER:Name(Fee Simple Titleholder): ' t o1wJ ;(ne0(l Phone#:
Address: 955 NW l l i 1�1'
City: ry iCtm, eS State: F0 Zip: (0
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Miami -f;r1 4-6MS j Phone#:Q�5J\
--)S-14-
Address:
-)S-14-
Address: _ (.p(0-1 �J\'\) 1n1 :51
0—
City: ryilc r l state: R Zip: 233/50
Qualifier Name: J0111Ce l Q�ed G Phone#:
State Certification or Registration M CGG !3 CSS jl Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address City: State Zip:
Value of Work for this Permit:$ ) ,9�s. Square/Linear Footage of Workk I-M4
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Descrip 'on of Work:'" S
'>VV d
Specify colo oyco oir ithru the
Submittal Fee$ C�O Permit Fee$ ��� CA) CCF$ �j CO/CC$
Scanning Fee$ t 74L ' Radon Fee$ 1 DBPR$ `1 ( � Notary$
Technology Fee$ ( ` ' Training/Education Fee$ 2— Double Fee$
Structural Reviews$ Bond$_,4Q(
TOTAL FEE NOW DUE$ �6
(Revised02/24/2014) G
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature P, Signature 9jowe
OWNER or AGENT CONTRACTOR
The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of �lJh o_. .20 1(0 by )y' 8ay of 20 AR .by
Mjf h .who is personally known to —S�nceA 6%e -a who is personally known to
me or who has produced Z_ as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
SiL L Sign:
t
Pri Print: ry
a or.
Sea ''gym ~� Seal: 1I1COMM, 4fros ftg Q,,,2018
' r. .a•� Commission#FF 14 71170 ,
�gNpt.
****************************** *** **** *****************************************************************
APPROVED BY �� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
_ - JUN is ZU16
♦5�!•R �w
,c
♦ vv
i „I S�CTIO4402.13
HIGH VELOCITY HUf ki&kE�lCS�\ I V�'=496UikED OWNERS NOTIFICATION FOR ROOFING
u
E fi�J L(I�IV i'f rll L S Ai`IU�`iON �IONS
R4402.13.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to prow , .w
with the required roofing permit, and to explain to the owner the content of the section. The provisl of S ,0 g
< :
R4402 govem 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 t Y
contractor. The owner's initial in the designated space indicates that the item has been explained.
Rw
1. Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the of
providing that the roof system meets the wind resistance and water instruction performance standards 5 a<
Aesthetics(appearance)are not a consideration with respect to workmanship provisions. Aesth
such as color or architectural appearance,that are not part of a zoning code,should be addressed a f
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 Section R4403. (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 of adjacent units of roofing to be performed.
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below. The owner may wish to maintain the architectural appearance;therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
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. 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.
6. W- �>) Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if
overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. A( ntRat o,o Mast iogf structures should have some ability to vent na ural airflow through the
interiorvl the§jugne asSeM ne building itself). The existing amount of attic entilation shall not be
reduced,lt ma;bdJAnWidt&car ideradditional venting which can result in ext nding the service life of the
roof. y'
q aA d f
Owner/A#t's Signature bete ••• Contractor u Sig e Date
Go 0Revised on 7/91009 LD ; •
... . . . ... . .
/ T
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. Process No.
Contractor's Name 1 i i
Job Address D65 MW III
Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
O Prescriptive BUR-RAS 150
ROOF TYPE
❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) , Iq Z Steep Sloped Roof Area(SF) Total (SF) ; G
Section R (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.
. . 3
.. . . .. W-r
.. . . .. . . . .
•• • ••• • •• •
FLORIDA BUILDING CODE:-liUILDJNO•• • • •
• •• •• • • • •• ••
••• • • • ••• • •
r r
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application) Surfacing:
Fill in specific roof assembly components
and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(If a component is not used,identify as"NA")
System Manufacturer: �jre _ `_
s-� - Field: 4V Itoc @Lap,#Rows a @ L"oc
Perimeter: "oc @ Lap,#Rows 4 @ "oc
Product Approval No.: l�O OD10a- •0-7
Comer: oc @ Lap,#Rows 47 @ "oc
Design Wind Pressures, From RAS 128 or Calculations:
_�O �
�i Number of Fasteners Per Insulation Board:
Pmax1:-aa, g Pmax2: "7 � Pmax3: 0,
�
Max.Design Pressure,from the specific Pr duct Field h" Perimeter IA- Corner 01
Approval system: '- 15a. Illustrate Components Noted and Details as
Applicable:
Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Type: Ul�� Continuous Cleat, Cant Strip, Base Flashing, Counter-
Flashing, Coping, Etc.
Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base
1 Flashing,Component Material, Material Thickness, Fastener
Slope: 1 y Type, Fastener Spacing or Submit
Anchor/Base Sheet&No.of Ply(s): f�
Anchor/Base Sheet Fastener/Bonding1 Material: pt �h
N
Insulation Base Layer: 1 f� i V
A� nn
Base Insulation Size and Thickness: ` ) - '
V y A �� iFIQ FT----
Cil --
Base Insulation Fastener/Bonding Material: — -- -
IS4vi P o� : Parapet
nn `I Height
n
Top Insulation Layer: t�
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material: D� —--I
�U��f _ Mean
--•-------- Roof
Base Sheet(s)&No.of Ply(s): ire �3 X ✓j Ped Height
Base Shet Fastener Bondi g M terial: �. a
Ply Sheet(s)Sr W.bf1A;' (s;: : .•.1y •
Ply Sheet FasterlerfBgg4InU1jla1e0al:
I" T7
Top Ply:j RIO, -APR lib;R •
Top Ply Fastener:Bo ding V,alarl;O! ••• •••
�rc�
. . . . . ... . :
FLORIDA BUILDING iv Di—BUIkBING0. • • •
• • • • • • • • • •
r * i
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High-Velocity Hurricane zone Uniform Permit Application Foran.
Section D (Steel) Sloped Roof System)
Roof System Manufacturer: Fa CA)
e q 1::�LAvc4s
Notice of Acceptance Number: )5• (--)D Q)3 . LCI
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations
A: —39.i —P2: — I P3:
Maximum Design Pressure
(From the Product Approval Specific System): 06. 1
3
Steep Sloped Roof Systern Description
Deck Type:
y 5 �
Type Underlayment: (
Roo Slope:
121
",• Insulation: j
Fire Barrier: N
Ridge Ventilation? I `. Fastener Type& Spacing:
Adhesive Type:
Type Cap Sheet:
-- ----- - --
Mean Roof Height Roof Covering:
• • Type&Size Drip
3x
.
• Edge:
•• . . • . . -cry
•• . . •.. l U "
.. ... .. . . . ..
..•. •. . .. . . .. . .
. .
.. .. ..•. •. .. .
FLORIDA BUILDING CODE---BUILDI14Ct-
• •• •• • • • •• ••
••• • • • ••• • •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section F: (Tole Calculations)
For Moment based tilt systems,choose either Mctho d I or 2.Compare the values for Mr with the values from Mr.If the M f valucs are greater than or
equal to the Mr values,for each arca of the roof,then the tilt attachment method is acceptable.
q(�Method I"Moment Based Tile Calculations Per RAS 127"
(Pt: 3p•'x),•Q8 = �✓7.�olr Mg:/�- / =lyrl 4.3? Product Approval Mr P(,. 13
lP:(tt7 O. Ix) .a��gppa��=19,aiq Mg:lD.1�5=Mr> ��• Product APPrgval Mr Q(V. 3
(P 1f •7 x n'>Y�2=��•3 9-hqR�.�C5=MrJ o�I.7y Product Approval Mro±�L+�� 3
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(Mr)From Table Below Product Approval M
M required Moment Resistance"
Mean Roof Height
Roof Slope 16' 20' 25' 30' 40'
7*12 24.4 27.1 2 3010
Must be used in coRluncton with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tilt systems use hlethod 3.Comparui the valucs for F'with the valucs for Fc If the F'valucs are greater than or equal to the Fr value.
for each arca of the rtaif,then the tile attachment method is acceptable.
Method 3"Moment Based Tile Calculations Per RAS 137"
(PI: x I. = x w:= 1-W: x cos —=Fri Product Approval F'"
(P,: x L x w:_ )-W:—_x cos B =Fr; Product Approval F'
—.—
(P;: x L _ x w:_ _)-W:^ x cos 0 =F Product Approval F
Where to Obtain Information
Descri tion S mbol Where to find
Dcsi n Pressure P I or P^_or P3 RAS 127 Table I or by an engineering analysis prepared by IPE based on ASCE 7
Mean Roof I-Iei hi 1.1 Job Site
Roof Slo 0 Job Site
Aerodynamic Multi lier d Product A royal
Restoring Moment due to
Ms Product Approval
Gmvit•
Attachment Resistance M Product A roval
Rc uired Moment Resistance M Calculated
•?4?11inlum:lt1oh gen •• i •••
•
*Re 'g•c • •:: •• Product Approval
Reowived U Mft•RcsisffAce • •Fro •• Calculated
Avera e Tile Wei hi W Product A royal
• ••• • ••• • •
• • • • • L=Icr:th:
• • ilc Dimt•tsions • niuct Approval
•• • W i widtfl•
• •• •
All cltl,4Ulations must be tutmilted 4>the build n official at the time of permit application.
••• • • • • ••• • •
FLORIDA BUILDING gODC—BGIL111AiG : • •
•
: 60: • • • • • •
• • • • • •• ••
••• 0 0 0 000 • •
MIAW MIAMI-DADE COUNTY
o 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.ndamidade.Qov/eeonomy
Firestone Building Products Company,LLC
250 W.W Street
Indianapolis,IN 46260
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: 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 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 in§ljectjan att the jobsite at Ake request of the Building Official.
. . . . . .
This NOA renews NOA No.J.f-@O. ,t4!0?a4*d..iopsfsts of pages 1 through 42.
The submitted documentation was reviewed by Alex Tigera.
MIAM1OADECOUNTY NOA Na.: 16-0202.07
Expiration Date: 03/08/21
. 1:0 ; ; Approval Date: 03/31/16
• • • ••• • ' Page 1 of 42
• • • • • • • • • •
••• • • • ••• • •
Membrane Type: APP
Deck Type 1: Wood,Non-nsulated
Deck Description: 19/32" or greater plywood or wood plank mechanically fastened to wood supports spaced 24-
inch o.c.with 1-5/8"#6 wood screws spaced 6-inch o.c.
System Type E(3): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet: One ply of Firestone MB Base or MB Base M mechanically fastened to the wood deck as
described below.
Fastening#1: 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: LQ2tional 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: QUe ply f 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 within a current
NOA.Install one of the following.
1. Gravel or slag at 400 lb.and 300 lb.,respectively,set in a flood coat of type III or IV
asphalt at 601b./sq..
2. Karnak No. 97,No.97 AF or No. 169 at an application rate of P/2-3 gal./sq..
Maximum Design
Pressure: C-52.5pfs;fee General Limitation#7)
. .. . • . . ... .
. • • •
000
... :0
NOA No.: 16-0202.07
MuUrtFanuecourrrr Expiration Date: 03/08/21
••• • • • • ••• • • Approval Date: 03/31/16
i•i i i pP
• • • • • • • • • • Page 35 of 42
• •• •• • • • •• ••
••• 0 • 0 000 • •
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 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below
275 lbf,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 by the Building Official,a revised fastener spacing,
prepared,signed and sealed by a Florida Registered Engineer, Architect,or Registered Roof Consultant may be
submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing
Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant. (When this limitation is specifically referred
within this NOA,General Limitation#9 will not be applicable.)
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform
with Roofing Application Standard RAS 111 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 comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones(i.e.perimeters,extended corners and comers). (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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
. •• • • . • .
•
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••
• .. •• ... ..
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of Go*
• NOA No.: 16-0202.07
JWMMMOADEExpiration Date: 03/08/21
••• • • • • ••. • • Approval Date: 03/31/16
• • •
000 • • • Page 42 of 42
••• • •
0 000 • •
TGF'U.R9516 - Roofing Systems Page 1 of 48
QNIINF P[DTICIGATIONS DIRFOTORY
TGFU.R9516
Roofing Systems
Page Bottom
Roofing Systems
See General Information for Roofing Systems
FIRESTONE BUILDING PRODUCTS CO L L C R9516
250 W 96TH ST
INDIANAPOLIS, IN 46260 USA
References to Type G1 and Type G2 ply and base sheets include"Type IV", "Type VI"(Type GI), "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.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Class A
1. Deck: NC Incline: 3
Insulation:— "ISO 95+FK", "GL", "GW"or"Rhoflex Isocyanurate FK", "GL", "GW", any thickness, mechanically fastened or adhered with
hot mopping asphalt.
Ply Sheet:—Two to four layers Type 15, G1 or G2,any combination.
Surfacing: —Gravel.
2. Deck:NC Incline: 3
Insulation: —"ISO 95+Composite", "Rhoflex Isocyanurate Composite"or"ISO 95+Wood Fiberboard Composite", mechanically fastened
or adhered with hot mopping asphalt, 1.5 to 3.5 in. thick.
Insulation(Optional): — Perlite, 1 in.thick.
Ply Sheet: —Three to four layers Type 15, G1 or G2,any combination.
Surfacing:—Gravel, slag or crushed stone.
3. Deck:NC Incline: 3
Base Sheet: —"MB Base Sheet", mechanically fastened or hot mopped.
Insulation(Optional):—Any UL Classified (EPS must be covered with 1/2 in. thick min glass fiber, wood fiber or perlite),any
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 Wemium"'fir:St"jmQdit=ed:)itWitign),hot mopped.
Surfacing:—Gravel,crushed stone dr crushes slag,Mn o fleod•coat of asphalt.
5. Deck: NC •• 000 Ieltlinot 1-1#2• ••
Insulation(Optional):—any UL Classified, any thickness.
Ply Sheet: —One or more plies Type Gy4y2 or"SB.S BV%Sheet"dj"SBS•Base P"sheet, mechanically fastened or hot mopped, any
combination. • • • • • • • • • •
Membrane:— "SBS Smooth", "SSS jremylm".pr•W"(rrodif+ed"bj:mCn):hot mopped.
Surfacing: —Gravel, crushed stone cr �ed slag
a,,On a vod cot oia9palt.� ah
6. Deck: NC Incline: 3
• • • • • • • • • •
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••• • • • ••• • •
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"RhoFlex 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. wit ' its in de2k
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 m pp .
Sheet O tional): —"APP 160", "APP 160 P" A P 170"(modified bitumen), heat fused.
em ra e: — mo :i bit men), 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 perlite, 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 @ Roofboard"or"DensDeck Prime@ Roofboard"or"DensDeck Prime
21"Roofboard"or"DensDeck DuraGuard@ Roofboard"with all joints staggered a min of 6 in. from the plywood joints.
Membrane: —LS-FR(EPDM) adhered with BA 2004(T),Single-Ply LVOC Bonding Adhesive, Single-Ply LVOC Bonding Adhesive
1168 or Water Base Bonding Adhesive-P.
83. Deck:NC Incline: 1
Insulation(Optional): —Glass fiber or perlite, 1 in.max, mechanically fastened.
Membrane:—One layer"SBS Metal Flash-AL"(modified bitumen), heat fused or hot mopped,
84.Deck:NC Incline: Unlimited
Insulation(Optional): —Polyisocyanurate, polyisocyanurate/perlite composite, phenolic, phenolic/perlite composite, glass
fiber,wood fiber or perlite, any combination, any thickness and/or EPS covered with min 1 in. perlite,wood fiber or 15/16 in.
glass fiber.
Base Sheet:—Type G2, one or more plies.
Membrane: —"SBS Metal Flash-AL"(modified bitumen), heat fused.
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 glassf ber,1 1 taic�miiii;}oi4s io irwulation offset 6 in.with joints in deck.
Base Sheet:—One or more pligs Typ;'.0 2• ctlall iftelhid,spot or fully mopped.
Base/Ply Sheet: —One or more•plies type , otdricyppad in p6oce.
Membrane:—"SBS Metal FlaSlf-AL'•(trfbdifiL'(9bitutnenj heatilifosed.
87. Deck:NC Incline: 1/2
Insulation(Optional):—fin$UL::Iassifiet,dny t%ickness9 • • •
Insulation: —Glass fiber,wpod ftTpr or perljty, 1/Z in.piir?Wtkr=esy
Membrane: —"Ultra Ply TP"! �• ••i �• ••• •••
88. Deck:C-15/32 Incline: 2.1/2
• • • • • • • •
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••• • • • ••• • •
MIAMI-DADE COUNTY
MIAMm 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/economy
ICP Adhesives and Sealants,Inc.
12505 NW 44"Street
Coral Springs,FL.33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: ICP Adhesives Polyset®AH-160
LABELING: Each unit shall bear a permanent 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's wtItMe 2egdest3) tWBuilding Official.
This NOA revises NOA 14-0805.01 and cdnsis*ftoaggO 1 Mtouo 11.
The submitted documentation was reviewed by Alex Tigera.
• ••• • ••• • •
• • • • • • •
00-
•• • P'"'� • • • NOA No.: 16-0315.01
.• • ••
DADE COUNTY Expiration Date: 05/10/17
MIAM4
0:0• . • • ••. Approval Date: 04/07/16
• • . . . . • Page 1 of 11
•• .• • • • .• Y•
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof rile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset"AH-160 as manufactured by ICP Adhesives and Sealants,Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat,low,and high profile roof tile:systems using ICP
Adhesives Polyset®AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive
Polyset®AH-160
ICP Adhesives Foam N/A Dispensing Equipment
Dispenser RTF1000
ICP Adhesives ProPack® N/A Dispensing Equipment
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset' AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
I. Tomball,TX.
PHYSICAL PROPERTIES:
Prove Test Results
Density ASTM D 1622 1.6 lbs./ft.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft'
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @a -40°F.,2 weeks
••• ..r 40yo Volume Change @158°F., 1001/6 Humidity,2
•. +Weals; , • . .••
Closed Cell Content ASTM D 2866' .,;8;%� ;•0 •.
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to d'tMal nianp fgcturing variation.
•• NOA No.: 16-0315.01
C�=
DADECO '•• : .,: % • :::
Expiration Date: 05/10/17
Approval Date: 04/07/16
0:0 • Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Reno rt 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
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polysee AH-160 shall solely be used with flat,low, &high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.• ••• •
00* 00
• ...
0•' '•• •�• '•• ••• NOA No.: 16-0315.01
MIAMFDADECOUPITY ••• • .•; �. ' ••; : Expiration Date: 05/10/17
• Approval Date: 04/07/16
• Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset' AH-160 maybe used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset AH-160.
2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the"A" component and the"B" component shall be maintained between
1.0-1.15 (A): 1.0(B).
6. ICP Adhesives Polyset'AH-160 shalt be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
Adhesives ProPack'30& 100 dispensing equipment only.
7. ICP Adhesives Polyset'AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within I to 2 minutes after ICP Adhesives
Polyset®AH-160 has been dispensed.
9. ICP Adhesives Polyset'AH-160 placement and minimum patty weight shall be in accordance with the
'Placement Details'herein. Each generic tile profile requires the specific placement noted herein.
••' • • ..
00
• • • ••.
• •.•
• • . • •••
• 0 0 0 seeNOA No.: 16-0315.01
MtAMNDADE C ••• :' • :. ' ••% : : Expiration Date: 05/10/17
�gjazxvrmj� •• "• •• Approval Date: 04/07/16
... 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.
CML •DADE COUNTY
,...l i
BUILDING PERMITREQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
••' v • • •�• ••. NOA No.: 16-0315.01
MtAMhDADE COUNTY ••Y :' ••: :. ' ••a 0 : Expiration Date: 05/10/17
W N 1 1 " ••• Approval Date: 04/07/16
..• • Page 5 of 11
ADHESIVE PLACEMENT DETAIL# 1
a.aay » Flat/Low Profile Tile
1. Starting at the eave course,apply a minimum 2"
(50.8 nun)x 10" (254 mm)x 1"(25.4 mm) foam
paddy onto the underlayment positioned as shown,
y under the strengthening rib closest to the overlock
of the file being set.
•ca.n. 2. Continue in same manner.Insure approximately 17
(109.7 cm2)—23 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
E•vn Clwan
Medium Profile/ Double Pan Tile
a•it tltuo�n c�aaoc ce�nerat
y P*44olsol000d"T&I 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 porton of the tile closest to the
overlock of the tile being set.
td1�z
i ewe mwide 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.
to"CIO""
C"M
u ,oa,pw, � p High Profile/Single Pan Tile
Jut"rey+redt f
f/ 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
ioo»K under the pan portion of the tile closest to the
2tn. a overlock of the file being set.
2. Continue in same manner. Insure approximately 17
amt (109.7 cm2)—23 (148.4 em')square inch adhesive
jontact with the underside of the tile.
EM CAMnO .amt . . . . .
•• Esdlt�st�d• • • • ••
10 f� fin. ai®edea
• ••• • ••• • •
• • • • • • • • • •
.. • .• •• NOA No.: 16-0315.01
IAMFDADE COUNTY ••• ;• 900 ••• •• Expiration Date: 05/10/17
Approval Date: 04/07/16
• Page 6 of 11
ADHESIVE PLACEMENT DETAIL# 2
W 000"hPUwic4•1"•M v +yta.nea+sro•, Flat/Low Profile Tile
twtwn wa
ur► Q m 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 cm')
23 (148.4 cmZ) square inch adhesive contact with the
underside of the tile.
Eau•cours.
a
° 2. At the second course,apply a minimum 2" (50.8mm)
10 mum 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
r being set.
3. Continue in same manner.Insure approximately 10"
(64.5 cmZ) - 12 (77.4 cm2)square inch adhesive
contact with the underside of the tile.
Medium Profile/Double Pan Tile
tldl�uo.at► z ccan•a
- �-`f"ddyj8m*a`hT1W 1. Starting at the eave course,apply a minimum 2"(50.8
Ut+d•rt•ynn.n� &. mm)x 10"(254 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
file being set. Insure approximately 17 (109.7 cmZ)—
T 21,, 23 (148.4 cm2)square inch adhesive contact with the
underside of the tile.
Ratt"n
2. At the second course, apply a minimum 2" (50.8mm)
10 a.. x 7" (177.8 mm)x 1" (2$.4 mm)foam paddy onto the
underlayment positioned as shown under the pan
F•*4" 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 crr}) square inch adhesive
contact with the underside of the tile.
•• .•• . • • • •(IPl.CI ructions continued on next Page)
• •• • • • • ••• •
• ••• • ••• • •
• • • • • • • • • •
•. .. •. NOA No.: 16-0315.01
MIMMADEeovw'Y " Expiration Date: 05/10/17
Approval Date: 04/07/16
••• • ••• • Page 7 of 11
• • . . . . • . . .
ADHESIVE PLACEMENT DETAIL##Z(CONTINUED)
tA*•+ ►c ft&tjMonsaWnw High ProIIle/Single Pan Tile
g�han►.golro�
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
file being set.Insure approximately 17 (109.7 cm2)—
� � t� 23 (148.4 cm2) square inch adhesive contact with the
8�eeans . a underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
Es"C.UM x 7" (177.8 mm)x 1" (25.4 mm)foam paddy onto the
Wa"**U underlayment positioned,as shown under the pan
loin, tin. so"dosae portion of the file closest to the overlock of the tile
D' `•ft' being set.
3. Continue in same manner.Insure approximately 17"
(109.7 cm2) - 19(122.6 cm2)square inch adhesive
contact with the underside of the tile.
.. ... . . . . . ..
.. ... .. . . . ..
• • NOA No.: 16-0315.01
MfAMbDADECOUNIX • " �• • • Expiration Date: 05/10/17
• ' •• ••• • •• Approval Date: 04/07/16
�•� • • ��� . Page 8 of 11
ADHESIVE PLACEMENT DETAIL#3
1. On the eave course only, apply a minimum 2" (50.8
• mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy
• thew onto the underlayment positioned as shown,under
Sin&ki! the strengthening rib for flat tile or under the pan
ar+t at portion of the file for low or high profile file closest
ry c to the overlock of the tile being set. Leave
�4x4hL approximately 4" (10 1.6 mm)up from the eave
paft d� edge free of foam to prevent the expanded adhesive
on 2X41L from blocking the weep holes. Insure
• approximately 17-23 int(109.7-148.4 cm2) of
'
adhesive contact with the underside of the tile
To
2. Apply a 4" (101.6 nun)x 4" (101.6 mm) x 1" (25.4
mm)foam paddy onto the underlayment just below
flattl�o�ttatssdei�e the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
M Att mVh tft pan portion of the tile,closest to the underlock for
Mq` the second course tile to be installed. Insure
r
approximately 8-9 int(51.6-58.1 cm2) of adhesive
" contact with the underside of the tile.
(Instructions continued on next page)
a4hL s4�s
8
ftWCWWM
EMCWUM Famb
6►ro�11�1�
•• ••• •• • • • ••
• 6:0 sea see
• • •
• • • • • •
® •� Y . • • •� NOANo.: 16-0315.01
wt�4M�•DADECO� • '• .: •• Expiration Date: 05/10/17
Approval Date: 04/07/16
OV Page 9 of 11
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
!��tepaddy �tte
t 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4"
(19 mm)paddy on top of the eave course tile
BaUMS 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 underloek of the first course of tile.
i Install second course of tile. Insure approximately
. '4$4ftL 9 (58.1 cm2)- 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
gn*eft 274 and 7(45.2 cm2)- 9 (58.1 cm2)square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
Mgh PrMTO7
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• NOA No.: 16-0315.01
hitarn® •' " Expiration Date: 05!10/17
Approval Date: 04/07/16
Page 10 of 11
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ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel (Cap and Pan)Tile
I. Starting at the eave course,apply a minimum 2"
7r�ee�+sie�achieveB5to7°sq`�'' stea m 50.8 mm x 10" 2�4 mm)x 1" 25.4 mm foam
in the e Pan ctie. erl�an required) ( ) ( ) ( )
21 Tu rn coven upside down,Place adhesive in paddy onto the underlayment positioned as
tot in,from outside edge ofmmtRe. shown under two adjacent pan tiles. Support eave
Then Install the tile,i:nwreaow
Zs aq.in.comad area. tiles from rocking until adhesive has a chance to
nderi�n�r►t cure.
o a
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2)—70 (451.6 cm2)
square inch adhesive contact with the underside
Sheathing of the pan.tile.
Eavedosure
3. Turn covers upside down exposing the underside
weepnele of the tile. Apply a minimum 1"(25.4 mm)x 10"
Few soars (254 mm)bead of adhesive directly on the inner
heroin top portion of the eave course cover tiie.Abut to Second course of edge of each side of the cover tile.Leave
pan ales.Ensure one end of pan and cover tues are flush at eave tine. approximately 3/4" (19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile 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 cm2) -25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive.Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required,2" (50.8
mm)x 4" (101.6 mm)nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
.• ... . . . . . ..
•e •e• .. . . . ..
NOA No.: 16-0315.01
MtAMMADE COUNTY . .. • as • 0.0 E% iration Date: 05/10/17
u• t •• Approval Date: 04/07/16
Page 11 of 11
.e. e ..e •
MIAM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www•ndamidade.eov/economy
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 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,
.. ... . . . . . -*6
This revises NOA#12-0713.02 and consists'Qf pagds 1'tltr4u Jh V.: '••
The submitted documentation was reviewedby Alex figera! ••
�_�� " ' " •• NOA No.: 14-0717.08
MIAMF�UU Expiration Date: 09/13/16
•
... ...
Approval Date: 01/22/15
• ••• Page 1 of 9
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ROOFING CoMPoNENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: SBS ,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 65'8"x 3933/8" membrane, glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile, slate
tiles and shingle underlayment.
Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 65'8"x 3'33/8" membrane, glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile, slate
tiles and shingle underlayment.
Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering,
Manufacturing Location 65'x 3'33/s" APP polymer modified, fiberglass reinforced,
#1  Or 65' x 3' bituminous sheet material for use as an
60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield.
Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass-
(Surface Printing) 65' x 3'3218" D 1970 fiber/polyester reinforced waterproofing
Manufacturing Location 80 mils thick membrane. Designed as a metal roofing and roof
#1  tile underlayment.
Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane,
Manufacturing Location
32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,with a granular
#2 130 mils thick surface designed for use as a tile roof
underlayment.
Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass-
Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufacturing Location 61' x 3'33/8",•• *fiber/polyesterreinfprcedwaterproofing
#2 60 mils thick•.• •membrane. Designed as a metal roofing and roof
.. ••: ••• •Mlle underlayment.
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•• ••• • -.0 NOA No.: 14-0717.08
MtAMFDADECOUN7Y Expiration Date: 09/13/16
AD U
+.. + + Approval Date: 01/22/15
. ++• • Page 2 of 9
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PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester
Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as
#2 60 mils thick a a roof tile underlayment.
Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,;SBS modified bitumen
32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded
back face and a granule top surface. For use in
roof tile underlayment systems.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Trinity) ERD P10870.09.08-R1 TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.1 t TAS 103 03/02/1 L
P33370.04.11 ASTM D 1623 04/26/11
P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11
P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11
P40390. 08.12-1 TAS 103 &TAS 110 08/06/12
P40390.08.12-2 ASTM D 1623 08/07/12
P40390.10.12 ASTM D 1970 10/03/12
P37590.07.13-1 ASTM D6164 07/02/13
P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14
D1623
P46520.10.14 ASTM D1623 10/03/14
P44360.10.14 TAS 103 &TAS 110 10/07/14
P43290.10.14 ASTM D 1970&TAS 110 10/17/14
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06
PUSA-055-02-02 TAS 103 12/10/07
PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08
RX14E8A TAS 103/ASTM D4798 &G155 11/09/09
.Q)"3,D$P6 .TbkS 193/ASTM D4798 &G155 02/18/10
:
:PX2Z8A *.TI,9103/ASTM D4798 & G155 02/18/10
see 0* 00
... . ... •
•• • ••• • •• NOA No.: 14-0717.08
CIFDAD,CO� Expiration Date: 09/13/16
.�. : : •:• ; ; Approval Date: 01/22/15
• • • ••• • • . Page 3 of 9
i i•••i i i i i•••+
••• • • • ••• • •
INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Membrane: Polystick membranes 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 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
(Optional) laps.
Membrane: Polystick TU Plus,self-adhered.
Surfacing: See General Limitations Below.
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NOA No.: 14-0717.08
MIAMbDADE COUNTY ••• • • • •
0:0 . . Expiration Date: 09/13/16
I APPROVED 1_,j .
••• • Approval Date: 01/22/15
. . • • . . . . .
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• •' " ' • •. •• •• Page 4 of 9
. . . .
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully 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 taps 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 MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick 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 TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be
used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. 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.
Exposure Limitations(days
MTS IR-Xe Ela�+s�to/flt ex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus
Winter Have • •180 90 X80 •• . 1 N . 180 180 180 90 180
• • •••
FL.
Hazelton,PA. N/A 90 N/A 180 N/A N/A N/A N/A I N/A
7. All products listed herein Wall Mtre a QnalitS assurApe audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Ac&nin strativ(bCo& . o*
.. . ... . .. .
NOA No.: 14-0717.08
MIAMMADECOUNTY •:• ± •:. Expiration Date: 09/13/16
: : i'o : . : Approval Date: 01/22/15
• •• •• • • • •• •• Page 5 of 9
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 Plus, Polystick Tile Pro,Polystick TU Max or Elastoflex S6
G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is
limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to
mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically
fastened roof tile applications with the exception of mortar set tile applications.
9a. The maximum roof slope for use as roof file underlayment for(direct-to-deck)tile assemblies shall be as
follows: (See Table Below)
Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS
TU P,Tile Pro, Max Plus'
Dual Pro
Flat Tile Prohibited 4:12 No limitation No limitation 5:12
without battens
Profiled Tile Prohibited 4:12 No limitation No limitation 4:12
without 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.
'The following limitations shall be apply when using Polystick MTS Plus:
• Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to
slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles. (See Figure 1
below)
• Battens shall be used for stagging of lugged tiles above 4:12
• Battens shall be used for stagging of flat tiles above 5:12
S1/Slope
i
Figure 1: Stagging Method
9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment
system when a applied using the stagging method outlined above.
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NOA No.: 14-0717.08
MIAMI•DADE COUNTY ••• ••• Expiration Date: 09/13/16
••• Approval Date: 01/22/15
. . . . . . . . . .
• •• •• •• •' Page 6 of 9
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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 for all
underlayments except Polystick MTS which shall be loaded onto battens.
Roofing Tiles
y
h .4N rk, tl
(6 Max.Per S'tarEc)
d 'e �'o-r
1z %
_a � } s
4�, ���is �� 4z��r�r`rs`'1 M?nti'' jF's.•
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus,
Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with
any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,
Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G
as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,J,Polystick MTS Plus,
Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystickal Pro,Polystick Tile Pro
or Elastoflex S6 G are not listed,a request may be made to the Authority Having J sdiction(AHJ) or the
Miami-Dade County Product Control Department for approval provided that appropate documentation is
provided to detail compatibility of the products,wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami-Dade County.Product Control Approved"
or the Miami-Dade County Product Control Seal as shown below.
JAPPMIAMIDADE COUNTY
R
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.
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0.0 000
NOA No.: 14-0717.08
MIAMFDADE COUNTY 0:0 • 0:0 Expiration Date: 09/13/16
• ••• • Approval Date: 01/22/15
. . . . . . . . . .
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1 Page 7 of 9
POLYGLASS GENERAL APPLICATION 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.
PoIystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of
membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back-
nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations#9 and#10.
6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's,must be used on all projects for
pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should
be taken, such as the use of battens to prevent tile sliding during the loading process;
7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys,or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified
Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch-
10.
atch_l0. 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.
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00 go:
NOA No.: 14-0717.08
MIAMFDADECOUNTY ••• • • • • ••• • •
• . Expiration Date: 09/13/16
• : :•: : • : Approval Date: 01/22/15
•:. :• •: ••• •:. •: Page 8 of 9
our Technical Services
13. Questions in regards to the application of Polyglass products should be directed to o
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
000 0:0 0*0 010
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NOA No.: 14-0717.08
MIAMIn0kDE$"0jMT1' Expiration Date: 09/13/16
Approval Date: 01/22/15
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MIAMa 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.aov/economy
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 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: Malibu Concrete 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 evfiie"QA sbau4%e pr§vjjft to the user by the manufacturer or its distributors and
shall be available for inspection at the jot sAge-a*t& est of the Building Official.
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This NOA revises NOA#11-0321.01 and consists of pages 1 through 8.
The submitted documentation w#s rg*wed�y Cjk§par J.Rodn„'guez.
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•• 0 ••• • •• 0 NOA No.:15-0223.19
raaraHDAne counlrir ) ` Expiration Date: 10/05/16
0:0 •.• Approval Date: 09/24/15
. . Page 1 of 8
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ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Cateeory: 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.PRODUCT DESCRIPTION:
Manufactured by Test Product
Applicant Dimensions Specifications Description
Malibu Concrete Tile L= 17" TAS 112 Low profile,interlocking,high pressure
W= 121/2" extruded concrete roof tile equipped with
Thickness='/;z" three nail hole and double roll ribs. For
direct deck or battened nail-on,mortar or
adhesive set applications.
Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for
W=varies use at hips,rakes,ridges and valley
varying thickness terminations. Manufactured for each tile
profile.
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•• • ••• • 00 NOA No.:15-0223.19
Muutii•oADECourmr Expiration Date: 10/05/16
• ••• ••• Approval Date: 09/24/15
• • • ••• • • • Page 2 of S
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2.1 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Reyort Date
PRI Construction Materials PR106178 TAS 112 08/23/06
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 II TAS 108 (Nail-On)
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 P0631-01 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
(4"Headlap,Nails,Battens)
The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994
Engineering, Inc. TAS 102
(4"Headlap,Nails,Direct Deck,
Recover/Reroof)
The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-76 TAS 100
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;x. •• Static Uplift Testing Feb. 1995
Engineering,Inc. : '.: : : : : : TAS 102
• ... ..• • • • • (2 Quik-Drive Screws,Battens)
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"' NOA No.:15-0223.19
MIAMMADEC® • . • ••• • • Expiration Date: 10/05/16
Q� Approval Date: 09/24/15
• ••• Page 3 of 8
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The Center for Applied 25-7214-2 Static Uplift Testing March, 1995
Engineering,Inc. 25-7214-6 TAS 102
(1 Quik-Drive Screw,Direct Deck)
(1 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
Calculations
Walker Engineering,Inc. Evaluation 25-7183 March 1995
Calculations
Walker Engineering,Inc. 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
25-78044&5
25-7848-6
Walker Engineering,lnc. Calculations Aerodynamic Multiplier Sep. 2006
Walker Engineering,Inc. Calculations Restoring Moment Due to,Gravity Sep. 2006
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 in accordance with TAS
106 shall be required,refer to applicable Building Code.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112,appendix `A'. Such testing shall be submitted to
the Miami-Dade County Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable Building Code.
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•' "' ' NOA No.:15-0223.19
MIAMNDADECOUNTY Expiration Date: 10/05/16
�F,122,14YNJJ 000 ••• Approval Date: 09124/15
• ••• • • Page 4 of 8
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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 (I x wf )
Tile Profile Welght-W (lbf) Length-1 (ft) Width-w (ft)
Malibu Tile 9.5 1.417 1.04
Table 2: Aerodynamic Multipliers -X 1 ft3
Tile ). (ft3) X (ft3)
Profile Batten Application Direct Deck Application
Malibu Tile 0.305 0.282
Table 3: Restoring Moments due to Gravity-M ft-t
Tile 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" or
Profile grester
Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Deck Deck
6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nall-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8
1-10d Smooth or Screw 8.8 11.8 4.1
Shank Nail
2-10d Smooth or Screw 16.4 21.9 7.1
Shank Nails
1 #8 Screw 25.8 25.8 i 22.9
2#8 Screw 47.1 47.1 49.1
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' Fiel4(2 •••
2-10d Smooth oc ct ar : :.: 39.9 31.9 32.2
Shank NaiWEav** Clip) ••• ..•
2-10d Ring S k Na' ' 43.0 67.5 50.9
1 Installation with a 4"tte beadlap a ibstg2ers e 12EVIO a min.of 2'/s"from head of tile.
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•• ••• •• NOA No.:15-0223.19
MIAMI-DADE COUNTY Expiration Date: 10/05/16
•••4 ••• •• • ••• • Approval Date: 09/24/15
;•; ; ; Page 5 of 8
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Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application MWmum Attachment
Profile i Resistance
Malibu Tile Adhesive2 26.13
2 See manufactures component approval for Installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product, Inc.Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment -'Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Malibu Tile Polyfoarn PolyPrOTM 86.614
Polyfoarn Pol ProTm 45.55
4 Large paddy placement of 54 rams of Pol ProTm.
5 Medium paddy placement of 24 rams of Pol ProTm.
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
1 Tile-Tite Roof Tile Mortar.
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•• • ••• • •• •
NOA No.:15-0223.19
MIAMbDADE COUNTY ••• • • • • ••• • • Ezpiradon Date: 10/05/16
• • • • • Approval Date: 09/24/15
V: : : Page 6 of 8
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5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below),or following statement: "Miami-Dade County Product Control Approved".
EAIGLE
0
FL ORI-D.A
(LOCATED ON UNDERSIDE OF TILE)
OR
EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
MALIBU CONCRETE ROOF TILE LABEL,SUMMERVILLE PLANT
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•• ••• • •• NOA No.:15-0223.19
CMAALMI-D�ADECQU= Expiration Date:10/05/16
•;' ; ; ; ; •;• ; ; Approval Date: 09/24/15
• ' ' "' ' ' ' Page 7 of 8
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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 AHJ or applicable Building Code in order to
properly evaluate the installation of this system.
PROFILE DRAWING
NAIL
HOLE
17,11
1
MALmu CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
•• • • •• • • •• • •
NOA No.:15-0223.19
CMM17-rDE� UNTY Expiration Date: 10/05/16
. • . • Approval Date: 09/24/15
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