RF-10-1362Inspection Number: INSP - 149430 Permit Number: RF -7 -10 -1362
Scheduled Inspection Date: August 31, 2010
Inspector: Bruhn, Norman
Owner: PENDLETON, CARL
Job Address: 9717 NE 1 Avenue
Project: <NONE>
Miami Shores, FL
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Building Department Comments
RE -ROOF TILE ROOF SPEC AND INSTALL MONIER
SAXONY SLAT 900 WHITE COLOR THRU.
Passedag
C�>
Failed
Correction
Needed
Re- Inspection
Fee
August 30, 2010
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)7564972
Inspector Comments
c
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number
Parcel Number 1132060132420
Phone: 305 - 757 -2612
Page 8 of 18
F. F ' .LE
a
FLORIDA INTERNATIONAL
ENGINEERING & TESTING LAB
IN aT NNOVATI • 11QN
Job Address: 4 7,7 1 7 A/1C ` 4 l ®9 / A - � Owner' ame
Contractor: il4 Fib, Permit
Type of Tile: �1�ie� Approx. He
yP .f � PP Height
g
Type of Access: Scaffolds: Ladder: — Slope:
App. Sq.Ft: 7` 5! Req. Force: 35 bs Testing Equipment:
/9.-24-z„
Vinayagar M. Balakrishnan V, P .E.
State of Florida Lic # 63107
FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC
16701 SW 117 Avenue, Miami, Florida 33177
Telephone: (305) 378 -1991- Fax: (305) 378 -1997
Miami Dade Lab Certification # 07- 0612.11- State of Florida CA It 27273
TEST RESULTS
P = PASS, F = FAIL
N° 1972
SITE SPECIFIC INFORMATION
• ,f?i‘a5
Install D ?' /® f �
Floor: �/
3 4 / 2 Test date- °
F.G.E. 100X,Shimpo Instrument
Test
Location
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Uplift Pull
Test floor F)
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Uplift Poll
Test (P or F)
Test
Location
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Uplift Poll:
Test (For F)
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
Job Address:
.-f? am,t#
Contractor: Ot D
Other:
Sketch of Roof
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11 ■•111111•11■11111111111111 ■11 ■■■!■II■1111■■■■■■■■■■■■■
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Notes
RE: Permit 1f ' / 1) 1 t 1- DATE: e/
INSPECTION AFFIDAVIT
J Ay, e S 6 O' (3 c i (a✓ licensed as a (n) Contractor / Engineer / Architect,
(Print name and drde License Type) FS 468 Building Inspector
License #: C 3 (6
On or about 6 l , I did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at 9 7 / 7 , /P'
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
Signatu
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Swom to and subscribed before me this day of
Notary Public, Sate of Florida at Large
*General, Building, Residential, or Rooting Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # dearly shown marked on the deck for each inspection
Deu4.n,1 nn cm. anon
IVI iami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
trim naafi
a .. erine A. Du!fu
Commission DD857841
ires: MAR. 07, 2011
TKO MANTIC 8ONDMI 01 + D
BUILDING
PERMIT APPLICATION
FBC 2004
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Owner's Name (Fee Simple Titleholder) Qt( & ri S
Owner's Address ain He 1‘‘ 0 rtaf
City f 1. Wow- Shari State
Permit No f l 0 — 13 62.
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Phone #
zip 3 3(
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL # II 3 2O(sa 2(3 ' .14-10
Type of Work: ['Addition
Describe Work:
Bond $
Structural Review. $
q AlF l atjuza
County Miami -Dade
Alteration [New:
Zip
Value of Work For this Permit $ 4 14R, 1 az ' Oa Square / Linear Footage Of Work:
Is Building Historically Designated YES NO
Contractor's Company Name 960 I __ Phone # 3 ° r) 7 C7 6
Contractor's Address Kg ,e ell
City 1144, u, $ State t2 Zip ?St V
Qualifier Name °iailyt/ij D. V3&l(4244t. Phone # 305 757 — /L
State Certificate or Registration No. o1. file Certificate of Competency No. A fie
Architect/Engineer's Name (if applicable) Phone #
D/Repair/Replace ❑ Demolition
r .� AtAt' .1/ !
% i
******** ** * * * * * **** ** *** * ****** * * **** *, F ** * * * ** ** *** * * * * * * ** * * * *** * ****
Submittal Fee $
Notary $ ' ' 'I raining/Education Fee $
Scanning $ Radon $
Permit Fee $
Code Enforcement $
DPBR $
CCF $
CO /CC
Technology Fee $
Zoning $
Double Fee $
Total Fee Now Due $
See Reverse side -*
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
0 or Agent
The foregoing instrument was acknowledged before me this
2042', day of , 20, by e4 t' " S
who is perso y known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Sign:
Print:
' . , 1.0 ( .. n o 2 313 My Commission Expires: 4 y SE to D. fl
aYatiaYa4aY& 3: akaYaY& 4e4raYaY4YaYaYaYaY ****aYaYatoY�Y�'e '3,'SF�YaFa tAti4 *:* i+ e' a" �e�e�riF", F�ir�Y�Y3e�Y4t9: �Ya4deaY* 4caF3e3e�Y9eaY9e *�Y�ir�Itk�Y4e�haY�YSk 4 tk'+k 4a
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 02/08/06)
Contractor
The fo - going instrument was acknowledged before me this 2$
day of 20 id , by _�
who is personal known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Plans Examiner
Engineer
Zoning
X11111111 1111111111111111111111111111 1111 1111
CFN 20 1 OR051 O26O
NOTICE OF COMMENCEMENT D
RECORDED g07/29/2010 1 15901 :50
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN a CLERK OF CY>t[RT
JIIMI COUNTY: FLORIDA
PERMIT NO TAX FOLIO NO. � 1' 3 20 ( --o13—c142,10, LAST PAGE
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real i
property, and in accordance with Chapter 713, Florida Statutes, the following information
Is provided in this Notice of Commencement.
Authorized Officer /Director/Partner/Man fit ' io.
BY
Print Nam
Title/Office
`tv
Space above reserved for use of mcording office
1. Legal description of property and street/ dr ess: 9 N G au
NL rS .' 3 3131
2. Description of improvement -pc 'V
3. Owner(s) name and address: C i I ail ( n635
Interest in property:" 1 vJ
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number.
5. Surety (Payment bond required by owner from contractor, if any)
Name, address and phone number:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or . er documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone numb
8. In addition to himself, Owners designates the following person(s) receive a copy of the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address er
and phone numb
9. Expiration date of this Notice of Commencemen
(the expiration date is 1 year from the date of receding unless a different date Is spy
WARNING TO OWNER: ANY PAYMENTS MADE BY THE • ' NER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, - ECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF • MMENCEMENT MUST 14 RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN LING, CONSULT WITH YOB EREB v �� - CEt?L� w t Y e. �hr;I : : a s ca ,o MMENCING W
OR RECORDING YOUR NOTICE OF COMMENCEM FI t ti t J'i that t C IS a tr ` ` of the
this 1aI,o d
��y1���- 1y�l A D zr i0
�G "FFfU _____ !Z'.iJ d Ofri i f Sea� Sk
Title/Office ` �Ipl' > } �.�I� . AK, o'LJTd couur \
STATE OF FLORIDA ��%
iler,l .rig �� //irk
O
COUNTY OF MIAMI -DADE
BY
The foregoing ent wa,acknowledged before me this �r day of
C &rkco
0 JR6ividually, or 0 as for
Personally known, or a produced the following type of identification
Signature of Notary Public: *, /„ / FLORIDA
Print Name: ' ' ' -STATE OF
(S Sandra +17. lied
'� w on #D13867559 Pat' 4
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA ST &P h= APR. 02, 2013 t VAX .r a
Undo penalties '•,sf Perjury, I decla that 1 have read the f., ..I.,J a4Wt, ,m,,, .
that facts stated in it are true, to the best of my knowledge and belief. it
9 1
.26d
D COV,yF .
CLERK
)1 Ye
i Cf rs
o
Signatures) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above:
By By
123.0142 MOEs 11t0i .. .
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name:
C
Property Address:
Roofing Permit Number:
Dear Building Official:
G rigoaS
9 ave
C. ay 61.
building because:
1Ch just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
alorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this
Notary Public, Sate of Florida at Large
Revised on 501/2009
certify that I am not required to retrofit the roof to wall connections of my
.Z$
day of
CIa4 67t5
Print Name
M iami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Date:
W
S rA TF.OFFi t3
D. Hart
.
C`", ° 'fir
c.a. n:..
• 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 nora 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Primary Zone:
1100 SINGLE FAMILY
RESIDENCE
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds/Baths:
3/2
Floors:
1
Living Units:
1
Adj Sq Footage:
1,764
Lot Size:
,8,736.55 SC FT
Year Built
1950
$0/$230,882
MIAMI SHORES SEC 1
City:
AMD PB i0-70 LOT 14 &
Legal
W2OFT LOT 13 BLK 18
Description:
LOT SIZE 75.970 X 115
OR 16293 -4859 0394 5
OR 16293 -4859 0394 01
Year.
2009
2008
..
Applied
Applied
Taxing Authority:
Exemption/
Taxable
Exemption/
Taxable
Isqualifled as a result of
Value:
Value:
Regional:
$0/$230,882
$0/$456,315
County:
$0/$230,882
$04456,315
City:
$0/$230,882
$0/$456,315
Shcool Board:
$0/$230,882
$0I$456,315
Folio No.:
11- 3206 -013 -2420
MOIMIM
..
Mailing
•x
= les
Sales which are
Qualification
Isqualifled as a result of
Descri • on:
=xamination of the deed
46516-
Folio No.:
11- 3206 -013 -2420
Property:
9717 NE 1 AVE
Mailing
CARL P HORNEMAN TR
Address:
57750 RIVERCREST DR
"CSC.
ELKHART IN
46516-
ear.
2009
2008
MYVE
$87 400
"CSC.
Miami -Dade My Home • .
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http: / /gisims2. miamidade .gov /myhome /propmap.asp 7/9/2010
•
HIGH VELOCITY HURRICANE ZONES E REQUIR D�O
CONSIDERATIONS
ti,F, .ArJOy G
WO
R4402.13.1
Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1• r • " Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. c r P Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
r ailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. x Common roofs: Common roofs are those which have no visible delineation between neighboring
ulfits (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
• Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
viewe from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
1
• u v Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
a ccordance with the requirements of Sections R4402, R4403 and R4413.
7 '" (° /Ventilation: Most roof structures should have some ability to vent natural ai
the structure assembl (the b rflow through the
..... ioterrior of y ur iId'
ng itself). The existing amount of attic ventilation shall not be
•
▪ .; rediced.?t rear be beneficial to consider additional venting which
• 9 suit in extending �� e service life of the
; � ; /11
.. • .. r .. � Date
• • •
• • •••
JUL 2 8 2010
P o c i d .
r Signature
Date
'14/
Roof System
Required Sections of the
Permit Application Form
1.
Fire Directory Listing Page
A,B,C
1,2,3,4.5,6,7
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
4,6,6,7
Asphaltic Shingles
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
•
•
4.
Other Component of Product Approval
•
..
• •
:.:
• '
8.
Municipal Permit Application
•
•
• •
• .
1
Owners Notification for Roofing Considerations (Reroofing Only)
••
Z.
Any Required Roof Testing /Calculation Documentation
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4.5,6,7
Prescriptive BUR -RAS 160
A,B,C
4,6,6,7
Asphaltic Shingles
A.B.D
1.2.4.6,6.7
1,2,3,4,6,6,7
1,2.3.4.5.6.7
Concrete or CClav Tile.
A,B,D,E
Metal Roofs
A,B,D
Wood Shingles and Shakes
A.B,D
1,2,4,5,6.7
1.2.3,4,5.6.7
Other
As Applicable
•• ••• • •
• • • • •
• • •• •
• • • • • •
• • • • •
•• • •• •
SECTION 4402.14
HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Do nn.
• ••• •
• • • • • • •
• • • • • • •
• • • • • • • •
• • • • • • • • • •
• • •••
FLORIDA BUILDING CODE — BUILDING
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
i
• •
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ATTACHMENTS REQUIRED:
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
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Master Permit No.
Contractor's Name
Job Address
❑ New Roof
❑ Low Slope
D Asphaltic
Shingles
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
,Ser_tion R (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
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11
(r
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• EI.OIJDA ByILDING CODE BUILDING
• . • . . • • •
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••• • • • ••• • •
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form.
SPCtion A ((enprat information)
Des f4do €/`C l-e
77/7 A/4
❑ Prescriptive BUR -RAS 150
ROOF TYPE
Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
Process No.
❑ Mechanically Fastened Tile X Mortar /Adhesive Set Tile
❑ Metal PaneUShingles ❑ Wood Shingles/Shakes
❑ Repair
❑ Maintenance
Total (SF)
2c` /
Roof System ufacturer:
e scfv-
Notice of Acceptance Numbej biul. D 3
Minimum Design Wind Pressures, If Applicable (From RAS 1 7 or
Calculations))•
P1: (J . o el P2: ti Al P3: 1. 3
Maximum Desig Pressure
(From the Prod c A proval Specific System):
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
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Ridge lation?
Mean Roof Height: /1
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• •
FLORIDA BUILDING CODE — BUILDING
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Florida Building Code Edition 2007
High Velocity Hurricane Zone Unifonn Permit Application Form.
,Section n (Stapp SInpprf Rnnf Syctpm)
Stepp SInppd Rnof System npscriptinrt
\ Deck Type:
Type Underlayment:
Insulation: L
S 22 G
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type: /Lot
Roof Covering:
\ Type & Size Drip
Edge:
2
\ Type Cap Sheet: ,oei U 7 le,.
fee, ran Aleig 0
244. 9 4 7"
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Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Spctinn F (Tile Cajr_uiatinnc)
Far Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mr values are greater than or
equal to the M, values, for each area of the roof, then the tile attachment method is acceptable.
Method
(Pi: x
(P ILL.'
0. x x • l)
Method 2 'Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mr
M re • wired Moment Resistance'
Mean Roof Height ->
Roof Slo • 15' 20' 25' 30' 4 0'
IIIMPRIMIIIIIIIIMIll WPM WM. .11
MIPIRMIIIIIIMMINFRIMIIIIPIMIIIIMINIMPIIII
IIIIIMIIIIIIIIIIMMIIMIIIIIIIIIIPMIIIIPINIIIIIIIIPMIll
IPMI
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or egtml to the Fr values,
for each area of the roof. then the tile attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS 127"
(Pr: x L = x w: = - W: x cos 0 = Fri Product Approval F"
(P2: x = x w: _ ) - W: x cos 0 = F Product Approval F'
(P x L x w: _ j - W: x cos 0 = F., Product Atroroval F'
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FLORIDA BUILDING CODE — BUILDING
•
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"Moment Based Tile Calculaa Per RAS 127"
r - Mg:Y.O 3 = Mrt •B q Product Approval Mr
Mg. f _ M T� I
6 , . / :- � r2 �(� Product Approval M
- Mg: X . p 3 = M . Product Approval Mr
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Nhere to Obtain Information
Description
Symbol
Where to find
Design Pressure
PI or P2 or P3
RAS 127 Table 1 or by an engineering analysis Prepared by pe based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
i
Product Approval
Restoring Moment due to
Gravity
M
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
M e
Calculated
Minimum Attachment
p jfrstance
r
Product Approval
• - -
• Rtrh d iplillt Resistance
Fr
W
Calculated
Product Approval
•
• • • dvessage•T•ie Weight
Tile Dimensions
___
1 = length
W =width
Product Approval
_
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All clicuiations must be submitted to the buildin _ official at the time of , t .; • lication
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• •• • • • • . •
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Spctinn F (Tile Cajr_uiatinnc)
Far Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mr values are greater than or
equal to the M, values, for each area of the roof, then the tile attachment method is acceptable.
Method
(Pi: x
(P ILL.'
0. x x • l)
Method 2 'Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mr
M re • wired Moment Resistance'
Mean Roof Height ->
Roof Slo • 15' 20' 25' 30' 4 0'
IIIMPRIMIIIIIIIIMIll WPM WM. .11
MIPIRMIIIIIIMMINFRIMIIIIPIMIIIIMINIMPIIII
IIIIIMIIIIIIIIIIMMIIMIIIIIIIIIIPMIIIIPINIIIIIIIIPMIll
IPMI
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or egtml to the Fr values,
for each area of the roof. then the tile attachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS 127"
(Pr: x L = x w: = - W: x cos 0 = Fri Product Approval F"
(P2: x = x w: _ ) - W: x cos 0 = F Product Approval F'
(P x L x w: _ j - W: x cos 0 = F., Product Atroroval F'
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FLORIDA BUILDING CODE — BUILDING
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"Moment Based Tile Calculaa Per RAS 127"
r - Mg:Y.O 3 = Mrt •B q Product Approval Mr
Mg. f _ M T� I
6 , . / :- � r2 �(� Product Approval M
- Mg: X . p 3 = M . Product Approval Mr
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
'DADE
BUILDING CODE COMPLIANCE OFFICE BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MonierLifetlle, LLC
200 Story Road
Lake Wales, FL 33853
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade
County Product Control Division 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 and the Hlgh Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been 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
.i.. ito. rs
• dstrib and sha be available for inspection at the job site at the request of the Building Official.
. pall . a .. •• OOOOOO
•This i des Tb# # 47:0228.03 and consists of pages 1 through 7.
•'Fhe svbmtt�ted documentation was reviewed by Alex Tigera.
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MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No.: 07-0711.03
Expiration Date: 04/26/12
Approval Date: 09 /07/07
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Ca o : Roofing
Sub - Category: Flat Profile Roofing Tiles
Ma terial: Concrete
SCOPE:
This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake)
Concrete Roof Tile, as manufactured MonierLifetile LLC 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.
PRODUCT DESCRIPTION
Manufactured by
Applicant
MonierLifetile LLC
Saxony 900
Trim Pieces
SUBMITTED EVIDENCE:
Test Aaencv
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
•• .•• • • • • • ••
•
The ce ite 4r . • lied: .
. agip erio t . • . . .. •
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Dimensions
1 =17"
w = 13"
1 -5132" thick
Slate
1 -9/32" thick
Shake & Split Shake
1= varies
w = varies
varying thickness
Test Identifier
7161 -03
Appendix 111
94 -084
94-060A
25- 7183 -6
25- 7183 -5
Test
Specifications
TAS 112
TAS 112
Product
Description
Flat profile, interlocking, high-pressure
extruded concrete roof tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications.
Accessory trim, concrete roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Mortar Set)
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Date
Dec. 1991
May 1994
March, 1994
Feb. 1995
Feb. 1995
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09/07/07
Page 2 of 7
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Test Agency Test Identifier
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Atlanta Testing &
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineers
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25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
PO402
Project No. 307025
Test #MDC -77
R1.894
R2.894
R3.894
520109 -1
520111 -4
520191 -1
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Evaluation Calculations
130
Test Name/Renort
Static Uplift Testing
PA 102
(1 Quik Drive Screw, Direct
Deck)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA 101
Static Uplift Testing
PA 101
25 -7094
25-7496
25-7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moments Due to
Gravity
TAS 112
ate
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Dec. 1998
March 1999
February 1996
April 1996
December
1996
March 1995
January 2007
April 1999
February 2007
January 2007
NOA No.: 07- 0711.03
Expiration Date: 0026/12
Approval Date: 09 /07/07
Page 3 of 7
Table 3: ReStoring Moments due to Gravity - M. (ft-Ibf)
Tile
Profile
2 ":12"
3 ":12" 4 " :12"
5 " :12"
6 ":12"
7":12" or
• renter
Saxony
900
Slgtii, • • •
ahake • &;
Slif •.
Make' • •
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
T.
••••
• •
.A ..
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N •• •
OS
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7.08
8.03
6.97
7.91
6.82
7.74
6.65
7.55
6.46
7.34
Table 1: Average Weight (W) and Dimensions (I x w )
The Profile
Weight W (Ibf)
Length -I (ft)
Width -w (ft)
MonierLffetlle Saxony 900
Slate, Shake & Split Shake
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers -).
ft
Tile
P rofile
1 (ft)
Batten Application
2, (ft
Direct Deck Application
MonlerLifettle Saxony 900
Slate, Shake & Split Shake
0.289
0.313
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LIMITATIONS:
1. Fue classification is not part of this acceptance.
2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the
Building Code Compliance Office for review.
4. Minimum underlayment shall be in compliance with the applicable Roofmg Applications
Standards listed section 4.1 herein.
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.
6. This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
INSTALLATION:
1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components
shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119,
and RAS 120.
2. Data For Attachment Calculations
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NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09/07/07
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Saxony 900
Slate, Shake &
Split Shake
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2 -10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 . #8 Screws
51.7
51.7
24.4
1 -10d Smooth or Screw Shank Nail
(Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw Shank Nail
(Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw Shank Nails
(Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw Shank Nails
(Eave Clip)
31.9
31.9
32.2
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetlle Saxony 900
Slate, Shake & Split Shake
Adhesive
31.3'
1 See rnanufaoti res component approval, for installation requirements.
2 Dow CheMicat TlieBond Average weight pair patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 5A: Attachment Resistance Expr =' a 'as a Moment - Mf (ft Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierUifetile Saxony 900
Slate, Shake & p lit Shake
Polyfoam PolyProTM
118.9'
Polyfoam PolyProTM
40.4
3 L,srne padd pp Scelmont 6f 45 Oases of PoiyPro'"".
4 Medium Paddy otaoeMent of 24 grams of PolyProm.
Table 5B: Attachment Resiatance Expr as a Moment - Mf (ft Ibf)
for Mortar ;S9t Systems
Tile
Profile
Tile
Application
Attachment
Resistance
' 11Rorler Jf9 Saxony.99000
gate pike: &Split hake
Mortar Set'
43.9
.
5? Tite o of. IeeMortar
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NOA No.: 07-0711.03
Expiration Date: 04!26/12
Approval Date: 09/07/07
Page 5 of 7
LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement "Miami -Dade County Product Control Approved ".
MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
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 system.
.
• • • • • • • • • • • •
• • • •••
• • ' : :: i E ugan SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL)
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PROFILE DRAWING
WATERLOCK
NOA No.: 07.0711.03
Expiration Date: 04/26/12
Approval Date: 09/07/07
Page 6 of 7
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if th *has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this 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 NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
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MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2
of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high
profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Specifications
Polypro® AH160 N/A TAS 101
Foampro® RTF1000 N/A
ProPack® 30 & 100 N/A
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami - Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
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Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
Results
1.6 lbs. /R.
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
+0.07% Volume Change @ -40 F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 2 of 7
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EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
25 -7492 SSTD 11 -93 12/12/95
Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94
01- 6739 -062b[I] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 • 03/02/99
520109 -2 -1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AH160 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 The manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 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 Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade
County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
LABELING:
All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As rewired by the Building Official or applicable building code in order to properly evaluate the
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
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ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
NOA No.: 06- 0201.02
Explratlon Date: 05/10/11
Approval Date: 04 /13/06
Page 5 of 7
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ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 6 of 7
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Nail through plastic cement
Ain.x 3 In.
Singta paddy
onunderlayment
Sines paddy
on top of We
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Ease Course
Single paddy
between tile
Ease Wosuo
21n. x l la. medium
ske
Ruda paddy ease course only
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7