RF-14-381Inspection Worksheet
' Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 208103
Scheduled Inspection Date: May 09, 2014
Inspector: Rodriguez, Jorge
Owner: DUNN, JOHN NICHOLAS
Job Address: 70 NW 94 Street
Miami Shores, FL 33150-
Project: <NONE>
Permit Number: RF -2 -14 -381
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
I:2rT [Tamil, I-117—T,
Parcel Number 1131010340210
Contractor: PAUL KAWALEK ROOFING CO. Phone: (305)754 -0191
comments
TEAR OFF EXISTING TILE/FLAT REPLACE WITH A NEW
TILE/FLAT ROOF SYSTEMS ROOF TILE WILL BE BORAL
BARCELONA 900 COLOR THROUGH CONCRETE AND
COLOR IS CASA GRAN BLEND
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction �� o ✓ ,�� �c�G ��� -
Needed ❑ �����
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
May 08, 2014 For Inspections please call: (305)762 -4949 Page 7 of 21
RE: Permit #_
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE: 511114
I Ka-u/a 1 licensed as a Egictor / Engineer / Architect,
(Print name and cirde license Type) FS 468 Building Inspector
License #:
On or about 11 1 " 0® AM ,1 did personally inspect the roof deck nailing and
(Date 8 time)
Secondary water barrier work
o Nw qq+h5+
(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)
M.
Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this day of U _
Notary Public, Sate of Florida at Large
Notary Public State of Florida
'oanna M Feliciano
MY C mmmisslon FF 082753
Expires 01/12/2018
'General, Building, Residential, or Roo* g Contractors or any individual cerNed 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
Revised on 500M
F.I.E.
FLORIDA INTERNATIONAL ENGINEERING
&TESTING LAB
INSIGHT - INNOVATION- INTEGRATION
Owner's Name: �J 0 6'\ n L
Job Address: -1p 1�d W
Roofing Contractor:
Permit Number: iz: 2 -14 3
Approximate Roof Height: feet
Type of Access to Roof: -'— Ladder
Florida International Engineering and Testing Lab LLC
16701 SW 117 Avenue, Miami, FL 33177
Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997
Miami -Dade Lab Certification # 07- 0612.11 -State of Florida.ca #27273
SITE SPECIFIC INFORMATION
Type of Tile: L'S ,i O�k Ke- - I P> Pok _ I
Slope: 3' Approximate Square Footage:
OtherRequired Testing orce: 35 lbs. Testing Equipment: F.G.E.100x Shim o Instrument
Date Installed: Date of Inspection: _�2
TEST RESULTS
P= PASS, F= FAIL
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
1
& Gj
21
Hips & Ridges
41
61
81
2
22
42
62
82
3
23
43
63
83
4
24
1 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
1
54
1
74
94
15
35
55
75
95
16
36
56
76
96
17
37
57
77
97
18
38
58
78
98
19
39
1 59
1 79
1
1 99
20
40
1 60
1
1 80
1
1 100
---------------------'-------------------- 011 -- — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — - — — ------- - - - - -.
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
pty
I (p
Field
PV
9
Corners
-Z
Hips & Ridges
y ,-
RESP ro®easrreem®
F�Lltl$fED BY:
® 4;�7° No 63107
tea: 5
-g� Aai
® S T O
Va g .)ala VP-a -1g-
Sta,R� 4z 7
rp
,v
Miami 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: (3055) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING
OWNER: Name (Fee SimpleTiitlgholder):,
Address: r7® VyW q'4- �h sl
Permit No.
Master Permit No.2i }' I y 4 ,� S].
OS 95 b -5b9A
City: Kiaml i h®reS State: rL Zip: 33138
Tenant/Lessee Name:
Email:
JOB ADDRESS: " 1® N W q q +,, —sf
City: f Miami Shores //�� County: Miami Dade Zip: 33150
' VOI
Folio/Parcel#: `���It) I- O
Is the Building Historically Designated: Yes NO V1___ Flood Zone: AV
CONTRACTOR:
A,Company Name: PO.. &i H &wed � 900 I d1 Q� Phone#: ��� P]5 -D 1 q %
Address: �� ► �a b `�`"'�e�`F
City: M l r o_m w State: 1F1-- Zip: 3 3 ®G V'/
Qualifier Name: 04-wa. I /� /� Phone #: � __J l�-�r
State Certification or Registration #: � ®® (0 "l )5 Certificate of Cpmvetencv #: b 6-50 0®®
Contact Phone #:
DESIGNER: Architect/Engineer: I � Phone #:
Value of Work for this Permit: $. ®0
; a �r F e a' 1.1,
r� s Qu o
£tl 1 go
I lq
Type of Work: OAddress OAlteration
Description Work: 4�&rO �C I �`�i
&tslc • ?fi8tj�
rc r NcWWy'Ctlair/4
ODemolition
of
t ;,•
ti�f 0�-�•` .
i' �Gt Cse L�
`6I e r�.v�. d a. ®• r'� Ste,
K,;
S ®N �,
yS
p'���ywry y
e �r,1
° ° 0 or �a�+`k 6. 18 9 \°°• y 1 R t D
�'!A y &o let-, ' e,
® y9Q
x'11 &L 5d I Vhf' � de- 6 lend-,
COLOR THROUGHROOF TILE IS REQUIRED ac/stowledged by:
Submittal Fee Permit Fee $ CCF $ CO /CC $
Scanning Fee $
Radon Fee $
DBPR $ Bond
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE
n -
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
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.
Signature Signature
Owner or Agent Contractor
The f (eing instru ent was acknowledged be re me this The foregoing instrument was acknowledged before me this
day o cv®s 20 04 by J 'CLAM M- 2) u, 1W\ day of . 20 by
who is personally known to me or who has produced FL.1b L who is personally known to me or who has produced '
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: �...N�. JEAN OAWESTWEL l NOTARY PUBLIC:
a ° = Notary PubNe - St1� 01.E
MY Comm. EaptN May $.'2017
Sign: 014417 Sign:
Print: — 6 IF Print:
My Commission Expires: 'Z"0 Q My Commission Expires:
APPROVED BY 3 Plans Examiner
Zoning
Structural Review Clerk
(Revised 07/10/07 )(Revised 06 /10/2009)(Revised 3 /15 /09)(rev6 /4/10)
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF To WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMII.Y REsIDENTL&L STRUCTURES
PURSUANT To SECTION 553.844 F.S.
To: Miami -Dade County Building & Neighborhood Compliance Department
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name 'I® ttt -
Property Address 76) 14 V:) ct `{ ( o
Roofing Permit Number
Dear Building Official:
+t'� 'D V ri J certify that I am not required to retrofit the roof to wall
connections of my building because:
L'J The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00.
UThe building was constructed in compliance with the provisions of the Florida Building Code
(FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994
SFBC).
Print Name
STATE OF FLORIDA COUNTY OF NUANH -DADS
I ''
Sworn to and subscribed before me this
w...,,
.•`�" a "4•., JEAN DAYYESTI LQIgB
`
day of ft)p V 20�_,
Notary PW flo - Sam of ftft
M 5. "17
MY, Conan, ENO" y
(SEAL)
Cdowds" I FF 014417
Personally known
or Produced Identification if `, 'EA, -DS 0a t+74 49 2-S .4 b
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided
e
:
FEg ti :8 204
Seaton A (General lnfonnation)
Master Permit No , >s—
coact es Namte
�
Job Address ' 1
j
wfr!c�crry
i
ROOF CATEGORY
Low Slope ❑ Mechanically Fass9ned Tile 1� tAMoTWA dheelve Set Tle
❑ Asphaltic ❑ Metal Panoshingfas ❑ woad sidrGles�Shalc�s
Shingles
❑ Rr+DScriptive HUR-RAS 950
1 ROOF TYPE
❑ New Roof U� Reroofing ❑ Recovering ❑ Rehr ❑ M
ROOF SYSTEM 9IFORMATION
Low Slope Roof Area ($F) Steep Sloped Roof Area (SF) Total (SF)
-tqoo )q50
SOCUon B (Roof Plan,
Roof Plan: illustrate an levels and sections, roof drains, scuppers, overman
o and overflow drains. Include dimensions of sections and levels, dearly
dimsnsions of elevated pressure zones and location of I
CUD
An
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ftm- pedmekr
am woe ftqwwThwmqw-
em bmAeffm FmftnmkWnft Makffink
Bow WNW$) & ft Of plxsy,
Ehme glad FSSWI$Oft
ply wed
QP-
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Florida Building Coda on 0
n
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t oroJ '
Rif Stem �'i�r - i
PmdudAPPWVW
Nwnber.
Minimum D"Wn Wind Pte. If APPIiC ble (From RM 129 or
P4. 3q %) - - -P2: ��� - -p3: 1000
Maximum AWWVW PcdW,
Method of ale afsnnm nt
1
R
Sip StaAed Roof System Die Oodon
f3ack Type: ! 1rt'�"' W D 0 cl I
\Flre
r
564 i
Roof Slope:
:12 — ��i
Bldg* Ven ilatfonpe & Spacing: 1_ i� , 5 AWIS
vs Type
gyp$
- - - ili�r► � f
► ' MA
p
1 i
Florida Building Ccde Edon MO . i,
Hinh V4kw2V HUffkane Zone Unftnn Pm. AnnUcaffan Rum 11 .71
Swfion E Mile QljSd@VSm
j
For Moment bused tae systenth choose either b$cftd iL or 2. Compared the vwue�
for Mrvd& the vulva hvm WU If the K values an greater than or equal to the WWI,
values, for each area of the rGA then the file attachment method Is acceptable.
Method 1"Moment Based Tile Caleakdow Per RAS 1270
PS; Mk-:Mr, U-6 FwadadAffmdM,
w; z&j Mw-qAb rn*AdA mt i
IP21*1
t.
Method. 2 "Simplified Tile Colenlatim Per Table Dde*"
Required Moment of Resistance (M,) From Table Bebw
7, —,, 1,
Where tsfind
VWV?ft=w
Plorl"UrPS
RAS 127T"IwSimii-ow—iiiiiiisEby ffTbNW4mASCE-'
7
V.m RNWI%W-
H
TM
I.
ResbMw
KWUNIM
r
NJ ftw-qgm, I
Gwhumftd
AywmpvTHe!W:1K-
w
is
*Must be used In 40oJusetion whb a rat of moment based We mptems endwsed by the
Broward County Board of Rules and Appeals.
For UpUft band We systems use Wthed 3. Compared the values for r with the;�
values for Fr. If the F values am greater than or equal to the Fr values, for each
aura of the rout, then the file attachment method k aceeptattle.
Method 3 -UpUff Based TVs Calculatlow Pow RAS 127"
)-W._xeos& rs F, e.
(pa; I CBS 6
& Fa:
Where to Obtain Jefor3nadon
Where tsfind
VWV?ft=w
Plorl"UrPS
RAS 127T"IwSimii-ow—iiiiiiisEby ffTbNW4mASCE-'
7
V.m RNWI%W-
H
I.
ResbMw
KWUNIM
r
NJ ftw-qgm, I
Gwhumftd
AywmpvTHe!W:1K-
w
Avd Anavd
VI-Via
J(
0001
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
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 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 ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of
pro ' 'ng 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. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be
fiiiak in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to moving the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
un e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owper-shbiuld notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
/16wed 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
a a
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
WMr
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
f ng 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
rom a buildup of water. Perimeter /edge wall or other roof extension may block this discharge f
ppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
acco with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
i o of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
red . It may be beneficial to consider additional venting which can result in extending the service life of the
Contractor Signature Date
Revised on 7/9/2009 LD
� � t
� t
COUNTY ��
MIANII -DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MM) Miami, Florida 33175 -2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 31525 -"
NOTICE OF ACCEPTANCE (NOA) www.miamid"e eov/ecrnomv
GAF
1361 Alps Road
Wayne, NJ 07470
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:: GAF Ruberoie Modified Bitumen Roof System for Wood Decks
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 entiro$1'bAI&A lie p&vi$ed tv tfle user by the manufacturer or its distributors
and shall be available for inspection at Itte j oli sate it nth® ra9WO J of the Building Off cial.
This NOA renews and revises NOA No. 09 Ul24.061 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
. ... . . ... .
. . . .
... . . . .
.. . . .
. ... .
NOA No.:13- 0424.14
aodaoe ... . . . . . Expiration Date: 11/06/14
.. , , • • • . . Approval Date: 10/31/13
0 0 Page 1 of 29
. . . . . . . . . .
. .. .. . . .. ..
... . . . ... . .
ROOFING SYSTEM APPROVAL
Ca o :
Roofing
Sub- Cateeorv:
Modified Bitumen
Material:
APP /SBS
Deck Tyne:
Wood
Maximum Design
Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED I
TABLE 1
Test
Product Dimensions Specification
Matrix"' 102 SBS 5 gallons ASTM D3019
Membrane Adhesive
3R LABELED BY APPLICANT:
Product
Descrintion
Fiber reinforced rubberized cold- applied
adhesive for modified bitumen roof
GAFGLAS® #75
39.3T'
ASTM D4601
systems.
Type H asphalt impregnated and coated
Base Sheet
(1 meter) Wide
glass mat base sheet.
GAFGLAS® #80 Ultima7
39.3T'
ASTM D4601
Type H asphalt impregnated and coated,
Base Sheet
(1 meter) Wide
fiberglass base sheet.
GAFGLAS® FlexPly 6
39.3T'
ASTM D2178
Type VI asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLAS® Ply 4
39.37"
ASTM D2178
Type IV asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLAS ®Mineral
39.3T'
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
Surfaced Cap Sheet
(1 meter) Wide
surfaced with mineral gramiles.
GAFGLAS® EnergyCap"'
39.3T'
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
BUR Mineral Surface Cap
(1 meter) Wide
surfaced with mineral granules with
Sheet
factory applied EnergyCote7
GAFGLAS® Stratavene
39.3T'
ASTM D4897
Fiberglass base sheet coated on both sides
Eliminator Perforated
(1 meter) Wide
with asphalt. Surfaced on the bottom side
Venting Base Sheet
with mineral granules embedded in
asphaltic coating with factory
perforations.
GAFGLAS® Stratavene
39.3T'
ASTM D4897
A mailable, fiberglass base sheet coated on
Eliminator Perforated
(1 meter) Wide
both sides with asphalt. Surfaced on the
Nailable Venting Base
bottom side with mineral granules
Sheet
embedded in asphaltic coating.
Ruberoie SBS
39.3T'
ASTM D6164
Non -woven polyester mat coated with
Heat Weld' Smooth
(1 meter) Wide
polymer- modified asphalt and smooth
surfaced
Ruberoie SBS
39.3T'
ASTM D6164
Non -woven polyester mat coated with
Heat -Wehr Granule
(1 meter) Wide
polymer- modified asphalt and surfaced
•' 0%
• • • •
• with mineral granules.
RoofMatch7
107 ;q. ft..:.'1SM
06:64.
Non woven polyester mat coated with
SBS Modified Granular
(9: j�72)• •
• • • • •'
SBS polymer-modified asphalt and
surfaced with colored mineral gramiles.
Ruberoie SBS
39.3'x'
QSW D6d0
lion-woven polyester mat coated with fire
Heat - Weld's 170 FR
(1 truer) � ide
:
: rbarrdant polymer modified asphalt and
' : •
•' %
: surfaced with mineral granules.
NOA No.: 13-0424-14
... .
. ... .
. Expiration Date: 11/06114
JAPPROVEDI
Approval Date: 10/31/13
• • •
. ••
• • • • • •
•• • . . •. ••
• Page 2 of 29
... .
. . ... .
.
Membrane Type: SBS/SBS Cold Applied
Deck Type 1: Wood, Non - insulated
Deck Description: '9/32" or greater plywood or wood plank decks
System Type E(1): Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier: FireOuim Fire Barrier Coating, VersaShiele Fire - Resistant Roof Deck
(optional) Protection or SecurocO Gypsum-Fiber Roof Board.
Base sheet: GAFGLAS" #80 Ultima TM Base Sheet, GAFGLAS" Stratavent" Eliminator
Nailable Venting Base Sheet, Ruberoid" 20, Ruberoid" SBS Heat Weld"` Smooth
or Ruberoid" SBS Heat- Weld'm 25 base sheet mechanically fastened to deck as
described below:
Fastening GAFGLAS" Ply 4, GAFGLAS" F1exPly 6, GAFGLAS" #75 Base Sheet or any
Options: of above base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS" Ply 4, GAFGLAS" FlexPly 6, GAFGLAS" #75 Base Sheet or any
of above base sheets attached to deck with Drill-Tec' #12 Fastener, Drill -TecTm
#14 Fastener or Drill-Tec'm XHD Fastener and Drill-Tec"' 3" Steel Plate, Drill-
Teo'" AccuTrac" Flat Plate or Drill-Tec"' AccuTrac" Recessed Plate installed 12"
o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS® F1exPly 6, GAFGLAS" #75 Base Sheet or any of above base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
sptg of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
mum Design Pressure -52.5 psf, See General Limitation #7
GAFGLAS" #80 Ultima7 Base Sheet, Ruberoid" 20, Ruberoid" Mop Smooth,
base sheet attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure -60 psf, See General Limitation #7)
GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with
Drill-Tec- #12 Fastener, Drill -Tec #14 Fastener or Drill -Tec"' XHD Fastener
and Drill-Tec'm 3" Steel Plate, Drill-Tec AccuTrac" Flat Plate or Drill -Tec7
AccuTrac" Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side
lap. The othoraowsaw equally spWed+Woximately 9" o.c. in the field of the
sheet. • • + + . +
( Mxdmum A&inrNIIure i6� pc.�' See General Limitation #7)
Any of above base sheets attached to deck approved annular ring shank nails and
3" invertfd DrMJTec� insulation plates at a fastener spacing of 9" o.c. at the 4"
lap stagafgl i4twg rot's 9S' 1 the &1&
(MaximumMe$tn Pftjure.160 p+&k -, General Limitation #7)
NOA No.: 13-0424.14
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Expiration Date: 11/06/14
Approval Date: 10/31/13
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Page 25 of 29
1
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill-Tec #12 Fastener, Drill -Tecm #14 Fastener or Drill-TecTm XHD Fastener
and Drill-Tec"" 3" Steel Plate, Drill-Tec .. AccuTrae Flat Plate or Drill-Tec'
AccuTrae Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
Ply Sheet: (Optional) One or more plies GAFGLAe Ply 4, GAFGLAS® F1exPly 6,
GAFGLAS® #80 Ultima Base Sheet, Ruberoie Mop Smooth or Ruberoie 20
sheet adhered in a full mopping of approved asphalt applied within the EVT range
and at a rate of 20-40 lbsJsq.
Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid Mo 170 FR, Ruberoidl®
Mop Granule, RoofMatch7 SBS Modified Granular, Ruberoid Mop Plus Granule,
Ruberoie 20, Ruberoie 30, Ruberoie EnergyCap 30 FR SBS Membrane,
Ruberoie 30 FR or Ruberoie Mop FR in adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.
Or
One or more plies of Ruberoie Mop Smooth, Ruberoie Mop Granule,
RoofMatch"' SBS Modified Granular, Ruberoie Mop 170 FR, Ruberoid® Mop
Plus Granule, Ruberoie 20, Ruberoie 30, Ruberoie EnergyCap"30 FR SBS
Membrane, Ruberoie 30 FR or Ruberoide' Mop FR adhered in Matrix' 102 SBS
Membrane Adhesive at an application rate of 1 -2 galJsq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved
asphalt at 60 lbs. /sq.
2. GAFGLAe Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap BUR Mineral
Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20- 401bs. /sq.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomenc Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gaUsq.
Maximum Design
Pressure: See Fastening above
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NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Pane 26 of 29
t
WOOD DECK SYSTEM LDwAuow
1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS" FlexPly Tm 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum ' /a" DensDeck" Roof Board or 1/2" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LmTATIoNs:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered m a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4'x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 121bs. /sq. Note: Spot attached systems shall be limited to a maximum
design pressure of 45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and comers). heilhq rptional analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressW44rigs 4.� p eters, extended corners and comers).
(When this limitation is specificall %refetr4l JviM tidi NOA, General Limitation #7 will not
be applicable.) 00
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9X-3 oflbt Florid 4dpm9tTti pa ode.
ENMATWS jkVC1J1P 'ANCE
• • ••• • • •
NOA No.: 13-0424.14
Expiration Date: 11/06/14
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Approval Date: 10/31/13
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Page 29 of 29
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TGFU.R1306 - Roofing Systems Page 1 of
Claw A — rwny Atthered
1. auk NC Incline. 112
Insulatlon (Optional): — One or nwre layers pedit a or wood fiber or glass fiber or polyllocyanurat e or urethane or
perlite/polynsocyanurate composite or perme/urethane composite or woof fiber /polyisoeyanurate composite or phenoif -_amr it k�mess. - - - _ - -
Rom Sheet (Optlonags — One or more piles Type Gl or Type G2 or Type G3.
Membranes — One or more plies "Ruberolde Torch *" (Smooth or Granule) or "Ruberold® Torch Granule Plus° or "Ruberolft
Mop' (Smooth or Granule) or "Ruberoids Mop Plus Granule" (granule). -
Surfaring: — Gravel, 400- lbs/100 -ft2, looms laid or applied in a flood coat or hot roofing asphalt.
2. Deets: NC Uldine: 1/2
Base Sheet (Optional): — One or more plies Type GI or Type G2 or Type G3.
Membranes — One or more plies "RuberoldO Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruteruid&
Mop" (Smooth or Granule) or "Ruberold® Mop Pius Granule ".
Coatings — "Karnak No. 9T applied at I% to 3- gal./1004t2.
3. Decks NC
Indine: 1/4
Insulation (Optional): — One or more layers periRe, woad fiber, glass fllmr, any thickness.
Base Sheet (Optional): — One or more plies Type G! or Type G2 or Type G3.
Membranes — One or more plies "RubemWQ Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid@ Mop Granule°
or "Ruberotd® Mop Plus Granule".
Coating: — -Kemak No. 97" applied at ilk to 3- gal/1o0 -ft2.
4. Dacia C -15/32
Inca m 1/2
insulation: — One or more layers partite, glass fiber, polyisocyanurate, urethane, pedite/polylsocyanurate Cosn{osite, pedWurethene
composite, phenolic, IV--In. minimum thickneo (butt joints staggered a minimum of 6-1n. form plywood dock bUtt jOUM).
Base Sheet: — One or more plies Type G2 or Type 63.
Ply Sheet (Optional): — One or more plies Type GI.
Membranes — One or more plies "Ruberokf® Torch- (Smooth or Granule) or "Ruberoki® Torch Granule Plus" or "Ruberoid®
Mop" (Smooth or Granule) or "Ruberoide Mop Plus Granule."
Surfacing: — "Karnak No. 97" applied at I% to 3- gat/100 -ft?.
S. Decks NC
Isocline: 1/2
Base Sheet (Optional)s -- One or more plies Type G1 or Type G2 or Type G3.
Membranes — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus."
Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gaU100-ft2 or Grundy Ind. -20 P Emulsion- applied at 3- gal /11W -0.
6. Deck C -15/32
Inclines 1/2
Insulations — One or more layers partite, glass Fiber, .214-in. minimum, polyisocyanurate, urethane, perlite/polyl cyanurate composite,
pertltelurethane composite, Wi-in. minimum.
Bake Sheet (Optfonai)s — One or more plies Type GI or Type G2 or Type G3.
Membrane: — One or more plies "Rubaroid® Torch" (Smooth or Granule) or -RuberoM Torch Granule Plus- or - Ruberoid®
Mop" (Smooth or Granule) or - RuberoidO Mop Plus Granule. -
Surfacings — Gravel.
7. Deck: C -15/32
0':1 i'
Insulation (Optional); — One or more layers peritte, wood fiber, glass f lw, polyisocyanurat% urethane, perittEtpolytsocyanurate
composite, periite/urethene composite, wood fiber /polyisotyanurate composite.
Base 5hsunt! — Two or more plies Type G2 or Type 13.
MY Slut (OptlOtlfil): — One or more plies Type GI.
Membreaw. — One or more piles "Ruberofdsb Torch" (Smooth or Granule) or °Ruberoid® Torch Granule Plus" or "RuberoWe
Map" (Smooth or Granule) or "Rubcrold@ Mop Phis Granule. -
Surfacing: — "Karnak ft. 97" applied at ij%w0eWVJ0Q-f0 Or gW4V. • •
sa. Dacia NC • • hI&I 1/2i i • i • •
•• ••• •• • • • ••
Immlatiom — One or more layers partite, glass fiber, 3A -m, minimum polylsocyanurate, urethane, perdfle/palylsotyanurate Composite,
pernte/urethene composite, SOS in. mirgmum• • • • • 040 •
Mwn Sheet
non - One or n- —Ones " t�fvge (ot!TV t I � uC -la o
ltombraneu - s]r�e or more plies "R��� a'orc�" ( r axi ) tile!► T6rCn GranUlE PIUS" Or °RUberblq®
Mop" (Smooth or Granule) or "Ruberoid ®•NiopePkss s3murule. • • • • •
Suofathsg: — Grundy "Ai. MB Aluminum roof t:oaling'O ftiietf at 1 to 2agat /i60_ft2.
••• • • • • ••• • •
1lttn- / /d.gtahaeAnlrnm /rat hin/ XVVjP4" iw w/$ NF4- r/3 r4p t3
3hRl. �t,. ,..,...►,.ei,+..,to.,....... —�r c�►ornnsn
•• •• • • • •• ••
••• • • • ••• • •
tTGFU.R1306 - Roofing Systems Page 2 of 2
9. Oedu C-15/32 India: 1/2
Insulatlon (optbas ): — One or more layers perlite, glass fiber, 46 -In. minimum, polylsocyanurate, urethane, PerIl /,-,I; tsoc)anurate
composite, perlitelureihane composite, phenolic, 1'h in. minimum.
Base Sheet: — One or more plies Type G2 "GAFGLASO e75 Base Sheet , or °Tr{ -Pt ® *75 Bas Sheet", or me-hani+caliy
fastened in place. w
Ply Sheeto — One or more plies Type G1 .. Ply 4" oh 7rl -Ply® Ply 4" or °C,AFGLASS Ply 6" hot mopped In pLxs: - -
Membrane: — "Ruberoid @. Mop 170 FR° or °Ruberoid@ Dual Fib or °Ruberoldo Poop FR" or "Ruben&* fitergyCap°' Phop FR. "°
Surfacing — (Optional): "GAP I'Mered Aluminu Ung° appiled at i'h- gay100 -ftz or "GAF Weather Coat " aoilie�l ac 3-
gal /100 -tt�.
l0. tDlCk= tr -15!32 ; lmtlne. vw
Insulation (Optional): — Perlite, fiber glass, polyiscyanurate, urethane or pedtte /polylso yanurate comma. -
Base Sheens — One or more layers Type G2 "GAFGLASO #75 Owe Sheet° or OTH -Piy® *75 Bas Sheet" or G3 "GAL;: ® Mineral
Surfed*. Cap Sheet" or °TrI-PIy* Mineral Surfaced Cap Sheer. tt��ggtt mopped or "nw0wicaliy fastened.
PIy Sheet (Optioned): — One or more plies Type G1, hot mopm in place. i 'K
a
Membrane: — "Ruberolde Mop 170 FR" or "RubemfdO Dual FR" br.. "RUberoidWillop FR" or"wmqWo aveigyCap"" Mop FR.-
ago
••• • • • • ••• i •
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••• • • • ••• • •
0~1If A
AM1
®1 + a r MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADAUNISTRATION DIVISION Miami, Florida 33175 -2474
T (786) 315-2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) www.ndamidadexeyleconomy
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein.
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 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.
=w �
APPROVED
NOA No.: 12 -0713.02
Expiration Date: 09/13/16
Approval Date: 02114/13
Pace 1 of 8
ROOFING COMPONENT APPROVAL
Category Roofing
Sub- Category: Underlayment
Material: SBS , APP Self - Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self- adhering, glass -
Manufacturing Location 61' x 3'3 3/$" 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 31-'/8" ASTM D 1970 fiber /polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof file underlayment.
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 3'3j/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefimc; 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 3'3j/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 3'3j/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, glass -
underlayment
65' x 3'3 3/8"
ASTM D 1970
fiber/polyester reinforced waterproofing
(Surface Printing)
80 mils thick
membrane. Designed as a metal roofing and roof
Manufacturing Location
tile underlayment.
#1 & #2
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt waterproofing membrane,
underlayment
32'10" x 3'3j/8"
ASTM D 1970
glass- fiber /polyester reinforced, with a granular
Manufacturing Location
130 mils thick
surface designed for use as a the roof
#2
underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self- adhering, glass -
Manufacturing Location 61' x 3'3 3/$" 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 31-'/8" ASTM D 1970 fiber /polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof file 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"x3'3-3/8" 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 Arency 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
10/03/12
PRI Asphalt Technologies
PRI01111
ASTM D 4977
04/08/02
PUSA- 005 -02 -01
ASTM D 4977
01/31/02
PUSA -018 -02 -01
ASTM D 2523
07/14/03
PUSA -035 -02 -01
TAS 103
09/29/06
PUSA -033 -02 -01
ASTM D 1970
01/12/06
PUSA - 055 -02 -02
TAS 103
12/10/07
PUSA- 083 -02 -01
TAS 103
06/30/08
PUSA -089 -02 -01
TAS 103 /ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20H7A
TAS 103 /ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103 /ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103 /ASTM D4798 & G155
02/18/10
DX23138A
TAS 103 /ASTM D4798 & G155
02/18/10
�unoE CouN 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 fihn as the membrane is applied.. All side laps shall be a minimum of 3 -'/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.: 11-0713.02
tnaM�r►oe couNrir Expiration Date: 09/13/16
Approval Date: 02/14/13
Pate 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.
Exposure Limitations @UsL
Polystick MTS
MTS
IR-Xe
TU
TU Plus
TU P
Tile Pro
Dual Pro
TU Max
Winter Haven, FL.
180
180
180
180
180
180
180
90
Hazelto 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 shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick Ht-Xe
Polystick TU, TU
Polystick TU
Plus, TU P, Tile
Max
Pro
Flat Tile
Prohibited without
5:12
No limitation
No limitation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
APPROVED
NOA No.: 12- 0713.02
Expiration Date: 09 /13/16
Approval Date: 02/14/13
Page 5 of
GENERAL LimrrATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
the 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.
dl
Q
e
6j
DO? ueCK PrgMMa Vffin
POLYSRCKTU Rus I
I
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 name or logo,
city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control
Approved" or the Miami -Dade County Product Control Seal as shown below.
MIAP1143ADE COUNTY
BUILDING PERmyr REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
APPROVED
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of
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 7712" or greater. It is suggested that on pitch/slopes in excess of 6'/a "/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 should be set
and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6
inches in either direction. The repair should be installed in such a way so that water will run parallel to or
over the top of all laps of the patch.
10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894 -4563.
APPRQYED�
NOA No.: 12 -0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of
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 1,11 IITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12- 0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
Em 0
MIAMI DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA)
vmw•miaWdade.eov /sera
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami Dade County PERA - 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. PERA reserves the right to revoke this
acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails 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: Barcelona 900 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 distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA#07- 0220.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
--°� NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04 /19/12
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Cateam:
Roofing
Sub- Catenory:
Roofing Tiles
Material:
Concrete
Deck Type:
Wood
1. SCOPE
This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral
Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where
the pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed in the
installation section herein. The attachment calculations shall be done as a moment based system..
2. PRODUCT DESCRIPTION
Manufactured by
Date
Test Product
Apulic
Dimensions
Specifications Descriotion
Barcelona 900
1 =17"
TAS 112 High profile, interlocking, one-piece, 'S'
w =13"
shaped, high- pressure extruded concrete roof
Testing of screw vs. smooth
' /Z' thick
tile equipped with three nail holes. For direct
deck or battened nail -on, mechanically
fastened, mortar set or adhesive set
applications.
Trim Pieces
Length: varies
TAS -112 Accessory trim, boosted Barcelona, concrete
Width: varies
roof pieces for use at hips, rakes, ridges and
varying thickness
valley terminations manufactured for each tile
profile.
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL.
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier
Redland Technologies 7161 -03
Appendix III
Redland Technologies
Redland Technologies
Redland Technologies
7161 -03
Appendix 11
P0402
Test Name/Reno rt
Date
Static Uplift Testing
Dec. 1991
TAS 102 & TAS 102(A)
Wind Tunnel Testing
Dec. 1991
TAS 108(Nail -On)
Withdrawal Resistance
Sept. 1993
Testing of screw vs. smooth
shank nails
Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108 (Nail -On)
NOA No.: 12- 0222.02
Expiration Date: 04 126/17
Approval Date: 04 /19/12
Page 2 of 7
i
Redland Technologies
P0631 -01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Professional Service Industries,
IC- 1320 -94
Physical Properties
Feb. 1995
Inc.
TAS 112
The Center for Applied
25- 7688 -3
TAS 101 (Adhesive Set)
June 1996
Engineering, Inc.
25- 7688 -10
TAS 101 (Mortar Set)
July 1996
The Center for Applied
25- 7688 -5
Static Uplift Testing
June 1996
Engineering, Inc.
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
The Center for Applied
25 -76884
Static Uplift Testing
June 1996
Engineering, Inc.
TAS 102
(4" Headlap, Nails, Clips)
Celotex Corporation
520111 -3
Static Uplift Testing
Dec. 1998
Testing Services
520191 -2 -1
TAS 101
March 1999
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
March 1999
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set
April 1999
System
Walker Engineering, Inc.
Evaluation
25 -7183
March 1995
Calculations
Walker Engineering, Inc.
Evaluation
25 -7094
February 1996
Calculations
Walker Engineering, Inc.
Evaluation
25 -7496
April 1996
Calculations
Walker Engineering, Inc.
Evaluation
25 -7584
December 1996
Calculations
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Walker Engineering, Inc.
Evaluation
Restoring Moments Due to
February 2007
Calculations
Gravity
Nutting Engineers
122
TAS 112
January 2007
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04 /19/12
Page 3 of 7
i 4 e ,
3. I. nuTATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with the applicable Building Code.
4. INSTALLATION
4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance
with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (lbf)
Length -1(ft)
Width -w (ft)
Barcelona 900
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers -X (It)
Tile
Profile
x(ft)
Batten Application
x(ft)
Direct Deck Application
Barcelona 900
0.289
0.313
Table 3: Restoring Moments due to Gravity - M9 (ft -lbt)
Tile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
Profile
greater
Barcelona
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
900
Deck
Deck
Deck
Deck
Deck
Deck
7.28
8.13
7.21
8.05
7.10
7.93
6.96
7.78
6.79
7.61
6.61
7.40
NOA No.: 12 -0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 4 of 7
I . t ,
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Nall -0n Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15132"
plywood)
Direct Deck
(min. 19132"
plywood)
Battens
Barcelona 900
2 -10d Mng Shank Nails
28.6
41.2
19.4
1 -10d Smooth or Screw Shank Nail
5.1
6.8
2.8
2 -10d Smooth or Screw Shank Nails
6.9
9.2
7.3
1 .#8 Screw
20.7
20.7
18.1
2 .#8 Screws
43.2
43.2
29.8
1 -10d Smooth or Screw Shank Nail
Field Clip)
23.1
23.1
19.0
1 -10d Smooth or Screw Shank Nail
Eave Clip)
29.3
29.3
24.0
2 -10d Smooth or Screw Shank Nails
Field Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw Shank Nails
Eave Clip)
38.1
38.1
41.8
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Adhesive
29:
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 10.7 grams.
Polyfbam 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
Barcelona 900
Polyfoam PoIyProTm
66.5
Polyfoam PolyProTm
38.
3 Lar a paddy placement of 6 rams of PolyProTm.
4 Medium paddy placement of 24grams of PoIyProTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set
24.
5. Tile -Tite Roof Tile Mortar
gPPROVED���
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04 /19/12
Page 5 of 7
I . F
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved ".
LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
6. BUILDING PERmrr REQmEMENTS
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 the Building Official or applicable building code
in order to properly evaluate the installation of this system.
APPROVED
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04 /19/12
Page 6 of 7
PROFILE DRAWING
NAIL HOLES
17"
UNDERLOCK
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
OVERLOCK
3 5/8 "
%z
13"
NOA No.: 12 -0222.02
Expiration Date: 04126/17
Approval Date: 04 /19/12
Page 7 of 7
MlAM
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERK TI TING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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.m1anddade.wy/y
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 PERA - 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. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails 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: 3Mrm 2- Component Foam Roof Tile Adhesive AH -160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and 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 distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
F _qtr
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
I
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 Descriution
Suecifications
3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000 N/A Dispensing Equipment
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Pro a Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength
ASTM D 1623
Water Absorption
ASTM D 2127
Moisture Vapor Transmission
ASTM E 96
Dimensional Stability
ASTM D 2126
Closed Cell Content ASTM D 2856
Results
1.61bs. /ft 3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.070/. Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
Test Aaencv
Test Identifier
Test Name/Reno
Date
Center for Applied Engineering
#94 -060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25- 7438 -3
SSTD 11 -93
10/25/95
25- 7438 -4
25- 7438 -7
SSTD 11 -93
11/02/95
25 -7492
SSTD 11 -93
12/12/95
Miles Laboratories
NB- 589 -631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637 -92
ASTM E 108
04/30/93
Southwest Research Institute
01- 6743 -011
ASTM E 108
11/16/94
01- 6739- 062b[1]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96 -1
TAS 114
03/14/96
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
LINIITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3MTm 2- Component Foam Roof Tile Adhesive AH-
160 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 file adhesive with their file
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
�F W
_ �2
Fl— MS
NOA No.: 12-0228.18
Expiration Date: 05/10/17
MIAMIOADE MrW
Approval Date: 05/10/12
Page 3 of 7
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 file 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). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
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 2 to 3 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
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, M& Profiles
#1
35
N/A
ffigh Profile 2 Piece Barrel
#1
17 /side on cap and 34/ an
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
1
1 8
APPROVED
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10 /12
Page 4 of 7
LABELING:
All 3MTm 2-Component Foam Roof Tile Adhesive AH-1 60 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQumwws:
As required by the Budding Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nab #M*hPwftCM.w
Unb"-d
1
0
EMCMM
FaKb
wMew.
EmOM
4hupfimweephdo
Ft*@KNMTk)
. . . . . . . . . . . .
....... . . . . . . .
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
....... . . . . . . .
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
Nall dm*h plastic cement
0
1
40>t Sk*
,., in
Tx3in. unde dle
Single paddy on 2 In. 41n.
under-
X7N-
SinglopaW
an top of via
ADHESIVE PLACEMENT DETAm 3
DOUBLE PATTY
Metween tile)
(under 11118)
W,
"I through plastic cement
Undulayment
Nd ftmh plastic cement
I 4NF'1IYLx3hL
1
4 In.
Single
Single paddy
paddyon
MOM
under-
layment
Single
on
WOO
Nd ftmh plastic cement
Q 3 Im x 3 In.
Single paddy
MOM
A
END OF THIS ACCEPTANCE
Single paft under the
Single paddy between th
2 IL x 7 In. medhun
shoe paddy em
!Muse Only
<_ �FaKle
Ease dosin
- 00 edge
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7