RF-15-2261 Inspection Worksheet 77V
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-248682 Permit Number: RF-9-15-2261
Scheduled Inspection Date: December 03,2015 Permit Type: Roof
Inspector. Naranjo, Ismael Inspection Type: Final Roof
Owner: JONES,WILLIAM Work Classification: Tile
Job Address:379 NE 94 Street
Miami Shores,FL 33138- Phone Number
Parcel Number 1132060136130
Project: <NONE>
Contractor: FLORIDA E Z REMODELING INC Phone: (305)796-6753
Building Department Comments
NEW TILE ROOF FOR ADDITION&FRONT PORCH. Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
PassedEgREATED AS REINSPECTION FOR INSP-248579. CREATED AS
REINSPECTION FOR INSP-242871. Ladder must extend min 36"above
roof line
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
December 02,2015 For Inspections please call: (305)762-4949 Page 26 of 27
Lab Report No. 125337
FLORIDA TEC
R
PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY
r CA.#30448
Lab Certificate#13-0507.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106
PROPER7YADDRm. 379 NE 94*St.,Miami Shores PERMITNo: RF9152261
ROOFING
OWNER: William Jones SQUARES: 6
CONTRACTOR: Oroni Inc. RODF PITCH.• 3:12
INSPECTOR
TILE TYPE: Barrel IMTIAGS: YM
ATTACHMENT.• Pob foam TEST DATE: 11/24/2015
Testing Equipment: Di ital Chatillon DFIS 200 Test Tabula6w Required Testing Force:35 Ibs
No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT
1-7 Passed
THIS ROOF HAS:PASSED ® FAII.ED❑THE STATIC UPLIFT IN ACCORDANCE WITH miAw-DARE COUNTY TAS 106.
16' NON TESTED ROOF '
/ 1 !'�
23 - 7'
ly,
L -
Alberto C4rdona,P.E.
Lie.No. 17138
10735 SW 2161'St. Unit 416 Tel:305-256-4550
www.FloridaTEC.net
Miami FL 33170 P 1 of 1 Fax:305-256-6833
www.FloridaTEC.net
+ , Miami Shores Village
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
� Phone: (305)795-2204 1
Expiration: 0310212016
Project Address Parcel Number Applicant
379 NE 94 Street 1132060136130
Miami Shores, FL 33138- Block: Lot: WILLIAM JONES
Owner Information Address Phone Cell
WILLIAM JONES 379 NE 94 Street
MIAMI SHORES FL 33138-2842
Contractor(s) Phone Cell Phone Valuation: $ 5,200.00
FLORIDA E Z REMODELING INC (305)796-6753 Total Sq Feet: 400
Type of Work:Re Roof Available Inspections:
Additional Info:NEW TILE ROOF FOR ADDITION&FRONT Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $3.60 Invoice# RF-9-15-56950
DBPR Fee $3.75 09/03/2015 Credit Card $50.00 $226.10
DCA Fee $3.75
Education Surcharge $1.20 09/04/2015 Credit Card $226.10 $0.00
Pennit Fee-New Roof $250.00
Scanning Fee $9.00
Technology Fee $4.80
Total: $276.10
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. uthermore,I authorize the above-named contractor to do the work stated.
September 04,2015
Authoriz gnat:ure:Owner / Applicant / Contractor / Agent Date
Building Department Copy
September 04,2015 1
� t
l Miami Shores Village -
' Building Department f SEP 9 2015
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 201
BUILDING Master Permit No-
4`2 1
PERMIT APPLICATION Sub Permit No. TZF I -
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION- ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: �aR ME CTL{ Sim.&
City: Miami Shores County Miami Dade Zip 331?�8`
Folio/Parcel#:_\\ ?a'7_LSIa'C313- lQ1 Z_.C> is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):�ot ;� QMOnes, Phone#:
Address: 3�k9 M:E �y S'fice
City: *A"tX Mi State: Zip. 3�
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: 'Piot, cis �-?' 1?4I?WQ,0 �14 f 14C , Phone#:...6 .d ?f4-6 FJ73
Address:_ )0051 -5 U) y.3 S;'-
City: Mi a m 1 State: f L- Zip:
Qualifier Name: 1-�*Cftbr Cq t")t'Gi.+ lo-I Phone#:
State Certification or Registration#: .'Z Eb 9?.6- Certificate of Competency#: ,
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ S,ZQ> C� Square/Linear Footage of Work:qW 0
Type of Work: Addition EJAlteration ❑ New EJRepair/Replace ❑ Demolition
Description of ork: �t� �115�� 9�r�01'� A� 5F
Specify color
-o—f�color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
r - +
• 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 perrr>it 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 Signature
OWN �rT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20 1�J ,by _(day of.S'�9T45kA Rim. ,20 IS by
f '&1 e�neC ,who is personally known to Ae�� �crct_A1c` ,who is personally known to
me or who has produced NL_'4; CAr\ �,\.e— as me or who has produced bL c.-\, �`�� as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Si
Print: QL Print
Seal: REBECAM.PASTRANA Seal:
MY coMMISS1oN 0 ERE872624 ' REBECA M.PASTRANA
EXPUM:F 07.2D17 MV�Y)MMISSION 9 EESM24
ov
EXPIRES:F 07,2017
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
�.
FLORIDA E-Z REMODELINGL'- INC
ROOFING AND GENERAL CONTRACTOR
10051 SW 43th ST MIAMI FL 33165
PHONE (305)796-6753
EMIAL: HECTORI910YAHOO.COM
Date:
State of 0x
County of 0-A+kl "�"E
Before mi this day personally appeared_90CTOk 6A-#?X47AL4 r who,
being duly sworn,deposes and say:
That he will be the only person on the project working at
n/I
Swo to(af�irmed)and subscribed before me this `Z. day of Ci EpT ,20by
Personalty Know
OR Produced identification —4 au I:1 LC-7
Type of Identification Produced
'REBECA M.PAsTRANA
MY COMMISSION 0 ELrnM
oaEXPIRES:Fly 07,2017
Print,type or Nam of No
STATE LICENSE CCC-1328085
STATE LICENSE CGC-058612
logo UnP Miami shores Village
Building Department
R 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner- Workers' Compensation Insurance Exem tion
'14 Mr,
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees,including the owner,must obtain workers'compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if
1. The officer owns at least 10 percent of the stock of the corporation,or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he.or she will not use
day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of
workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
State of Florida
County of Miami-Dade
The foregoing was acknowledge before me this _?PWdaYof SPW_h/*6e./- 20_L;7
S who is personally known to me or has produced
(,%j-L-as identification.
— ---------
Not DORIS NEYRA
MYCOMMISSION#EEMM
SEAL: EXPIRES:July 02,2016
SECTION R4402.14
HIGH VELOCITY HURRICANE ZONES— UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application
INSTRUCTION PAGE
2015 COMPLETE THE NECESSARY SECTIONSCOPY
SE THE UNIFORM ROOFING PERM
N
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW: a o
J
Roof System Required Sections of the Attachmen Req ped 0
Permit Application Form See List B law
Low Slope Application A,B,C 1,2,31415,6,
- 3 t
z ^�
Prescriptive BUR-RAS 150 A,B,C 4,5,6,7
z = �
Asphaltic Shingles A,B,D 1,2,4,5,6,7
Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7
z g
Metal Roofs A,B,D 1,2,3,4,5,6,7 m
Wood Shingles and A,B,D 1,2,4,5,6,7
Shakes
Other As Applicable 1,2,3,4,56,7 .• •..••• ••••••
.. . . .. •
909.0. •
9999..
9999.. . • 0
ATTACHMENTS REQUIRED: •
9999 9999 9999.
1. Fire Directory Listing Page .• . ; •••••
0.000.
2. From Notice Of Acceptance: 0.00.0 0•
. .
Front Page 0 0...:. •00•;•
Specific System Description 0 . . •
Specific System Limitations •0•• 0
General Limitations
Applicable Detail Drawings
3. Design Calculations per Section R4403, or If Applicable, RAS 127 or
RAS 128
4. Other Component Notice of Acceptances
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations (Re-Roofing Only)
7. Any Required Roof Testing Calculation Documentation
• • • . • • - • • ! 1
• • . . •
� I •
Me 0
4101
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Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used, identify as"NA")
System Manufacturer: Field: "oc @ Lap,#Rows Qa "oc
NOA No.: Perimeter: "oc @ Lap,#Rows @ "oc
Design Wind Pressures, From RAS 128 or Calculations: Comer: "oc o Lap,#Rows_O "oc
Pmax1: Pmax2: Pmax3:
Number of Fasteners Per Insulation
Max.Design Pressure,From the Specific NOA Board
System:
Field: Perimeter mer
Deck:
Type:
Illustrate Components oted and
Gauge/Thickness: Details as Applicabl .
Slope: Woodblocking, Gutt I Edge Termination,
Stripping, Flashing Continuous Cleat, Cant
Anchor/Base Sheet&No.of Ply(s): Strip, Base FI shing, Counter- Flashing,
Coping, Etc.
Anchor/Base Sheet Fastener/Bonding Material Indicate: Me n Roof Height, Parapet Height,
Height of ase Flashing, Component Material,
Material hickness, Fastener Type, Fastener
Insulation Base Layer: Spacin or Submit Manufacturers Details that
Com y with RAS 111 and Chapter 16.
Base Insulation Size an hickness:
Base Insulation Fasten on i ateria• ••••
9999 ••
9409
. 4 •
Top Insulation Layer: •f7• 9 9 0
0 . ,
..• 9 9.0009
,
Top Insulation Size and ickness: ,; ,Parapet • •
0000 Height 0 :00•9:
Top insulation Fastener/Bonding Mat al: 0000 •••• 00000
9• • • 9
• • 99..4
• 49 .. ..9.94
Base Sheet(s)&No.of Ply(s): 0 ,•
0
Mean• • 000000
Base Sheet Fastener/Bo Ing Material: 9 ;•• •• 0 0
0 Roof
.•
•• 0004.4
Heigf�• •
Ply Sheet(s)&N .of Ply(s): 0
Ply Sheet F stenerBonding Material:
Top ly:
op Ply Fastener/Bonding Material:
Surfacing:
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: Lamoti Roof Tile Inc.
Product Approval Number: 12"0207.02
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations):
P1: 47.6 132: 100.6 P3: 100.6
Maximum Design Pressure
Product Approval Specific System: 45.5
Method of Tile Attachment: 3M 2-COMPONENT FOAM ROOF TILE AS-160
Steep Sloped System Description
Deck Type:[5/8 INCH PLYWOOD
Roof Slope: Ty� Underlayment: ASTM D 226 TYPE 11 #30
3 12
Insulation: N/A
•
Fire Barrier: We, 000 .... ••••••
....N/A ......
Fastener Type&Spacing: —r.:... 0 0 0 0 0
Ridge Ventilation? •
CORRbSIbN RESSITANT ...o.•
CONTINUOUS •
Adhesive Type: •
[3M C2OMPONENT FOAM J04 �� .I....
ESVAH- 60 ......
• .
......
Type Cap Sheet• =•- -f-
POLYGLASS POLYSTICK(PEEL AND STICK)
Roof Covering:
Mean Roof Height: 1�'
[LAMOTI BARREL CONCRETE TILE(COLOR TFIRU)
Type&Size Drips
Edge: 3 INCH 26 GAUGE
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the systems,choose either Method 1 or 2.Compare the values
for Mrwith the values from Mf.If the Mrvalues are grater than or equal to the M,
values,for each area of the roof,then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P,: 47.6 X X.23 = 10.95 )-Mg: 5.56 =Mr, 5.39 Product Approval M, 77.67
(p2: 100.6 X 23 --23.14 )-M 9: 5.56 =Mra 17.56 Product Approval Mf 77.87
(p3: 100.6 XX .23 a 23.14 )-Mg: 5.56 =Mr3 17.58Product Approval Mf 77.67
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(Mr)From Table Below Product Approval Mf
M Requi Moment Resistance*
Mean Roof Height--lo.
Roof Slope15' 20' 25' 30' 4
2:12 34.4 36.5 38.2 38.7 2.2
3:12 32.2 34.4 36.0 37A 39.8
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 32. 34.9
6:12 26.4 2 . 29.4 .5 32.4
7:12 24A fil 27.1 28.2 30.0
*Must be used in conjun iowith a list of mom based tile system endorsed by the
Broward County Board Rul and Appeals. ••••
For Uplift based tale stems a Method Compare t values for F' Ker>/aI�es fob`•.•` •••,�`
Fr.If the F values ar greater th or equ to the F alues,for eac r •seof,th'e� **- ....;.
the the attachment thod is accep ble . ... • •
thod 3"Uplift Bas Til Calculations Per RAS 7' • •` `•...' .....•
. .
,: x 1: = x w:._)-W: cos D: - =F„ Pr uct App" • • ....•
(P2: x 1: = x w:=_)-W: x cos 0: - =F, Pr uct ApI"v •• •• ••••••
(P3 •
: .•••
X 1' = x w:=_)- x cos 0: - =F,� P duct Approval ' •.
here to Obtain Information .. . ... ;••••;
Description S bol Where to d `
Design Pressure 1 or P2 or P3 RAS 127 Table 1 or by an engineering anosis pre ared by PE based on ASCE 7
Mean Roof HeigK H Job Site
Roof S16pe Job Site
Aerodynamic N15111plier Product Approval
Restoring Moment dyolto Gravity Mg Product Approval
Attic-h- t Resistance M, Product Approval
Required KVment Resistance M, Calculated
Minimum AAchment Resistance F' Product Approval
_594wired Uplift Resistance F, Calculated
Average Tile Weight W Product Approval
Tile Dimensions I m length Product Approval
w-width
All calculations must be submitted to the Building Official at the time of permit application.
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 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
Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner and the
contractor.The owner's initial in the adjacent box indicates that the item has been explained.
esthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of
provid g 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.
enailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be
renailes in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to removing the existing roof system.)
common Roofs: Common roofs are those which have no visible delineation between
neigh ing 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 work to be performed.
Ixposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking
can be 'ewed 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.This provides the option of maintaining
this appearance. Goes
. . *see ......
onding Water:The current roof system and/or deck of the building m*n8t draib w6ftand 'o
mayJsWewater to pond (accumulate) in low-lying areas of the roof. Ponding cAA*U*an indication of "•G•e
structural distress and may require the review of a professional structural engineer0 onWng maY;horten
the life expectancy and performance of the new roofing system. Ponding condition]jgj9 not bgG%vjdent eeeoo
until the original roofing system is removed. Ponding conditions should be correcteA.000 e o .•:•.•
. o
. .. .. ... .. ......
Overflow scuppers (wall outlets): It is required that rainwater flow of6se4at the roof,is not ••
overloa ed from a build up of water. Perimeter/edge walls or other roof extensions may bloek this 1gINrge •••• •
if overflow scuppers (wall outlets) are not provided. It may be necessary to instalt ovptfjow scuppers in L099:
accordance with the requirements of Sections R4402,R4403 and R4413. •• e• ;•; •
ventilation: Most roof structures should have some ability to vent natural airflow through the
interior the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic
venting,venting shall not be required.
/I S- i
�a Cont r tor's Signature
Property Address '�F iil SN'6% Permit Number
It
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 33175-2
T(786)315-2590 F(786)315-2599599
NOTICE OF ACCEPTANCE (NOA) www.mlamidadegoy/econonly
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. 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. ••••
. . 0000 0000..
DESCRIPTION:3MTM 2-Component Foam Roof Tile Adhesive AH-160 •
0000.. 0000 0000..
0.099.
0000..
ABELING: Each unit shall bear a permanent label with the manufacturer's name or logs*Z ily, state Wfollow�.%0 0
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein0 •
i99990 . 9 99999
99 99 99 .. 999999
RENEWAL of this NOA shall be considered after a renewal application has been filed aa>d tbw has been no change 0
in the applicable building code negatively affecting the performance of this product. 00 0 0 0 0 0 0 0
.9999.
TERMINATION of this NOA will occur after the expiration date or if there has been a•Pevi;on o C 0 0 o •'
L h�l1Qe in Qie
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an';product,for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 13-0502.02 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
hQAhDE COUNTY NOA No.: 14-0805.01
�EagnglExpiration 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 Description
Specifications
3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH-160
Foam Dispenser N/A Dispensing Equipment
RTF1000
ProPack@ 30& 100 N/A Dispensing Equipment ••••
. . .... ......
PRODUCTS MANUFACTURED BY OTHERS: •
...... .... ......
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list eftchmen;••••:
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof the adltasive. •••••• .••0 0
MANUFACTURING LOCATION: •• •• •• •• ••••••
1. Tomball,TX. •
. . . . ......
PHYSICAL PROPERTIES: •• •• ;•; •
Prove •• •
p rtv Test Results
Density ASTM D 1622 1.6 lbs./ft.'
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./Fe
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 @1580F., 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.
M1�1MFDl1p COUMT1f NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date:09/04/14
Page 2 of 11
EVIDENCE SUBMITTED:
Test Apencv Test Identifier 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[1] 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
0000
Celotex Corp.Testing Services 528454-2-1 TAS 101 • TOMA8 0.00:0
528454-9-1 '00 0 . 00 0'
528454-10-1 •••••• ;*/A
••' sss:520109 -1 TAS 101 •0000` /98 :....:
520109-2 0 00000 00.00 •
520109-3 00 00 „:•`.
520109-6 �: : •:600.• 0000'
520109-7 �• ••
�� � �•�•9•
520191-1 TAS 101 : ' 93/0299 ••••:•
520109-2-1 :0000'
•
•s s s sssss•
• • V: • •
• • s
LIMITATIONS: •• •
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3M7 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 3W 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 61 G20-3 of the Florida Administrative Code.
Hmm 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 tile 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 Instruction 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 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 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.
9. 3M11w 2-Component Foam Roof Tile Adhesive 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.
. . .... ......
...... .... ......
.... .... . .
.... .... .....
...... . . .....
.. .. .. .. ......
. . . . ......
wMrr:CouN NOA No.: 14-0805.01
APPROVED1 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 Minimum Paddy Gram
Area Weight
Profiles
Eave CourseFlat,Low,High All Eave Course 17-23 sq.inches 45-65
Flat,Low,High Profiles #117-23 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.
�cou
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
6666
. . 6666 6666..
6666.. 6666 6666..
6666..
6666..
6666
6666 6690 00.00
6666.. . 6 9696.
6666 6666 6666..
6666..
6666..
. 9 6666..
.. 6666
NOA No.:14-0805.01
PROVED11 Expiration Date: 05/10/17
Approval Date:09/04/14
Page 5 of 11
ADHESIVE PLACEMENT DETAIL# 1
mum
FlaVLow Profile Tile
1. Starting at the eave course,apply 1 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.
i
® 2. Continue in same manner. Insure approximately 17
- (109.7 cm2)—23 (148.4 cm)square inch adhesive
contact with the underside of the tile.
ems
Medium Profile/ Double Pan Tile
awhwnwheo
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.
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.
r x.
High Profile/Single Pan Tile
0000
1. Starting at the eave course,apply a mmimain 2" ••••••
(50.8 mm)x 10"(254 minx Y'(25.j raj foam •,
paddy onto the underlayM&Msiton8d H shown••••••
a x under the pan portion of th"t closest to the
. . 0000
overlock of the the being s.ed .
0000 0000 000.0
0
000 • • .....
{ 2. Continue in same manner.i p$•t11r.e apl9tpXi' 'tely 1W.....
(109.7 cm2)—23(148.4 cm2 ,square incluadhesive .'
contact with the undersile oTt;e tile.o e •...:.
• • • 0000•.
dmm
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date:09/04/14
Page 6 of 11
ADHESIVE PLACEMENT DETAIL#2
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
r strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17(109.7 cm)
—23(148.4 cm2)square inch adhesive contact with the
underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
hv" . x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 10"
(64.5 cm)- 12(77.4 cm)square inch adhesive
contact with the underside of the tile.
t Medium Profile/Double Pan Tile
a 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
T tile being set. Insure approximately 17(109.7 cm2)—
$ rwg423 (148.4 cm2)square inch adhesive contact with the
underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under'l'ie�n
portion of the tile closest to ahem�erlocl of - the
being set.
3. Continue in same manner.Inswe approxinatey 12"••••••
(77.4 cm2)- 14(90.3 cm2)sgxape inch adhesive **:009
•
contact with the underside of jhvole.
000
.. .. .. .. ......
(Instructions continued on next page)
DE C uNTY NOA No.:14-0805.01
IIIIII � Expiration Date: 05/10/17
Approval Date:09/04/14
Page 7 of 11
ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
High Profile/Single Pan Tile
1. Starting at the eave course,apply a minimum 2"(50.8
° mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
the being set.Insure approximately 17(109.7 cm2)—
zh, 23 (148.4 cm2)square inch adhesive contact with the
° underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the pan"
26L Gmdnam portion of the tile closest to the overlock of the tile
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.
0000
. . 0000 0000..
00 0 . .. 0
0 0 0 0
..r... 0000 00000(
0.0000 0 0
0000..
0000 0000 . .
0000 0000 •000•
000000 . . 00000'
00 00 00 00 000000
:00:6: 0 '
. 0 . 00.0 .. 000000
0
. 0 :9*00:
.. 0 0 000 0 0
•• s
0 0
nE otavrtr NOA No.: 14-0805.01
OV M I Expiration Date: 05/10/17
Approval Date:09/04/14
Page 8 of 11
ADHESIVE PLACEMENT DETAIL##3
1. On the eave course only,aP1 a minimum 2"(50.8
® mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown,under
,zwo� 3 the strengthening rib for flat tile or under the pan
portion of the the for low or high profile tile closest
�43146b �.� .� .
to the overlock of the tile being set.Leave
' approximately 4"(10 1.6 mm)up from the eave
e`.
edge free of foam to prevent the expanded adhesive
•
$"� from blocking the weep holes. Insure
approximately 17-23 int(109.7-148.4 cm)of
�o adhesive contact with the underside of the tile
2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4
RWMLDWPMMTNG mm)foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile,or under the
pan portion of the rile,closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int(51.6-58.1 cm2)of adhesive
contact with the underside of the tile.
t (Instructions continued on next page)
z4ftL z4
2f.
ftwckwm
Fasda 0000
_. • • 0000 0000••
•• • • •• •
0000•• 0000 ••••••
•
0000•• • • •
0000••
••.• 0000 • •
0000 0000 0.000
•
0000•• • • 0000•
•• •• •• •• 0000••
0000•• • •
•
• • • • 0000••
0000••
• • • 0000••
•• • ••• • •
rwv�u a cTr NOA No.: 14-0805.01
0 '�W Expiration Date: 05/10/17
Approval Date:09/04/14
Page 9 of 11
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
t' 3. Also apply a 2"(50.8 nun)x 4"(101.6 nun)x%11
(19 mm)paddy on top of the eave course tile
® surface as shown,on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile.Insure approximately
a$ 9(58.1 cm2)- 11 (71cm2)square inch adhesive
sheba:a contact with the underside of the tile at the overlap
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.
WkPbak
w . 2 tL fimedomm
Dgpedp
0000
. . 0000 0000..
0000.. 0000 0000..
0000..
0000..
0000 0000 . .
0000 0000 0000.
99 90 9• .. 0990.8
0000.. 00
0000..
. . 0000..
.. 0000
NOA No.: 14-0805.01
APPROYED 1 Expiration Date: 05/10/17
Approval Date:09/04/14
Page 10 of 11
a .
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starring at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
1 " ae • , paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
'tip � re�eo
b1i0 ° tiles from rocking until adhesive has a chance to
+ cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65(419.4 cm2)—70(451.6 cm2)
square inch adhesive contact with the underside
of the pan rile.
3. Turn covers upside down exposing the underside
FbKW Boom of the tile.Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
�' •� ^• eAcoaeowtdcpc •eof edge of each side of the cover rile.Leave
ps am bom em WWofp"Oei we atone thre approximately 3/4"(19 mm)to 1"(25.4 mm)
TWO Nam 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 file to the
pan tile. Continue in same manner.Trim away
any cured exposed foam adhesive.Pointing of
longitudinal edges of the cover the§&&e•
considered optional. ••• *see ••••••
5. When additional nailin&�srequired,P•t50.8
mm)x 4"(101.6 mm)r1a'j J js or the Wg y+ire ;••••;
system using galvanized.gVtnless SWL& ••
copper wire and compatible&tails may beaased. ..:..'
. .
.. .. .. .. ......
. . . . ......
END OF THIS ACCEPTANCE •"' •
COu1V7Y NOA No.: 14-0805.01
APPROVED1 Expiration Date: 05/10/17
Approval Date:09/04/14
Page 11 of 11
M IA�lafl� .
MIAMI-DADE COUNTY
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) PROD 805 SW 26 SftwL R�CTT 8N
m 208
BOARD AND CODE ADMINISTRATION DMSION Miami.Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www miamldade zov/vera
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 PERA-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. PERA 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 r visi n or ch .g9 g*
l< 4 �ggatl the ...
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an entlea Tient of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure vomply wit�ran�y ......
section of this NOA shall be cause for termination and removal of NOA. •••6.0
.0990.
0000 0000 . .
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Flonda,�and fonowed by the: •
expiration date may be displayed in advertising literature. If any portion of the NOA is 60
s ed tai hall 0 0
done in its entirety. P��Y $ea••••
0000..
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufact;er 01,its dislrilbutois and:
shall be available for inspection at the job site at the request of the Building Official. •• • :11: •
This revises NOA# 11-0601.10 and consists of pages I through 8
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11-1229.01
M/UNt�►=UM Expiration Date: 09/13/16
W. Approval Date: 04/05/12
Page 1 of 8
ROOFING COMPONENT APPROVAL
Cate¢orv' Roofing
Sub-Category: Underlayment
Material: SBS,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt
underlayment 659811 x 303'/8" waterproofing membrane,glass fiber reinforced
Manufacturing Location 60 mils thick with•polyolefinic film on the upper surface for
#2 use as an underlayment for metal roofing,roof
tile,slate tiles and shingle underlayment.
Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering,
underlayment 65' x 3'3-'/," ASTM D 1970 APP polymer modified,fiberglass reinforced,
Manufacturing Location Or 65' x 3' bituminous sheet material for use as an
#1 60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield and as a flat
roof tile underlayment.
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP
underlayment 32'l 0"x 3'3 3/8" ASTM D 1970 polymer modified,fiberglass or polyester
Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as
#1 an underlayment in sloped roof assemblies.
Designed as a a roof rile underlayment.
Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass-
underlayment 65'x 3'3j/$" ASTM D 1970 fiber/polyester reinforced waterproofing
(Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof
Manufacturing Location tile underlayment.
#2
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterpreofmgpgrftane, •
underlayment 32'10"x 3'3 3/$" ASTM D 1970 glass-fiber/polyester ret iftMd,with'tAfanular••••••
Manufacturing Location 130 mils thick surface designed for usls'a's•S file roof ' '
#2 underlayment. ."". ."". •
.... .... .....
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self- dhering,gimes'• ••••;•
Manufacturing Location 61'x 3'3'/$" ASTM D 1970 fiber/polyester reinforct8'41 tproofing
#2 60 mils thick membrane.Designed as'a metal roofngq;d roof•• •
tile underlayment. ••....
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass-
Manufacturing Location 61'x 3'3j/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 11-1229.01
�h�►Mapgpe-� Expiration Date: 09/13/16
APPROVED" Approval Date: 04/05/12
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton,PA
2. Winter Haven,FL
EVIDENCE SUBMITTED:
Test Agency 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 I ERD P5110.08.07 TAS 103 08/29/07
P10870.09.08-R1 TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.11 TAS 103 03/02/11
P33370.04.11 ASTM D 1623 04/26/11
P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11
P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11
PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02
PUSA-005-02-01 ASTM D 4977 01/31/02
PUSA-018-02-01 ASTM D 2523 07/14/03
PUSA-035-02-01 TAS 103 09/29/06
PUSA-033-02-01 ASTM D 1970 01/12/06
PUSA-055-02-02 TAS 103 12/10/07
PUSA-083-02-01 TAS 103 06/30/08
PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09
Momentum Technologies,Inc. JX201-17A TAS 103/ASTM D4798&G155 04/01/08
RX14E8A TAS 103/ASTM D4798&G155 11/09/09
DX231)813 TAS 103/ASTM D4798&G155 02/18/10
DX23D8A TAS 103/ASTM D4798&G155 02/18/10
9999
. . 9999 9999..
090.60 •06• •0099•
900000
9990..
9999 9999 . .
0 • . 6
9999
0006 90990
9999.. . • 9999.
90 90
•• 60 9999..
••9669 6
6
• • • 6 0690•0
0000••
• • • •0000•
04 0
NOA No.: I1-1229.01
�MAhlDADeCOUNTY Expiration Date: 09/13/16
JAPPROVEDI Approval Date: 04/05/12
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
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: None
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 laps shall be a minimum of 3-%z"and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the
membrane from the center outward in both directions.
5. For ridge applications,center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special
attention to lap areas.
7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
*off
6
. . 00.. 0660.6
.. . . •6 6
0 0 0
.66666 6666 666666
00006. 6 6 0
0000..
00000000
0 6 .
0000 0000 00000
0000..
0 6
06 60 00 00 0000..
6
60.600 .
. 0 . 0 06660.
0000..
0 6 6 .00.00
00 0 0 600 6 6
. .
NOA No.: 11-1229.01
r�ne►MWtEcouNrr Expiration Date: 09/13/16
I1�Q� Approval Date: 04/05/12
Page 4 of 8
GENERAL LIMITATIONS:
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. IR-Xe,TU,and TU P may be
used in all the previous assemblies listed except metal roofing.
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
MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro
Winter Haven FL. 180 180 180 180 180 180 180
Hazelton,PA. N/A 30 30 180 N/A N/A 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 tile
manufacturer's Notice of Acceptance. Polystick TU,TU Plus,and Tile Pro may be used in both adhesive set
and mechanically fastened roof tile applications.Polystick IR-Xe,and Dual Pro are limited to mechanically
fastened roof rile applications.Polystick MTS is limited to mechanically fastened with battens roof tile
applications.Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as
follows:(See Table Below)
Tile Profile Polystick MTS Polystick IR-Xe Polystick TU,TU
Plus,TU P,Tile Pro
Flat Tile Prohibited without battens 5:12 .No Umitatidn...
Profiled Tile Prohibited without battens Prohibited Ado lirnitati •• •
The above slope limitations can be exceeded only by using battens and counter batt e0000 jo0aacordance►with the.• �.
Approved Tile System Notice of Acceptance and applicable Florida BuildingCoder :"":
are required for both loading and installation of tiles at all times. .*0*0 ments�$a�tgns
0000 0000 00000
06.06. . . 00609
06 60 66 06 000000
6
060006 6 .
. 6 . . 069000
0000..
0 .
. 0 6 .60.00
. 0
NOA No.: 11-1229.01
�ppECpy Expiration Date: 09/13/16
"'• Approval Date: 04/05/12
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
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
(6 Max Per Stack) '
C 12
'lle �
` —
39t =T' J
11. 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,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,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If
Polystick MTS,IR-Xe,TU,TU Plus,TU P,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.
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.
f�n•awue ca�in�vnr
PPROVE
BUILDING PERMIT REQUIREMENTS: ••• •• •••• •
...... .... ......
Application for building permit shall be accompanied by copies of the following: ...:..
1.This Notice of Acceptance. •••• ••.•
*000 00
2.Any other documents required by the Building Official or applicable building code in oidc'4t® rop ;lye uate •••:••e •• v •• ••0
the installation of this materials. .. .. •• •••••.
• • • • ••••••
NOA No.: I1-1229.01
p Expiration Date: 09/13/16
JAPPROVED! Approval Date: 04/05/12
Page 6 of 8
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. 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,Mule-Hide 241 Premium Modified Flashing Cement,Mule-Hide 251
Premium Wet/Dry Elastomeric Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel
Grade mastic,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 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, Polyglass PG500 MB Flashing
Cement,Mule-Hide 241 Premium Modified Flashing Cement,Mule-Hide 251 Premium Wet/Dry Elastomeric
Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of
repair,followed by a patch of the Polystick material of like kind should be set and hand rolled ino8C8 Aver
the area needing such repair. Patching membrane shall be a minimum of 6 inches in2�ithe directidn:'The
repair should be installed in such a way so that water will run parallel to or over the to fall lap�oft�e 0*0��*
patch. 09
000060
10. All self-adhered membranes must be rolled to ensure full contact with approved sub •
pp g9�l�5, Polygti;s5•, •
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membralir'Hand roflgffare
acceptable for rolling of patches or small areas of the roof. Brooming may be used MIrfe$lope�roh�A
rolling. 00 00
0000.. .'
11. All approved substrates should be dry,clean and properly prepared,before any appliatio4of PotiyL •••• •
membranes commences. An approved substrate technical bulletin can be furnished oposloquest.'It is :0000:
recommended to refer to applicable building codes prior to installation to verify acceptable subsbC*evo*: •
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.: 11-1229.01
,qoha `®/►hiMWE Cpu" Expiration Date: 09/13/16
• Approval Date: 04/05/12
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(NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
0000
. . ...6 0600.6
.. • . .. 6
. . .
006.60 0000 00000.
00.000 . 0 .
0000 :0000:
0000
. 6 0
0000 000. 00600
0..•6. • . 00000
.. .• •• .. .00060
0000.. • .•
. . . 0 ....•.
•00•..
•
6 • • • •
6666
• •
NOA No.: 11-1229.01
MMM DE COUNTY Expiration Date: 09/13/16
''•• Approval Date: 04/05/12
Page 8 of 8
MIAMI-DADE COUNTY
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA)
PRODUCT SW CONTROL SECTION
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/cera
Lamoh Roof Tile,Inc.
1390 NW 29 Street
Miami,FL.33142
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 PERA-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. PERA 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:Barrel High Profile 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. .""0
0000..
RENEWAL of this NOA shall be considered after a renewal application has been filed and., wp..ias betg%%ahange00.„0
in the applicable building code negatively affecting the performance of this product. 0 0 0:0 0 0
0000..
0000 0000 • •
TERMINATION of this NOA will occur after the expiration date or if there has been a revisiWor changehrthe
•s..•
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an enddz%&f4&t of aa�prd'fluct,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply wit any sectio0909:9
of this NOA shall be cause for termination and removal of NOA. 0
0000..
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, FWa,:and followed by tfie 0 0
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then itsQfebe 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 renews NOA#06-1214.07 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
p�COUHiTY NOA No.: 12-0207.02
Expiration Date:03/14/17
Approval Date:05/31/12
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: High Profile Roofing Tiles
Material: Concrete
1. SCOPE
This renews a roofing system using Lamoti Barrel High Profile Concrete Tile, as manufactured by Lamoti Roof
Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code.
For the 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 attachement calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Barrel Concrete Tile Length: 18" TAS 112 High profile,two piece,concrete roof tile. For
Width: 8%" direct deck,adhesive set applications only.
Thickness : %i"
Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips,
w=varies rakes,ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2. 1 PRODUCT DESCRIPTION
1. Miami,FL.
. . .... ......
2.2 SUBMITTED EVIDENCE: '..' .. .'
...... .... ......
Test Agency Test Identifier _Test Name/Report.:.. .Date
IBA Consultants,Inc.
2358-54 TAS-101 ."". . 7QB/07
TAS-112 .... .'a�... .....
. .
American Test Labs of South RT0511.02-12 ••••• •QS(,�/12 .....•
•�•••• ••
Florida •
. . . . ......
M6' a NOA No.:12-0207.02
• Expiration Date:03/14/17
Approval Date:05/31/12
Page 2 of 5
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set rile applications,a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code:
3.7 May be installed on slopes 2":12"to 7":12"
4. INSTALLATION
4.1 Lamoti `Barrel high Profile Concrete Tile' and its components shall be installed in strict compliance with
Roofing Application Standard RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w)
Tile Profile Welght W(Ibf) Length-I (ft) Width-w(ft)
Barrel High Profile Concrete Tile 1 8.1 1.50 0.73
Table 2: Aerodynamic Multipliers -X(ft)
Tile
Profile Batten Application DlAftt Deck •
Appifgation •
Barrel High Profile Concrete Tile N/A ...:.. 0.23 . •,
.... .... . .
Table 3: Restoring Moments due to Gravity-M9(ft-lbf)•••• •••• ••• •
Tile 2":12" 3":12" 4":12" 5":12" 6::1�:' Gne'at�r than. ..
Profile •••••• 7":12" •
Barrel High Direct Deck Direct Deck Direct Deck Direct Deck Direet Deck ;py DeCk•• •
Profile 5.66 5.56 5.43 5.25 5.01•. • 4.72 L. ..
Concrete ••
Tile •
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Barrel High Profile Concrete Tile Pol oam Polypro AH 160Tm F 77,87
1 Paddy placement of 37 grams of Polypro AH 160Tm for pan tile, 17.5 grams on each side for cap tiles.
cw= NOA No.: 1Z-0207.02
Expiration Date:03/14/17
Approval Date:05/31/12
Page 3 of 5
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".
LRT
LAMOTI BARREL CONCRETE TILE LABEL
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
.... .... . .
• •
•••••• • • •••••
•• •• •• •• ••••••
•
• • • • ••••••
haAMc i E cap f NOA No.: 12-0207.02
JAPPROVED1 Expiration Date:03/14/17
Approval Date:05/31/12
Page 4 of 5
� � 6
e �
PROFILE DRAWINGS
7„
8.75"
2"
0
2"
I I
I � I
I I
I I
I t
I I
I I
I I
„
18" I BOoc sG�I 18
I I
I I
I I
i I
I
1 I
I
3"
BONDING
LOCKS
2"
8.75"
0000
8.75" 0 . '0000• 0600•0
• • •
060.60 ••.• 0906.0
000000 • . •
0000 0000 ••0006 6•
LAMOTI ROOF TILE"BARREL CONCRETE TILE" '.006 000000 f0000
66006• • • 00.00
6.
END OF THIS ACCEPTANCE 6
.. 0000 .0.060
.0066. . 00
. 0 :000:0
00.090
• . 0 . •
. . 0 000 0000..
0000 .
MpgM ECOtJt�IY NOA No.:12-0207.02
Expiration Date:03/14/17
Approval Date:05/31/12
Page 5 of 5