RF-14-1644Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type:
JOB ADDRESS:
BUILDING
FBC 20t®
Permit No. KQ
Master Permit No. —2,
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designate es NO Flood Zone:
D AlK1
Address:
City:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: I SA W-3Tle�.,C'a a, Phone#:
Address:
City: d r gz4 eState:
l t p Zip:
Qualifier Name: -QAAt,� Cnn,024,tVZ— Phone#:
State Certification or Registration #: C -e -e .12i 7-555 (P Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ M' 1 4 &:a OZ Square/Linear Footage of Work:
Type of Work: DAddition DAlteration mew ORepair/Replace ODemolition
Description of. Work:CN kjv 06
Color thru tile:
Submittal Fee $ ^ -, D Permit Fee $
Scanning Fee $
CCF $ CO/CC $
Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ , .50
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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 b pro inspectionfee will be charged.
'
Signature Signature JQP
Owner or Agent Contractor
The forego instrument was acknowledged before me this 2 R,
day of 20k -y, by Nlth� %— ,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Si 1 � ,
Print:
My Commission ELIZABETH J HUBBARD
MY COMMISSIC, rr r "56.
EXPIRES becenw, , 201E
APPROVED BY `0/11/! t
The foregoing instrument was acknowledged before me this2'
day of byLT
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign: �� `
Print: %gA t*S&qW T gc,2_
My CoMT. ir&IZABETH J HUBBARD
t« W COMMISSION E EEBWM
EXPIRES Dumber 03.201E
Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Florida International Engineering and Testing Lab LLC
F.IsEe 16701 SW 117 Avenue, Miami, FL 33177
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
---------------------------------------------------------------------------1_14_--3`�-2-----------------
Owner's Name:
Job Address:
Roofing Contractor:
Permit Number: K
Approximate Roof Height: " j�feet
Type of Access to Roof: %,,I- Ladder
OtherRequired Testing Fppce: - 35 lbs.
Date Installed:
SITE SPECIFIC INFORMATION
Date of Inspection:
TEST RESULTS
P= PASS, F= FAIL
Test P or F
Location
Test
Location
P or F Test
Location
P or F Test
Location
P or F Test P or F
Location
1 :7
21
41
61
81
2
22
42
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
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
Area Units or fe No. of Tests
Perimeter
Field
Corners I P
Hips & Ridges L
RESP E®6L1M# fVjED BY:
%% P
Z�. No 63107
Vk
Stakia.. 7
,,+�® ,O N A' e� `leve
FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC
Miami- Dade Lab Certification # 07-0612.11
Job Address: i- 9 . G
Contractor:
Other:�e� a
Sketch of Roof
Notes
Section A
MIAMI•2UX Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
"Delivering Excellence Every We
Section A (General Information)
Master Permit No: Process No:,T
2014
Contractor's Name: Isaacs Roofing
Job Address: EST -4 iv S Vie _ �; • —
Roof Category
❑✓ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other: _
Roof Type
❑ New Roof ❑✓ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type Q Natural*.OtPGX.... �•
Roof System Information •..' : 000 •..
00 .000.0
Low slope roof area (ft .2) 700 Steep Sloped area (ft.2) Total (ft.2)7 .:.. • ; 0...;
0000
.0 0 • •
Section B (Roof Plan) *..0 .0000
0000.
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers andb%tNU drailf1sptrolude
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locdtibn'df parapets. 0
0000..
Perimeter Width (a'): Corner Size (a' x a'): :0000 000040
•.
.00
10
s. �1 1A
:,
I
c
Co
O
n
Mr
�
a
in
Z
o
mp
m
n
m
�'
o
g
34
®
�®
PA
04
v
�
e
zC
m
I
Tile Roof System
MIAM��� Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Days Section D Tile Roof System
Roof System Manufacturer: Eagle
Notice of Acceptance Number (NOA): 11-0321.01
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: 39.1 P 2: 68.1 P 3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 26.1 psf
Fill In the specific roof assembly components. If a component Is not required, Insert not applicable (n/a) in the text box.
Roof Slope: 3.5 11/12"
Roof Mean Height: 110 ft.
Method of Tile Attachment:
—Adhesive, 2 Small Paddy Tile Bond --
Alternate Method of Tile Attachment per NOA:
n/a
Drip Edge Size & Gauge: —3" face 24 ga.—
Drip Edge Material Type: —
Galvinized Metal
Drip Edge Fastener Type: 11 1/4" Ring shank nail
Hook Strip/Cleat gauge or weight: I —n/a-
Deck Type: —1" x 6" T & G --
Optional Insulation:
n/a
0000
Optional Nailable Substrate: ' 0000 0
• • • • • •
•
n/a 0.0 •
•
1000000
.__ ..
..
000000
0000.•
Optional Nailable Substrate*Atachment+• •
'
.
....6
0000
n/a
'
00000
• • •
0 00
6000.6
0 000..
Basesheet Type: '
•
.
.
0900..
30# 000000
• 9
6 6
0000..
000 . 0666
. .
Fastener Type for Basesheet Attachment* •
1 1/4" Ring shank nail & Tin caps
Tile Underlayment (Cap Sheet) Type:
TU Plus
Tile Underlayment Attachment Method:
Self adhered
Tile Profile:
Roll
Section E
MIAMN
IS Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: 39.1-
X X282
= 11.03
- Mg: 6.54
= Mr1: 4.49
s 26.1 NOA Mf
P 2:•1
X X',282
= 19.20
- Mg: 6.54
= Mr2: 12.66
s 26.1 NOA Mf
P 3: 100.7
X X .282
= 28.39
- Mg:
6•
= Mr3:
21.86
5 26.1
NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127'
Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for
:ac re'a of the roof, then the the attachment method is acceptable.
P1: X =
x w: _
- W.
=
0000
•••
x cos 8: El = Fr1: ' • #NO� F'
0000••
•
'
•.:;
0
I.
P2: X I: -
x w: _
- W.
=
0 00
X Cos 0: = Fr2: s • • : NbA F'
0.0000
: 0 00 0:
P3: xI: =
xw: _
=
0000 •• •
x9: =Fr3: " 'S • 000 F'
' •
.•�••0
.....!
-W:
Cos
0000•
• ' '0:000
•• •.
••••0•
re to Obtain Information to complete tile calculations • • • • • •
•
•
•
......
_
• 000080
Description
I
Symbol
Where to Find • • • • • 000
0000
• 0
11 Design Pressure
P1 or P2 or P3
Table 1
S 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer b
d on ASCE 7.
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
X
Product Approval (NOA)
I Restoring Moment due to Gravity
Mg
oduct Approval (NOA)
Attachment Resistance
Mf
Produ pproval (NOA)
Required Moment Resistance
Mr
Calcu ed
Minimum Attachment Resistance
F'
Product Approval A)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
=length
I =width
Product Approval (NOA)
owner's Notification Form HVHZ 2010
ITUITY ...•.
-Vellverfng 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
Chapter 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
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
L4. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
2. t
Renailing wood decks: When replacing roofing, the existing wood roof deck may have t be 4��5Ee
Florida
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of he
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between npiighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the rooiin�.contra'ctor and/or• • • • • •
owner should notify the occupants of adjacent units of roofing work to be performed • •' .. 9999..
•
9060..
HT4.Exposed ceilings: Exposed, open beam ceilings are where the underside vP� roof decking caLbe.
viewed from below. The owner may wish to maintain the architectural appearance; thgjgtore, rcpfiggnail ..
9999.
penetrations of the underside of the decking may not be acceptable. The owner provides rhe optip o �
9
6... • •
9999 999 •
maintaining this appearance. 0
�5.Ponding water: The current roof system and/or deck of the building may nol drain tell lRd may 0
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an i134jocation of slu=tural
distress and may require the review of a professional structural engineer. Ponding may shorten thAfe
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofin system is removed. Ponding conditions should be corrected.
6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
Owner's/Agent's Signature: Date:
Contractor's Signature: Permit Number:
Property Address:
COUNTY
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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.miumidede.my/buildin�/
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
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 BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(ten•
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.. 13.NC
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Productofol
Section that this product or material fails to meet the requirements of the applicable builder code. .. • .
This product is approved as described herein, and has been designed to comply with the Florida Building Cede
including the High Velocity Hurricane Zone of the Florida Building Code. 000:0* •
DESCRIPTION: Malibu Concrete Tile
.... •• •
• 0 . . •
0000 . ..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or loio.c�ity, state an00d00
following statement: "Miami -Dade County Product Control Approved", unless otherwiseFo*Qllerein. •
0.....
RENEWAL of this NOA shall be considered after a renewal application has been filed andfhere has bep•Ro
change in the applicable building code negatively affecting the performance of this product sees
0000..
0000..
.0000.
.0...
.
0000.
......
.
.
0.00.0
.0000.
.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA #06-0526.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11-0321.01
CpU Expiration Date: 10/05116
APPROVEDApproval Date: 05/12/11
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Catenory: Roofing
Sub Categcry; Roofing Tiles
Material: Concrete
1. SCOPE:
This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as
manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2
of this Notice of Acceptance. For locations where the pressure requirements, as determined by
applicable Building Code does not exceed the design pressure values obtained by calculations
in compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Malibu Concrete Tile
I =17"
TAS 112
Low profile, interlocking, high pressure
w= 12'12"
extruded concrete roof tile equipped•wm•
A" thick
three nail hole and double roll ribs. ftt•
`•":•
direct deck or batteneditai 4, mol'tU or:
•
adhesive set applicatiot►S." ;"
Trim Pieces
1= varies
TAS 112
4,00•
Accessory concr trim ete roof piecefgr • •
• • • • • •
•
w = varies
use at hips, rakes; ridgeas 4d -alley• ••
":••.
varying thickness
'terminations. Manufaened for ea4h till.
• • ' • 9696
• • • • • •
•
profile.
••••••
• • • • •
•
••••••
•••• • ••••
•
NOA No.:11-0321.01
MIAMIDADE Sou TV Expiration Date: 10/05116
�FBEGLIEW Approval Date: 05/12/11
Page 2 of 7
2.1 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
PRI Construction Materials
PRI06178
Technologies
Redland Technologies
7161-03
Appendix III
Redland Technologies
7161-03
Withdrawal Resistance Testing of screw
Appendix II
Redland Technologies
P0402
The Center for Applied 94-060B
Engineering, Inc.
The Center for Applied 94-084
Engineering, Inc.
Redland Technologies P0631-01
Redland Technologies Letter Dated Aug. 1,
1994
Professional Service 224-47099
Industries, Inc.
The Center for Applied 25-7094-1
Engineering, Inc.
The Center for Applied 25-7094-7
Engineering, Inc.
The Center for Applied 25-7094-4
Engineering, Inc.
The Center for Applied Project No. 307025
Engineering, Inc. Test #MDC -76
The Center for Applied 25-7183-1
Engineering, Inc.
The Center for Applied 25-7183-2
Engineering, Inc.
APPP,OVED�
Test Name/Repo ri Date
TAS 112 08/23/06
Static Uplift Testing
Dec. 1991
TAS 102 & TAS 102(A)
Wind Tunnel Testing
Dec. 1991
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw
Sept. 1993
vs. smooth shank nails
Static Uplift Testing
March, 1994
TAS 101 (Adhesive Set)
Static Uplift Testing
May 1994
TAS 101 (Mortar Set)
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Wind Tunnel Testing
Aug. 1994.
TAS 108 (Nail -On)
.
Physical Properties • .00
good
Sept► i 99;1
•
`.
TAS 112 966.00
••
•••"'
Static Uplift Testing "6
Oct 99.4
:*do*:
TAS 102 ••••
• g
(4" Headlap, Nails, Direct Deck, Nw.9
• ••
•••••
0 •
Construction)D .. d 0
eggs
•
• • • •
.9.66•
Static Uplift Testing g •
p g
Oc% 144
TAS 102
�•••••
•
(4" Headlap, Nails, Battens)' ..' :
• • • •
•
Static Uplift Testing
Oct* 1004
TAS 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Wind Driven Rain
Oct. I994
TAS 100
Static Uplift Testing
Feb. 1995
TAS 102
(2 Quik -Drive Screws, Direct Deck)
Static Uplift Testing
Feb. 1995
TAS 102
(2 Quik -Drive Screws, Battens)
NOA No.: 11-0321.01
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 3 of 7
The Center for Applied 25-7214-2 Static Uplift Testing March, 1995
Engineering, Inc. 25-7214-6 TAS 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998
Testing Services 520109-2 TAS 101 Dec. 1998
Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999
Calculations
Walker Engineering, Inc. Evaluation 25-7183 March 1995
Calculations
Walker Engineering, Inc. Evaluation 25-7094 February
Calculations 1996
Walker Engineering, Inc. Evaluation 25-7496 April 1996
Calculations
Walker Engineering, Inc. Evaluation 25-7584 December
Calculations 25-7804b-8 1996
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006
Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep.2 006
3. LIMITATIONS: • • • • •.
644••0 ••
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordanas with ' •
106 may required, refer to applicable building code. 0090* 0 • • •
3.3 Applicant shall retain the services of a Miami -Dade County Certified LabomtWO) per& * •
quarterly test in accordance with TAS 112, appendix `A'. Such testing shalMe Submitted to,
the Building Code Compliance Office for review. •
3.4 Minimum underlayment shall be in compliance with the applicable Roofing.AppVc-ationl000
Standards listed section 4.1 herein. 000 6 ' .:••
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slaps
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
NOA No.:11-0321.01
MAMb ca h" Expiration Date:10/05/16
" • Approval Date: 05/12/11
Page 4 of 7
.fees.
:.*so
000.0
00000:
640..9
•
.6000:
• 0
4. INSTALLATION
4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in
strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight W (lbf)
Length -I (ft)
1
Width -w (ft)
1
Malibu Tile
9.5
1.417
1.04
Table 2: Aerodynamic Multipliers - ft
Tile
Profile
x (ft) I (fe)
Batten Application Direct Deck Application
1
Malibu Tile
0.305 0.282
Table 3: Restoring
Moments due to Gravl - M ft -lb
Tile
Profile
3":12"
4"A 2"
6":12"
6":12"
7":12" or
greater
Malibu Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck.
1
Battens
Direct
Deck
Battens
Direct
Deck
6.30
6.65
6.21
6.54
6.08
6.41
5.93
6.25
5.77
6.08
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems ...
Tile
Fastener Type
Direct Deck
Direct Deck
Battens•
Profile
(min 16132"
plywood)
(min.1913211--o
plywood) 660:4
: • • • ;
• • •
Malibu Tile
2-10d Ring Shank Nails
27.8
37.4
$ •
1-10d Smooth or Screw
Shank Nail
8.8
11.8 • •
4.1 • • •
2-10d Smooth or Screw
Shank Nails
16.4
_21.9 • •
7.1
•
1 #8 Screw
25.8
25.8
.8 • • •
2 #8 Screw
47.1
47.1
49.1...
1-10d Smooth or Screw
24.3
24.3
2AA.2
Shank Nall Field Clip)
1-10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw
35.5
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
31.9
31.9
32.2
Shank Nails Eave Clip)
2-10d Ring Shank Nalls 43.0 67.5 50.9
1 Installetlon with a 4" tile headlap and fasterners are located a min. of 2h" from head of file.
NOA No.:11-0321.01
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 5 of 7
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Malibu Tile
Adhesive
26.13-
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11A grams.
Poi oatn Product Inc. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Malibu Tile
Polyfoarn Pol ProTm
86.61
Pol foam Poi ProTm
45.5
4 Larne -paddy placement of 64 rams of Poi ProTM.
20.60
4 Medium paddy placement of 24grams of PolyProTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Malibu Tile
Mortar Set
20.60
5. LABELING:
0000
0000
All tiles shalt bear the imprint or identifiable marking of the manufacturer's Hanle or 16%8.(*e
Detail Below} or following statement: "Miami -Dade County Product Contrb? W01froved".
0 a 0 .
FLORIDA
0000 ..
0000 ..
0000.. ..
0000 0000
0000..
0000..
.. . .00.
0000
MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT
(LOCATED ON UNDERSIDE OF TILE)
NOA No.:11-0321.01
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 6 of 7
0000..
0
0000..
.0000.
0000.
0000.
0000..
0
0000..
.0000.
{ 1 r
6. BUILDING PERMT REQUIREMENTS;
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in
order to properly evaluate the installation of this system.
PROFILE DRAWING
so0000
00 000000
000000 0 :00
.
000000
0000 ..
+s
0000 0 00 0000.
0000..
00 00 0000 0000..
0000..
. . 0 . 000000
000000
0 0000..
.. 0000
00.0
MALIBU CONCRETE ROOF TILE,
END OF THIS ACCEPTANCE
NOA No.:11-4321.01
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 7 of 7
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 andlio)[owing . •
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 an6giem has been no change:....
in the applicable building code negatively affecting the performance of this product. 0 • • • • * ; • • • a •
.... . .. .....
TERMINATION of this NOA will occur after the expiration date or if there has been a redilfolf& chadige.1t'the 00000
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo*: � men t of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure :o comply wi4h any sectiop„ .„�
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, .a&followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
MWMbDADECOUeloow NOA No.: 12-0713.02
a Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
o` �. ''
MIAMI-DADE COUNTY
REF
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.eov/economv
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 andlio)[owing . •
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 an6giem has been no change:....
in the applicable building code negatively affecting the performance of this product. 0 • • • • * ; • • • a •
.... . .. .....
TERMINATION of this NOA will occur after the expiration date or if there has been a redilfolf& chadige.1t'the 00000
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo*: � men t of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure :o comply wi4h any sectiop„ .„�
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, .a&followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
MWMbDADECOUeloow NOA No.: 12-0713.02
a Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
65'8" x 3'33/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3'33/8"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'10" x 3'33/8"
ASTM D 1970
polymer modified, fiberglass or polyester
Manufacturing Location
100 mils thick
reinforced, bituminous sheet material for use as
#1 & #2
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus
Roll:
TAS 103 and
A rubberized asphalt self -adhering, gl �s�! 0
underlayment
65' x 3'33/8"
ASTM D 1970
•
fiber/polyester reinfor eAwajerproQt gg •
(Surface Printing)
80 mils thick
�•
membrane. Designed a§44VIal roofingAW roof,...;.
Manufacturing Location
tile underlayment. 000:0* 0
#1 & #2
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt vj* e*T" * ►ofingeTjNVane, „-)„0
underlayment
32' 10" x 3'3_3/8,,
ASTM D 1970
glass-fiber/polyester rejigfAr;Vd, with a granular .•
Manufacturing Location
130 mils thick
surface designed for ute asla:ile roof 0 00.0:0
. 00000
#2
underlayment. •
• •
.. 0000
Polystick Tile Pro
Roll:
TAS 103 and
••••
A rubberized asphalt self -adhering, glass -
Manufacturing Location
61' x 3'3 3/8"
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass -
Manufacturing Location
61' x 3'33/$"
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester
Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity I ERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
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
1Q/Q�j12
PRI Asphalt Technologies
PRI01 I I I
ASTM D 4977
04/AU02
PUSA-005-02-01
ASTM D 4977 '..'
01/431/02
PUSA-018-02-01
ASTM D 2523 • • • • • •
07/ 1 W3
PUSA-035-02-01
TAS 103 • • • • •
09/29/06
PUSA-033-02-01
ASTMD 1970 .'•".
41'/12?Q6
PUSA-055-02-02
TAS 103 "•'
f2/0707
PUSA-083-02-01
TAS 103 :00:
06/fD%8
PUSA-089-02-01
•• ••
TAS 103/ASTM D4798 & ill��..
07/0¢/09
Momentum Technologies, Inc.
JX20117A
TAS 103/ASTM D4798 & (:153
Q4/01408
RX14E8A
TAS 103/ASTM D4798 & C155.
M709
DX23D8B
TAS 103/ASTM D4798 & 615
02/J6fr0
DX23D8A
TAS 103/ASTM D4798 & G155
02't&10
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self -adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-1/2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
0000
6 6
. .
6000
000..0
.00000
0.
000000
060090
6
6
0. 000..
0000
..
0 6
. . 6
0000
. ..
0000.
0
0000..
. ..
0000.
0 6
0 . .
06 .6
6060
0000..
066060
•
. 6
.0...
0.6..0
0 0 0
6
.
0000..
60 6
.000
6 0
0000
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Ex osure Limitations (days)
MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro I TU Max
Winter Haven, FL. 180 180 180 180 180 180 180 90
Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens
roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shgli'b %s
follows: (See Table Below) :-a.
"' • • • • •:
.6 ... . •
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TU, TO:
• Polysticle TU
Plus, TU P, T06.
6 Mak
Pro 0...
0 :06 '.
6.6
0___00
Flat Tile
Prohibited without
5:12
No limitation...
6 No kmiWion
battens
..
6
0000
Profiled TileProhibited
without
Prohibited
No limitatior; • • ;
• ; No limitation
battens
1 0
6 :606:0
.0000
0000.
0000
0000
0000.
0000.
•
The above slope limitations can be exceeded only by using battens and counter battens 4n Acordancra th the 0 • • • •
'
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.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
Roofing Tiles
(6 Max Per Stack)
12
6
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's nq.or logo,
city and state of manufacturing facility and the following statement: "Miami -Dade County Produottontrol,.....
Approved" or the Miami -Dade County Product Control Seal as shown below. •.. 6 : 606 • •
0....0 .. .00.00
M IJWWADE COUINmr •
,...• � 00000.
0000..
0000 ..
BUILDING PERMIT REQUIREMENTS:• • • •
..000
0000.
Application for building permit shall be accompanied by copies of the following: • • * 0• * • •
0000..
1. This Notice of Acceptance.•
. . . . 0000..
0000..
2. Any other documents required by the Building Official or applicable building code in oitigj 4 properly;y&ate 0 .**0 0
the installation of this materials. 000 0
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1.
Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2.
All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 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,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5.
A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6.
Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 14"/12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7.
Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8.
Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roof to wall details.
9.
Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in need of repair, followed by a patch of the Polystick material of like kind shp'htd br, set
and hand rolled in place over the area needing such repair. Patching membrane shaltbe a%inimuni'df'6
"'�:•
inches in either direction. The repair should be installed in such a way so that water Vll run para611el•to:or
•
over the top of all laps of the patch. 0 0 0 0 0 0 + •
10.
0000..
All self -adhered membranes must be rolled to ensure full contact with approved subilrates, Poly:ks •
0000..
' '
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membratit? Hand rdllett'are
acceptable for rolling of patches or small areas of the roof. Brooming may be used *We Mope lioklviu
04 00
rolling.
•
11.
ssssss •
All approved substrates should be dry, clean and properly prepared, before any application;of Poly5tj%.
•
0660:0
membranes commences. An approved substrate technical bulletin can be furnished Jpoq tequest'It is
:0600:
recommended to refer to applicable building codes prior to installation to verify accep't1ble'substrata?.."
0
12.
"90
The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894-4563.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
4444
. . .•..
460..9
• .
•
060.04 ..
•4.6.6
4040 .• ••
•
0000 • 40
..••6
•
06•00. • .•
00.s 00
60 4• •••s
4.64.•*
s••.•. 6
•
06.6..
• 6 •
• s
*0600•
0000
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
\ s2 MIAMI-DADE COUNTY
M1AM1• PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadearoy/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 0
0000..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or log�o� pity( state ass
fgllowi>lg•„0
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein, . a; •
0000..
0000 ..
RENEWAL of this NOA shall be considered after a renewal application has been filed an' tj�et8 has b'eefia: chances • •
in the applicable building code negatively affecting the performance of this product. 000000 0 0 0 .0 • • •
000900
0000 0000.0
TERMINATION of this NOA will occur after the expiration date or if there has been 1 -revision or chghge in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo'tsemeflt of a4y 44duct, fdr ""
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to gomply with any section of• 0 • •:
this NOA shall be cause for termination and removal of NOA. •
900
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 12-0228.18 and consists of pages 1 through 11.
The submitted documentation was reviewed by Juan E. Collao, R.A.
19 .60ad-,11 NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
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 Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles
system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions
Test
Product Description
0000.. •
Specifications
• • • • • . •
3MTM 2 -Component Foam
N/A
TAS 101
Two component polyurethane foam adhesive
Roof Tile Adhesive AH -
.. .. 0000
PHYSICAL PROPERTIES:
• • 0:: • •
160
0000..
Pro Test
Res lts.'. '
Foam Dispenser RTF1000
N/A
Compressive Strength ASTM D 1621
Dispensing Equipment
ProPack® 30 & 100
N/A
Tensile Strength ASTM D 1623
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
0000
• •
Goo*
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which Et"grribnt
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile aelh8z".
0000.. •
MANUFACTURING LOCATION:
• • • • • . •
6666 • ••
1. Tomball, TX.
09:00: :.".
.. .. 0000
PHYSICAL PROPERTIES:
• • 0:: • •
0000..
Pro Test
Res lts.'. '
Density ASTM D 1622
•• • 0000
ft
1.61bs./3 0 0:.
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 @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856
86%
60.0•9
•
0
••••••
60000•
• •
6606•
.•66.6
•
066.60
0006..
• •
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.
NOA No.: 13-0502.02
M MNAM Cou rnr Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Renort
Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
01/16/95
257818 -IPA
TAS 101
12/16/96
P36700.04.12
25-7438-3
SSTD 11-93
10/25/95
TAS 101
25-7438-4
TAS 123
25-7438-7
SSTD 11-93
11/02/95
528454-9-1
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
0000
520109-2
•
520109-3
0000..
'
..
520109-6'
0000..
•
520109-7
0 0 0 ••
•
:0.
520191-1
TAS 101 '••••
03/29'99
520109-2-1
••••••
• 0000
LIMITATIONS:
0000..
•
•
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assemtly ((%fire rating.
.. 0000
2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable markingpf6jhe
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal as shown below.
0000..
0000..
0000..
0000.
0000.
0000..
0000..
00000.
. .
3. 3M� 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
5. Roof Tile manufactures acquiring acceptance for the use of 3M' 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
NOA No.: 13-0502.02
�VED_l Expiration Date: 05/10/17
Approval Date: 12/12/13
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 uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof tile assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B).
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within I 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 patt}owet shall b�iYr •
accordance with the 'Placement Details' herein. Each generic tile profile requires the speeific�placeiht%i Oted
..
herein. 999 9 • ..
900900 •
9999
9999..
9999
9999..
9999
9999..
9999..
9999.
9999.
9999..
99999.
.99999
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
' 12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All 3M'm 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed
herein.
BUILDING PERMIT REQUIREMENTS:
. .
..
•
• ••• •
...... ..
As required by the Building Official or applicable building code in order to properly evaluatex1 a Ifigallatia$ ofuis
system. • • • •
- NOA No.: 13-0502.02
MlAMNOt4QECQUNtY
Expiration Date: 05/10/17
�� • Approval Date: 12/12/13
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Nan through plastic cement
(when required)
2 in.wkle
Battens optional
(Benenth iue) I
Eave CEosure
!APPROVED
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
••••
2. Continue in same manner. Injure appt94"; Lely 17 e e e e •
(109.7 cm2) — 23 (148.4 *i&qZj stuare 4wk adhesive
contact with the underside. p f jUe tile. .. 00000*
•
as 00 0000
High Profile / Single Pan Toe':':
••••••
0 •
1. Starting at the eave course, jpp1V a minims 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 jv" foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
APPROVED
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) -12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minirmtc► :' (50.8
mm) x 10" (254 mm) x l" t25.4m•m) fol"pttddy ••":'
onto the underlayment posit mtedeas shoWtf Unger the '.
pan portion of the tile close%? tdllib overlock 8fthe *Goose
tile being set. Insure approx"WaIM 17 (109.'1 cm2) — • • • •
23 (148.4 cm2) square inch aBMes we cor of w th the G •: G •
0000 •
underside of the tile.6 6 6 6 6
0000.. . ..
60 00 0006 006060
2. At the second course, apply�a.Wgilnum 2" (10.8mm) so
x 7" (177.8 mm) x I" (25.4 inmj faam paddy onto thee • • • • •
090
underlayment positioned as shown underthe pan • • �;
portion of the tile closest to %a overlock ofthe tile • '
being set. 00.0
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) -14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nail through plastic
(when required)
Faddy (Beneath Tile)
tlndedayrnent
o
7 in.
2 in.
••••
•• •
Battens optional
0
o �
Save course
Fascia
Weephole
10h►.
2In.
Ewedoswe
Drip edge
APPROVED
High Profile / Single Pan Tile
I . Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
•
••••
•• •
•
• •
••••••
0000
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cmZ) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
0000
. .
0000
0000..
0000..
0000..
0000
..
0000
. ..
0000.
0000..
.
00 00
0000
0000..
000000
0
.0 .
0000..
00000..
.00
00 0
0000
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/411
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) -11 (71 cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the the at
the head of the tile. Continue in same manner.
9999
NN
• •
••99
••9996
ei.
�2
9.9.06
•.
9609•0
•
i*i�i� iiiq II louli ioip
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/411
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) -11 (71 cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the the at
the head of the tile. Continue in same manner.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
9999
• •
••99
••9996
9.9.06
•.
9609•0
•
600066
•
. •
Soso
•• •
• •
0909
• 60
•699•
00.66•
. 99
9os6•
•• •.
•660
00.60•0
9999••
•
•
• •
. •
60609•
9999..
• •
9
. •
• • •
9999••
•6 9
9999
• •
•006
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
1) Place enough adhesive to athleve 65 to 701
In contact with the pan tile.
2)Tum covers upside down. Pisco adhesive In
to 1 ht. from outside edge of cover tile.
Then Install the tile. Ensure 20 to
25sq.hw.contact area.
Iunderlayment
Eave cioswe
(mmarshown)
Fascia
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Steep pitch applications
(when required)
poW-up Mortar
on wwItudinal
edges of tile
Remove top portion of the eave course cover tile. Abut to second course of
pan Wes. Ensure eave end of pan and cow tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
APPROVED
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under two adjacent pan tiles. Support eave tiles
from rocking until adhesive has a chance to cure.
2. Continue in same manner bringing two pan courses
up toward the ridge. Insure approximately 65
(419.4 cm) — 70 (451.6 cm) square inch adhesive
contact with the underside of the pan tile.
Turn covers upside down exposing the underside of
the tile. Apply a minimum 1" (25.4 mm) x 10" (254
mm) bead of adhesive directly on the inner edge of
each side of the cover tile. Leave approximately
3/4" (19 mm) to 1" (25.4 mm) from the outside
edge of the tile, inward, free of foam to allow for
expansion.
4. Turn cover tile over after foam is applied and place
onto pan tile course. Insure a minimum of 20 (129
cm) - 25 (161.3 cm2) square inch conk" area on
each side of the cover tile to the pan ?16 rGontinuo,.....
in same manner. Trim away arty cure wVosed •
foam adhesive. Pointing'af D tlgitudinal edges of • • • • • •
the cover tiles are considddptional. ;....;
5. When additional nailing i"s required, i" (�a.8 mm)• •: • •.
.. •. . .. .....
x 4" (101.6 mm) nailers� r t jtre wir %ly • • • • • •
using galvanized, stain1W gggl, or coppgr wire and ••
compatible nails may b$usL%.; a . ....;.
•••o
END OF THIS ACCEPTANCE
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 11 of 11