RF-15-2589 Miami Shores Village P81tT?fi`
10050 N.E.2nd Avenue NWS
Miami Shores,FL 33138-0000 ��? s
1.0
Phone: (305)795-2204
Fir �?�i
Expiration: 04117/2016
Project Address Parcel Number Applicant
54 NW 100 Terrace 1131010180350
VANESSA MARIE FIFFE
5a.= I ;ores, FL °?3 50- Block: Lot:
Omit- ..:c—. ration Address Phone Cell
VANcI SSr", MARIE FIFFE 54 NW 100 Terrace (786)417-9968
MIAMI SHORES FL 33150-
..,
54 NW 100 Terrace
MIAMI SHORES FL 33150-
Contrictor(s)- _ Phone Cell Phone
— - – ----------- Valuation- $ 10,300.00
PUIEN d'E ROOFING CORP (305)470-9970
Total Sq Feet: 1400
Type c` oi -:e Roof Available Inspections:
Additional info: RE ROOF TILE Inspection Type:
Classification. Residential
Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Review Roof
Renailing Affidavit
Review Building
Cap Sheet
Fees 171i�e Amount Pay Date Pay Type Amt Paid Amt Due
Bond T. e- ;oi d.actors Bond $500.00
" Invoice# RF-10-15-57398
CCT $8.60 4
C(' =ee $4.13 10/20/2015 Credit Card $759.86 $50.00DBPIk
CCA Ftze $4.13 10/13/2015 Credit Card $50.00 $0.00
Edurpfi—S,rhame $2.20 Bond#:2887
Perm,:Fca-�le,Roof $275.00
Scanr ig Fez $9.00
Techn_„c]�,lee $8.80
T6st`a 9 $809.86 W
a—3
In of the issuance to me of this perry I, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pert;,ni ig is-Ie:c and in strict conformity with the plat s,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepti^n 'his permit I assume responsibility for all �,iork done by either myself, my agent, servants, or employes. I understand that separate permits are
reol,irpH fnr F' 1=rTP CAL, PLUMBING, MECHANICA ,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
O'vo .._, viu y i a ii uie iureyoinc information is accurate and that all work will be done in compliance with all applicable laws regulating
con +.tact!^n zn zon ng. F rm r , I authorize the above-named contractor to do the work stated.
October 20,2015
goihnrized Signa are Owner Applicant / Contractor / Agent Date
Miami Shores Village
Building Department OCT I s ois
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �R
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit No. 'tZF jS_
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC /ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: bq YtkA, I GG W4-
City:
EtCity: Miami Shores County: Miami Dade zip: s1s
Folio/Parcel#: l0 I -G 1 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: ( r Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): I&SaL't--'a ��1 V E. Phone#: 18(a - Lill SCJ LP,
Address: "w',ILI )auj JW �e�.r
City: State: zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: L4,l-lylr4 Cor�2 Phone#: �3e`a� Loo -cig7®
Address: l z v1cAj L4
City: C State: Zip:
Qualifier Name: Phone#: ��Ci" �� 10
State Certification or Registration#: C C 9 S 44 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ r[J• ;cs,- Square/Linear Footage of Work: J,4l W 5(
Type of Work: ❑ �Addition ❑ Alteration ❑ New [Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru tile: ��
Submittal Fee$ Permit Fee$ C'�g:!�-2 CCF$ 6. CO/CC$
Scanning Fee$ z!;)0° Radon Fee$�` _ DBPR$ ��• �, Notary$
Technology Fee$ X Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ 4-0e- Ve
49 f
TOTAL FEE NOW DUE$
(Revised02/24/2014)
r 9
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction, I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved n a reinspection fee will be charged.
r
Signature -0Signature �(� ��"
O W N E R or AG ENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of ��)�_ d 20 6 by a day of f 20 1S by
f � ,who is personally known to V-11-k,erCI ,who is personally known to
me or who has produced_�L ZDL as me or who has produced_ (_f(?,(_ as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
S' Sign
OL Print:
Seal: ,PAY nue Seal:
�°;•'•;Gc ANTHONY PUENTE ;moo ANTfIONY PUENTE
* * MY COMMISSION ii FF 196576 * * MY COMMISSION#FF 186576
mrq `oma EXPIRTEs:February 5 19 t EXPIRES:Febnnq 5,2019
* ******** 4 ******e** °** * ****a�************r ****■s***A> � * ***x�r********* * *
son
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
OCT 13
I
5l►ORE,S G,!
Miami Shores Village
loss N I Building Department
10050 N.E.2nd Avenue
��arEs,Kea Miami Shores, Florida 33138
�IORIDp' Tel: (305) 795.2204
Fax: (305) 756.8972
SURVEY AFFIDAVIT
STATE OF(FLORIDA)
COUNTY OF(DADE)
The undersigned Affiant, ygx ne'-ilcd Cep,does hereby attest that
(Property owner)
The attached survey, performed by
(Name of surveyor's company) :060:0
..
666666
For address: �5y euu IM ler' :00000 '
0000
666666 6666 666666
0000..
0000..
Performed on t0,'� �5 (date of survey)is an accurate representation of the existing ccf�diUBas and:6.6:6 '
0000 . 66666
locations of all structures on the property as of this date. •••••• •••••
000000 6. .. 666666
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permitfAr the property .'
without first providing a survey less than seven (7) years old old. The Affiant, as property oiinero fdrther a-poo-to 00""
remove or obtain permits for any structures which now may exist on the property which are nefipe;nitted pr vft -6000-
0 01
may violate zoning or building code regulations. The Affiant further understands that the existence of any such
structures may aff t f
I) ght.nspections as applicable to this or other permits.
Further,A asa t Property Owner Si nature Property Owner Print Name
SWORN TO AND SUBSCRIBED before me this qday of
Affiant is personally known tome, ✓ produced V(ju . s identification.
MWMPUENrM
MY COMMISSION#FF 1OM76
EXPIRES:February 5,2018 Notary
Revised on 5/22/2009/Revised on 6/12/09 ��M"v*
Wad ftBudgatNotary krrl
4
.5N°REs Miami shores Village
�will .....M OCT�c:1 � ?015 Building Department
10050 N.E.2nd Avenue
�LOR
Ns� Miami Shores, Florida 33138 aRIDA 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 Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address: 54 Aw JQi) ilec
Roofing Permit Number:
Dear Building Official: :...:.
I c�v�a 5
V64-e_ certify that I am not required to retrofit the roof t(fImll'bonnecti §of my '.
...... .... ......
building because: ••• •• •
m*fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000. 0•W ase a1566proof ok-I•••
„'..' •. • ......valo em taxation. . .:
The
building was constructed in compliance with the provisions of the Florida Building Code JFB0)ror wit4 the provisio".,:.
of 1994 edition of t e South Florida 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 day of Cmc e.c3P�Z
� w * MY COMMISSION�FF 186378
Notary Public, Sate of Florida at Lar e t EXPIRES:Febtnery 5,2018
or RtM`O Bead Thru Budget Notary Serrim
• 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
SECTION 84402.13
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
contraor.The owner's initial in the adjacent box indicates that the item has been explained.
1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics
(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color
or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement
between the owner and the contractor.
U. 2. Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be
renail d in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to rem ving the existing roof system.)
U. 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
contrac or 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
be
can viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing
nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining
this p earance.
5. Ponding Water:The current roof system and/or deck of the building may not drain.%gll DQd
may cause water to pond (accumulate) in low-lying areas of the roof. Ponding car bq%n indication of ••••••
structural distress and may require the review of a professional structural engineer. Pbfidirfg may.S116ften •.
the life expectancy and performance of the new roofing system. Ponding condition$'r l;'not be'e'Vdent
until t e original roofing system is removed. Ponding conditions should be correctecL
....
6. Overflow scuppers (wall outlets): It is required that rainwater flow off PQ trjjthe roof is rZot �����•
overl aded from a build up of water. Perimeter/edge walls or other roof extensions mavoggO this cR.%q"e
if overflow scuppers (wall outlets) are not provided. It may be necessary to install,gvAr;gw scuppers in
acco dance with the requirements of Sections R4402,R4403 and R4413. ; ' ; . .••�;
7.Ventilation: Most roof structures should have some ability to vent natAlrairf6w througii ttie
interior of the structural assembly (the building itself). The existing amount of attic ventilation shal4olot to
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,)en 'ng shall not be required.
Owner's gent's Signature Date o 'tractor's Signature
5 y _t, %Mr Jpr
Property Address Permit Number
Reileh Engineering Corp.
I V I L (Consulting Engineer)
Ra2370 Southwest 123rd Avenue
Miami,Florida 33175-1174
Tel:305-823-8008/305-397-6414
ENGINEER Fax:305-823-3300/305-884-8834
Website:www.reilehengineering.com
February 11,2016 Zs2p 9
Puente Roofing Services Inc.
7321 Northwest 46 Street
Miami,Florida 33166
Project: ROOF TILE UPLIFT TEST REPORT
Residential Home
54 Northwest 100 Terrace
Miami, Florida
Information provided by client:
Permit Number: Not Provided
Date Completion: February 9,2016
Roofing Contractor: Puente Roofing Services Inc.
Project Number: 16-0126
(Testing Laboratory Certificate# 11-0715.04)
Dear Sirs;
In accordance with your request and authorization, a representative of Reileh Engineering
Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard TAS No.106 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically
attached,rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 10000 square feet,and the mean height of the
roof is less than 40 feet above ground surface. The type of tile used for this project was reported to
be concrete/clay Roof Tile. This tile was reported to have been foamed in place.
At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than
one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the
perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2)
squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer
areas were conducted.
used o6`0 test results, we conclude that the installation of the roof,file at the above referenced
project Meeo the test requirement outlined in the above-mentioned protocol. -Attached,please find
a copy of our test report for youf review.
Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;'
Reileh Engineering Corporation
a
.ohamad Sonny Salleh,P.E.49014
Project Manager
TILE UPLIFT TESL'
Residential Home
54 Northwest 100 Terrace
Miami,Florida
Reileh Engineering Corporation—Project Number-16-0126—Page 2 of 4
Report of
TILE UPLIFT TEST
for
Residential Home
54 Northwest 100 Terrace
Miami,Florida
Project Number: 16-0126
Test NumberTest Load b Test Status
1 35 Pass
2 35 Pass
3 35 Pass
4 35 Pass
5 35 Pass
6 35 Pass
7 35 Pass
8 35 Pass
9 35 Pass
10 35 Pass
11 35 Pass
12 35 Pass
13 35 Pass
14 35 Pass
15 35 Pass
16 35 Pass
17 35 Pass
18 35 Pass
19 35 Pass
20 35 Pass
21 35 Pass
22 35 Pass
23 35 Pass
24 35 Pass
Reileh Engineering Corporation—Project Number-16-0126—Page 3 of 4
Test Number Test Load (Ibf) Test Status
25 35 Pass
26 35 Pass
27 35 Pass
28 35 Pass
29 35 Pass
30 35 Pass
31 35 Pass
32 35 Pass
33 35 Pass
34 35 Pass
35 35 Pass
36 35 Pass
37 35 Pass
38 35 Pass
39 35 Pass
40 35 Pass
41 35 Pass
42 35 Pass
43 35 Pass
44 35 Pass
45 35 Pass
46 35 Pass
47 35 Pass
48 35 Pass
49 35 Pass
50 35 Pass
51 35 Pass
52 315 Pass
Test 1-19 Corner, 20-23 Ridge Caps,24-38 Perimeter, 39-52 Field
Reileh Engineering Corporation—Project Number-16-0126—Page 4 of 4
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55'
NMR OF t5t MPJMMR o 1400 5F O t�f7�CAP 11;St I,OCA110N
FEW = I4 COUP - 190 9-,
COUP - 19 KPIM�M n15tANa,a a 3' LT MNO5 005f,1U1U 16-0126
JPa CAP = 4 COMASA- 3'X 3'
MMOX,ROOF 11;51 IACA11ON5 AN12 PIWN510N5
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-Dade County Building Department
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name Vanessa Fiffe
Property Address 54 NW 100 Ter
Roofmg Permit Number ��` 0 9-
Dear Building Official:
I Edward Rojas 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.
Qua ' ing Agent
Sighature of Quali ing Agent
Edward Rojas
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this 1 Z
day of February ,20 1 Fi
(SEAL)
1Par Pie ANTHONY PUENTE
* MY COMMISSION#FF 188578
EXPIRES:February 5,2018
Personallyc�Bonded ThruBudptNotary Serolaea
or Produced Identification
CAD m au and SettingsatclWy Dacomenu\5mnsticsGmphs 2Vtaofing Affidavit Compliance-92607FillableAm
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Section E 2
High Velocity Hurricane Zone Roofing Permit Application Form
Section E(Tile Calculations)
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 Mf.If the Mf values are
greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable.
P 1: -39.1. x X .291 = 11.37 -Mg: 4.65 =Mr1: 6.72 s 38.7 NOA Mf
P 2: -68.1. x X .291 = 19.81 -Mg: 4.65 =Mr2: 15.16 s 38.7 NOA Mf
P 3: 100.7. x X .291 = 29.30. -Mg: 4.65 =Mr3: 24.65 s 38.7 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: x I: = x w: _ -W: = x cos 8: =Fr1: s NOA F'
•••••.
P2: x I: = x w: _ -W: = x cps 6: =Fr2: •s• • NOA F' •o•• •
P3: x I: = x w: _ -W: = x cos 6: =Fr3: ...:i• NQA F'
Where to Obtain Information to complete tile calculations •••• •• ••.
...... . . .....
•• •• •• •• ••••••
Where to Find :••:•:
Description Symbol • • • • 0000*
•
[Aerodynamic
ign Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signetl�ndSealed Pj ar fessionel •
engineer based on ASCE 7. .•
n Roof Height H Job Site
f Slope 9 Job Site
Multiplier Product Approval(NOA)
oring 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)
Required Uplift Resistance Fr Calculated
Average Tile Weight W Product Approval(NOA)
Tile Dimensions I=length Product Approval(NOA)
w=width
' MIAMI-DADE COUNTY
h11a0►h'lk PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD,AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy
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..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo;*ify', state and following...
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein!•0 0•• ••••• 00:0
•••
...... 0000'
RENEWAL of this NOA shall be considered after a renewal application has been filed and.f w8 has 34mf a8 change....
in the applicable building code negatively affecting the performance of this product. :60:6: .
. . . . 000.00
0000..
TERMINATION of this NOA will occur after the expiration date or if there has been 8 rey%ion of change in tjp. •
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endor's8meht of an' ;?c2duct,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.
MuvHInaoe eou� NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3Mrm 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
3Mrm 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
.406.6
6 666646
PRODUCTS MANUFACTURED BY OTHERS: .4.6 •
6666.. 4464 4466..
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NC►A which list attachment,
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adkeaive. :0000:
6669 .6 6 4so 6666.
MANUFACTURING LOCATION:
.. .. .. .. 4444..
1. Tomball,TX. ••••••
. . . . 4444..
660.66
PHYSICAL PROPERTIES: •0• 0 :••••
6. ...
6 0
Prove Test Results 6• 0
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 @158°F., 100%Humidity,2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
n 6
NOA No.: 14-0805.01
Mu►h��FCOUNTY Expiration Date: 05/10/17
Approval Date:09/04/14
Page 2 of 11
EVIDENCE SUBMITTED:
Test AEency 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
Celotex Corp.Testing Services 528454-2-1 TAS 101 1,.QJJ 8
528454-9-1 9 0.00••
528454-10-1 •
520109-1 TAS 101 •••:O• 12•/1$798 ••���•
520109-2 •.•••.
520109-3 •0.90•
.... . .....
520109-6 •
...... . . .....
520109-7 '
.. .. / .. ...0..
520191-1 TAS 101 0.00•• 03/09/99 ••
. 0
520109-2-1 0.00••
LIMITATIONS: 6..e as •
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3M'-m 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 3M'T 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.
NOA No.: 14-0805.01
Mu►ru•owne coup 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 3MT112..:.
0000..
Component Foam Roof Tile Adhesive AH-160 has been dispensed.
.. 0000
9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty-vmo*shalf be ire e ••••:•
accordance with the'Placement Details'herein. Each generic tile profile requires the speeiftt•placement noted ;•••
herein. •••• •
0000..
0000 . 0000.
.. .. .. .. 0000..
0000..
0000..
.. . . ..0 .
. .
MIAMI•DADE COUNTY
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date:09/04/14
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram
Area Weight
Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65
Profiles
Flat,Low, High Profiles #1 17-23 sq. inches 45-65
Flat Profile #2 10-12 sq. inches 30
Low Profile #2 12-14 sq. inches 30
High Profile #2 17-19 sq. inches 30
Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead
edge)20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable rnarld of tl3e• •• ••••.•
manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" gr@*&•Yiami- •,
Dade County Product Control Seal as shown below. •••••• •••• ••••••
CMAMPDADECOUNTY •••• • • • •
•••• • •••••
•••••• • • •••••
BUILDING PERMIT REQUIREMENTS: •• •• •• •• ••••••
As required by the Building Official or applicable building code in order to properly evaluate the iriltallAon otthis ....;.
......
system. •
• •
MIAMFDADE COUNTY
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date:09/04/14
Page 5 of 11
ADHESIVE PLACEMENT DETAIL# 1
Nat�rsaaghplastk �at �� paaylCwn•aihlR�ap Flat/Low Profile Tile
17
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
"`. avis ' of the tile being set.
-•-
��,,,r,• 2. Continue in same manner. Insure approximately 17
(109.7 cmc)—23 (148.4 cmc)square inch adhesive
contact with the underside of the tile.
° Fascia
meq'.. xd �r �v✓
Ears•U•our•_,_, ` �..�"
tlailt9�raavhptasfRcaYmern Medium Profile/ Double Pan Tile
Iwben required;+
' _ -.. _ Vwa9dy tm•a t7�Flatl 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.
softens OP41041al 2. Continue in same manner'fnsUte appr6Riiiigtely 17 ••
` F z .....
r �•�-, �.�, ,,�• �) (109.7 cm )—23 (148.4 Lfh;%4uare inch idhesive
contact with the underside o�'��ie tile. ......
W ....
16 icy a'�,,��.-,�,,�i" spy' .`' • • ••••••`�'+ �y tEsvaCl•sure • •
•••••+ • • •••••
_Fara •• •• •• •• ••••••
•
• • • • ••••••
Na Ows" 'h pI•"Ir rW-" High Profile/Single Pan Tile ••. :•..•
4w6ea roqukedl P1mltCp i nfwAekAil•i •• • • ••• • •
veatfir4yrra6'•Yr �'�:.---''� ' 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
tui.: _ under the pan portion of the the closest to the
In."m° b w overlock of the tile being set.
12. Continue in same manner. Insure approximately 17
22
(109.7 cm )—23 (148.4 cm )square inch adhesive
¢ .=` contact with the underside of the tile.
1� taus tasc&•
lAin`'`,.,, Sia. r''� �*;c,-yam,.,• ,� Esmscira3ure
•.. ,y'fi' ` 1ir4{s edge
NOA No.: 14-0805.01
MIAMFClADE COUNTY Expiration
...• r Date: 05/10/17
Approval Date:09/04/14
Page 6 of 11
ADHESIVE PLACEMENT DETAIL#2
Koff IftmuglaP41aik*am.h4 P'A"jtl ,..,r T4'1 Flat/Low Profile Tile
a requite,,,
u •�yr.• s
' * -�'•��,, ';! 1. Starting at the eave course,apply a minimum 2"(50.8
t 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 the being set. Insure approximately 17(109.7 cm2)
23 (148.4 cm2)square inch adhesive contact with the
gaBD�s�i�nal � � �• .•
underside of the tile.
Faatrs•. - r
2. At the second course, apply a minimum 2"(50.8mm)
s 901��.e. r cr
x 7"(177.8 mm)x 1„(25.4 mm)foam paddy onto the
` r underlayment positioned as shown under the
strengthening rib closest to the overlock of the the
�-
ae -� being set.
3. Continue in same manner. Insure approximately 10”
(64.5 cm)- 12(77.4 cm2)square inch adhesive
contact with the underside of the tile.
Nail thrawgiapinticcemend Medium Profile/Double Pan Tile • •
4*hen requiredl ••••••
—Paddy 413"eadhTile) 1. Starting at the eave course:;%Wly.a minirpWWj 2"(50.8 •
mm)x 10"(254 mm)x 1"(2S.A.mm)fdat7 palddy ....;.
K< onto the underlayment posider;D6as shown under the
pan portion of the tile closestteathe overlock-of the • •
the being set.Insure approxMa ly 17 X109.7 cm2) •;••
ys 'a ,. r=� - ,, 23 (148.4 cm)square inch'8ditr3slve copfacl vQith the°'•'
underside of the tile.
2. At the second course,apply a minimunC2*f 50.8mm)
0 Fn. x 7"(177.8 mm)x 1"(25.4 PA)roam padd}c onto tW...
underlayment positioned as shown unde*ib a;an
r, e F portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2)- 14(90.3 cm2)square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
MIAMI•DADE COUNTY
11 No.: 14-0805.01
° Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 7of11
ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
Naldueugh plastkae High Profile/Single Pan Tile
When raqulm ) '. _PAd419.Mr4d,Tin•? g g
„ ,, ,•,,;� ��'�` �, j 1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
'�, �. •`.�;I ti.,, onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set.Insure approximately 17(109.7 cm)—
•►-�2i� .� ;, , - 23 (148.4 cm )square inch adhesive contact with the
Battens•ptieaat
underside of the tile.
2. At the second course, apply a minimum 2"(50.8mm)
* E•�e• `"; , �k " . x 7" 177.8 mm x 1" 25.4 mm foam add onto the
IQs �f ( ) ( ) paddy
w.•Pi, underlayment positioned as shown under the pan
I 2 rift,� .0'z' ' portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 17"
(109.7 cm)- 19 (122.6 cm)square inch adhesive
contact with the underside of the tile.
.. .
soft* •
.... • •00••
0000•• • • 0000•
•• •• ••••• ••••s•
•
0000•• •
• • • • 0000••
0000••
0..*
•
MIAMI•DADE COUNTY
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 8 of 11
ADHESIVE PLACEMENT DETAIL#3
ME through plasticcement Paddy(between tiles)
Iwhenrequiredl �� 1. On the eave course only, apply a minimum 2" (50.8
Battens optimal P mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy
(
Paddy Junder tile) onto the underlayment positioned as shown,under
single Pam
ontopatte�e �., the strengthening rib for flat tile or under the pan
� to
portion of the tile for low or high profile tile closest
ax a to � to the overlock of the tile being set. Leave
approximately 4" (10 1.6 mm)up from the eave
siogtepaddy ,� =g ag edge free of foam to prevent the expanded adhesive
2 411 ` ` from blocking the weep holes. Insure
' approximately 17-23 int(109.7-148.4 cm2)of
iota.'. adhesive contact with the underside of the tile
ti
EaveCl°stu° 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4
nommmmmms mm)foam paddy onto the underlayment just below
Flatq.ow Profile Tile the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
Hallthrough plastic centent Single paddy under tile pan portion of the tile,closest to the underlock for
lwhen resrykedl
Paddyibetww tdles) the second course tile to be installed. Insure
approximately 8-9 int(51.6-58.1 cm2)of adhesive
Battens r ^� Paddy Ivnderttlel contact with the underside of the tile.
optionat -,, ,�
on top of
(Instructions continued on nekf page)single
,'••°° ••
uod ymitt •••• a • • •
4
1861. tin. ••.••• • • •••••
•• •• •• •• ••••••
Eirve Clare •••••• • ••
Eave Course Easdd • • i•••i• °•••••
Medium ProfUeTile a• • •• :•: • •
•° a
NOA No.: 14-0805.01
QMLAMMIQ�WOWEuwnr Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
Nap through plastic Single paddy under file
twhenrequiredl 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4
ytb '"` °`��t (19 mm)paddy on top of the eave course tile
Battens �aytun��et surface as shown,on top of the strengthening rib
W for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
" smgieuaddy Install second course of tile. Insure approximately
on Elli da
cmZ)- 11
4X4in. , 9(58.1 (71CM2)square inch adhesive
�'' contact with the underside of the tile at the overlap
si,We 3 x 4 in 2 2
ons,, and 7(45.2 cm )-9 (58.1 cm )square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
to in. 2 in. Eave doure
Dtipedge
High Profile Tile
..•..•
• ..•...
.. • ..••
•••.•• •••• ..•••.
...• . ..•••
•• •• •• •• ••••••
•
• • • • ••••••
••••••
NOA No.: 14-0805.01
rtu►ru•nane court r�r F-11-7-11 MOB Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starting at the eave course,apply a minimum 2"
1)Place enough adhesive to achieve es to 70 sq in. Steep required)
red) tions 50.8 mm x 10" 254 mm x 1" 25.4 mm foam
In contact with the pantile. when required) ( ) ( ) ( )
2)Turn covers upside clown.Place adhesive In paddy onto the underlayment positioned as
to in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave
Then install the tile.Ensure 20 to
25 s%In.contact area. - ° tiles from rocking until adhesive has a chance to
underlaymen: cure.
2. Continue in same manner bringing two pan
courses up toward the ridge.Insure
approximately 65 (419.4 cm2)—70 (451.6 cm2)
y , square inch adhesive contact with the underside
--�' of the pan tile.
Sheathing
Eave dosure � -
(mourshown) 3. Turn covers upside down exposing the underside
Weephow Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave
pan tiles.Ensure eave end of pan and cover tiles are flush at eave line.
approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward,free of
foam to allow for expansion.
6666..
6666..
4. Turn cover tile over afltt foam is Wiegand •
place onto pan tile coMM leisure a MAN=of•••"•
20(129 cm2)-25 (161'T 10)square 1 hch :6066:
contact area on each siae olthe cover 411 to the •
6666 . 6666.
pan tile. Continue in fag Kanner. Irim away.....
•
any cured exposed fb adliesive'PQi%4ig of.....
longitudinal edges ofthe cover tiles are
considered optional. 6• 00 06%
. . 666666
5. When additional nailinris r2quired'2;T50.8 •
mm)x 4"(101.6 mm)nailers or the tie wire
system using galvanized,stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 14-0805.01
hfuU71M0 4 COuNTir Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 11 of 11
M14PJNI
® MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy
Polyglass USA Inc.
150 Lyon Drive
Fernley,NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments :600:9
• ......
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo.c,4.gtate ahJ fpllbwing.•••:•
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.••:•• 0 •
RENEWAL of this NOA shall be considered after a renewal application has been filed and 111efe has b0en no change•;••
in the applicable building code negatively affecting the performance of this product. •• •• .• . : 00000
.. .. •• •• 0000..
TERMINATION of this NOA will occur after the expiration date or if there has been a reyisibn:)r chajlge ip the ;•
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of lhj product,•
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tvcomply with amsection•0
00
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 revises NOA#12-0713.02 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0717.08
MIAMbDA UUNNOT141 TY Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 1 of 9
ROOFING COMPONENT APPROVAL
Catezory Roofing
Sub-Category: Underlayment
Material: SBS ,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 6598"x 3133/8" membrane,glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,slate
tiles and shingle underlayment.
Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 65'8"x 3133/8" membrane,glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile, slate
tiles and shingle underlayment.
Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering,
Manufacturing Location 65' x 3933/8" APP polymer modified, fiberglass reinforced,
#1  Or 65' x 3' bituminous sheet material for use as an
60 mils thick underlayment in sloped roof asserrNiw • •• •••
Designed as an ice&rjilies'I field. •
Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self'aering,glass- ,•••
(Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforcedwaterproofinj :0000:
Manufacturing Location 80 mils thick membrane.Designed as annetal rovTirig and roof••••
#1  tile underlayment. "•••• •••••
.. ..
00000 ••..••
Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane,....:.
Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester i;infotged,w4 agranular••••
#2 130 mils thick surface designed for usVas A tile rg8f;•; •
underlayment. ..
Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufacturing Location 61' x 3933/8" D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane.Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
MIAMI•DADE COUNTY
NOA No.: 14-0717.08
Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 2 of 9
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester
Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as
#2 60 mils thick a a roof tile underlayment.
Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen
32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded
back face and a granule top surface. For use in
roof tile underlayment systems.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Trinity ERD P10870.09.08-R1 TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.11 TAS 103 03/02/11
P33370.04.11 ASTM D 1623 •04/26/11
P36900.09.11 TAS 103/ASTM D4798 &F14 • -09/j1/11 ....;•
P37300.10.11 TAS 110/ASTM D4798 &DZ970• .11)7?Sl/I l
P40390. 08.12-1 TAS 103 &TAS 110••:•• W66/12 ••••••
P40390.08.12-2 ASTMD 1623 ••••.• •08/Q7/12 ;••••;
P40390.10.12 ASTM D 1970 •....• :11)703/12 .....
P37590.07.13-1 ASTM D6164 •••••• 47/03/13 ..:..•
P45270.05.14 TAS 103, TAS 110&AWNf• *10e14114 ••••:-
D1623 :";•; •
P46520.10.14 ASTM D1623 :.14403/14 •'••'•
P44360.10.14 TAS 103 &TAS 11op.,*•; •.10JQ7/14
P43290.10.14 ASTM D 1970&TAS 110 0.lO17/14
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06
PUSA-055-02-02 TAS 103 12/10/07
PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798 &G 15 5 04/01/08
RX14E8A TAS 103/ASTM D4798 &G155 11/09/09
DX2313813 TAS 103/ASTM D4798 &G155 02/18/10
DX23138A TAS 103/ASTM D4798 &G155 02/18/10
CBMT47MI
DARE COUNTY
NOA No.: 14-0717.08
Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 3 of 9
INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Membrane: Polystick membranes self-adhered.
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(2) Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Membrane: Elastoflex S6 G,hot asphalt applied.
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non-insulated
Deck Description: Min. 19/32"plywood or wood plank ••••••
0 0 6 0660.6
System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-0a,&wr d. •
0000.. 0000 0000..
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. •6 0;0 0 0 6 •
00
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a."rfrpum 4;,%ea lap. (Poor
00.
r •
base sheet only) "" 60:06
0000.. . . 0000.
Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and'minirAwaTO vertical....
(Optional) laps. :00:9: 0
. . . . 0000.0
Membrane: Polystick TU Plus,self-adhered. ••0 0 0•
. . 66666
Surfacing: See General Limitations Below. •• • 6 000 .
0
6.0
MIAMI•DADE COUNTY NOA No.: 14-0717.08
. , Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 4 of 9
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and
sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/s" and end laps
shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of
the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building
code.
4. When applying the membrane in the valley, start at the low point and work to the high point,rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention
to lap areas.
7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pr;"A;be use4l.....
in asphaltic shingles,wood shakes and shingles,non-structural metal roofing, roof tile.systems andy slate
roof assemblies.Polystick TU P may be used in all the previous assemblies listed exmvt:metal rooigtigr 0.4.4.
Polystick IR-Xe maybe used in all the previous assemblies listed except metal roofirfelild toof tile systems. ;,•••;
Polystick TU Max may be used in non-structural metal roofing and roof tile systems..TPattoflex U.Q:may be •
used in roof tile systems only.
0000 . 0000.
0000.. .
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. f hetigk shajl be free of...
0
irregularities. 0
000.. .
. . 04.00.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existira 1469 •
membrane as a recover system. 4
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days
listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;
not to exceed the preceeding maximum time limitations.
Exposure Limitations(days)
MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus
S6 G
Winter Haven, 180 90 180 180 180 180 180 90 180
FL.
Hazelton,PA. N/A 90 N/A 180 N/A N/A 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.
NOA No.: 14-0717.08
Mu►iHi•aaDe cout�rr Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 5 of 9
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6
G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is
limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to
mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically
fastened roof tile applications with the exception of mortar set tile applications.
9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as
follows: (See Table Below)
Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS
TU P,Tile Pro, Max Plus'
Dual Pro
Flat Tile Prohibited 4:12 No limitation No limitation 5:12
without battens
Profiled Tile Prohibited 4:12 TNo limitation No limitation 4:12
without battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are
required for both loading and installation of tiles at all times.
'The following limitations shall be apply when using Polystick MTS Plus:
• Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to
slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1
below)
• Battens shall be used for stagging of lugged tiles above 4:12 :...:.
• Battens shall be used for stagging of flat tiles above 5:12 • • •
•• • •s•• •
Slope ..•�.• •!!• •.....
}< y4t g5 y ( y •••• •
•
Ei`
�v
!!••••
, iP 4 _� a �-�� •• •
t °u
Figure 1: Stagging Method
9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment
system when a applied using the stagging method outlined above.
NOA No.: 14-0717.08
MAMMA COUNTY Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 6 of 9
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 Tues
CL
(6 Max. Per Stack)
m12
N
Z
iD
Fmof Deck prepared with
POLWnCKIU Plus
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus,
Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with
any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,
Polystick TU Plus,Polystick TU P, Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G
as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus
Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick D%ul Pio.Polystick Tile Pro••••;•
or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdittioh(AHJJ bP 14e
Miami-Dade County Product Control Department for approval provided that appropriate 181umentation is •
provided to detail compatibility of the products,wind uplift resistance, and fire testing:a sults. 0• ••••
.... . .....
LABELING:
...... . . .....
'
see***
1. All membranes or packagingshall bear the imprint or identifiable markingof the manu �e LeJs name o logo, city .0and state of manufacturing facility and the following statement: "Miami-Dade County Produdt Control Approved.'..%
or the Miami-Dade County Product Control Seal as shown below. :"•••
MLAM•DADE • • •
•• •
E,0 =1
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1.This Notice of Acceptance.
2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
MIAMI•DADE COUNTY NOA No.: 14-0717.08
.= Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 7 of 9
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable.
Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"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,
XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between
the application of the lap.The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile
Loading Guidelines. See General Limitations#9 and#10.
6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's,must be used on all projects for
pitch/slopes of 7"/12"or greater. It is suggested that on pitch/slopes in excess of 6 I/4"/12",precautions should
be taken, such as the use of battens to prevent tile sliding during the loading process. 0 0
0000
7. Minimum cure time after membrane installation&before loading of roofing tiles is FQrtyjf%ght(48)Hou..rs. ••••;•
8. Polystick membranes may not be used in any exposed application such as crickets, exp;:QAYalleyS,.,* w*!posed0.0.:0
roof to wall details. 0 0 0:0.
0000..
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polypluse)-*Promium�V Died •
Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Pi';*lum Modified. .•;.••
Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,f IQ*ed b;a ea&&of tha....
Polystick material of like kind should beset and hand rolled in place over the area ne"xgctich repairs Patching •
membrane shall be a minimum of 6 inches in either direction. The repair should be i4talle&in such g jggy so ••••••
that water will run parallel to or over the top of all laps of the patch. '
. 0000..
10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglacs'requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
MIAMI•DADE COUNTY
NOA No.: 14-0717.08
. , Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 8 of 9
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association(NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
.000.0
0000..
.. 0000
0000.. 0000 0000..
0000..
0000..
0000
0000..
0000 . 0000.
0000 0000 0000..
0000..
0000..
0
. . 0000..
.. . . ... .
MIAMI-DADE COUNTY NOA No.: 14-0717.08
Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 9 of 9
MIAMI-DADE COUNTY
MIAMNDADE g PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Lov/economy
Sulacer USA,Inc.
6801 NW 77 Avenue,Suite#302
Miami,FL 33166
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�xi�aing Code
669066
including the High Velocity Hurricane Zone of the Florida Building Code. •
.. 0 0000
00000. 0000 000000
0000..
DESCRIPTION: Altusa 'IS" Clay Roof Tile ••••••
0000
0000..
0000 . 00000
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logb.,En, state and Iollow"t•••
.. .. 00 00 000000
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 there has DtV10 b cha4ge •
in the applicable building code negatively affecting the performance of this product. •0 0• 0 000
00. :•'••
0 .
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA No. 12-1203.07 consists of pages 1 through 7.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 14-0605.03
MIAMI•DADE COUNTY Expiration Date: 08/26/19
Approval Date: 08/28/14
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Roofing Tiles
Material: Clay
Deck Type: Wood
1. SCOPE
This approves a roofing system using Altusa 'IS" Clay Roof Tile as manufactured by Sulacer, S.A. de C.V. and
distributed by Sulacer USA, Inc., as described in Section 2 of this Notice of Acceptance. For locations where the
pressure requirements, as determined by applicable Building Code does not exceed the design pressure values
obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Altusa"S"Clay Roof Tile Length: 18.75" ASTM C 1167 High profile,one-piece, `S' shaped single roll clay
Width: 10.75" tile with a nominal 2-'/Z inch headlap. For direct
Thickness: 0.46" deck nail-on,mortar set,or adhesive set
Height: 3.6" applications.
0000..
0000..
Trim Pieces Length:varies TAS 112 Accessory trim,clay roof pies for jAtVthips, •.
Width:varies rakes,ridges and valley'feW1Aations.*
varying thickness Manufactured for each 0TV profile. %••••
6 0000..
666. 6 0060.
60600. 6 . 66000
2.1. MANUFACTURING LOCATION 6. 6• so ** 6•••••
6
0000.. .
1. Pimienta Cortes Honduras • 6 •
0000..
666666
. . 060006
2.2. EVIDENCE SUBMITTED •6 .
. 6.6 •
.
Test Agency Test Identifier Test Name/Report Date
American Test Lab of South RT0426.01-11 ASTM C 1167 05/07/11
Florida
American Test Lab of South RT0706.01-11 Static Uplift Testing 07/11/11
Florida TAS 101
American Test Lab of South 2397-116 ASTM C 1167 06/28/07
Florida
American Test Lab of South RT0712.02-13 ASTM C 1167 07/19/13
Florida
American Test Lab of South RT0714.02-14 ASTM C 1167 07/29/14
Florida
American Test Lab of South RT0808.01-14 Aerodynamic Multiplier 08/13/14
Florida Restoring Moment Calculations
NOA No.: 14-0605.03
Mu �•oawe counmr Expiration Date: 08/26/19
Approval Date: 08/28/14
Page 2 of 7
The Center for Applied 94-083 Static Uplift Testing April 1994
Engineering,Inc. TAS 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995
Engineering, Inc. TAS 102
(Quick-Drive Screws,Battens)
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-78 TAS 100
Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000
PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 October 2001
Redland Technologies 7161-03;Appendix III TAS 102 Dec. 1991
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II TAS 108 (Nail-On)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108 (Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108 (Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Teisting�of :•9epr 1993...•••
screw vs.smooth shank%4its ; ••.• •'
Walker Engineering,Inc. Calculations Aerodynamic Multipfit?:** M"dfch 1999...
0000•• •
0••
•00 •
0
Walker Engineering,Inc. Evaluation Calculations 25-7183 •••+•• ri�,c� 1995 •
0000
Walker Engineering,Inc. Evaluation Calculations 25-7094 0000.. February 1956:••'
Walker Engineering, Inc. Evaluation Calculations 25-7496 ,, •April 1996••, •
Walker Engineering, Inc. Evaluation Calculations 25-7584 tieeeiatiber 1SV6"'•
25-7804b-8 0.00••
.. 0000
25-7804-4&5 • '
25-7848-6
NOA No.: 14-0605.03
MIAMI•DADE COUNTY Expiration Date: 08/26/19
Approval Date: 08/28/14
Page 3 of 7
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-Dade Product
Control 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 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.
3.8 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Altusa `S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118,RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w) ••••••
Tile Profile Weight-W (lbf) Length-1 (ft) Widffl-V.(ft)
.. ... sees ... ..
Altusa "S" Clay Roof Tile 6.5 1.56 . .. . 0.9. ;•• •;
sees..
sees . sees.
Table 2: Aerod namic Multipliers - ft '""' .e. .
Tile '%(ft ) ...... ;.(ft3 •
Profile Batten Application Ditect Beck [Lcation... ;
Altusa "S" Clay Roof Tile 0.269 0.291 "•'
. e
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
2": 12" 311: 12" 4": 12" 619
: 12" 611: 12" 7": 12" or
greater
Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct
Deck Deck Deck Deck Deck I Deck
4.70 4.71 4.63 4.65 1 4.54 4.57 1 4.43 4.46 1 4.30 4.34 1 4.16 1 4.21
MAN-MADE CNOA No.: 14-0605.03
OUNTY
Expiration Date: 08/26/19
Approval Date: 08/28/14
Page 4 of 7
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Altusa "S" Clay Roof Tile Mortar Set 24.50
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".
ALTUSA MADE IN HONDURAS
LABEL FOR ALTUSA"S"CLAY ROOF TILE.
(LOCATED ON THE 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 Building Official or Applicabte.jiailring co�.e.iln order to*:
properly evaluate the installation of this system. •
SSSS.. .•.. SSSS..
••.• • •Soso
•
00.0 000
•
••SSSS • •
•SSSS•
• .
MIAMI•DADE COUNTY
NOA No.: 14-0605.03
Expiration Date: 08/26/19
Approval Date: 08/28/14
Page 6 of 7
e
PROFILE DRAWING
•
18-3/4"
• • • .sees•
•ease• •••• ease..
•
ease.•
• • Ye88%
ease • •eia•
10-3/4" .e.•8. • ..••.
sees sees sees..
. . . . ease..
sees..
. . .9800.
.. sees
• .
ALTUSA `S' CLAY ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 14-0605.03
MuN M�•�e counmr Expiration Date: 08/26/19
Approval Date: 08/28/14
Page 7 of 7