RF-14-2615Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-224201 Permit Number: RF -12-14-2615
Scheduled Inspection Date: March 03, 2015 Permit Type: Roof
Inspector: Rodriguez, Jorge Inspection Type: Final Roof
Owner: MEINHOLD, RICHARD Work Classification: Tile/Flat
Job Address: 360 NE 91 Street
Miami Shores, FL
Phone Number
Parcel Number 1132060190210
Project: <NONE>
Contractor: PAUL KAWALEK ROOFING CO. Phone: (305)754-0191
7U U 11 UVIIJOIL111G11L %,V111111V11L'
TEAR OFF EXISTING TILE AND FLAT ROOFS; REPLACE
WITH A NEW SANTA FE SPANISH; AND INSTALL A NEW
FLAT ROOF SYSTEM.
INSPECTOR COMMENTS False
March 02, 2015 For Inspections please call: (305)762-4949 Page 8 of 29
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
March 02, 2015 For Inspections please call: (305)762-4949 Page 8 of 29
Florida International Engineering and Testing Lab LLC
F*1*E* 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
---------------------------------------------------------------------------------------------------------------------
SITE SPECIFIC INFORMATION
Owner's Name:`
Job Address:
Roofing Contractor:
Permit Number:Type of Tile:
Approximate Roof Height: _feet Slope: S, A proximate Square Footage: Gni ft2
Type of Access to Roof: Ladder
OtherRequired Testing Fprce: 35 lbs. Testing Equipment: F.G.E. 100xTmpo Instrument
s- ,Shi
Date Installed: I
Date of Inspection:
TEST RESULTS
P= PASS, F= FAIL
Test P or F
Location
Test P or F
Location
Test P or F
Location
Test P or F
Location
Test P or F
Location
1 �_
21 �. c
41 1 E
61
81
2
22
42
62
82
3 1
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
1535
55
75
95
16
36
56
76
96 -
17
37
57
77
97
18
38
58
1 78
98
19
39
59
79
99
20
40
60
80
100
----------------------- 11-1 ----------------- 7 -------------- -
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 ft2
No. of Tests
Perimeter
Field
.
Corners
Hips & Ridges
4t44fllrrtt!
RESPE'`tLLYaw ED BY:
t
E?` ° No6< z 07 =
Vir ga, . 3a a rigs to V
Staie,, °6e M,.-
0
�7
FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB, LLC
Job Address: - C - ``(� `='
Other: �t g:' +--1
Sketch of Roof
RE: Permit # Q r I —0?6 5:
Miami shores V
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE: 1115 iq
I ko AO'Wo� licensed as a n Contractor/ Engineer/ Architect
(Print name and circle License Type) FS 468 Building Inspector
License #: (M5 D d00
171
On or about U3,1161 IH I 1 1 30 I'M , I did personally inspect the roof deck nailing
(Date &time)
work at 3 Q �l q i St
(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)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this day of
Notary Public, Sate of Florida at Large ��� _ _ A%y Of,,& Notary Public State of Florida
Joanna 1`0 Feliciano
R My Corrmicsion FF 082753
/ nzo Expires 0 111212018
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
D—A—A — linin Airm inN1n
A 4
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PRONE NUMBER: (305) 7624949
BUILDING
PERMIT APPLICATION
Permit Type: WELDING
JOB ADDRESS: 3 6L? ! V'E " 1 I -6+
DECO 014
�z
FSC 20.E jc
Permit No. 1
Master Permit No.
ROOFING
City: _ Miami Shores County: Miami Dade
Folio/Parcel#:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (FeeSimple Titleholder): Ri 4"�. M AD f Phone#; 305 �c�p� �j�j�
Address: .3 C o /+� � `7 1 61-
City:
State:
3
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: CompanyName: al PioI � Phone#: �.QIl
91
Address: 3 fS q Q �, �! > b q h �erl-
City: ANI
t- a i, State: it Zap:
Qualifier Name: AAA, 4 Pi Phone#:
State Certification or Registration #: Certificate of Competency #: _ dS 0000
Contact Phone#: Email Address: w
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 12)10 -Wo d ' s 3 00
quare/Linear Footage of Murk:
Type of Work: OAddition • O tion ONew Repair/Replace ODemolition
Description of Work. �'' 7 �X ( 4( hiA 4 ( � e �-h C'�_ i �i `t ir''/7f`F t t--o'n lir v
Color thru We:
Submittal Fee $ Permit Fee $ ? ``�
CCF $ 9 - CO/CC $,
Scanning Fee $ _ lt— Radon Fee $ DBPR $ `-1
�. Bond $�``�� 1
Nota $ `` 1
i'Y TYaining/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ -=
TOTAL FEE NOW DUE $__g_ j ,
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
Zip
State �p
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.
Signature6Signature
O er or Agent Contractor
The forego*yin trumenttCwas acknowledged before me this 2p The foregoing instrument was acknowledged before me this
`
day of _ Lw. r 20 LL, by I\ iGA t+2 M e N k o i s day of jEn A-6 z0 .j �, by P�1� l A
who is personally known to me or who has produced_ who is personally known to me or who has produced L�
-D(U&, b UC-9A&QC-1 As identification and `yjto!klid aakq )p oath. as identification and who did take an oath.
NOTARY PUBLIC: � P`R A L 4f,
�. •T••. i
Sign:4mdue� "Si� _ _
Print:
NOTARY PUBLIC:
Sign:
otary_ a �rezPrint: n
Caffm
My Commission Expires: N No. FF 158152 ` r
� ' My Commission Exps: � Expires 08/03/2018
APPROVED BY Plans Examiner, Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10t2009)(Revised 3/15/09)
a;
Zip
State �p
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.
Signature6Signature
O er or Agent Contractor
The forego*yin trumenttCwas acknowledged before me this 2p The foregoing instrument was acknowledged before me this
`
day of _ Lw. r 20 LL, by I\ iGA t+2 M e N k o i s day of jEn A-6 z0 .j �, by P�1� l A
who is personally known to me or who has produced_ who is personally known to me or who has produced L�
-D(U&, b UC-9A&QC-1 As identification and `yjto!klid aakq )p oath. as identification and who did take an oath.
NOTARY PUBLIC: � P`R A L 4f,
�. •T••. i
Sign:4mdue� "Si� _ _
Print:
NOTARY PUBLIC:
Sign:
otary_ a �rezPrint: n
Caffm
My Commission Expires: N No. FF 158152 ` r
� ' My Commission Exps: � Expires 08/03/2018
APPROVED BY Plans Examiner, Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10t2009)(Revised 3/15/09)
Miami shores
Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) T93—UQ4
Fax: (305) 756.8972
Notice to 0*her - Workers' Compensation Insurance Exemption
Florida Law requires workersConte msuraoce coverage under ei a40 of theFtoric� Statutes_' Fla,_Stat. §440.05
�ovvs`
corporate in the construction mdnstly to exempt them lvt4 from tip
pionto4R f any .consk�tion project
obtamm8 a building PwmiL PAusuant to the Florida Divisron;of Workkers' CoMPnsation &*Joh Fads Brochure:
An emPlow in the construction indutry who eavloys one or more Part-time or full-time
Cawloyce.% including M, must obtm vaft B' compensat coverage Carpo e
officers or members of a lima#ed habilq copy aj q m the cc�stcover
j ,,clew to be exempt if- IDeY
�' PH ASM
1. The officer owns at least 10 Percent of the Stock of the
••• NST A9Y ?� of an LLC, a statement attesting to the miniamm 10 c� or m the case�. The officer is listed as an officer of the P o '
' My Comm. Expires � � in the records of the Florida
September 9, 2018 t of State, Division of Corporations; and
No. FF 158152 ' The coqxnfion f regrst� and listed as active with the Florida Det of
40 Sm
C) o
0,�0� corporation
limited
liability Y membersto emPtConsructo �P���
period of two
s ' t t , !01 a vohmtary revocation is filed or the, exemption is revoked by the Division yew Or No
Your contractor is requesting a permit under this werim, compensation exemption. In these ci mutancm, Miami Shom Village
does not require verification of workers' compensation instuuttce cove from the COMI tWs
liable for the er •on of allowed to work under this Y• M von may be
insurance carrier site most property in sans poli:ci s DO NOT cover this type of I abtyity. Please check with Yew
BY SIGH NTG BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS MnCE AND UMERSTIAND US
CONTENT'S.
State offlorida )
County of Miami -Dade )
Sworn to md subsmOW before me tris
day of0
_AL_vciY%W,, 20j,
By
(SEAL)
Tvae of Id tion nrodu�.ftt
State ofFlorida )
County ofM ami Dade )
Sworn to and subscribed before me ois 0'
_
day .20L(
• —N.a nevarEY
F My Commission FF 1567A0
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
�jc�) turd wd
Property Address: .3 bo N5 q 1 .5+
Roofing Permit Number:
Dear Building Official: 11
I i2tN��l�
C ► " I certify that I am not required to retrofit the roof to wall connections of my
building because:
L�The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
i
Signature V Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the aA
Sworn to and subscribed before me this o7 Vtday of Ovnr4ksi ZO.�•'.•;�pT A9r••':�'��
My Comm. Expires %.
9, 2018
Notary Public, Sate of Florida at LargeJ i September
�, No. FF 15815252
�S
i '. : �
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building' ••• PV i+ft�C • `1 S�t�
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.///! f A .O F F
Revised on 5/21/2009
��
ti �! 11
'iil 11 '�'.
1t . �t ■�
�� �► � ��
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Foran
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as "NAJ
System Manufacturer: 6l
NOA No.: I "' M711 .O F
Design Wind Pressures, From
1 RA�S 128 or Calculations:
Pmax1: � `D Pmax2: ' 1 Pmax3: l 1 Q 3 q
Max. Design Pressure, From the Specific NOA
System: 5a, 5
Deck:
Type:
5th'
Gauge/Thickness:
Slope: V-61
i C
Anchor/Base Sheet & No. of Ply(s):%���J%
j uAnchorl,17
,�,, its cw ww � n MateriaICA -R5
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply: ED �At'a 1,n
Top -�ter0 r�
Surfacing:
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: -i " oc @ Lap, # Rows a Ca i " oc
Perimeter. 6 " oc 0 Lap, # Rows / C� - oc
Cwt b Yoe0Lap, # Rows y -L.
Number of Fasteners Per Insulation
Board
Field: Perimeter Comer
Illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cani
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
trio F
6W rAvAL%- el
F'f.
,[► wl tx" Ccs 0
`�
L3 OP�V
�bns�she�i'
%Si l Ply woo r�
0000•
•
• ••
0000
Height
• •.,
•
.. .
000•
0000
0000•
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
.SGlj��a<d
Product Approval Number:
a q,11)10l
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: 3q+ I P2: bib' I P3: 10 01
Maximum Design Pressure ('7119
Product Approval Specific System:
Method of Tile Attachment:
V o),qSolLim C&.h�S )1!G
Roof Slope:
3 :12
Steep Sloped System Description
Deck Type:
Underlayment: -o-'3 0 feA+
Fire Barrier: IV/
N * j
0000..
Fastener Type & Spacing: )) ` ,, VN -16 V IA
Ridge Ventilation? j g, • • 5 • al • •
...
Adhesive Type: vetA • • •
0000 0000 ...
0000.. .. 0000.
Type Cap Sheet:Poi ��' ;STI"' -....
0 . 0 . 000000
Roof Covering: <..
Mean Roof Height:
Type & Size Drips co IDS eyr«.Edge:
5)(3 go�ly
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values
for M, with the values from Mf. If the M, values are greater than or equal to the M,
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P, �' x A,��� = 11,61 ) - M9: 9' = Mr, �So q Product Approval Mf 61,9 -
(P2:H..,
. i x A�a9'1 = - Mg: s. Sq = Mr2 IN, 4o Product Approval Mf bid
(p,:(00erl xx,01qq A3,qo- Mg:&q = M,,a,t w09 Product Approval Mf
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mf
Mf Re uired Moment Resistance*
Mean Roof Height -4.
Roof Slope 4,
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12 124.4
All calculations must be submitted to the Building Official at the time of permit application.
25.9
27.1
28.2
30.0
*Must be used In conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compare the values for F' with the values for
Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then
the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • •
(P,: x 1: = x w:= i) - W: x cos 0: - = Fr, Product AagMvpl F' _ •
(P2: x 1: x w:= _) - W: x cos 0: -_z_- Fre Product ApprjWpl F'
(P3: x 1: = x w:= _ ) - W: x cos 0: - = Fra Product Approval F' •
0000 0000
0000..
0000..
0000.•
0000.
0000.
•..•••
•.
0000.•
•....•
• •
Where to Obtain Information
Description
Symbol
Where to find :096
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis preparedby PIP based on ASCE 7
Mean Roof Height
H
Job Site • • • •
Roof Slope
0
Job Site . . •
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
I = length
w = width
Product Approval
All calculations must be submitted to the Building Official at the time of permit application.
0000..
0000..
0000.•
0000.
0000.
•..•••
•.
0000.•
•....•
• •
OWNER'S NOTIFICATION FORM
SECTION 1524
HIGH VELOCITY HURRICANE ZONE—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 initials in the designed space indicates that the item has been explained.
41 1. 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.
4E2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida 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 neighboring units (i.e.
$6�wnhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify
the occupants and adjacent units of roofing work to be performed.
-0 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed
from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the
underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance.
0 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may
require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of
the new roofing system. Ponding conditions may not be evident until the original roofing 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 dischar;eo� erflo scuppers MTV
outlets) are not provided. It may be necessary to install overflow scuppers in accordance w4"the rejutredlents oi:..:.
Chapter 15 and 16 herein and the Florida Building Code, Plumbing. "•"' :....:
7. Ventilation: Most roof structures should have some ability to vent natural airflov'v- trough theim rior oftlle•.
structural assembly (the building itself). The existing amount of attic ventilation shall not Vg•;;cruced;••••• 09000
•9000
Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect t®• nate the attic venting,
shall not be required.
Owner's/Agent's Signature: `�' Date: / [26]/ r
Contractor's Signature: +AAPermit Number:
Property Address:
123 01-197 12/09
MtBWz=NMANII-BADECOUNTY
PRODUCT CUNTRUI. SECTION
DEPARIPARW OF PERhErrrUW,,, ENVUKROU IT, AND REGULATORY AFFAMS (PIRA) I IM SW 26 Some, Roam 209
DOARD AND COOK ADAUNIMAIRON DIVIS10N Miami, Florida 33175-2474
T (786) 315-2"0 F (786) 315-2599
NOTICE OR ACCEPTANCE (NOA) WWW
Smtefe Tile Corporation
8825 NW 9e Street
Malley, FL 33178
SCOPE:
This NOA is being issued uta the applicable rules and regulation governing the use of construction materials. The
docunlentatiorr submitted has been reviewed and accepted by %=i -Dade County PERA - Product Control Section to
be used in Miami Dade Camay and other areas where allowed by the Authority Having Jurisdiction (AHJ)-
This NOA shall not be valid after the expuat:ioul date stated below. The Miami -Dade County Product Control Sectio -
(In Miami Dade County) and/or the AM (m areas oar 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 perfmm in the accepted
manner, the manufacturer will incur the expense of such testing and the AHI 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 regnirements 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: Santa e Spanish `S' Cl=y Roof Tile
LABELING: Each unit shall bear a permanent label with the manuf teture es name or logo-dty�state ark fe'owing - - - - - -
statement: "Miami Dade County Product Control Awroved", unless otherwac noted herein: - - - : - - - -
RENEWAL of dds NOA shall be considered af%r a renewal application bas been filed an& ih" -has been no ehaW
in the applicable building cue negatively affecting the performance of this product
TERMINATION of this NOA will occur after the expiration date or if there has bees a reiisi.-si 4 c fii4ia - -
Materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end overt of aWr-OWUc4- - -
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure fly wipes fectio n- _ P
of this NOA shall be cause for tcrumiation and removal of NOA. ' • "• • .1- V "� • • • • • •
ADVERTbSENW.NT: The NOA number preceded by the words Miaoni-Dade County, Ffptilffi; grad 4M"4 by tht+ •
eVitation date may be displayed in advatissing literature. If any portion of the NOA is 4 94 be do*,O,: ; •
in its entirety. 00000 :40099 40099
•**fee • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its, distrANSM and . 0 ..: •
shall be available for inspection at the job site at the request of the Building Official. ; 0 0 0 0
. .. . .... . .
This replaces NOA# 10-1005.15 and consists Of pages 1 through 5. • • • •
The submitted tatiern was reviewed by Alex Tigers.
(� NOA No-- 12-0210.01
uoro r �f �Epk.Mon>.U-- G"IA6
Approval Daw tiS131112
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Roofing
Roofing Tiles
Clay
Wood
1. SCOPE
This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera
Santafe S.A, in Bogota, Colombia and dism'buted by Santafe Tile Corporation as described in Section 2 of this
Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test
Product
Apnffwmt IAjmmskusSoedfi00.10
n
Dia
Santafe `S' Clay Roof L— Ir
TAS 112
one piece high profile clay roof tile cquipped with
Tile W= 11.1"
two nail holes_ For nail -on, mortar set and adhesive
set applications.
Trim Pieces 1= varies
TAS 112
Accessory trim, clay roof pieces for use at hips,
w = varies
rakes, ridges and valley terminations.
Manufactured
varying thickness
for each tide profile.
2.1 MANUFACTURING LOCATION
1. Bogota, Colombia
-• • • • `•
2.2 SUBMITTED EVIDENCE
-• • • w•
ti
r - -• • `rid i i •
Test Aueucv
Test Identifier Teat Nam m"dA..
.. j pt�g :::: •
The Center for Applied Engineering, Inc.
94-156-8
TAS 101 ""
- Alii 1994 : •�
94156-9
TAS 102"�"i
: -00 0 OJO 00000
'.'0 116
0060400
The Center for Applied Engineering, Inc.
25-7205-1
TAS
Masch 1995
The Center for Applied Engineering, Inc.
Project. 07-07410-91 TAS 100.
X994 : •: •�
(307023)•
• '
____ 444•••
Redland Tednologies
7161-03
:: •
TAS 108
0000 • 4
;0&. 1991
Appendix H
(Nail -Un)
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix M TAS 102 & TAS 102(A)
Redland Technologies
P 0402
Withdrawal Resistance
Sept. 1993
Testing of Screw vs smooth
shank nails
NOA No,,:12-M1i 01
Date: 02tAM6
Approval Date: 65/31!12
Pace 2 of 5
21 SUBMITTED EVIDENCE
Test Asetcv
Test I eatifier
Test NameA R m t
Date
Redland Technologies
P 0647-01
TAS 108
Aug. 1994
0.958
(Mortar Set)
Redland Technologies
P 0631-01
PA 108
July. 1994
(Mortar Set)
Celotex Corporation Testing Services
520305-01 thou 05
PA 102
June 1999
IBA Cosuitants, Inc.
2353.4
Restoring Moment
Aug. 1999
PRI Asphalt Technologies, Inc.
SFTC-003-02-01
TAS 101
12/0002
IBA Consultants, Inc.
2353-70
TAS 101
09!22!03
IBA Consultants, Inc.
2353-71
TAS 101
09/22103
IBA Consultants, Inc.
2353-93
ASTM C 1167
07118!05
3. IAmruTIONS
3.1 Fine classification is not part of this acceptance.
3.2 For mortar or adhesive sex tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform fly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3A Mmimum. underpayment shall be in compliance with the applicable Roofing Applications S listed
section 4,1 herein.
33 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literawre, y
3.6 This acceptance is for wood deck applications. Minimum deck requirements ALkll_j,,in coQlim!ce with• • • • •
applicable building code. - - - - - - - - - -
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION •••• •••• ••i••-
4.1
4.2
Santafe V and its components shall be installed in strict compliance with Rod • * c &andwT ::..
RAS 118, RAS 119 and RAS 120.
Data For Attachment Calculations
.. s..•
Tate 1. Average weight (W) and Dinmo dans 0x w)
THe Prolue
weight4N t
1
(ft)
Same `S'
6.7
9.5
0.958
NOA Ne.:12-0211
ER&at= Date: 9"1/16
Apprevai Date: 05/31/12
Page 3 of 5
Table 2: Aerodynamic Multipws-
Tile
Profile
jL(
Batten ApplIeWon
IL (R)
Direct Deck
1
Sanude 'S'
0.274
0.297
Table 4: Attachment Resistance Edd as a Moment - Mr (f%bf)
Tile,
Profile
for Nall -On Stens
Mk m�u�m�Q Attachment
.1�aiS_ Y_:.
Tile Profile Fastener Type Direct Deck
Batten
Sattafe `S' 2104 RIm Shank Nass 21.8
NIA
One #8 Screw 29.16
NIA
TWO #8 Screws "INIA
3 t"lexabie Product, W. Aveme weW per
One #8 Screw w/ Cup 57.31
NIA
Two #8 Screws %W Cop 57.60
61.77
1. Aped screws as noted Product namdhctured by **s'-
2 When using ane screw it menet be ha"ed in the buide tote kxmfed newest to the hUnW of the tie.
Table 5: Attau *wd RWAstance EMXWOW as a MQM9 Mf (It4t )
for Two Patty Adhesive Set Systems
a Moment -
Tatem Attachment Resistance Expressed as m
5A: ent ��
Tile,
Profile
Tile Application
Mk m�u�m�Q Attachment
.1�aiS_ Y_:.
She `S
Tie Bored
'•Wr _ _
AH 160"'
28. _ •v •
2 See mmnubC1UnS component approval
for kmtdkdion requirernentL y
3 t"lexabie Product, W. Aveme weW per
petty 10.4 gmm14
4 PoNfown Pnxkck Inc. Average yAnght
PW pady 9.4 Warn&. i 0
#,t-0 •`,
for Single Patty Adhesive Set Syshma • l i t h i
for Mortar or Adhesive Set Systems
Tile
Pr
Tile Application
MN*ntxn flt rlj rt
i
•
Sarttate'S'
P AH 1W—
• 0 63.W.0.0 0
Mortar Set
160-m
611` 0
5 of 63 of AH 1601'.
6 of24 of AH 160'm -
Table 6: Attachment Resi�ce Expressed as a Moment - Mr (tt4bf)
for Mortar or Adhesive Set Systems
Tile
Tile
Attachment
Profile
Application
Wince
Santafe 'S'
Mortar Set
23.6
NOA No.:1"210 �1
EM*W.iaa Date. 6ZNIf16
A4rrwW Date: X31/12
Page 4 of 5
0000
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below,
or following statment: "Miami -Dade County Product Control Approved".
SANTA FE TM MADE IN COLOMBIA
LAEEL FOR SANTA FE SPANISH "S" CLAY ROOF DM
6. BUILDING PESU T REOUNIElINTs
6.1 Agizlication for building permit shall be accompanied by copies of the following:
6..1.1 This Notice of Acceptance.
6.1.2 Any outer documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
PROFHZ DRAWING
13
When using one screw
-- :e this note.
11
"SANTAF$ S" CLAY ROOF TILE
END OF THIS ACCEPTANCE
NOA Nd -12.421"1
Ezpirad" Date. 02MM6
Approval Date: @5131112
ftw5ef5
'•'�ii�i
•`'� •
•••••
i i
i„�,� � • j
ii ��
•
••••J•
•
'•Viii
i
•_
1 i
ii••••
iii•••
NOA Nd -12.421"1
Ezpirad" Date. 02MM6
Approval Date: @5131112
ftw5ef5
MIAM DA►DE • • •
• • • • • • • AUM"ADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERWITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Plaids 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) vmw.miamidade.yeyhwra
3M Company
3M Center Building 0220 -05 -E -0b
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 (AHI).
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: 3MTM 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. :...:.
• 0600.•
RENEWAL of this NOA shall be considered after a renewal application has been filed and g 000:re I= begin eV change, 6 0 "
in the applicable building code negatively affecting the performance of this product. 60600: 6 0
.... .... :0966:
TERMINATION of this NOA will occur after the expiration date or if there has been a rediri[ui.dr charW.ip the , 0 , 6
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end*menvat of any product, fat:.. •
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ooply withany section of .....
this NOA shall be cause for termination and removal of NOA. :00:6: • 0
• 6 . . 660006
..60..
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F.I040. and ibllowed by 1�6 6,
expiration date may be displayed in advertising literature. If any portion of the NOA is displaye(t than ithe done •
in its entirety. - -
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or i`s distributois 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. ------
NOA-Nis.: 12-0228
_-_--
NOAT1u.:12-02280Expiration Date: 05/13117
Approval Date: 05/10/12
Page 1 of 7
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
Specifications
3MTM 2 -Component Foam N/A TAS 101
Roof Tile Adhesive AH -
160
Foam Dispenser RTF 1000 N/A
ProPack® 30 & 100 N/A
Product Description
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
the 2 Foam Roof Tile Adhesive AH -160
resistance values with use of -Component
roof tile adhesive.
MANUFACTURING LOCATION:
...:..
1. Tomball, TX.
•
PHYSICAL PROPERTIES:
Prove 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
Res4f:': •
.. ••
•
•
. . ......
1.6 lbs./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
+0.07% Volume Change @ -4009F., 2 weeks . ; • • • •;
+6.0% Volume Change @15�8sF.! 100% fI+u Mty, 2
weeks •••••• ••...
86% .. .. . ......
i QA Pjo.: 12-0228.18 :....:
Expiration Date: 0416M '
Approval Date: 05/15/12
Page 2 of 7
. . . .. .. .. .
... . . . . . . . .
Note: The physical properties listed above are presented as typfcal':vkrage'ralua sas determirned
by accepted ASTM test methods and are subject to normal manufac�nring variation.
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818 -IPA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB -589-631
9637-92
01-6743-011
01-6739-062b[1]
7050.02.96-1
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109 7
Test Name/Report
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
10/23/98
12/28/98
520191-1 TAS 101
520109-2-1 • • • •
• • `• `` `
` `
..IMITATIONS:
.... ....
. .
1.
Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asse.&,-(.i fire rate.•'
of:***
2.
3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, lor•`` 9&4iightoo lxofiles.
•
3.
Minimum underlayment shall be in compliance with the Roofing Application Standard•RA& 420.
• •
.'
4.
•
Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component FoamORooffile A",UAH-
,
000000
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. • •
: • • • • :
• •
•A•R
5.
Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof the adhesive with tl>:tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.'..' :
.... • •
•
, ,
•
—� — W ....
�....�
2 . .
FW=
M5 ......
w
.....
A Tlo.: 12-0228.18
:.. w •
Expiration Date: 0 M
• •
MIAMI•DADE COUNTY �/�
..., � Approval Date: 05/15/12
Page 3 of 7
INSTALLATION:
1. 3MTM 2-Comporient 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). 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
ProPackO 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 place4ont'loted
. .
herein.. � , � % •
Table 1: Adhesive Placement For Each Generic Tile Profile . •.:.. .
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Two paddy Weidh' *#Qr
paddy Uin. (grams)
Flat, Low, High Profiles
#1
35
• • • • VA •
High Profile (2 Piece Barrel)
#1
•
:*0:0:4/A •
Flat, Low, High Profiles
#2
24
N/A :...:.
Flat, Low, High Profiles
#3
• 8
•
• •
••
••
••
•
INSTALLATION:
1. 3MTM 2-Comporient 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). 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
ProPackO 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 place4ont'loted
. .
herein.. � , � % •
Table 1: Adhesive Placement For Each Generic Tile Profile . •.:.. .
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Two paddy Weidh' *#Qr
paddy Uin. (grams)
Flat, Low, High Profiles
#1
35
• • • • VA •
High Profile (2 Piece Barrel)
#1
17/side on cap and 34/ an
:*0:0:4/A •
Flat, Low, High Profiles
#2
24
N/A :...:.
Flat, Low, High Profiles
#3
• 8
..� •
0000•• .. ..
0000.. •
0000 •
0000 .• ..
0000.• •
. 0000••
NOA Ne.* -1 2-0228.1$...
Expiration Date: 05/I9/J7.
Approval Date: 05/10/12
Page 4 of 7
000.00
0.000.
•
0..0.
00000
000000
.
.
.
.0.00.
•000.0
•
000.0.
•
.
000000
00000.
00.0.
0000.
•
000.0.
•
.
••i.••
00••00
• •
0 • %:
0 0
0
LABELING: 0 : 0 0•
0 •
All 3MTm 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 evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nail through plastic cement
Paddy (ft" TOO)
Underlayrrient
1
Paddy Reneath Tile)
In.
Eave Course
Fascia
Eave course only:
Keep adhesive VPL
Eave Closure
4 in. up from weepholes
Nail through plastic cement
Paddy Reneath Tile)
Undevimapat
EmCoune
Fascia
weephole
Eave course only.
Eave dame
Keep adhesive appmx
orlpedge
4 in. up from weepholes
•
J:
opli"
0
0Pfi"2,Waj%
1) Place enough adhesive to achieve 17 to 23appi"bons'
square inches in contact with the pan toe steep 0 : 6 0 00
2) Turn covers upside dorm adhesive I& In.
,f ceA
To I in. From 6999 4,
Then install the tile. 0000
Undeflayment 00 see*
•
• •M••
pe 0
o
• V:
N& 14.r12 -02!8.j§..
Expiration* Date: 05/jQJj7
Approval Date: 05/10/12
Page 5 of 7
•
•
•
0•••0•
*00*0
000000
•0000•
0 0
00.00
0
00000
0000••
•
0
•0000•
•0000.
Shealking
ofthe save
0 0
course, cover file.
00 00
Abut to secAmd course of
opli"
Ppann :ds=b= Of
00000
Point -up Mortara
0
lush at save 11•
*x,
.000 0
== 0
Ev Fascia Wil
0000
0 0 0 •
(mortar d—)
90!00;
0 0
• V:
N& 14.r12 -02!8.j§..
Expiration* Date: 05/jQJj7
Approval Date: 05/10/12
Page 5 of 7
•
•
•
0•••0•
*00*0
000000
•0000•
0 0
00.00
0
00000
0000••
•
0
•0000•
•0000.
.
.
V:
... . . . . . . . .
ADHESIVE PLACEMENT DETAIL Z ; .
SINGLE PATTY
Nail through plastic cement paddy (Beneath Tile) Nail through plastic cement
Piaay(seneathrile)
Underlayment ° °� Underlsymerd
Q
7 in.
=. 7 in. i�im
EaveCourse
Fascia Fascia
Eave Course Eave closure
Drip edge
Eave Cbsure
*Osseo*
• • •
•
• • •
••r•.• •• ••
9999••
•
999+9• •
• •
9+999•
•6.66 •
• •
•
••9•••
•
•6••
9999••
Y
• •
6446••
9999•!
99999999
• •
•99"60
•
04.6.6
9006
60.6
060+•
;
Approval Date: 05W/12
•0000•
• •
•066•
• •
•6000•
•• •♦
••40690
•
9994••
•
•
• • 0
0
•
• •
09.009
•99.6•
• • •
•00969
•• •
iiia
• •
*Osseo*
• • •
•
• • •
••r•.• •• ••
9999••
•
999+9• •
• •
9+999•
4606 • •
• •
•• ••
•664•
•6••
••••6• • •
••694
• 4 ••46••
6446••
•0964• ••
• • •
•99"60
•
04.6.6
NbA got: 12-0128.1§
•
000*
;
00 •
Expiration Date: 0511OV17
;
Approval Date: 05W/12
Page 6 of 7
s . L
Nail through plastic cement
I
Single paddy
Sin. undertile
x3in.
Single paddy on 2 in. 4 in.
under-
layment /
d/ G
Single paddy'
on top of file
APPROVED
• • •
• • • • • • • • • • •
ADHESIVE PLACEMENT Di: AiZ3•'
.
see ••• ••• .
DOUBLE PATTY
Paddy
(between tile)
/ Paddy
(under tile)
D
Nail through plastic ce
Undedayment \
1
Nail through plastic cement
t
911-in.
a
x 3 in.
Single 4 in. 2 in.
AO
Single paddy
paddyon
0000•• •• ••
under-
Ing e
layment
Single paddy
Save course
on top of file
Em
2 in. X 7 In. medium
Course
size paddy eave
Fascia course only
Nail through plastic cement
0000••
a
AO
Single paddy
0000•• •• ••
0000••
Ing e
Eave
.....
END OF THIS ACCEPTANCE
Single paddy under file
Single paddy between file
2 in. x 7 in. medium
size paddy eave
course only
/" Fascia
\ Weephole
Eave closure
Drip edge
s •
0.00.0
• • • 0000••
0000•• + r• 0000••
•
00+00• • • •
0000 •••+ • •
0000 0000 •+•••
0000•• • • 0000•
•
w • • s 0000••
0000••
Citi•'
0000••
• •
0000•• •• ••
0000••
• •
.... ....
.....
...... . .
.....
;OA No.: 12-5228.18
• • • • • •
Expirlidon bate: 0530/13
Approval Date: (VM/12
Page 7 of 7
MIAHMADE
MIAMI WADE covINTY
PRODUCT CONTROL SECTION
DEPARTNOT OF REGUIATORY AND ECONOMIC RESOURCES (RER) 11305 SW 26 Sketk Room 208
BOARD AND CODE ADNMan1waw DIVL4 m Moroni, Fkd& 33175-2474
T (786) 315-25990 F(790315 -2S99
NOTICE OF ACCEPTANCE (NOA)
Petygbm USA Inc.
150 Lyon Drive
Fernley, AIV 139408
SCOPE:
This NOA is being issued under The applicable rules and regulations governing the use of construction struetion materials. The
station 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 Jurisdiciion (AHJ).
This MOA shall not be valid after the expiration date stated below. The MiamWDade County Product Control Section
(In Miami Dade County) and/or the ARI (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 malarial fails to perform in the accepted
manner, the mstmfactum will incur the expense of such testing and the AW 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 MiamiDade 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 Buckling Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION P Pelysticlk Undenrlaymemts
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state anc M%gmg
statement "Miami -Dade County Product Control Approved", unless otherwise noted herein.: .'. **so:*
•• • ••
RE�NF.wALLLo�f this NOA`s_ha_ll be considered after
after ayr,�enewal application has been filed and AM •Us been no�change �loss*
in the applicable ding code negatiYely afeCting the pe rfornu nce of this produuct. *Goo 0000 :6000:
0000 0000 •....•
TERM WATION of this NOA will occur aider the expiration date or if there has been a revitttigprg;change in #te *0000 •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endone6A of amVirWuet, .....*
for sales, advertising or any outer purposes shall automatically terminate this NOA. Failure tq teWy with any section • •
of this NOA shall be cause for termination and removal of NOA.0000.. • so**:
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Flotida, an(I 16liowed •
by the expi boll date may be displayed in advertising hkmt n e. If any portion of due-NOA is di "�"
, then
it shall be done in its entirety_ - _ lseta_ _ _ _ ^
INSPEG ION; A Copy of WS e n re NOA shall be provided to the user by the manufactured Or :, Jistributors and
shall be available for inspection at the jots 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.
NOA N96,::ii i"J3A.'
Rgkatian lhfiee 0!/13116
Apprevat Date: 82114173
PAMIef s
RooFING COMPONENT APPRovAL
Ca o : Roofing
TAS 103 and A rubberized asphalt sei: adhering,
61' x 3'321,-
Sub -Category: Underlayment
60 mils thick
membrane. Designed as ii—dt& al roofing and roof--
oof-file
Material: SBS, APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Roll:
TAS 103 and A rubberized asphalt ------
---
61'x
61'x 3'3 %"
ASTM D 1970 fiber/polyester reinforced-wAterproofiug _
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
65'8" x 3'3-.'/g"
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 3'3 '/e"
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 file underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adheria APP
. 0000
underlayment
32'10" x 3'3j/g"
ASTM D 1970
polymer modified, fiber or polyester
Manufacturing Location
100 rails thick
reinforced, bituminous t material itlf ft as
#1 & #2
an underlayment in sloped Wf assen%hds
Designed as a a roof tileVNde%Iayment.
0000 0000
Polystick TU Plus
Roll:
TAS 103 and
A rubberized asphalt selflftng, glass ,
underlayment
65'x 3'3 3/g"
ASTM D 1970
fiber/polyester reinforce4.wgtptprooW • • •
(Surface Printing)
80 mils thick
membrane. Designed as metA roofing aad roof
Manufacturing Location
file underlayment.
#1 & #2
Polystick TU P
underlayment
Manufacturing Location
#2
Polystick Tile Pro
Manufacturing Location
#2
Polystick Dual Pro
Manufacturing Location
#2
APPROVED
741
.. 0000
Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
32'10" x 3'3-'/g" ASTM D 1970 glass-fiber/polyester reinforced, with a granular
130 mils thick surface designed for use as a file roof
underlayment.
000000
.0000.
VOOO:
00.0.
0000.
......
000000
000000
Roll:
TAS 103 and A rubberized asphalt sei: adhering,
61' x 3'321,-
ASTM D 1970 fiber/polyester reinforcW wat.-rproofixg - - ------
----_60
60 mils thick
membrane. Designed as ii—dt& al roofing and roof--
oof-file
tileunderlayment. - - - - -
Roll:
TAS 103 and A rubberized asphalt ------
---
61'x
61'x 3'3 %"
ASTM D 1970 fiber/polyester reinforced-wAterproofiug _
60 mils thick
membrane. Designed zs a metal roc4ing and - - - _ _
roof tile underlayment.
NQA No.: 12--0713.02
Expiration Date: o9n3n6
Approval Date: 01./14/13
Pam 2 of 8
PRODUCTS DESCRIPTION:
..000
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
Test
w Product
Product Dimensions
Specification Lescription
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
EVWENcE SuBmiwED:
Test Agency
Test Identificr
Test Name/Renort
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! 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
gw2d/4.1
P36900.09.11
TAS 103/ASTM D4798 & OW
ONO I/11
P37300.10.11
TAS 110/ASTM D4798 & D1870
13091-11
P40390.08.12-1
TAS 103 & TAS 110 ... : • •
08/06/12
P40390.08.12-2
ASTM D 1623
O�WPA;
P40390.10.12
......
ASTM D 1970 • • • •
10103/12
PRI Asphalt Technologies
PRIOI 1 11
ASTM D 4977 •' : •' :
04tE3W
PUSA-005-02-01
ASTM D 4977 • • • •
01/31/02
PUSA-018-02-01
ASTM D 2523 • •
•
07/14/93
PUSA-035-02-01
TAS 103 •
OYMOO
PUSA-033-02-01
ASTM D 1970 • o •
OI IIX06
PUSA-055-02-02
TAS 103
I U1407
PUSA-083-02-01
TAS 103
06/30/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
3X2OH7A
TAS 103/ASTM D4799 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
1x/99109
DX23DBD
TAS 1031ASTM D4798 & 0155' _
Os /:3;10
DX23D8A
TAS 103/ASTM D4798 & Gi55
K11910
..000
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 jiVent Product
' • • • "
Control Notice of Acceptance. ' • • :09 99
.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Tl: *{lam:s Shing tape 4;11 be
pressed in place and formed around the protrusion to ensure a tight fit. A second layQ.Polystic%;U411 be
applied over the underlayment ' ....' 000000
. • • • •
...... . .
. . ......
.....
......
. . . .
......
Ee�tDa
NOA 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Paae 4 of 8
GENERAL EdMIT noNS:
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, woad shakes and shingles,
non-structural metal roofing, roof the 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
da
MTS Ht -Xe TU
TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven, FL. 180 180 180
1
180 180 180 180 90
Hazelton, PA. NIA 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 file application, data for the attachment resistance of roof tiles shall be as set forth in the roo&&
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile .Pro and TU Max ina &used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pio are H60- t4 to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically�fp;Wed with fattens
roof tile applications. Polystick TU P may be used in both adhesive set and mechanicaUy fastened roof file
applications with the exception of mortar set file applications. 000000 0••••
9. The maximum roof slope for use as roof file underlayment for (direct -to -deck) file asgelgnds shah be 4o
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TU, TU
*PolydwLTIJ
Plus, Til P, Tild
. • . Max
•
Pro
. •.••
•
Flat Tile
Prohibited without
5.12
No limitation
No limitation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
I
- -
The above slope limitations can be exceeded only by using battens and counter batteas jm a;.cordance with the -
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirments.' B.aWas ------
are
__--_are required for both loading and installation of tiles at all times. ------ _ _ -
'APPftOYcD
NOA No.: 12-0713.02
Expiration Date: @9/13/16
Approval Date: 82/14/13
Page 5 of 8
GENERAL LEWTATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a miniMfiin inn 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.
iooffng Tiles
;S Max Per Stack)
r
LJ
s y t
L�Cx; .0, V01P
„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�list4 a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade Cou4y Pro4tf CMtrol 0 0 0 6 ..
Department for approval provided that appropriate documentation is provided to detalWh4atibilky of -the •
00
products, wind uplift resistance, and fire testing results. 0 6 • • • 6 • • • • • • • • • •
0000.. •
0666
.00006
LABELING: 666660 •• . 6
0000 0000 ..:.0
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufaobiwes name or logo, • • • • •o
f
city and state of manufacturing facility and the following statement: "Miami -Dade c;u Product Control 0.6 0 : 0
Approved" or the Miami -Dade County Product Control Seal as shown below. :00:*: 0
0 0. 6 600000
000000
ruAr�Nou4oe cotnvrr 0 •
. . 000000
s• . 0000 •
0000
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance. _ r
2. Any other documents required by the Building Official or applicable building code in oC3er.to nroperl�y 2:r duate ------
the
_- --
the installation of this materials.
h8A 400 G NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYS kICX MEM4RANl*' S: _
I. 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 file 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 file 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'/."/12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process. 0 •
7. Minimum cure time after membrane installation & before loading of roofing tiles is Fort -flight (V flours.
8. Polystick membranes may not be used in anyp
_ exposed application such as crickets, eros. O* alleys, e; , •
exposed roof to wall details. '
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus, 55 Ttpmium.WMWed
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG5Q' `MB, FlaM
Cement to the area in need of repair, followed by a patch of the Polystick material of111 cWd shoj d beset
•• ••
and hand rolled in place over the area needing such repair. Patching membrane shall 14 jpg4iimum of,6
inches in either direction. The repair should be installed in such a way so that water Vill tui 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 substra%s. Tolyglasi : 0 •
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:'Itis _
recommended to refer to applicable building codes prior to installation to verify accept W substrates. -
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick memturnes and
PolyProtector UDL can be furnished upon request by our Technical Services Depa 4t it by calling f (800)
894-4563.
L(2f
APP:QOVED
..�]
NOA No.: 12-0713.02
Expiration Date: 09113/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products shout& ue difected tic� our a eehnic-�l Slices
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NBCA).
.PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
APPROVED!
NOA No.: 12-0' 13.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Pane 8 of 8
••••••
• ••
••••••
••••
••••
• •
•
•••••••
•
• •
• •
••••••
NOA No.: 12-0' 13.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Pane 8 of 8
GAF
1361 Alps Road
Wayne, NJ 07474
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 applicablg
building code. :00409
000 0
This product is approved as described herein, and has been designed to comply with the P1o` d'0a Builiir%bude
including the High Velocity Hurricane Zone of the Florida Building Code.
0000
0
0000 • ' 0900
DESCRIPTION:: GAF Ruberoie Modified Bitumen Roof System for Wood Decle�„0 ..0.'
p agodty, stat;l= an •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1 �, � � � � �ilr *
following statement: "Miami -Dade County Product Control Approved", unless otherwise. ftb 4herein.
9 0
0
RENEWAL of this NOA shall be considered after a renewal application has been filed end�hgre has been000.. no
change in the applicable building code negatively affecting the performance of this produM ""
.999
TFIUVMATION 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 NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 1 of 29
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MIAMFQADE
M1AMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA)
www.mlamidade.g2y/economy
GAF
1361 Alps Road
Wayne, NJ 07474
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 applicablg
building code. :00409
000 0
This product is approved as described herein, and has been designed to comply with the P1o` d'0a Builiir%bude
including the High Velocity Hurricane Zone of the Florida Building Code.
0000
0
0000 • ' 0900
DESCRIPTION:: GAF Ruberoie Modified Bitumen Roof System for Wood Decle�„0 ..0.'
p agodty, stat;l= an •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1 �, � � � � �ilr *
following statement: "Miami -Dade County Product Control Approved", unless otherwise. ftb 4herein.
9 0
0
RENEWAL of this NOA shall be considered after a renewal application has been filed end�hgre has been000.. no
change in the applicable building code negatively affecting the performance of this produM ""
.999
TFIUVMATION 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 NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 14-0611.01
Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 1 of 29
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'ROOFING SYSTEM APPROVAL
Category
Roofing
Sub -Cate or :
Modified Bitumen
Material:
APP/SBS
Deck Type:
Wood
Maximum Design Pressure:
-75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Snecification Description
Matrix"' 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied
Membrane Adhesive adhesive for modified bitumen roof
systems-
GAFGLASO #75
39.37"
ASTM D4601
Type Il asphalt impregnated and coated
Base Sheet
(1 meter) Wide
glass mat base sheet.
GAFGLASe' #80 Ultima"'
39.37"
ASTM D4601
Type H asphalt impregnated and coated,
Base Sheet
(1 meter) Wide
fiberglass base sheet.
GAFGLAS® F1exPlyM 6
39.37'
ASTM D2178
Type VI asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLASO Ply 4
39.37'
ASTM D2178
Type IV asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLASOMineral
39.37'
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
Surfaced Cap Sheet
(1 meter) Wide
surfaced with mineral granules.
GAFGLAS® EnergyCap"'
39.37'
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
BUR Mineral Surface Cap
(1 meter) Wide
surfaced with mineral granules with
Sheet
factory applied EnergyCote"
GAFGLASO Stratavene
39.37"
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
39.37"
ASTM D4897
A nailable, 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.
Ruberoide1 SBS
39.37"
ASTM D6164
Non -woven polyester mat coated with
Heat -Weld" Smooth
(1 meter) Wide
polymer -modified asphalt and sr&o&:.
surfaced. • • •
Ruberoide' SBS
39.37"
ASTM D6164
Non -woven polyeste;�4Lcpated�"t.•
Heat-Weid"' Granule
(1 meter) Wide
polymer -modified aspha?tand surfaced
with mineral granules ? • • • • • • •
RoofMatch"'
107 sq. ft.
ASTM D6164
Non -woven polyester Mat coated With •
SBS Modified Granular
(9.9 m2)
SBS polymer-modifit=Dhalt an$..:.
surfaced with colored mineral granules.
Ruberoie SBS
39.37"
ASTM D6164
Non -woven polyester mat dated yvith j'nre
Heat -Weld"" 170 FR
(1 meter) Wide
retardant polymer -modified asph$tt Mtl'
surfaced with mineral granxles. • • • •
NOA No.: 14-0611.01
hnar�e cot�n� rY
Expiration Date: 11/06/15
•
Approval Date: 11/06/14
Page 2 of 29
Membrane Type: SBS/SBS Cold Applied
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" 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: FireOut"" Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck
(optional) Protection or SecurocV Gypsum -Fiber Roof Board.
Ban sheet: GAFGLAS #80 Ultima " Base Sheet, GAFGLAS Stratavene Eliminator""
Nailable Venting Base Sheet, Ruberoid 20, Ruberoid SBS Heat -Weld's Smooth
or Ruberoid® SBS Heat -Weld"" 25 base sheet mechanically fastened to deck as
described below:
Fastening GAFGLAS' Ply 4, GAFGLAS* FlexPlyT4 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 -Tec"`
#14 Fastener or Drill -Tec"" XHD Fastener and Drill -Tec"" 3" Steel Plate, Drill -
Tec' AccuTrac' Flat Plate or Drill -Tec"" AccuTraco 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® FlexPly6, 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
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure -52.5 psf. See General Limitation #7)
GAFGLAS® #80 Ultima"" 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; XIJD Fastener e •
and Drill -Tec" 3" Steel Plate, Drill-Tec"t AccuTraco Flat Plat8 arTCII-Tec.
AecuTrae Recessed Plate installed 12" o.c. in 4 rows. One row is 4a the 2: side
lap. The other rows are equally spaced approximately 9" o.c. hrti-field of the
sheet. ." 0
(Maximum Design Pressure -60 psf. See General Limitation�1 • • • •
Any of above base sheets attached to deck approved annular riflg sh'9nk nails and
3" inverted Drill -Tec"" insulation plates at a fastener spacing VVI at the 4"
lap staggered in two rows 9" in the field. 0 • • • • • •
(Maximum Design Pressure -60 psf. See General Limitadon*,7� :000
NOA No.: 140611.01
' Expiration Date: 11/06/15
Approval Date: 11/06/14
Page 25 of 29
Fastening
GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with
Options:
Drill -Tec •" #12 Fastener, Drill -Tec•" #14 Fastener or Drill-TecW' XHD Fastener
(Continued)
and Drill -Tec•" 3" Steel Plate, Drill -Tec'" AccuTrace Flat Plate or Drill -Tec•
AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side
0000..
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 GAFGLAS® Ply 4, GAFGLAS® FlexPly" 6,
GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20
sheet adhered in a full mopping of approved asphalt applied within the EVT range
and at a rate of 20-40 lbs./sq.
Membrane:
One or more plies of Ruberoid® Mop Smooth, Ruberoid® M2jj170 FR, Ruberoid'
0000..
Mop Granule, RoofK4atch7 SBS Modified Granular, Ruberoid Mop Plus Granule,
Ruberoid 20, Ruberoid 30, Ruberoid EnergyCap' 30 FR SBS Membrane,
Ruberoid 30 FR or Ruberoid Mop FR in adhered in a full mopping of approved
0000
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
. .
Or
One or more plies of Ruberoid® Mop Smooth, Ruberoid Map Granule,
0000
RoofMatch• SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop
0000.
Plus Granule, Ruberoid° 20, Ruberoid 30, Ruberoid EnergyCap-30 FR SBS
Membrane, Ruberoid' 30 FR or Ruberoid Mop FR adhered in MatrixTM 102 SBS
Membrane Adhesive at an application rate of 1-2 gal./sq.
Surfacing:
Optional on granular surfaced membranes; required for smooth membranes.
0000..
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. GAFGLAS® 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 20-40 lbs./sq.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum Design
Pressure: See Fastening Options
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NOA No.: 14-0611.01
Expiration Date:
11/06/15
Approval Date:
11/06/14
Page 26 of 29
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly " 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum %4" DensDeeV Roof Board or '/z" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LumTATIONS:
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 in 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 12 lbs./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 desifs "
shall conform to Roofing Application Standard RAS 111 and applicable wind load-requremeats •
9. The maximum designed pressure limitation listed shall be applicable to all roof preWe zones (i.e.•
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall 13e dfttted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners -XV omers}:0 •
00
(When this limitation is specifically referred within this NOA, General Limi(�tj9V J#7 wiV not.
be applicable.) • • • • • .
10. All products listed herein shall have a quality assurance audit in accordance with tke Merida •
Building Code and Rule 61G20-3 of the Florida Administrative Code. •
0000..
END OF THIS ACCEPTANCE„••; • ,,,,
•.i•
NOA No.: 14-0611.01
r+wMawwE corn Expiration Date: 11/06/15
APPROVED Approval Date: 11/06/14
Page 29 of 29
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:000*:
TGFU.R1306 - Roofmg Systems
Class A - Fully Adhered
1. peck: NC Incline: 1/2
Page 1 of 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
periite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet (Optional • — or more plies Type G1 or Type G2 or Type 63.
Membrane: — or more plies Torc_h@" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Mop" (Sm or Granule) or "Ruberoid@ Mop Granule" (granule).
Su : — Gravel, 400-lbs/100-fta, loose laid or a led in a flood coat of hot roofing asphalt.
2. Deck: NC
Incline:
Base Sheet (Optional): — One or more plies Type G1 or Ty
Membrane: — One or more plies "Ruberoid@ Torch" (Smoot
Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule".
Coating: — "Karnak No. 97" applied at lye to 3-gal./100-ft2,,
3. Deck: NC
1/4
G2 or Type G3.
it Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Insulation (Optional): — One or more layers perlite, od fiber, glass fiber, any thickness.
Base Sheet (Optional): — One or more plies Type GI r Type G2 or Type G3.
Membrane: —one or more plies "Ruberoid@ Torch" mooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Granule"
or "Ruberoid@ Mop Plus Granule".
Coating: — "Karnak No. 97" applied at 1% to 3-gal/00-ft2.
4. Deck: C-15/32
1/2
Insulation: — One or more layers periite, glass fiber, Polyisocyanurate, urethane, periite/polyisocyanurate composite, periite/urethane
composite, phenolic, lye -in. minimum thickness butt joints staggered a minimum of 6 -in. form plywood deck butt joints).
Base Sheet: — One or more plies Type G2 or pe G3.
Ply Sheet (Optional): — One or more plies T pe G1.
Membrane: — One or more plies "Ruberoid@ orch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Mop" (Smooth or Granule) or "Ruberoid@ Mo Pius Granule."
Surfacing: — "Karnak No. 97" applied at V to 3-gal/100-ft2.
5. Deck: NC
Incline: 1/2
Base Sheet (Optional): — One or morepi s Type G or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus."
Surfacing (Optional): — Karnak "No. 97" "169" applied at 1 to 3 gal/100-ft2 or Grundy Ind. "20 F Emulsion" applied at 3-gal/100-ft2.
6. Deck: C-15/32
Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, minimum, polyisocyanurate, urethane, periite/polyisocyanurate composite,
perlite/urethane composite, IW -in. minimum.
Base Sheet (Optional): — One or more plies Type G1 or Type G Type G3.
Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Gran or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule."
Surfacing: — Gravel.
7. Deck: C-15/32
Incline: 1/2
Insulation (optional): — One or more layers perlite, wood fiber, glass fiber, l
composite, perlite/urethane composite, wood fiber/polyisocyanurate composite.
Base Sheet: — Two or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies-T-vpe ,1.
Membrane: — One or more plies "RuberoiGe Tr rct" c.G:an�.e)_or"
Mop" (Smooth or Granule) or "RUbe;'oid@ hMaJ Plug : nipu P.'- -
Surfacing: — "Karnak No. 97" applied -at IWL-03 e -_0V' 0( rt' 0 graNel-
curate, urethafi4 psrjiW/polylsacyaswrate
•
000.0• •
0000 0000
Torch Granule lll&W or "Ruber'oidf8l • 0
0000•• • •
00 4 • ••0609
8. Deck: NC Incline: 1/2 :**:0:
46:0. 4
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•
•
•
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•0••00
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0.00•
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Insulation: — One or more layers perb'�, 31 -ss fi'he:; ?c:, so ya:�urate urethane • • • • 0 •
, periit'�,(V yisacyanuratewgwosite
O, , 0
perlite/urethane composite, 1112. -in. aaimraL'n. •
Base Sheet (Optional): — One or more plies Type GI or Type G2 r Type G3. 0000
Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or anule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule."
Surfacing: — Grundy "AL MS Aluminum Roos Co?Hr,g"-,'pp'-ec' a= 1 0 gaf/190 tih
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.htinl?name=TGFU.R1306&ccnsho... 2/25/2014
TGFU.R1306 - Roofing Systems
4
9. Deck: C-15132 Incline: 1/2
Page 2 of 2
Insulation (Optional): — One or more layers perlite, glass fiber, 214 -in. minimum, polyisocyanurate, urethane, perlite/polyisocyanurate
composite, periite/urethane composite, phenolic, 1% -in. minimum.
Base Sheet: = One or more plies Type G2 "GAFGLASO #75 Base Sheet", or "Tri -Ply@ #75 Base Sheet", hot mopped or mechanically
fastened in place.
Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped in place.
Membrane:_— "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCapTM Mop FR."
Sar Optional): — "GAF Fibered Aluminum Coating" applied at 1%-gal/100-ft2 or "GAF Weather Coat Emulsion" applied at 3-
7wU1 nn -a-2
10. Deck: C-15/32
Incline: 'k
sttsDlation (Optional): — Perlite, fiberglass, polyisocyanurate, urethane or perlite/polyisocyanurate composite.
Base Sheet: — One or more layers Type G2 'GAFGLASO #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or Type G3 "GAFGLASO Mineral
Surfaced Cap Sheet" or "Tri -Ply@ MTI ra u ced Cap Sheet" hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type G1, hot mopped In place.
Membrane: — "Ruberoid@ Mop 170 FR' or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCap— Mop FR."
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