RF-16-3317Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
950 NE 95 Street
Miami Shores, FL 33138-
Owner Information
Address
RF -12.16-3
Permit Type: Roof
sf ado!): Tile
APPROVED
Parcel Number
1132050070120
Block: Lot:
Phone
Expiration: 0 /11/2017
Applicant
Cell
EDUARDO VERA
950 NE 95 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone CeII Phone
CITY ROOFING AND CONSTRUCTION (305)248-2994 (305)218-7901
Valuation:
Total Sq Feet:
$ 47,000.00
4400
Type of Work: Re Roof
Additional Info: RE ROOF TILE TO TILE.
Classification: Residential
Scanning: 4
Fees Due
Bond Type - Contractors Bond
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$500.00
$28.20
$5.25
$5.25
$9.40
$350.00
$12.00
$37.60
$947.70
Pay Date Pay Type
Invoice # RF -12-16-62290
12/13/2016 Check #: 1423 $ 897.70 $ 50.00
12/07/2016 Check #: 1416 $ 50.00 $ 0.00
Bond #: 3277
Amt Paid Amt Due
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
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 AFFI a, VV certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction zoo • Futhermore, I authorize the above-named contractor to do the work stated.
t ori ,e " ignature: Owner / Applicant / Contractor / Agent
Building Department Copy
December 13, 2016
Date
December 13, 2016
1
(2.\(°
i?
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC
❑PLUMBING ❑ MECHANICAL
JOB ADDRESS: -I50
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201`
Master Permit No. TZ -1:1 b' I
Sub Permit No.
ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑ PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
615 s+
City: Miami Shores
Folio/Parcel#: f- 3 Z.oS- co?-- -
Occupancy Type: Load:
County:
0L
OWNER: Name (Fee Simple Titleholder):
Construction Type:
Miami Dade Zip: 331.3
NO
Is the Building Historically Designated: Yes
&IQ& rck, vel
Flood Zone: BFE:
FFE:
Phone#: 305 ROS D'I
Address:,, qso tue. a5 Sf
City: U l C Vh t S\ --10 v-0 State: Zip: 331n
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address: d 2�im Sr.J
C y ;13,
t1z ck
Phone#: 3o1
City: /JLAwt
Qualifier Name:Ctrib
State Certification or Registration #:
State: Zip: 319-0
C 1,3273-3
Phone#:
Certificate of Competency #:
Phone#:
36v 24-6 24Q4
DESIGNER: Architect/Engineer:
Address: City: State: Zip:
Value of Work for this Permit: $ in%COO Square/LinearFFo age of Work: NCO
Type of Work: ❑ Addition ❑ Alteration ❑ New U Repair/Replace ❑ Demolition
Description of Work:
2 vbcF `111C 4
Specify color of color thru tile: €14-ksvzt e r mu ci4
Submittal Fee $ 50
Scanning Fee $ 12 . CZ
Technology Fee $ • 60
Structural Reviews $
(Revised02/24/2014)
Permit Fee $ J 0 . 00
Radon Fee $ S • c•
Training/Education Fee $
CCF $ae•
DBPR $ • •2cS
• 7'd
CO/CC $
Notary $
Double Fee $
9
0
Bond $ SOO • c
TOTAL FEE NOW DUE $ 3q n- • O
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 a reinspection fee will be charged.
Signature
rr or Agent
The foregoing instrument was acknowledged befo e me this e
day of `-ernloer , 20 , by C&rA, VAC
who is ersonally kno n to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: t
My Commission Expires:
,,,,Jacqueline Espinosa
Commtssioo'# FF 070372
a S Expires: Nov 13,2017
'4E;; o• WW WAARONNOTARY.com
******************************
APPROVED BY
Signature
The foregoing instrument was acknowledged before me this
day of Th 20 LG , by (IC < <7.
who is p rsonally known tome or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: A
Left °' Y ,iite dine Espinosa
Cam hissioo # FF 0703 72
My Commission Expires:'-/4,F5%.,"�c Expires: Nov 13, 2017
WWWAARONNOTAREcom
***********************************************************************
(ti
Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Zoning
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138 , 1
Re: Owner's Name: Fdc.ad V2 r4
Date: d_11,4,6_
Property Address: $b ►ug °rcrs+
Roofing Permit Number:
Dear Building Official: '
f veto C certify that I am not required to retrofit the roof to wall connections of my
building because:
The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
v Orem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition
th F •rida Building Code (1994 SFBC)
Signature
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this Ste' day of ,nob r do«
COn1In ssion#FF070372
.�;: Expires: Nov 13, 2017
Notary Public, Sate of Florida at Large -%„� ; wwwAARoNNotnxYcom
PI ;Jacqueline Espinosa
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
AlirwAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE—BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138 q
Re: Owner's Name f L4, \}e. vt
Property Address ? S) ke
Roofing Permit Number
Dear Building Official:
I cuxcle, certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the "Manual
. of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the
Florida Building Commission by Rule 9B-3.047 F.A.C.
Qualifying Agent
Signature
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this
day of Wt. 6-1A
(SEAL)
/Personally known
or Produced Identification
, 20 1.6
,',.7:1z.„ Jacqueline Espinosa
' Commission #FF®70372
.off. Expires: Nov. 13, 2017
4p,,, •` ?,WW.AARONNOTARY.com
AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name Grc ,odo )e
Property Address `I SD Wsk-
Roofing Permit Number
DearBuilding Official:
1,--Lt-co I certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the "Manual
of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the
Florida Building Commission by Rule 9B-3.047 F.A.C.
Qualifying Agen
Signature . Qualifying Agent
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this
day of 144 6-1-C , 20 IL
"Personally known
_ or Produced Identification
s.Y P06••,Jacqueline Espinosa
• Commission # FF 070372
-% ▪ - Expires: A'ov. 13, 2017
''''' Oo�,, WWW.AARONNOTARY.cam
AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re:
Owner's Name
Property Address
uxd vorct
°156 NE (45Str:
Roofing Permit Number R_ F -12-1 — 33 r7
DearBuildingOfficial:
I ' i 3JT() FOVnalikcertify that the roof decking attaclunent and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the "Manual
of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the
Florida Building Commission by Rule 9B-3.047 F.A.C.
tiLDzrr0
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this 1'
day of Ja,' l u1�/ ,20
(SEAL) a
1
Personally known
or Produced Identification
•
CANDY CABOVERDE
MY COMMISSION # GG 034505
a•= EXPIRES: September 28, 2020
•••oa o► t?*' Bonded Thru Notary Public Underviiiterr
9,
Section A/B
Master Permit No: 1
Contractor's Name:
Job Address:
Miami -Dade County HVHZ Electronic Roof Permit Fora
•
•• •
•.....
•••••.
Section A (General Information)
Process No:
!CITY ROOFING
❑ Low Slope
❑ Asphaltic Shingles
❑ Sprayed Polyurethane Foam
Roof Category
O Mechanically Fastened Tile
❑ Metal Panel/Shingles
O Other:
•. .
•
•
•••. ••••
• •••
•••• ••••
•.••..
• •
.••
.•
•.....
•• .
• .
• •
•
..
•. •
•.••..
•
••
• .
• •
... • • •
•.•.•
..
•• •.•••.
•
•
• . •
•.•••• •••••.
• • •
.... ••••..
• . •
• . .
0 Mortar/Adhesive Set Tile
0 Wood Shingles/Shakes
Roof Type
0 New Roof 0 Re -Roofing 0 Recovering 0 Repair 0 Maintenance
Arellter_c-Gas-fent Stackslocated orrt therm 0 Yes No If yes, what type? 0 Natural 0 LPGX
Roof System Info atlon
Low slope roof area (ft.2)
Steep Sloped area (ft.2)
Section B (Roof Plan)
Total (ft.2)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size (a' x a'): I 1
m
m
RE,CFTVED
DE 072016
I
(1. --V
t
1
1
Tile Roof System
Roof System Manufacturer
• •
Miami -Dade County HVHZ ElectronEc 13def Pennit Form • • • •: •
Section D Tile Roof System. '•• •
IENTEGRA ROOF TILE
Notice of Acceptance Number (NOA):
16-0112.07
Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations):
P 1:
P 2:
P 3:
•
•••••.
••••
• •
••••
•••••.
• •
•••
••
••••
• .
••••
••• •
••
••••••
• .
•••.••
• •
. •
•••••
•• •••••.
•
• • 0 • •
• • • • •
••••••
• • ••••••
• • • • • •
•• • •••• ••••••
• • . •
•
•••
•
Maximum Design Wind Pressures, (From the NOA Specific system): ' 0.4 psf
Fill in the specific roof assembly components. If a convponent Is not required, Insert not applicable (Ws) In the text
Roof Slope:
"/12"
Roof Mean Height '' o _ ft.
Method of Tile Attachment:
l --Adhesive, Large Paddy Polyfoam Polypro—
Altemate Method of Tile Attachment per NOA:
IN/A
Drip Edge Size & Gauge:
Drip Edge Material Type:
Drip Edge Fastener Type:
3" face 24 ga.-
-Galvanized Metal -
1.25" RING SHANK
Hook Strip/Cleat gauge or weight:
=.1111111K
Deck Type:
5/8" Plywood—
Optional Insulation:
IN/A
Optional Nallable Substrate:
Optional Nailable Substrate Attachment
IWA
Basesheet Type:
17Cslim, 4, Tr
Fastener Type for Basesheet Attachment:
1.25" RING SHANK & 5/8" TIN CAP
Tile Underlayment (Cap Sheet) Type:
yl_(vk 40 l0
TIIe Underlayment Attachment Method:
.SELF -ADHERED
Tile Profile:
1BEL AIR 13" FLAT
Section E
Miami -Dade County HVHZ Electronic Roof Permit Form
• •
• • •
•• •
•
•••...
•
•• •
• • •
• •
••
•.••••
•
••
• • •
Section E (Tile Calculations) .••••
• • ••••
• •
•••. •
00000
Method 1 "Moment Based Tile Calculations Per RAS 127"• • • • • • • • • •
••
• .
••••••
•
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mfr If the Mf values are.• •
•
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is loccepble. • ' •• • • • • •
•
P 1:
P2:
P 3:
x?
xX
xX
13.96
- Mg:
- Mg:
- Mg:
= Mr1:
= Mr2:
= Mr3:
•• • ••••
• • •
•• •
NOA Mf
NOA Mf`
NOA Mf
••••••
• •
Method 3 "Uplift Based Tile Calculations Per RAS 127"
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for
each area of the roof, then the tile attachment method is acceptable.
P1:
P2:
P3:
_
- W:
- W:
- W:
x cos 0:
x cos 0:
x cos 0:
= Fr1:
= Fr2:
= Fr3:
Where to Obtain Information to complete tile calculations
5
5
NOA F'
NOA F'
NOA F'
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
H
Job Site
0
Job Site
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
-4
Required Uplift Resistance
Average Tile Weight
Fr
Calculated
W
Product Approval (NOA)
Tile Dimensions
I = length
w=width
Product Approval (NOA)
Owner's Notification Form HVI-iZ 2010
SECTION 1524 '
HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR RObFINL CORiSI 1ERATYANS •
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing conftMj6r to pro' xi the site
with the required roofing permit, and to explain to the owner the content of this sectioi , ,`lie pro'slons of • •
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standouts /of thg....'
industry for roofmg system installations. Additionally, the following items should be i$tfrpssedas part of tis..'
agreement between the owner and the contractor. The owner's initial in the designated space indici.te's that dr. !. .
item has been explained. ; • • • ; • • • • ;
• .
1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (Htgh'Velogity; Iriurric3ht' •:
Zone) are for the purpose of providing that the roofing system meets the wind resistance and wafer in'trusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofmg nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
5d. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
P14. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate
the attic venting, venting shall not be r uired.
Owner's/Agent's Signature: Date: `Z / Z / %6.
Contractor's Signature: Permit Number:
Property Address: 90
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Entegra Roof Tile, LLC
1289NE9th Ave
Okeechobee, FL. 34972
SCOPE:
MMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.m®iamidade.gev/esonomv
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 uspend 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: Bermuda Concrete Flat Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
•
TERMINATION of this NOA will occur after the expiration date or if there has been 2„;evigion ox ,change in the . •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endossem®nt of any product, fon • :.
sales, advertising or any other purposes shall automatically terminate this NOA. Failure tosoocliply with any section f •
this NOA shall be cause for termination and removal of NOA. .... .... . • • • •
.
. .
•... .... . .
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1& and fbIlbwad by the •
expiration date may be displayed in advertising literature. If any portion of the NOA is dissfaA then it sir fin done • •
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user
be available for inspection at the job site at the request of the Building 0
•
..
• •
by the manufacture or its:distributors and sha11• • •
fficial. • • •
•
This NOA renews NOA No. 14-1120.06 and consists of pages 1 through 6.
The submitted documentation was reviewed by Gaspar J Rodriguez.
IAPPROVEDI
NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
L SCOPE
This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC
in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida
Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as
determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared
as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Entegra Flat Tile
Trim Pieces
Dimensions
Length = 16"
Width = 10"
1= varies
w = varies
varying thickness
2.1 MANUFACTURING LOCATION
1. Okeechobee, FL
2.2 EVIDENCE SUBMITTED
Test Agency
Redland Technologies
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
Test
Specifications
TAS 112
Type 3a
Class III
TAS 112
Test Identifier
7161-03
Appendix III
94-084
94-060A
25-7094-2
25-7094-8
25-7094-5
25-7183-6
Product
Description
Flat profile, interlocking, high pressure extruded
concrete roof tile equipped with two nail holes.
For mechanical, mortar or adhesive set
applications.
Accessory trim, concrete roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report
Static Uplift Testi • •
PA 102 & PA 102(,4)• • •
Static Uplift Testing,:..
PA 101 (Mortar Set) .. •
Static Uplift Testing • •
PA 101 (Adhesive Stip •
Static Uplift Testing PA rill
(4" Headlap, Nails, Direct 3ieo slew
Construction) •
Static Uplift Testing P'4,1'0
(4" Headlap, Nails, Battens)
Static Uplift Testing PA 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Static Uplift Testing PA 102
(2 Quik -Drive Screws, Direct Deck)
• •Ilbla,
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• Dgc. 1991 • •
.•• ••
•.
May 1994
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••c
*Mach, 1994;•••
Ott. 1994
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. 1994
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• •Oct 1994
Feb. 1995
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NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 2 of 6
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2.2 EVIDENCE SUBMITTED
Test Agency
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied Engineering,
Inc.
Atlanta Testing & Engineering, Inc.
Professional Service Industries, Inc.
Celotex Corporation Testing Service
Celotex Corporation Testing Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineers
American Test Lab of South Florida
Test Identifier
25-7183-5
25-7214-1
25-7214-5
7161-03
Appendix II
Letter Dated Aug. 1,
1994
P0631-01
P0402
Project No. 307025
Test #MDC -77
R1.894
R2.894
R3.894
395-40011-1
520109-1
520111-4
520191-1
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
13343.1
RT1210.02-15
Test Name/Report
Static Uplift Testing
PA 102
(2 Quik Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct Deck)
Static Uplift Testing
PA 102
(1 Quik Drive Screw, Battens)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing of screw
vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Physical Properties
PA 112
Static Uplift Testing
PA 101
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25-7094
25-7496 . .
25-7584 ••••
25-7804b-8
25-7804-4 & 5
25-7848-6 •••••.
25-7183
Restoring Moment::
Two Patty Adhesive Set $y tjn
TAS112 : • :
TAS 112 • •
• • •
•• •
ate
Feb. 1995
March, 1995
March, 1995
pec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Feb 2004
Dec. 1998
March 1999
March 2004
. Fob 1996
• •Afifiil 1996•
• • December • •
•
• x••1996
•
•••. • •
• •
••Marsh 19$5':..•
1h2044••••
April 1999 • •
• 05/06/08. •
:.•1x717/1s•
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NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 3 of 6
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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 may
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 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.
4. INSTALLATION
4.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami
Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations.
Tile Profile
Entegra Flat Tile
Table 1: Average Weight (W) and Dimensions (I x w )
I Weight W (Ibf)Length-I (ft) Width -w (ft)
9.7 I 1.33
I .833
Table 2: Aerodynamic Multipliers - (ft3)
Tile X (fe)
Profile Batten Application
Entegra Flat Tile 0.189
. (ft3)
Direct Deck Application
Tile
Profile
Entegra Fiat Tile
Table 3: Restoring Moments due to Gravity
3":12"
Battens
6.53
0.205
4":12"
5":12"
Direct
Deck
6.97
Battens
Direct
Deck
Battens
6.43
6.86
6.29
Direct
Deck
6.71
Me (ft-Ibf)
6":12"
Greater than
7":12"
Battens
Direct
Deck
Battens
Direct
Deck
6.35
6.14
6.54
597.:
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NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 4 of 6
Tile
Profile
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
for Nall -On Systems
Entegra Fiat
Tile
Fastener Type
2-10d Ring Shank Nails
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
1-10d Smooth or Screw
Shank Nail
2-10d Smooth or Screw
Shank Nails
1 #8 Screw
2 #8 Screw
30.9
38.1
7.3
9.8
17.2
4.9
14.0
18.8
7.4
30.8
30.8
1-10d Smooth or Screw
Shank Nail (Field Clip)
1-10d Smooth or Screw
Shank Nail (Eave Clip)
2-10d Smooth or Screw
Shank Nails (Field Clip)
2-10d Smooth or Screw
Shank Nails (Eave Clip)
51.7
24.3
51.7
24.3
18.2
24.4
24.2
19.0
19.0
22.1
35.5
35.5
34.8
31.9
31.9
32.2
2-10d Ring Shank Nails1 I
50.3
1 Installation with a 4" tile headcap and fastemers are located a min. of 2W from he65.
ad of tile.
Tile
Profile
48.3
Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf)
for Two Patty Adhesive Set Systems
Entegra Fiat Tile
Tile Application
Minimum Attachment Resistance
Adhesive
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3M'" 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams.
Tile
Profile
31.33
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Entegra Flat
Tile
Tile Application
Minimum Attachment
• •
Resistance •
3M' 2 -Component •
Foam Roof Tile Adhesive AH -160 - - - :
3M'" 2 -Component Foam Roof Tile Adhesive AH -160 •
"118P._:• 400..
4 Large paddy placement of 45 grams of 3M'" 2 -Component Foam Roof Tile Adhesive AH -160.. 45 .
5 Medium paddy placement of 24 grams of 3M" 2 -Component Foam Roof Tile Adhesive A11.1i60 -
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NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 5 of 6
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5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami -Dade County Product Control Approved".
ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE)
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or the applicable Building Code in order to properly evaluate the
installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit.
PROFILE DRAWING
ENTEGRA "FLAT" CONCRETE ROOF TILE
16'
f
16'
FIELD TILE
1111111111111,,,,.
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THICK BUTT TILE
END OF THIS ACCEPTANCE
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NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 6 of 6
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Interwrap, Inc.
32923 Mission Way
Mission, BC, Canada V2V 6E4
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miamidade.Rawheonomv
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: Titanium® UDL-30 / Titanium® PSU 30, Titanium® UDL-25 PLUS / Titanium® PSU-30,
and UDL-MD (2 ply) / Titanium® PSI- 30 Underlayment System
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
ane% pry sect,
for sales, advertising or any other
purposes shall automatically terminate this NOA. Failure a;p ply with any section •
•
of this NOA shall be cause for
termination and removal of NOA. • words • • •
•
•• ••
ADnumberVERTISEMENT: The NOA number preceded L.. the -.uwaaa . .� L _ •
--- `a4V .,., ty, riur •ana followed by th8
•
expiration date may be displayed in advertising literature. If any portion of the NOA is displayeelit s#�eylbe . ••
in its entirety. ,•t�en don®•
•
.• •
•• ••• •• •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture48f Miistributors and
shall be available for inspection at the job site at the request of the Building Official. • •
This NOA revises NOA#11-0815.05 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
• •
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NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 1 of 7
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ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Test
Specification
Titanium® UDL-25 48" x 250' rolls ASTM D226
PLUS Type I&II
Product
Dimensions
Manufacturing
Location #1& #2
UDL-MD (2Ply system)
Manufacturing
Location #2
Titanium® UDL-30
Manufacturing
Location #1& #2
Titanium® PSU-30
Manufacturing
Location #3
48" x 250' rolls ASTM D226
Type I & 11
48" x 250' rolls ASTM D226
Type I&lI
36" x 72' rolls TAS 103
MANUFACTURING LOCATIONS:
1. ML1
2. ML3
3. ML4
Product
Description
Woven synthetic polymer underlayment with one
side coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Woven synthetic polymer underlayment with a
chemical slip resistant and UV protected coating on
both sides.
Woven synthetic polymer underlayment with two
sides coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Unreinforced polymer modified bitumen material
adhered to the underside of a polymer -coated,
synthetic woven sheet. The underside is backed
with a release film.
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NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 2 off 7
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EVIDENCE SUBMITTED:
Test Anencv Test Identifier Test Name/Renort Date
Intertek Testing Services #3031783 TAS 104 02/19/03
3119607C0Q-003B ICC -ES AC48 02/20/08
3124826-01 ASTM E108 02/19/08
3124826MID-007 ASTM El 08 02/25/08
311801000Q-003 ASTM D226 02/20/08
3130639C0Q-002A ASTM D226 02/20/08
3146738C0Q-003A ASTM D226 04/22/08
3146738C0Q-003B ASTM D 1876/ TAS 117 03/28/08
Trinity I ERD
135520.06.11
138010.08.11
135520.08.11
135520.08.11-1
135520.06.11
144970.07.13
TAS 103 / TAS 104 06/15/11
ASTM D226 08/11/11
ASTM D2523 / D1781 08/17/11
TAS 114 08/12/11
TAS 103 / TAS 104 06/15/11
ASTM D226 / D1781 / TAS 07/18/13
114
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NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 3 of 7
APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES:
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet:
Fastening:
Primer:
Ply Sheet:
Membrane:
Surfacing:
Note:
One or more plies of Titanium® UDL-25 PLUS or Titanium® UDL-30 applied with
minimum 4" horizontal laps and minimum 6"vertical laps and mechanically fastened as
noted below.
Note: Titanium® UDL-30 shall be inverted to provide a smooth bonding surface. Primer is
not required when Titanium!? UDL-30 is installed inverted (printed side facing down)
Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
MetalTin caps shall be primed with ASTM D41 primer
(Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with 3M 2 -Component Foam Roof Tile Adhesive
AH -160 and Dow TILE BOND Roof Tile Adhesive.
• • •
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NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 4 of 7
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet:
Fastening:
Primer:
Ply Sheet:
Membrane:
Surfacing:
Note:
One or more plies Titanium® UDL-30 applied with minimum 4" horizontal laps and
minimum 6"vertical laps and mechanically fastened as noted below.
Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Titanium® UDL-30 shall be primed on the printed side with ASTM D41 primer prior to
placement of cap sheet.
(Optional) Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum
6" vertical laps.
Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave, using a heavy
pressure roller under safe conditions to further secure the membrane.
Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with 3M 2 -Component Foam Roof Tile Adhesive
AH -160 and Dow TILE BOND Roof Tile Adhesive.
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NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 5 of 7
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies of UDL-MD (2Ply system) applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with 3M 2 -Component Foam Roof Tile Adhesive
AH -160 and Dow TILE BOND Roof Tile Adhesive.
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NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 6 of 7
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 material.
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. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.
3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
4. Titanium® UDL-25 PLUS / Titanium® PSU-30, TitaniumUDL-30 / Titanium') PSU-30, UDL-MD (2Ply
system) / Titanium® PSU-30 two-ply underlayment system, may be used in asphalt shingle, mechanically
fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies.
S. The standard maximum roof pitch for the Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium') UDL-30
/ Titanium® PSI- 30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlayment system shall be 5:12
for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat tiles
shall be staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with
maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tiles). At roof slopes greater
than the above limitations, the use of loading battens or toe boards are required to load the roof tile.
6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system.
7. Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titaniumi? PSU-30, UDL-MD (2Ply
system) / Titanium® PSU-30 two-ply underlayment system shall not be left exposed as a temporary roof for
longer than 90 days of application. . •
8. Titanium Synthetic Underlayments are components used in roof system assemblies. &ggf system •
fisemblies are •
approved under a specific Notice of Acceptance. Refer to Prepared Roofing system.tUdAct CoItr81, rlbtice of • , ; •
Acceptance for listed approval of this product with specific prepared roofing productts..:.. •
9. Titanium Synthetic Underlayments may be used with any approved roof covering N tice•of Accepbasice listing •
Titanium Synthetic Underlayments as a component part of an assembly in the Notice. of Aceeprance. if ; • • .
Titanium Synthetic Underlayments are not listed, a request may be made to the Autlfirty. Haviuig 7uri; dictidtt • • •
(AHJ) or the Miami -Dade County Product Control Department for approval ]*oSided that a/proprial"e •
documentation is provided to detail compatibility of the products, wind uplift resistaice,'ag1 fire testing resulttb •, :.
10. All membranes or packaging shall bear the imprint or identifiable marking of the ninufacturer'CMth•or logy •
and the following statement: "Miami -Dade County Product Control Approved" o}.the Miami -Dad€ CounEy .
Product Control Seal as shown below. •
•
END OF THIS ACCEPTANCE
NOA No.: 13-0730.01
Expiration Date: 01/26/17
Approval Date: 11/14/13
Page 7 of 7
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
WwW.miamidede.aov/esoaomy
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: 3MTM 2 -Component Foam Roof Tile Adhesive 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 theme has b•
$gii'n'o' change, • • • •
in the applicable building code negatively affecting •the performance of this product. ' • .' • • • • • •
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TERMINATION of this NOA will occur after the expiration date or if there has been at rediiiton or chap a in
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endors'eltdnt of any pf duct, fi6rr
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sales, advertising or any other purposes shall automatically terminate this NOA. Failure to com 1 with an 'section or . " •
this NOA shall be cause for termination and removal of NOA. " •• P'3'• • • Y •
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ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flbridlt,and followed by the •
expiration date may be displayed in advertising literature. If any portion of the NOA is dispiayedt then i; WIT 'be dome
in its entirety.
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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 12-0228.18 and consists of pages 1 through 11.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 1 off 11
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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 Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does 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 tiles
system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Specifications
3MTM 2 -Component Foam N/A TAS 101
Roof Tile Adhesive AH -
160
Foam Dispenser RTF1000 N/A
ProPack® 30 & 100 N/A
Product Description
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof file adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
1.6 lbs./ft.3
18 PSI Parallel to rise
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12 PSI Perpendicular to rise : •
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change ® -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
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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.
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 2 of 11
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EVIDENCE SUBMITTED:
Test Aeencv Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-1PA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB -589-631 ASTM D 1623 02/01/94
Polymers Division
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
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 • • 0tkr2
520109-2-1
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LIMITATIONS:•
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1. Fire classification is not vert of this acceptance Refer to the Prepared Roof _r T., _ . _ tilip for
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2. All approved products listed herein shall be labeled and shall bear the imprint or identi4liblj jrnarking oiiti$
manufacturer's name or logo and following statement: "Miami -Dade County Product Cpl ing Approved: or the •
Miami -Dade County Product Control Seal as shown below. • •• •••
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APPROVED •• • ••••• • •
3. 3M"' 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile :lofiges.
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4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
5. Roof Tile manufactures acquiring acceptance for the use of 3M"° 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
6. 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.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 3 off 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 uplift 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, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3MTM 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.
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Area
Eave Course - Flat, Low, High
Profiles
Flat, Low, High Profiles
Flat Profile
All Eave Course
17-23 sq. inches
Minimum Paddy Gram
Weight
45-65
#1
17-23 sq. inches
Low Profile
#2
10-12 sq. inches
12-14 sq. inches
45-65
30
30
#2
High Profile
Flat, Low, High Profiles
#2
17-19 sq. inches
30
Two -Piece Barrel (Cap Tile)
Two Piece Barrel (Pan Tile)
#3
Two Paddys: 8-9 sq. inches at
head of tile 9-11 sq. inches at
overlap
12 grams per paddy
Two Piece
2 Beads (1 each longitudinal
edge) 20-25 sq. inches each
bead
17 grams per bead
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All3M'm2-Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed
herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 5 of 11
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ADHESIVE PLACEMENT DETAIL # 1
Flat/Low Profile Tile
(;,1! 1;,IG010-4.(•flail
APPROVED
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile ••
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•1. Starting at the eave cows.% apply a mttiiuiitri 2" ' •
(50.8 mm) x 10" (254 m> A j ; (25.4 mi) foam
paddy onto the underlaymntpositioned.as.shown.
under the pan portion of fhaitilpecloseNtodnee
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overlock of the the beingsatr • • • • • • '
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2. Continue in same marine:114M approxiihately 17
(109.7 cm2) - 23 (148.4 cm2) square igektesive•
contact with the undersid .of t1i tile. •
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 6all
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
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum i( .8mmm
x 7" (177.8 mm) x 1" (25.4•010) foam ppildy.onto the
underlayment positioned as oma undet the (An
portion of the tile closest to.the:overlock of the tile •
being set. •••• •••• •
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3. Continue in same manner. MN bppro ate y 12"
(77.4 cm2) - 14 (90.3 cm2)'sac�uare inch adhesive
contact with the underside qr tWti1e. •
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
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 nun) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
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.
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Rat/Low Profile Ilk
Medium ProflioTBe
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in2 (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in2 (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
High Profile The
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
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71 cm2) square inch adhesive
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.
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 05 to 70 sq.ln.
M contact with the pan tile.
2)Tum covers upside dawn. Place adhesive In
to 1 M. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. In. contact area.
Underlay/no
Steep pitch applications
(when required)
Ease closure `4
(motarshown) �
Weephole Fascia Board
Sheathing
Optional
point -up Mortar
on longitudinal
edges oldie
Remove top pardon of the eave mune cover tile. Abut to second coupe of
pan tiles. Ensure eave end ofpan and =verges are flush atease Rne.
TWo Piece Barrel - High Profile Tile
APPROVED1
Two Piece Barrel (Cap and Paan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 min) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under two adjacent pan tiles. Support eave tiles
from rocking until adhesive has a chance to cure.
2. Continue in same manner bringing two pan courses
up toward the ridge. Insure approximately 65
(419.4 cm2) — 70 (451.6 cm2) square inch adhesive
contact with the underside of the pan tile.
3. Turn covers upside down exposing the underside of
the tile. Apply a minimum 1" (25.4 mm) x 10" (254
min) bead of adhesive directly on the inner edge of
each side of the cover tile. Leave approximately
3/4" (19 mm) to 1" (25.4 min) 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" (548 mm)
x 4" (101.6 mm) nailers or the tie wine system
using galvanized, stainless steel, or cQppetvire and
compatible nails may be astji' • • • •
END OF THIS ACCEPTANCE
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 11 of 11
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