RF-15-1781 f' tr 3c 0 r r�rYWyyyy��
k `
,soreEs , All
Miami Shores Village
10050 N.E.2nd Avenue NE ` W � � �
Miami Shores,FL 33138-0000 R `
Phone: (305)795-2204
c� Ilf�ftt7 �� {I
`
Expiration: 0113012016
.61312f,� �
Project Address Parcel Number Applicant
1270 NE 95 Street 1132060144060 HELEN TRACY
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
HELEN TRACY 1270 NE 95 ST
MIAMI SHORES FL 33138-2550
Contractor(s) Phone Cell Phone
ISAACS ROOFING&INSULATION CO'! (305)234-5234 (786)277-9756 Valuation: $ 20,300.00
Total Sq Feet: 2735
Type of Work:Re Roof Available Inspections:
Additional Info: RE-ROOF TILE TO WHITE FLAT TILE Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00
CCF Invoice# RF-7-15-56362
$12.60 07/16/2015 Credit Card $50.00 $801.60
DBPR Fee $4.50
DCA Fee $4.50 08/03/2015 Credit Card $801.60 $0.00
Education Surcharge $4.20 Bond#:2801
Permit Fee-New Roof $300.00
Scannina'f�ee $9.00
�
Technolcfgy Fee $16.80
Total: $851.60
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In considgrgtion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining.:*reto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting_t8s permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required f&rELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work.
OWN ERS=)auFFIDAVIT: I certify that all the foregoing information ccurate and that all work will be done in compliance with all applicable laws regulating
construction` land zoning. Futhermore,I authorize the above- contractor to do the work stated.
August 03, 2015
"horized Signature:Owner / Applica actor / Agent Date
Builcjfng Department Copy'
August 03, 2015 1
Miami Shores Village
Department JUL s 2015
Building
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 'P :,---- --- -�
Tel:(305)795-2204 Fax:(305)756-8972
�! INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 1 �4
BUILDING Master Permit Nolz�_ , 9 —
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 0._Q7\
City: Miami Shores County: Miami Dade zip:
Folio/Parcel#: k\- �o��n -C\\-N- Com.(� Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder):_ t�Q1p.�\ L_ �� Cmc+� Phone#: OS ASS-O-kON
Address: a.�o
City: QT_> State: �L Zip: Iz
I?A3S
Tenant/Lessee Name: Phone#:
Email: (
�
CONTRACTOR:Company Name: L
�` S ` �'%;'. 2c2 Phone#:
Address: \-3,a.� S C�'��i.e �.� <So'
City: S2 State: F Zip:
Qualifier Name: \�,;.c�fl nQ� SbL Phone#: 3WS
State Certification or Registration#: cc__ Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ <4b 30o Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: QQ. F 7-o' . —\<n) 7t ua �� •�
Specify color of color thru tile: 7�
Submittal Fee$ Permit Fee$ LJ�r CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ 5)0 ''l
TOTAL FEE NOW DUE$ �/
(Revised02/24/2014) Go Go,
9
Bonding Corripany's'Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature i1 Signature,
OWNER or A NT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
\\� day of 7�i��.�. 20 \4z, by day of .��. 20 N� by
HLIN L Co� ,who is personally known to SU" who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: -
Print: <: Print:
HANNA FADUL HANNA FADUL
Seal �� � ; Seal:
i p� = Notary Public-State of Florida _ Notary Public-State of Florida
) �= My Comm. Expires Apr 30,2016 � i L s,zc My Cumm. Expires Apr 30,2016
Commission # EE 193985 Commission #EE 193985
*******sM
�w�
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
OR
IS 9.32s Miami Shores Village
soon MINIM Building Department
10050 N.E.2nd Avenue
��0� 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 Date:
10050 NE 2"d Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address: wNC-- qs
Roofing Permit Number.
Dear Building Official:
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 f f
ttac roc o ad
1 PrP $ � P
valorem taxation.
❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
r
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this 1 day of ��
.,; HANNA FADUL `
Notary Public -State of Florida
%. My Comm. Exp
Notary Public, Sate of Florida at Largeires Apr 30,2016
comrnicsion# EE 193985
• 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
MIAMI Miami-Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Section A(General Information)
Master Permit No: Process No:
Contractors Name: Isaacs Roofing 7
Job Address:
. . . .... ......
Roof Category ••' ••• ••
❑ Low Slope ❑ Mechanically Fastened Tile Aklertar/Adhesive Set.Tile
......
❑ Asphaltic Shingles 13Metal Panel/Shingles UN: food Skngies/Shakes..
...... .... .....
Sprayed Polyurethane Foam El ether.
.. .. .. . ......
. . ......
Roof Type •.•••••
.
•
❑ New Roof ❑✓ Re-Roofing 1:1 Recovering 1:1 Repair 1:1Maintenance •0 0:'*
? El
Are there Gas Vent Stacks located on the roofYes No If yes,what type? El Natural ❑ LPGX
Roof System Information
Low slope roof area (ft?) Steep Sloped area(ft.2) 2-7.3 Total (ft 2)1 Z 7.3 S
Section B(Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include
dimensions of sections and levels,dearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Comer Size(a'x a'):
JUL 1 2015 2g
y5 �
,CITY
r -
V� 1 V
i
li i int-I- E i)f RAI-
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof stem
Roof System Man
ufecturer:
Product Approval Number: z r •
y �2-
Minimum Design Wind Pre urgs,liApplicable-(From RAS 127 orCalculatidnr!• •: ....:.
/. 'P1. ......
Pi: P3: � ' ......
Maximum Design Pressure •••••• •• •••••
.��ProductApproval Specific System: �• •• '•••••
Method of Tile Attachment: lj,� ••
Steep Sloped System Description
Deck Type;
R��lope: Type Underlayment•
/
�. tz
fnsulatiio-n:
Fire Barrien
astbnet Type&Spacing:
Ridge Ventilation? Oj/ ?C
AZthesive Type: //
Type Cap Sheen
Aoat Covering- --
'1
Mean Roof Height:
Type&Size Drips
Edge:
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Sectlon E (Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values
for M,with the values from K.If the M,values ere greater than or equal to the M,
values,for each area of the roof,then the the attachment method Is accepUWe. .'. "•' ••••;•
ee a ...
thud 1 "Mpment Based Tile Cal ulatians Per RAS 127" • • '•"'
P x ! - 1. 'o, _fro / Product Approval M,� • '3O ::*Soo:
( �_y.�)-Mo.2; Mfg/ �Z Product Approval M; , •••••
(Pa:1�D x x,,,311 -Mo:'
Mr.r 1 _pts roduct Approval M,:.prGs���••�.� .•:..•
Method 2"Simplified Tile Calculation Per Table Below" ...... •
Required Moment of Resistance •
(M,)From Table Below Product A revs!k!: ....:.
......
M Re Uir@d iNl0tltei3t ReSiStanCE'" •• • • 000
• •
Mean Roof Height—i • •
Roof Sio a 15' 21)' 25' 30' 40'
2:12 34.4 3b.5 38 2 39.7 42.2
3:12 32.2 34.4 36.0 37.4 39.8
4:12 $0.4 32.2 33.8 1 35.1 37.3
5:12 28.4 30.1 31.6 32.8 54.9
6:72 26.4 28.0 28.4 30.5 32 4
7:72 24.4 25;9 27.1 28 2 30.0
'Must be used in conjunction with a list of moment based the systema endorsed by the
eroward County Board of pules and Appeals.
For Uplift based tile systems use Method 3.Compare the values for P with the values for
F,.It the F'values are greater than or equal to the F,values,for each area of the roof,then
the the attachment method Is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 12
(P''—x 1'—= 7'---x w:=�I-W: x cos 0: - a F. Product Approval F'
(Pr:_x 1: x w=: `I—W:X cob o:_=Fn_ Product Approval F
1P'' x 1 —__.x wx_j—W:x Cos 0.—=..F F,, Product Approval In
Who re,to Obtain information
Description m o
Where to find
NOMW Pt or P2 or P2 rt 'Z'7hb41 or by a" IiV"Psis P""$Od PE based ca ASCE 7
alnn RAoI H JoDa"
ROOT a Joe 84e
Ae amid Mto Pfodua
Restoring WuoaadW p rioaHgr ProdxtApproval
Ah2dlmpM Mstspna lA reducl
Reouired moneel Rbaunnn 0e1VAa0
M'nimvm A:fachmod Radmame r Pro0„rt 1
Revuired It Ret,tai fw F. y
Are lAe w PMAM AP9W W
1de�lrelWOns t�laripy
w.wiylh PrWep Appoval
An cataria—.MUNI 04 SWOA eo 10 ttte eu olfi e M Ibe Nese of
MIAM
'Delivering Excellence Every Day"
SECTION 1524
HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
"'hapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the
industry for roofing system installations. Additionally, the following items should be addressed as part of the
3.greement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
Y •
1. Aesthetics-workmanship: The workmanship provisions of Chapter 15:(tk* Velddt yHurt'iCwr
X�neare for the purpose of providing that the roofing system meets the wind resistance-and wattsrVntrus1QU:.
performance standards. Aesthetics (appearance) are not a consideration with respetf t8•OVorkmaffship prpv.Wons.
Aesthetic issues such as color or architectural appearance, that are not part of a zonin-,cede, Should be a;Jd;gssed
3ts part of the agreement between the owner and the contractor. •••••• •••• •• •••
.. .. .. . ......
L 2. Renailing wood decks: When replacing roofing, the existing wood rodf Wdk may have to be •.
.emifed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane ZOAB )*of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing fflof Systev1 ).:•:
.. 11
'( 3. Common roofs: Common roofs are those which have no visible delineation between neighboring
am 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, roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
,ause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
iistress and may require the review of a professional structural engineer. Ponding may shorten the life
-Ixpectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
-oofing 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
eve oaded 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.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
in or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
-educed. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate
:he attic venting, venting shall not be required.
Dwner's/Agent's Signature: E&L Date:
7]ontractor's Signature- Permit Number:
Property Address: S Q��
MIAM
MIAW-BADE COMM,
DEPARTWA"r OF PERMITTING,EN"t°IROM►1EXT,A?1'D REGULATORY AFFAIRS"RA) PRODUCT CONTROL I 1 903 SRI 26 Soom 2011
BOARD AND CODE ADMM(STRATION DIYISTON Martel,itpid ra,Room Ma
ids3i17S-2174
1tiOTICEOFACCEPTANCE OA T(796)Sts_2590 rna6)315-2599
ww w mirmidxdepov/cera
Boral Roofing,LLC
757S Irvine Center Drive,Suite 100
Irvine,CA 92618
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 Miimi-Dade County PERA-Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
Phis NOA shall not be valid after theiration date stated below.The
(In Miami Dade County)and/or the AHI(in areas other than Miami ade County) reserve the ighhti-Dade Countyc to haveothisection
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 ANJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails go
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:Barcelona 900 Concrete Roof Tile ••••
. . .... ......
LABELING:Each unit shall bear a permanent label with the manufacturer's nameor logo,CIV,stale and IoTlowin� ••
statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein."':" ••••
RENEWAL of this NOA shall be considered after a renewal application has been Fled and Olie'llas been ice..:. •
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 theca has been a mvigbn bt change in t*te •
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorlerW of any Erodu'a, ••
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 ofNOA. ......
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followea"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#07-0220.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
rstaMl•DADE COU NOA No.:12-0222.02
' '■ Expiration Date: 04/26117
Approval Data 04/19/12
Page t of 7
ROOFING ASSEMBLY APPROVAL
e
� ;eeorv: Roofing
sub—cat Roofing Tiles
at hConcrete
Deck e: Wood
1. SCOPE
This NOA approves a system using Barcelona 900 Concrete Roof Tile,as manufactured Bora)
Roofing LLC in Lake Wales, FL. and described 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 the
installation section herein. The attachment calculations shall be done as a moment based system..
2. PRODUCT DESCRIPTION
Manufactured by Test
Product
Aa licant Dim_ensians S"clfj2jdpns Denription
Barcelona 900 1=17" TAS 112 High profile,interlocking,one-piece,'S, .
w—13" shaped,high-pressure extruded concrete roof
YS'thick the equipped with three nail holes. For direct
deck;or battened nail-on,mechanically
fastened,mortar set or adhesive set
applications.
Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete....
Width:varies roof pieces for use at hips,raps,ridges and'..... ••••••
varying thickness valley terminations manufachJ44 fo*ach tik.. • •
profile. •
...... .. ......
2.1 MANUFACTURING LOCATION *00:00
•
2.1.1. Lake Wales,FL. •••••
...... .... .....
2.2 SUBMITTED EVIDE.-ICE: •• •• •• •••• •
TestAt!eety Test I_denurier Test Kameftlzgrt '14te •••• •
Redland Technologies 7161-03 Static Uplift Testing Dec,.1991 •••••
Appendix III TAS 102&TAS 102(A) " '
Redland Technologies '
g 7161-03 Wind Tunnel Testing Dec. 1991
Appendix I) TAS 108(Naii-On)
Redland Technologies P0402 Withdrawal Resistance Sept. )993
Testing of screw vs.smooth
shank nails
Redland Technologies Letter Dated Aug, 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108(Nail-On)
qML4kMbDADEC NOANo.:12-0222.02
� Expiration Date: 04/16/17
Approval Date: 04/19112
Page 2 of 7
V VI JV/ rVJ'l LV.Vr IIID VVVIVJVVIV .Q,vv rr, r-rr
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108(M. ortar Set)
Professional Service Industries, IC-1320.94 Physical Properties Feb. 1995
Inc. -TAS 112
The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996
Engineering,Inc. 25-7688-10 TAS 101(Mortar Set) July 1996
The Center for Applied 25-7688-5 Static Uplift Testing June 1996
Engineering,Inc. 'TAS 102
(3"Headlap,Xails,Direct
Dec1;New Construction)
The Center for Applied 25-7688-4 Static Uplift Testing June 1996
Engineering,Inc. TAS 102
(4"Headlap,Nails,Clips)
Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998
Testing Services 520191-2-1 TAS 101 March 1999
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999
Walker Engineerin&Inc. Calculations Two Patty Adhesive Set April 1999
System
Walker Engineering,Inc. Evaluation 25-7183 Mamh 1995
Calculations
Walker Engineering, Inc. Evaluation 25-7094 February 1996
Calculations
Walker Engineering,Inc. Evaluation 25-74% April 1996
Calculations •
Walker Engineering,Inc. Evaluadon 25-7584 •.
Calculations 25-78004 ...... •• ••••••
25-78044&5 •
25-7848-6 .... ••••
. . ...... .....
Walker Engineering,Inc. Evaluation Restoring Moments Due to f'>?uary 2001 •
Calculations Gravity """ "" •
Nutting Engineers 122 TAS 112 Jepyary 2007 . ••
M 1AM1•DADECOUFITII KOA No.:12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/32
Page 3 of 7
3, LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set file 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 tut in accordance with`TAS 112,appendix'A•.Such testing shall be submitted to
the Building Code Compliance Office for review.
3,4 Minimum underlayments 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 the applicable Building Code.
4. INSTALLATION
4.1 Barcelona 900 Concrete 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(1 x w)
Tile Profile Weight-W(lbf) L,ength•1(ft) Width-w(ft)
Barcelona goo 11.5 1.477 9.08
Table 2: Aerodynamic Multipliers
Tile
Profile Batten Application Direct Deck'appAcation*
Barcelona 900 •• •• ••••••
0.289 0 1 • •
Table 3: Restoring Moments dile to Gravity-M,(ft4bf) .....
Tile 2,.:12" 3,,:12" 4":92" ......-7"r: ..:..
Profile 6":92" 6':12` . • 12 a .
.. .. geaWr ....
Barcelona Battens Direct Battens Direct Battens Direct Battena Direct Battens Dime Battens �Direrj •'
900 Deck Deck Deck Deck DICk .pew. ••••••
7.28 8.13 7.21 d.05 7.9 0 7,93 6.96 7.78 6.79 1, 1 13.67 i 7,40 ••••
HLAM noeCou NOA No.:12-0222.02
Expiration Date: 04126117
Approval Date: 04/19/12
Page 4 or 7
7" /)tel
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.
1
To.
1�,tc i
00,50 ► Zh Lcic
Re: Owner's Name T
Property Address 12:10 NE q5 Ski'
Roofing Permit Number T-)F 1�6 I
Dear Building Official:
I Tt)UgG Tel S 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.
Qualifyinggent
— � �_ f i
Sig'natuie U Qu6lify ng Agent
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this /3
day of 20
(SEAL)
HANNA FADUL 4
Notary Public-Siate of Florida '
1.
Comm Expires Apr 30,2016
J,`
Personally known sominis for #1 EE 193965
or Produced Identification r <
C:\Documents and SeuingsWc I\My DocumentsiSiatisticsGraphs_2Utoofing Affidavit Compliance-9 26 07Fillable.doc
r
Florida International Engineering and Testing Lab LLC
F * 19E * 7500 NW 25 Street,#241, Miami, FL 33122
FLORIDA INTERNATIONAL ENGINEERING Telephone: (305)378-1991-Fax: (305)378-1997
&TESTING LAB
INSIGHT-INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273
---------------------------------------------------------------------------------------------------------------------
SITE SPECIFIC INFORMATION
Owner's Name: v--- l V4.z_
Job Address: 1-2-10 r.
Roofing Contractor: -1 t t�
Permit Number:.�Z_-r- (�- [le ?type of Tile: e-S(V &4 CkM i
Approximate Roof Height:t1feet Slope: 3 12 Approximate Square Footage: �� f� ftZ
Type of Access to Roof: ,<1 Ladder ' N G ��7 L VA T t Cv,
Other Required Te ging Force: 35 lbs. Testing Equipment: F.G.L. 1 0x Shim o Instrument
Date Installed: L--lDate of Inspection: kb 1 1.57
--------------------------------------{ -r -----------------------------------------------------------------------
TEST RESULTS
P=PASS, F= FAIL
Test Test Test Test Test
Location P or F Location P or F Location P or F Location P or F Location Por F
1 7 21 41 61 81
2 22 42 L 62 82
3 23 43 63 83
4 24 44 64 84
5 25 45 65 85
6 26 46 66 86
7 27 47 67 87
8 28 48 68 88
9 29 49 69 89
10 30 50 70 90
11 31 51 71 91
12 32 52 72 92
13 33 53 73 93
14 34 54 74 94
15 35 55 75 95
16 36 56 76 96
17 37 57 77 97
18 38 58 78 98
19 39 59 79 99
20 40 Z 60 80 100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
ADDITIONAL TEST INFORMATION
Perimeter Width: ft RESPECTFULLY SUBMITTED BY:
Area Units or ftZ No. of Tests
Perimeter 1, 592
Field ,b
Corners
Hips& Ridges 14 0 J2 Vinayagar M.Balakrishnan V
State of Florida Lie#63107
FLORIDA INTERNATIONAL ENGINEERING VESTING LAB, LLC
Job Address:
;2- 9% �L
Contractor: E4 ce
Sketch of Roof (NTS)
10,
Vmoo
f I
Notes
---- ----- •---- --------•-
TablgAch
ent Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-0n Systems
Tiletener Type Direct Deck Direct Deck >3attens
Profile (min 15/32-'
(min.19/32"
plywood) plywood)
Barcelona 900in Shank'NaBs 2g,g 41 78Ah Or ScewSliank Nap6.i 6.8 2.6 or S&mShar*Nails.! ,A 9.2 73.1r8:screw 20.7 `20:7 t8.1
#8 Screws 43.2 r43 2 29.8
1-1 Od Smooth Or�ew Shank Nall 23.1 33.1 19.0
leld Clip)
1-1 od Smooth or Sri eW Shsnk Nag 29.3 29:3 24.70
Eavetri
.2 d Smooth or Screw Shank Nalls 27.6 27.6 38.8
Fleld
2-fOd Smooth or Screw Shank Nails 38.1 38.1 41.6
Save C5
Table 5: Attachment'Resistance fxpressed as a Moment Mf{ft-!bf)
for Two Patty Adhesive set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
EBarcelona goo Adhesive 29.3
See manufackves corn onent i
p�f`0'131 for installation reguirwents. •
2 Dow Chemical TileBonci Average weight per patty 10.7 darns. • ••• •""'
o! foam Product.Inc.Average wei h1 n&r rm#ua3 rams. �..� : .. . •
Table 6: Attachment Resistance Expressed as a Moment-Mf{ftli ... •
for Single Patty Adhesive Set Systems .... . :• •
Tile •••• .....
Tile Application Minimum Attachmen •
Profile I
Real§f�ln'ce •••••
Barcelona 900 '•""
Pol oam Pp► rolm •
Po oam PolvProTm gg •
3 Lar a add !acement of 63 rams of Poi Pro*M. • '•""
q Medium • "••
lacerner<t or 2 rams or Pol Pro"'•
.. . • ...
FBa�rc-elonaGOO
ble 7;Attachment Resistance Expressed as a Moment•Mf(ft-lbf) •
for Mortar Set Systems
Tile Tile Attachment
ofile Application
Resistance
Mortar Set 24�5. Tile-Tice Rcof Tile Mortar
MIAMI Wit)t?tOtJ NOA No.:12-0222.02
' Expiration Date: 04/2&17
Approval Date: 04/19/12
Page 5 or 7
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below,or following statement:"Miami-Dade County Product Control Approved".
LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH 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 documems required by the Building Official or applicable building code
in order to properly evaluate the installation of this system.
. . •
...... .. ......
.... . .....
. 694V.
.. .. .. . ......
. . . . ......
YOA No.:12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 6 of 7
PROFILE DRAWING
NAIL HOLES
OVERLOCK
35/8"
`^ 13
rs..
UNDERLOCK
• •
000
•
BARCELONA 900 CONCRETE ROOF TOLE ••' 0-0:0
• : ••
•
END OF THIS ACCEPTANCF- ••wwwGoo• 0 :0000
w
• • ••••••
•• •• •• • ••••••
•
• • • •
• • • • •
:VOA No.:12-0222.02
' Expiration Date: ovwu
Approval Date: 04/19/12
page 7 of 7
M® MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aoy/economy
Polyglass USA Inc.
150 Lyon Drive
Fernley,NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
0000
RENEWAL of this NOA shall be considered after a renewal application has been filed ana.tberq has beFinq change, •
in the applicable building code negatively affecting the performance of this product. 00000* 0.:
0000..
0000..
TERMINATION of this NOA will occur after the expiration date or if there has been a reyisit%or cho4gg fq the •
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of, product•.:.•.
for sales advertisingor an other purposes shall automatically terminate this NOA.Failure ct•0m 1 rt# sec i 9 0.•
Y PmP Y .�, 44 P Y�'►L '�D' �14I1...
of this NOA shall be cause for termination and removal of NOA. 0000..
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Couoty,„Florid;,0 0*0 follow •;
by the expiration date may be displayed in advertising literature. If any portion of thMOA. is dls�f+ed,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
MIAMMAD,COUNTY Expiration Date: 09/13/16
111:10,17151
Approval Date: 01/22/15
Page 1 of 9
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Category: Underlayment
Material: SBS ,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 65'8"x 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 3'33/8" membrane,glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,slate
tiles and shingle underlayment.
Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering,
Manufacturing Location 65' x 3'33/8" APP polymer modified, fiberglass reinforced,
#1  Or 65' x 3' bituminous sheet material for use as an
60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield.
Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
(Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforced waterpng
Manufacturing Location 80 mils thick membrane.Designed:as z metal robfihk and ra f :•
#1  tile underlayment. •••••• ••* •••• •
Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt aft'b1proofi$gangmbrant,
Manufacturing Location
32'10'$x 3'33/8" D 1970 glass-fiber/polyester�g�p q iced,witb.%granulij:•••
#2 130 mils thick surface designed for usd as%tile fwf : ......
underlayment. •••••• ••
. . . . ......
Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt%ell<ddherinl,glass- :....:
Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterpr jgAAj •
#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.
NOA No.: 14-0717.08
MaoADE COUNME 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 bum 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 Aeencv Test Identifier Test Name/Report Date
Trinity ERD P10870.09.08-RI TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.11 TAS 103 03/02/11
P33370.04.11 ASTM D 1623 04/26/11
P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11
P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11
P40390. 08.12-1 TAS 103 &TAS 110 08/06/12
P40390.08.12-2 ASTM D 1623 •08!07/12
P40390.10.12 ASTM D 1970 •4&63/12 ....
•
P37590.07.13-1 ASTM D6164 0W/02/13 '.
P45270.05.14 TAS 103,TAS 110&AM:• 0�7f 2/14 ;••
D1623
P46520.10.14 ASTM D1623 ••••` :'ID703/14 •••••
P44360.10.14 TAS 103 &TAS 110-:9-: .*IfQ7/14 ••e•'•
P43290.10.14 ASTM D 1970&TAS 210" *10/r7/14 "
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 :'09129/06 . .
PUSA-055-02-02 TAS 103 '..' .12E10/07 :•'••
PUSA-089-02-01 TAS 103/ASTM D4798&G155 •07/06/09
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08
RX14E8A TAS 103/ASTM D4798&G155 11/09/09
DX23D8B TAS 103/ASTM D4798 &G155 02/18/10
DX23D8A TAS 103/ASTM D4798 &G155 02/18/10
NOA No.: 14-0717.08
MAMMAD;COUNTY 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
System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"bead lap.ffor
. . .... .....
base sheet only) •
Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal 1AP9 Md minimum 6"vertibdr"
(Optional) laps. •
....
Membrane: Polystick TU Plus,self-adhered. •
. .....
......
.... .....
Surfacing: See General Limitations Below. •
.. .. .. . ......
. . ....%
NOA No.: 14-0717.08
MAMFDADE COUNTY Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 4 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 file applications.
9a. The maximum roof slope for use as roof file underlayment for(direct-to-deck)tile assemblies shall be as
follows: (See Table Below)
Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS
TU P,Tile Pro, Max Plus'
Dual Pro
Flat Tile Prohibited 4:12 No limitation No limitation 5:12
without battens
Profiled Tile Prohibited 4:12 No limitation No limitation 4:12
without battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are
required for both loading and installation of tiles at all times.
'The following limitations shall be apply when using Polystick MTS Plus:
• Slopes up to those shown in the table above will require stagging of riles—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
J/Slope
. . .... ......
.... . •••••
...... .... .....
go
.. .. .. . ......
. . . 00*0%
Figure 1: Stagging Method O..e •
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
MIAMFDADE 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 Tiles
(6 Max. Per Stack)
12
0 6
N
T `\
Ibot Deck prepared with
POL`r5nCK7U 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 Dual Pro,Polystick Tile Pro
or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the
Miami-Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products,wind uplift resistance,and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manfac ees name• logo city
li �' ...� �..tY..
and state of manufacturing facility and the following statement: "Miami-Dade Count f.Pj'bd}xct CQ4tFol Approved;•
or the Miami-Dade County Product Control Seal as shown below. •••••• ••: .•••:•
MIAWDADE COUNTY ••••••
•••• • •••••
•••••• •••• •••••
BUILDING PERMIT REQUIREMENTS: so 00 •
•.••.•
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 property evaluate the
installation of this materials.
NOA No.: 14-0717.08
MIAMPDADE COUNTY 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 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/."/12",precautions should
be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours.
8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified
Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed 1A g,patch of the
Polystick material of like kind should beset and hand rolled in place over the area needin such're}air Patching..
membrane shall be a minimum of 6 inches in either direction. The repair should beinsUd in swell away so •.
that water will run parallel to or over the top of all laps of the patch. 090:09 " 000000
0600,.
0000..
10. All self-adhered membranes must be rolled to ensure full contact with approved subsbates. Poll&l requires a .
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Handtetltrs are acceptable fer;•••
rolling of patches or small areas of the roof. Brooming maybe used where slope pr?hViU rollin(% 6 '0000
000 . 0000..
11. All approved substrates should be dry,clean and properly prepared,before any appksat0�ex of PZoick •
membranes commences. An approved substrate technical bulletin can be furnished Upon feque4.4.4. •'••••
recommended to refer to applicable building codes prior to installation to verify acc'Eta&substrates.
...
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes car be6Unished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
NOA No.: 14-0717.08
Mu MI-DADe couNrr 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
. . .... ......
...... .. ......
.... . .....
...... .... .....
.. .. .. . ......
. . . . ......
Mu1MF® rmr NOA No.: 14-0717.08: / 3/16
., Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 9 of 9
MIAMI-DARE COUNTY
MIAM PRODUCT CONTROL SECTION
in 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.gov/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.
DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160
0000
LABELING: Each unit shall bear a permanent label with the manufacturer's name or loi;o,'city, stag and.followinge 00 0
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein-•••• 0 0• 0 0 0 0..
"000000
.00 0
00..
RENEWAL of this NOA shall be considered after a renewal application has been filed anll•d dere has:Wcd no change '
0000
in the applicable building code negatively affecting the performance of this product. .0000 --:-00
0000.. 0000.
0 . 0 .
.. .. .. . 0000..
TERMINATION of this NOA will occur after the expiration date or if there has been a.=4sion or change in thG•
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an enJorserrient ofi"I Products-for:0
sales, advertising or any other purposes shall automatically terminate this NOA. Failure td cgltiply with any sectigq Pf.
this NOA shall be cause for termination and removal of NOA. •
. .
.. .
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 13-0502.02 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0805.01
MIAMEDADE COUNTY Expiration Date: 05/10/17
WAMPUM Approval Date:09/04/14
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by
applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component
Foam Roof Tile Adhesive AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH-160
Foam Dispenser N/A Dispensing Equipment
RTF1000
ProPack®30& 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS: 0000
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current VQ Cwhich Ohl Vtachmd'iW •
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile j.&gve. *00-
•
0000..
0000 :....�
MANUFACTURING LOCATION: %0060
0.0
0000 . 0000.
1. Tomball,TX. 0000.. 0000 00:00'
.. .. .. . 0000..
PHYSICAL PROPERTIES: :00:0: •
0 0 0 000..0
0000..
Prove Test Results •
• 0000..
Density ASTM D 1622 1.6lbs./ft 3 00 0 4,••••
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./Ft2
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F.,2 weeks
+6.0%Volume Change @1580F., 100%Humidity,2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
No.: 14-0805.01
MIAMI-DADE COUNTY NOA ExpirationNOA Date: 05/10/17
U
Approval Date:09/04/14
Page 2 of 11
r
EVIDENCE SUBMITTED:
Test Aeencv Test Identifier Test Name/Reuort Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 '12a$/98 ....
••
520109-2 •• ...
520109-3 •
....:.
520109-6 """ •
520109-7 ••••..
.... . .....
520191-1 TAS 101 ••• •• Q&Q2/99 •• •••
520109-2-1 •••
00
LIMITATIONS:
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for firpraW$.
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" 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
MIAMMADE COUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 3 of 11
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current
NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-
160.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient
attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County
Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA.
3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 Operating 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 shaflbe in
accordance with the Placement Details'herein. Each generic tile profile requires the%pttif c plajg ens noted 0
herein. 0000.. 60:
0000..
0000.. 0.
0000..
0000
. ....•.
0000 . 0000.
0000.. 00:0 96.60
.. .. 00 . ......
. . . 6 0000..
0000..
. . .0060.
.. . . 90*
NOA No.: 14-0805.01
MIAMEDADE COUNTY
� Expiration Date: 05/10/17
�gguaagApproval 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 file 9-11 sq.inches at
overlap
Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead
edge)20-25 sq. inches each
bead
Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami-
•••e
Dade County Product Control Seal as shown below. •
. . .... ......
MIAMFWIDE COUNTY • • •••• � •
,...� � 0000•• •• 0
•
000••
0000•• • • •
000• • • :0006:
BUILDING PERMIT REQUIREMENTS: 966600 ;••••• 60:096
As required by the Building Official or applicable building code in order to properly evaluate We InstallafiftV this 6.6••
.. .. .. . ......
system. 6 6 6 6 6• • 0•
0 . 0
0006.6
••666•
6
Mu►MForwe CONTY NOA No.: 14-0805.01
• Expiration Date: 05/10/17
Approval Date:09/04/14
Page 5 of 11
ADHESIVE PLACEMENT DETAIL# 1
trot h •tx amem
,.I. adl :Paddy INmathMW) 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
'A paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
4 :r 1t
of the tile being set.
` r 2. Continue in same manner.Insure approximately 17
E«ecoers.X`- ° :' '` r (109.7 cm)—23 (148.4 cm)square inch adhesive
contact with the underside of the tile.
\` rte' r �$$f•
E.wClewr.
Medium Profile/ Double Pan Tile
NON threagh Ontiic cement
(whew mmmirem
Paddy lm.weethrrei 1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
ft.ql
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
�.• F overlock of the tile being set.
l0iw x••-.. ,;
2. Continue in same manner.Insure approximately 17
Bottom optimal (109.7 cm2)—23 (148.¢cm;)squarejjVbadhesjyg•..
contact with the underside ofthe til..• .:
'ti 4
r'
. 18 iR• in. •.
..• � •ate • •• ••••••
Erse tt.. ••••.•
Ewe Crouse- - r `' --Fascia •.•• • •••••
� rr • •
•••••• •••• •••••
• • • • •
•• •• •• • ••••••
Hall skmw9hPlastic High Profile/Single Pan•'File•: •'
(wMwregWrrd► -�_ - •
. . . . ......
1. Starting at the eave course.,`apply arminimum 2;' •
(50.8 mm)x 10"(254 A&)11"(2S.4MIh)foam '
paddy onto the underlayment positioned as shown
. ;
'Gin.4 +-, •� ``+;. under the pan portion of the tile closest to the
overlock of the tile being set.
,s +� 2. Continue in same manner.Insure approximately 17
"Manal �' r.r (109.7 cm )—23 (148.4 cm)square inch adhesive
contact with the underside of the tile.
Law cour
:S$5 6a•e ttosare
NOA No.: 14-0805.01
MIAMt•DiADE CouNTY Expiration Date: 05/10/17
Approval Date:09/04/14
Page 6 of 11
ADHESIVE PLACEMENT DETAIL#2
ayp wig c•m•M r v+.a+r i>....�eri Flat/Low Profile Tile
"'�°''•y"'�"," 1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
j onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the Overlock of
all i" the tile being set. Insure approximately 17(109.7 cm)
23 (148.4 cm2)square inch adhesive contact with the
� underside of the tile.
2. At the second course apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
'•-'~ ?'."''�; f,• underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm)- 12(77.4 cm)square inch adhesive
contact with the underside of the tile.
din�..h� Medium Proille/Double Pan Tile
Nile w MWJWWi
---Pam ism to*> 1. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x 1"(25.4 mm)fea"Vaddy
onto the underlayment po$itiotted as shbWif under the•;•
pan portion of the tile clo§g*t..o the overlack of the '.
tile01 being set.Insure apprpx�jely 17(1 Q§s/cm2j •`•
'�' :M. 23 (148.4 cm)square inch.adhesive wntact with Ow••;
underside of the tile. *09000 00000. 00000
�NiRM 9RfW11� •••••• •••• •w...•
2. At the second course,appl I hunimutfl 2"(•50.8nhit'j•;•
'.'Ioi�, ::p. j�r x 7"(177.8 mm)x l"(25 linrrr)foam paddy onto the•.
r 9,..cr,,,.0 underlayment positioned as shown utter p • •
Ew.c..,r..--r
portion of the file closestloxhe:overlock ofthe WOO•.••
Fes. being set. •..• :
3. Continue in same manner. Insure approximately 12"
(77.4 cm2)- 14(90.3 cm)square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 14-0805.01
MuuMi•oAwe courm Expiration Date: 05/10/17
Approval Date:09/04/14
Page 7 of 11
ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
k"*46U0 Pkasbe« High Profile/Single Pan Tile
IWMda 0HKWI r n.dar16er
• aloTHO g
1. Starting at the eave course,apply a minimum 2"(50.8
t. „
4 mm 4 mm)foam add
mm)x 10 (2 )x 15 (25. paddy
1 � onto the underlayment positioned as shown under the
pan portion of the file closest to the overlock of the
the being set. Insure approximately 17(109.7 cm)—
2hL ` / 23 (148.4 cmZ)square inch adhesive contact with the
underside of the tile.
2. At the second course,apply a minimum 2”(50.8mm)
`m co•x— „t;. x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
w..F! underlayment positioned as shown under the pan
loin. 2 M. / Law dbsw* portion of the tile closest to the overlock of the file
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19(122.6 cmZ)square inch adhesive
contact with the underside of the tile.
•••••• •• ••••••
•
•••• • •••••
•• •• •• • ••••••
•
• • • • ••••••
NOA No.: 14-0805.01
MIAMMADE COUNTY Expiration Date: 05/10/17
Approval Date:09/04/14
Page 8 of 11
ADHESIVE PLACEMENT DETAIL#3
+ ► o �+ar t+ 1. On the eave course only,a 1 a minimum 2" 50.8
apply (
Batton
• mm)x 10" (254 nun)x V(25.4 mm)foam paddy
onto the underlayment positioned as shown,under
the strengthening rib for flat tile or under the pan
.�bP� i•'` portion of the file for low or high profile tile closest
4X411. to the overlock of the tile being set.Leave
r. approximately 4"(10 1.6 mm)up from the eave
Par*, � � edge free of foam to prevent the expanded adhesive
°A 2=4in from blocking the weep holes. Insure
approximately 17-23 int(109.7-148.4 cm2)of
to adhesive contact with the underside of the tile
.�2
2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4
mm)foam paddy onto the underlayment just below
qKA.0W PrOMTM the second course line positioned foam paddy
under the strengthening rib for flat tile,or under the
MwuwowoPhStk Ce Wc %"kwdhWAWde pan portion of the tile,closest to the underlock for
+WbW
owt„"s tkQ the second course the to be installed. Insure
approximately 8-9 int(51.6-58.1 cm2) of adhesive
Batton contact with the underside of the tile.
m op i tie (Instructions continued on next page) ....
`�1:4111. � ••• •••• ••••�•
oin. Zia •••• • • • •
.... . .....
6sue Carse
Finds •• •• •• • ••••�•
NOA No.: 14-0805.01
MIAMMADE COUNTWExpiration Date: 05/10/17
Approval Date:09/04/14
Page 9 of 11
P
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
NO t M80 plank 9rr0ie pe ft Nader uk
(who requ eo afflt3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4"
p' 1° � (19 mm)paddy on top of the eave course tile
Banewi tee► surface as shown,on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
I closest to the underlock of the first course of tile.
Install second course of tile.Insure approximately
9(58.1 cm)- 11 (71cm)square inch adhesive
contact with the underside of the rile at the overlap
'`a and 7(45.2 cm2)-9(58.1 cm)square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
Ears cearie
10 kr2ia. Dft!
High Prom Tit
0000
. . 0000 0000..
0000..
0000..
0000
0000..
0000 . 0000•
09.09. 0000 .0000
.. .. 09 0 0000..
0000..
. . . . 090000
999999
. . 999999
00 . . ...
MIAMFW�DE COUNTY NOA No.: 14-0805.01
r r Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 10 of 11
n
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starting at the eave course,apply a minimum 2"
In place enough adhesiveto achieve bs to 70 sq in Steep p►t applkations 50.8 mm x 10" 254 mm x 1" 25.4 mm foam
In contact with the pan tile. (when requu (/
ired) l ) ( ) ( )
2)Turn coven upsWe down.Place adhesive In paddy onto the underlayment positioned as
to t in.from outside•d"of cover tile. shown under two adjacent pan tiles. Support eave
Then install the tile.Ensure 20 to
25 s%im contact am. o tiles from rocking until adhesive has a chance to
Unaerlrtn»nt 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
shathing of the pan tile.
Eave closure
(motor shown) 3. Tum covers upside down exposing the underside
WeephOle Fascle 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 cave course corer tile.Abut to second course of edge of each side of the cover tile.Leave
pan tiles.Ensure cave and of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm)
hvo Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of
foam to allow for expansion. •• •
. . .... ......
4. Turn cover tile over after Loam is•ap
.plied and .'
place onto pan tile Q *b?Insure a mm>mum'Of•••
20(129 cm)-25 (fdT T&n2) squafe inch ;,•• ;
contact area on each side of the oot✓ec file tolhe
.... . .....
pan tile. Continue ig, pgq manned•dim awgy.•••
any cured exposed;gym ddhesitc.Pobiting of ...
longitudinal edges Qf Op cover tiles are .'
considered optional ••••••
5. When additional nailingis requi>:,;1'(50.9 •
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
MIAMI-DADE COUNTY Expiration Date: 05/10/17
• t Approval Date:09/04/14
Page 11 of 11