RF-12-213r 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 171629 Permit Number: RF -2 -12 -213
Scheduled Inspection Date: March 30, 2012
Inspector: Rodriguez, Jorge
Owner: THOMPSON, MICHAEL
Job Address: 1420 NE 103 Street
Miami Shores, FL
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number
Parcel Number 1132050310030
Phone: 305 - 757 -2612
Building Department Comments
RE -ROOF TILE AND FLAT
Passed
--1M
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 169704.
lJiEg1.1.0°7.-- `d, .
March 30, 2012
For Inspections please call: (305)762 -4949
Page 11 of 11
F.I.E, j•
FLORIDA INTERNATIONAL ENGINEERING
&TESTING LAB
INSIGHT •INNOVATION •INTEGRATION
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
Owner's Name: t 4
l O M ' 1�
Job Address: 14 4�111 D
Roofing Contractor: y-1-4 O V'', 1ZO ®E t
Permit Number: R.'"Z` 12.• 213 Type of Tile:
Approximate Roof Height: 12 feet Slope: / • 17—
Type of Access to Roof: i Ladder
OtherRequired Testing Force: 35 lbs.
Date Installed: 3 • ' 11
Approximate Square Footage: 31200 ft2
Testing Equipment: F.G.E. 100x Shimpo Instrument -[
Date of Inspection: 3 • 2 ' tZ
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
`fd.9S
21
FAr44
41
e,0,4y
61
81
2
22
42
62
82
3
23
43
63
83
4
24
44
64
84
5
25
45
65
85
6
26
46
66
86
7
27
47
67
87
8
28
48
68
88
9
29
49
69
89
10
30
50
70
90
11
31
51
71
91
12
32
52
72
92
13
33
53
73
93
14
34
54
74
94
15
35
55
75
95
16
36
56
76
96
17
37
57
77
97
18
38
58
r
78
98
19
39
59
79
99
20
40
60
80
100
J ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST
ADDITIONAL TEST INFORMATION
Perimeter Width: 1 ft
Area
Units or ft2
No. of Tests
Perimeter
1 , s oo
15
Field
is 2 so
12.
Corners
15
15
Hips & Ridges
4e 3o
b
RESPECTFULLY SUBMITTED BY:
Job Address;
Contractor
Other.
Sketch of Roof
FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC
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Notes
BUILDING 11/ tit
PERMIT APPLICATION
xsC 20
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: (305) 762.4949
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder):
Address: /lid ® A) r
REtE1VED
Permit No. C
Master Permit No.
ROOFING
/o MSc I �iomP.saN
City: IV l c)l ofz )
Tenant/Lessee Name:
State:
Phone #: le ‘7••
Zip: 33 la
Phone#:
Email:
JOB ADDRESS: / /'d IX / ®3 i
City: Miami Shores County:
Folio/Parcel#: //.° 3206 CP 3 % ¢ ®30
Is the Building Historically Designated: Yes NO
Miami Dade
Zip: 33/30
Flood Zone:
CONTRACTOR: Company Name: ®bervoU. %
Address: / 5 9 vr q 7
Phone #: 3O.1' 14'�/
City: ' rs State:
Qualifier Name: .."2 CiAttc p 7)44,701,4f-
State
Certification or Registration #: eee 0 %' 3 04 Certificate of Competency #:
Contact Phone#: 3 0S- )57 - .240/L. Email Address: a/JZII%%OU/i- ty£ e t - CO f11
DESIGNER: Architect/Engineer: Ph'ine#:
Zip: 3.2 I
Phone#: OF- 7' ? 'aaf L
Value of Work for this Permit: $ 0'e j 144- ' ®" Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration ❑New epair4 eplace
Description of Work: ' L _
t ! ,, J
k/ . � %
❑Demolition
* * ** ****** **** *** **+ x******m******** **** Fees*** **********+ x*+ x+ x****** ** *********** **** * ***
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ `0 l.J! •5(0
i
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 FT.ECTRICAL 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. I the absence of such posted notice, the
inspection will not be approved tend a reinspection fee will be charged.
Signature
Owne r A ent
The foregoing instrument was acknow °ledgedd before me this 3'®
day of ! , 20 by Kat (fl oMpuiU ,
who is personally known to me or who has produced
•��� As identification and who did take an oath.
NOTARY PUBLIC:
Sign.
Print:
sA
My Commission Expire
PA; h "i'ic i 1..)3I
.Sarag D. Fidtl-i
l t ]086755
02 13
kkkkkkkkk kkkkNkkkkkkk*** Np FK l k
kk****kkkkNkkkqN*k*** *NkNk***
Contractor
The egoing instrument was acknowledged before me this _.
day of 4'I -- , 20 11, by J&fPtk( L%- 0400,040-
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: 54-if%Pli- D
T.C- STATE (i MY'
d.1a 11 Hart
II DI)3b7599
f;, X13
APPROVED BY
Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09)
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Co of the Contract must be ttached)
PROPERTY OWNER: 't' !-Li i • fY,Dfl
PERMIT #
ADDRESS:
lLiao /ve 10,3 rd S.
FOLIO NUMBER: %!. 3 29(-. G 3 i k bd 30 FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS): 4
COST OF PROPOSED IMPROVEMENTS:
22,
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE (at
OWNERS SIGNATURE:
PLANREVIEWER:
PLAN REVIEWER SIGNATURE:
Created on June 2009
ach ap rais ):
DATE: //.10
DATE:
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS
OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE RE-
QUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128
4.
Other Component Notice of Acceptances
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Re- Roofing Only)
7.
Any Required Roof TestinglCalculation Documentation
11
�Yo - - - - - .1dIng Code Edition 290 1_,.
High Velocity Hurricane Zone Uniform Fermi �jal ' "n
r� wI a H ALL FE�UEAJ
Section A (General Inforin�l`C1b) 0 CCMPIJANCE
hr HL_E AND RE0IL4Ti0H
Master Permit No. Process
Contractor's Name 0 Vt 00(
Job Address 1 d
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile 412 Mortar /Adhesive Set Tile
Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof '�C e- Roofing ❑ Recovering ❑ Repair
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
❑ Maintenance
169 41 Li
30V
1 ' j j j 1i /
Section B (Roof Plan) +'
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow Jscu fliers and
overflow drains. Include dimensions of sections and levels, clearly identify dimensions of-elevated
pressure zones and location of parapets. ...4; �_� 1 ��n VR
t
17�
"*3
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High- Velocity Hurricane Zone Uniform Permit Application orm.
Section C (Low SipaApplication'
Fill in specific roof assembly components
and Identify manufacturer
(If a component Is not used, Identity as "NA ")
System Manufacturer:
Product Approval No.:
07 1?!' e
Design Wind Pressures, Fromm RAS 128 or Calculations:
Pmaxl: Pmax2: yb Pmay0 7
Max. Design Pressure, fromtttie sp8oific Product
Approval system:
Deck
Type:
�Hd
u
Oauge/Thic nags: 3/y
%
Slope: �°
Anchor/Base Sheet & No. of Piy(s): t1'%/I t4 4� k
Anchor/Base Sheet Faste r/Bo Ing Material:
Insulation Base Layer: /549 e iid , r
/' i 0 i
base Insulation Size and Thickness: Lf P 7 a //y
Base Inauop Fast
�/
fJ
Top Insulation Layer:
Al
Top Insulation Size and Thickness:
Top Insulation Fastener ing Material:
Base Sheet(s) & No. of Ply(s)
Base She Fgst#ner/ ridi� Ma erial:
Ply Sheet(s) & No. of PIy(e):
Ply Sheet Fes ; ner /B
Top Ply:
Top Ply r r/B Ing IIlat
FLORIDA BUILDING CODE — BUILDING
3`
Surfacing: %
Fastener Spacing for Anchor /Base Sheet Attachment:
Field: " oc 0 Lap, # Rows 1 -ac
Perimeter: 4- " oc c+ Lap, # Rows I 0 d " oc 7
Comer: 6 " oc 0 Lap, # Rows - @ �' " oc 4'
Number of Fasteners P$r sulation Board:
Field
rrmeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant 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
0 4i5/`�2/P0
3;q
5/—,-
///- milt- 6v 77/r'l.4
FT.
Parapet
Height
<4 r
41/1/0- Af
i/ /Zs /gzte✓ 4 `oc
.2414. 941 aru
ee
w
Mean
Roof
Height
15.33
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: 6�1,4CA ic1A! e
Notice of Acceptance Number: ® 11 • D 1
Minimum Design Wind pressures, If Ap cabbllep(From RAS 12
Pmax1: UPI Pmax2: f PS �i Pmax3:
or
Iculations):
Maximum Design Pressure
(From the NOA Specific System): IP ii
Method of Tile Attachment: 1 I\
U A 1&1(
Roof Slope:
:12
eck Type:
Sloped System Description
Lk) oc
ype Underlayment:
nsulation:
Ridge Ventilation A
I R
Ai) A
Fire Barrier: I /J JA
Mean Roof Height:
Fastener Type & Spacing:
s 618 i. u/
dhesive Type: I 5e [ JJ ,i 4/1erce
ype Cap Sheet: Pn t7 61,45i Tv ®�J
oofing Covering: I Oh"( eF K,,$14
Type & Size Drip
dge: I .24 se,.
fie) di
cot
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with
the values from M. If the M1 values are greater than or equal to the Mr values for each area of
the roof, then the tile attachment method is acceptable.
Method 1 ", oment -Based Tile Calculations er RAS 127"
(PI:,: )(A, 6, X13 _ 1) - Mg: „�a = Mn ' al) - NOA M� '.t`.
(P' x R l _ �: ) - Mg: ? =M i/ . ; NOA Mr 'Mar
(PZ �� ` x /1 e '))1 _ ' �r : ' ) - Mg: 'r '� = M� NOA Mr 1[l '
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below NOA Mr
Mr Required Moment Resistance*
Mean Roof Height
Roof Slope
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
24.4
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. Compared the values for F' with the values for Fe
If the F' values are greater than or equal to the Fr values for each area of the roof, then the tile
attachment method is acceptable.
Method 3 "Uplift -Based Tile Calculations Per RAS 127"
(P1:_ xI: =_xw:= W:_xcos 8: =F NOA Fl
_ _)- ,1:
(P2:_ x I: = x w: = - W:_ x cos 8: = Fes: NOA F1
_ _ _)
(P3:_ xI: W:_xcos 6: =F�• NOA F1
_= _xw:= _)-
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
x
NOA
Restoring Moment due to Gravity
Mp
NOA
Attachment Resistance
M,
NOA
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
NOA
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
NOA
Tile Dimensions
I = length
w = width
NOA
All calculations must be submitted to the Building Official at the time of permit application.
Owner's Notification Form 07
.
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractokto provide the owner
with the required roofing permit, and to explain fo the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the
industry for roofing system installations. Additionally, the following items should be addressed as part of the
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item ► been explained.
I11. Aesthetics: workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zo e): e 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 dr architectural appearance, that are not part of a zoning code, should be addressed
as p. of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
r ai ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Buildin • 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
.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
ould notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
v ew d 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
i
ning this appearance.
171 5. Ponding water: The current roof system and/or deck of the building may not drain well and may
c' use 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
roofi 1 system is removed. Ponding conditions should be corrected.
MI16.Overflow scuppers .(wall outlets): It is required that rainwater flow off so that the roof is not
o erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow uppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with equirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
It 1
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
in erio' of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate
the attic venting, venting shall not be require
Owner's /Agent's Signature:
Contractor's Signature:
Property Address: I
Date:
/
Permit Number:
r1
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA)
MonierLifetile, LLC
200 Story Road
Lake Wales, FL 33853
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the .expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This revises NOA# 07- 0228.03 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09 /07/07
Pagel of 7
•
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
Roofing
Flat Profile Roofing Tiles
Concrete
SCOPE:
This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake)
Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code does not exceed the design pressure values obtained by calculations in compliance with RAS
127 using the values listed in the installation section herein. The attachment calculations shall be
done as a moment based system.
PRODUCT DESCRIPTION
Manufactured by
Applicant
MonierLifetile LLC
Saxony 900
Trim Pieces
Dimensions
1 =17"
w= 13"
1- 5/32" thick
Slate
1- 9/32" thick
Shake & Split Shake
1= varies
w = varies
varying thickness
SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Test
Specifications
TAS 112
TAS 112
Test Identifier
7161 -03
Appendix III
94 -084
94-060A
25- 7183 -6
25- 7183 -5
Product
Description
Flat profile, interlocking, high- pressure
extruded concrete roof tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications.
Accessory trim, concrete roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Test Name/Report Oat
Static Uplift Testing Dec. 1991
PA 102 & PA 102(A)
Static Uplift Testing May 1994
PA 101 (Mortar Set)
Static Uplift Testing March, 1994
PA 101 (Adhesive Set)
Static Uplift Testing Feb. 1995
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing Feb. 1995
PA 102
(2 Quik -Drive Screws, Battens)
NOA No.: 07-0711.03
Expiration Date: 04 /26/12
Approval Date: 09 /07/07
Page 2 of 7
Test Agency,
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Atlanta Testing &
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineers
Test Identifier,
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
P0402
Project No. 307025
Test #MDC -77
R1.894
R2.894
R3.894
520109 -1
520111 -4
520191 -1
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Evaluation Calculations
130
Test Name/Report
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA 101
Static Uplift Testing
PA 101
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moments Due to
Gravity
TAS 112
Date
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Dec. 1998
March 1999
February 1996
April 1996
December
1996
March 1995
January 2007
April 1999
February 2007
January 2007
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09 /07/07
Page 3 of 7
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the
Building Code Compliance Office for review.
4. Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
6. This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
INSTALLATION:
1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components
shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119,
and RAS 120.
2. Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
MonierLifetile Saxony 900
Slate, Shake & Split Shake
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers - X
ft3)
Tile
I (ft)
), (ft)
Profile
Batten Application
Direct Deck Application
MonierLifetile Saxony 900
0.289
0.313
Slate, Shake & Split Shake
Battens
Direct
Deck
Table 3: Restorin s Moments due to Gray - M
ft-lb
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 "•12"
6 ":12"
7 ":12" or
greater
Saxony
900
Slate,
Shake &
Split
Shake
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.16
8.12
7.08
8.03
6.97
7.91
6.82
7.74
6.65
7.55
6.46
7.34
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09/07/07
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibt
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Saxony 900
Slate, Shake &
Split Shake
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2 -10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 .#8 Screws
51.7
51.7
24.4
1 -10d Smooth or Screw Shank Nail
(Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw Shank Nail
(Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw Shank Nails
(Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw Shank Nails
(Eave Clip)
31.9
31.9
32.2
Table 5: Attachment Resistance Expressed as a Moment M1(ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Adhesive
31.3`
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Polyfoam PotyProTM
118.9'
Polyfoam PotyProTM
40.44
3 Large paddy placement of 45 grams of PolyProT".
4 Medium paddy placement of 24 grams of PolyProT"".
Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Mortar Set'
43.9°
5. Tile -Tite Roof Tile Mortar
NOA No.: 07-0711.03
Expiration Date: 04/26/12
Approval Date: 09/07/07
Page 5 of 7
LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
MONIEIELIFETILE LLC, SAXONY 900 Tux (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
PROFILE DRAWING
WATERLOCK
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL)
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09 /07/07
Page 6 of 7
PROFILE DRAWING
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL)
MONIERLIFETILE- SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL)
END OF THIS ACCEPTANCE
NOA No.: 07-0711.03
Expiration Date: 04/26!12
Approval Date: 09/07/07
Page 7 of 7
MIAMI
COUNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov/building/
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(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. BNC
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 renews and revises NOA # 09- 0806.07 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 11- 0601.10
Expiration Date: 09/13/16
Approval Date: 09/15/11
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub - Category: Underlayment
Material: SBS , APP Self- Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick MTS
underlayment
Manufacturing Location
#2
Polystick IR -Xe
underlayment
Manufacturing Location
#1 & #2
Polystick TU
underlayment
Manufacturing Location
#1 & #2
Polystick TU Plus
underlayment
(Facer of Membrane
with surface printing)
Manufacturing Location
#1 & #2
Polystick TU P
underlayment
Manufacturing Location
#2
Polystick Tile Pro
Manufacturing Location
#2
MIAMI•DADE COUNTY
APPROVED
Dimensions
Roll:
65'8" x 3'33/8"
60 mils thick
Roll:
65' x 3'33/8"
Or 65' x 3'
80 mils thick
Roll:
32' 10" x 3'33/8"
100 mils thick
Roll:
65' x 3'33/8"
80 mils thick
Roll:
32' 10" x 3'33/8"
130 mils thick
Roll:
61' x 3'3-3/8"
60 mils thick
Test Product
Specification Description
TAS 103 A homogeneous, rubberized asphalt
waterproofing membrane, glass fiber reinforced
with polyolefinic film on the upper surface for
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
A fine granular /sand top surface self-adhering,
APP polymer modified, fiberglass reinforced,
bituminous sheet material for use as an
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
A heavy granuled surface self adhering, APP
polymer modified, fiberglass or polyester
reinforced, bituminous sheet material for use as
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
A non - wicking fabric surfaced, self-adhering,
APP polymer modified, fiberglass reinforced
with a high strength polyester fabric, bituminous
sheet material for use an an underlayment in
sloped roof assemblies. Designed as a metal
roofing and roof tile underlayment.
A rubberized asphalt waterproofing membrane,
glass -fiber /polyester reinforced, with a granular
surface designed for use as a tile roof
underlayment.
A rubberized asphalt self - adhering, glass -
fiber /polyester reinforced waterproofing
membrane. Designed as a metal roofing and roof
tile underlayment.
NOA No.: 11- 0601.10
Expiration Date: 09/13/16
Approval Date: 09/15/11
Page 2 of 8
PRODUCTS DESCRIPTION:
Product
Polystick Dual Pro
Manufacturing Location
#2
Dimensions
Roll:
61' x 3'3-3/8"
60 mils thick
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Exterior Research & Design, LLC
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
MIAMI•DADE COUNTY
APPROVED
Test
Specification
ASTM D 1970
Test Identifier
11756.04.01 -1
11756.08.01 -1
02202.08.05
P5110.08.07
P10870.09.08 -R1
P10870.04.09
P33360.06.10
P33370.03.11
P36900.09.11
PRIO1111
PUSA- 005 -02 -01
PUSA- 018 -02 -01
PUSA- 035 -02 -01
PUSA- 033 -02 -01
PUSA- 055 -02 -02
PUSA- 083 -02 -01
PUSA- 089 -02 -01
JX20H7A
RX14E8A
DX23D8B
DX23D8A
Product
Description
A rubberized asphalt self - adhering, glass -
fiber /polyester reinforced waterproofing
membrane, specific for use as a high
temperature underlayment. Designed as a metal
roofing.
Test Name/Report
TAS 103
ASTM D 1970
TAS 103
TAS 103
TAS 103
TAS 103 /ASTM D4798 & G155
ASTM D1970
TAS 103
TAS 103 /ASTM D4798 & G155
ASTM D 4977
ASTM D 4977
ASTM D 2523
TAS 103
ASTM D 1970
TAS 103
TAS 103
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
Date
04/27/01
08/14/01
08/29/05
08/29/07
12/04/08
04/13/09
07/01/10
03/02/11
09/01/11
04/08/02
01/31/02
07/14/03
09/29/06
01/12/06
12/10/07
06/30/08
07/06/09
04/01/08
11/09/09
02/18/10
02/18/10
NOA No.: 11- 0601.10
Expiration Date: 09/13/16
Approval Date: 09/15/11
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non - insulated
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self - adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -1/2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 11- 0601.10
Expiration Date: 09/13/16
Approval Date: 09/15/11
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non-
structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used
in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous
assemblies listed except roof tile systems.
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 (days)
Polystick MTS
MTS
IR Xe
TU
TU Plus
TU P
Tile Pro
Dual Pro
Winter Haven, FL.
180
180
180
180
180
180
180
Hazelton, PA.
N/A
30
30
180
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 9B -72 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 and TU Plus may be used in both adhesive set and
mechanically fastened roof tile applications. Polystick IR -Xe, and Tile 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 IR -Xe
Polystick TU, TU
Plus, TU P, Tile Pro
Flat Tile
Prohibited without battens
5:12
No limitation
Profiled Tile
Prohibited without battens
Prohibited
No limitation
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.
MIAM4DADE COUNTY
APPROVED
NOA No.: 11- 0601.10
Expiration Date: 09/13/16
Approval Date: 09/15/11
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
0
0
0
N
CD
Roofing Tiles
(6 Max Per Stack)
12
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, 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, 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, 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.
MIAMI.DADE COUNTY
APPROVED
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 11- 0601.10
Expiration Date: 09/13/16
Approval Date: 09/15/11
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back - nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251
Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel
Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply
to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7 "712" 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, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric
Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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.
NOA No.: 11- 0601.10
Expiration Date: 09/13/16
Approval Date: 09/15/11
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894 -4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofmg Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 11- 0601.10
Expiration Date: 09/13/16
Approval Date: 09/15/11
Page 8 of 8
MIAMIM
COUNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
1 I 805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
ww w.m i n m idad eaov /buildinu/
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(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. BNC
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: Polypro® AII160
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 NOA# 06- 0201.02 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigers.
MIAMJ.DADE COUNTY
APPROVED
NOA No.: 11- 0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2
of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high
profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Specifications
TAS 101
Polypro® AH160 N/A
Foampro® RTF1000
ProPack® 30 & 100
N/A
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 resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Pronerty
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /fit.3
18 PSI Parallel to rise
12 PS1 Perpendicular to rise
28 PS1 Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158 °F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
MANMADE COUNTY
APPROVED
NOA No.: 11- 0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
25 -7492 SSTD 11 -93 12/12/95
Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94
01- 6739- 062b[1] ASTME84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 03/02/99
520109 -2 -1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANI3I -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
_W
2
F MS
MIAMI•DADE COU
APPROVED
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 3 of 7
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® A11160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, Hig i Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
LABELING:
All Polypro 0 AH160 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.
FDAD - CO
APPROVED
NOA No.: 11- 0124.04
Expiration Date: 05 /10/12
Approval Date: 04/14/11
Page 4 of 7
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nil through plaint; cement
Undertspnani
l:ave course only:
Keep adagio approx.
4 In. upfomwaephotes
Paddy 1Mrmathitk}
10 b.
EsasCahuse
Esascaurseonly:
Keepedheeiwepprox 4h.up
fromweephotes
MIAMI•DADE COUNTY
APPROVED
Fascia
EaveClosure
Rave course on,y:
Keep gametes approx.
4 In. up from wormholes
1) Piece mph adhesive to achieve 1710 23 Optimal k4etor
square Inches hooted w0hthe pan Ole \ steep pitch applications
2j T1Place edl VI
omoo eedgecco► erll. .
Then install the t?e:
Nag through pisstc oernent
Re
top peon
of theeare
course cover tile.
Abut to second course of
panties. Ensure cave end of
paned Wier Wes me
flush el save Ilne.
Ewe done Weephote Fascia
(mortar shown)
NOA No.: 11- 0124.04
Expiration Date: 05/10/12
Approval Date: 04 /14/11
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plastic cement
Undertayment
Paddy (Beneath Tile)
7 fi. ,In.
Eave Courae
Fascia
Weaphde
Eava closure
Drip edge
Nail through plastle cement
MIAMLDADE COUNTY
APPROVED
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04 /14/11
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement
Paddy
(between tile)
Paddy
(under tile)
3 In
x 3 In.
Single paddy on
under -
layment
Single paddy
under tile
Single paddy
on top of file
Eave course
In. X7in. medium
slue paddy save
Fascia course only
MIAMI ADE C
APPROVED
NTY
Nall through plastic cement
Nall through plastic cement Single paddy under tile
Underlayment Single paddy between tile
21n. x 7 In. mum
site paddy eave
course only
! �' in.x3In.
Single 41n.
paddy on
under -
layment
Single paddy
on top of the
Eave
Course
Fascia
Weaplieie
Eave closure
Drip edge
Single paddy
between tile
Single paddy
on underlayment
In.x31n.
4 In
Single paddy
on top of the
Eave Course
Eave Closure
2 In. x 7 In. medium
alto paddy ears course only
Fascia
END OF THIS ACCEPTANCE
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 7 of 7
BUILDING CODE COMPLIANCE OFFICE (BCCO)
• PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
GAF Material Corporation.
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 by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as desdribed herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built -Up 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 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. 03- 0501.05 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI.DADE C • UNTY
APPROVED
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
4 f
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub- Cateeorv: BUR
Deck TvAe: Wood
Maximum Desisn Pressure -75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Leak BusterTM MatrixTM
307 Premium Asphalt
Primer
Test
Dimensions Specification
3, 5, 55 gallons ASTM D 41
ASTM D 1863
ASTM 1227
GAF Mineral ShieldTM 60 & 1001b. bags
Granules
Leak BusterTM MatrixTM
305 Fibered Asphalt
Emulsion
Leak BusterTM MatrixTM
303 Premium Fibered
Aluminum Roof Coating
LeakBusterTM MatrixTM
322 Elastomeric Roof
Coating
LeakBusterTM MatrIxTM
Select Asphalt Emulsion
Fibered 306
Leak BusterTM MatrixTM
204 Wet/Dry Roof
Cement
RUBEROID® Modified
Bitumen Flashing
Cement
LeakBusterTM MatrixTM
201 Premium SBS
Flashing Cement
GAFGLAS® #75
5 gallons
1, 5 gallons
55 gallons
55 gallons
1, 5 gallons
5 gallons
5 gallons
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing..
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral ShieldTM Granules shall be used for
flashing applications only.
Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
Elastomeric roof coating.
Asphalt emulsion fbered.
ASTM D -4586 Refined asphalt blended with a mineral
. ASTM D -3409 stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
ASTM D 4586 Fiber reinforced, polymer modified Flashing
cement
ASTM D 4586 Asphalt flashing Cement
39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat
wide base sheet.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 2 of 19
APPROVED ASSEMBLIES
Deck Type 1I: Wood, Insulated •
Deck Description: 19/32" or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations. .
Insulation Layer (Table 2) Insulation Fasteners Fastener •
(When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft2
P).
EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO,'EnergyGuardTM RA,
EnergyGuardTM RA Composite •
Minimum 1 "thick N /A' N/A
EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber,
Minimum V2" thick
EnergyGuardTM Perlite
Minimum %" thick
Fiberglas (Min. 15 /16" thick)
N/A N/A
N/A N/A
N/A • N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only
as base layers with a second layer of approved top layer insulation installed as the final membrane
substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT®
EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board
on all isocyanurate applications.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Anchor sheet: GAFGLAS® #80 ULT1MATM Base Sheet, STRATAVENT! EliminatoirM
Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID
Heat - WeIdTM Smooth or RUBEROID® Heat - WeIdTM 25 base sheet mechanically
fastened as described below;
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or
any of above Anchor 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 —4S psf, See General Limitation #7)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 8 of 19
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or
any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates,
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® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor
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® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base
sheet attached to deck with approved 11/4" annular ring shank nails and inverted
3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows
staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" 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 —60 psf, See General Limitation #7)
Any of above Anchor sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the
4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 pssf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with
Drill - TeeTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill-TecTM AccuTrac Plates, 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)
(Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIIMATM
Base'Sheet, GAFGLAS® STRATAVENT® EliminatorTM Perforated,
RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID®
20 RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeldTM directly
over the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General
Limitation #4).
One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet, #80
Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20 -40
Ibs./sq.
Base Sheet:
Ply Sheet:
MIAM DADECOUNTY
APPROVED
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 9 of 19
Cap Sheet:
Surfacing:
(Optional) One ply of GAFGLAS'' Mineral Surfaced Cap Sheet or
GAFGLAS ®EnergyCapTM 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.
(Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibs. /sq. respectively in
a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 galisq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20- 40lbs.sq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal. /sq.
4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield`a SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening above.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 10 of 19
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'A" Dens DeckTM or ' / ?" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
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- 40lbs. /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 sidelap 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 designs shall
conform with Roofmg 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this
. limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
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k
192
2007 ROOFING MATERIALS AND SYSTEMS UltitL I UHT
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Base Coat "A-38 Series ", 0.75 gal /sq.
Second Base Coat "A -38 Series ", 0.75 gal /sq.
Wear Coat "A -38 Series °, 0.75 gal /sq plus walnut shells•at 0.75 lbs per
sq.
acing: A-38 Series ", 0.75 gal /sq plus walnut shells at 0.75 Ibs per
46 D k: NC Incline: 3/4
Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 )
Surfacing: Spray application of 28 to 34 -mils "U -8730" (aluminum)
47 Deck: NC Incline: 1/2
Insulation: Spray application of 2 -in. thick " Polyfoam 273" (2.716/ft.3
Surfacing: Spray application of 28 to 34 -mils "U -8782" (ivory)
GAF MA.I.EItIALS CORP R1306
1361 ALPS RD, WAYNE NJ 07470
"Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an
alternate to Type G2 base sheets in any of the following Classifications.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum
DensDeck® may be used in any existing noncombustible deck Classification.
When this is done, the resulting roofing system is acceptable for use over
combustible (15/32 in. min) roof decks. The joints in the gypsum board and .
overlayment board are offset•6 in. with the joints in the deck. If polystyrene is
part of the roof system, it must be placed below the overlayment board.
Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to GP
Gypsum DensDeck® in hot asphalt.
"EnergyGuard Ultra" is an acceptable alternate to " EnergyGuard" in any
applicable Classification.
GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani-
cally attached or hot mopped over noncombustible decks and as a recover over
existing roof systems.
GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER -
GUARD" insulation in any of the following systems.
Unless otherwise adhered with hot mopping indicated, orurethane�insulation mechanically fastened,
-
rene reference in any of the following Classficatons include "ENERGuardyEPS
Insulation ".
References to glass fiber insulation include "EnergyGuard Fiberglass insu-
lation".
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type_ G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or
"OAFLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass
fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS PIy 6" ) in the Class A, B or
C roof systems indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base
sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF
Stratavent Eliminator Venting Base Sheet ( Nailable)" . Perforated to be
mopped and nailable to be mechanically attached granule side down.
As an option Type G2, asphalt glass mat base sheet ( "GAFGLAS #75 Base
Sheet ", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base
Sheet
("GAFGLAS Ply 4" may GAFGLLAS Ply 6" )1 as hie Inailed baserp y sheet
following systems. 4" ,
Bottom ply or base sheet may be solid mopped, spot mopped or mechani-
cally fastened.
Unless otherwise indicated, all insulations may be hot mopped or mechani-
cally fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for Clashing in any of the
Class A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or
any other UL Classified perlite insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A,
B or C systems lii;tgd.
Structural ceineit fiber building units are considered suitable to be included
as a deck in the following Class A, B or C systems listed over C -15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems
does not adversely effect the rating. The use of 1/2 in. min gypsum board is an
acceptable alternate for insulation over C -15/32 decks.
The use,of polystyrene insulation board between min 3/4 in. perlite board
and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a
suitable alternate for isocyanurate board in the following Class A, B or C
systems.
"BMCA EnerayG,uard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA
EnerryGuard A' may be substituted for any Atlas polyisocyanurate insula-
tion m any of the following Classifications.
Trumbull "Perna Mop" may be utilized with any of the following "Asphalt
Felt Systems with Hot Roofing Asphalt ".
GAPG1)AS'#80 Premiuin Base Sheet may be used in any of the following
st
ys ems.
" GAFGLAS Fiex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ".
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
"GAFTEMP Permalite Recover Board" may be used in lieu of any per
insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with 1
Roofing Asphalt" may be surfaced with "Fieshield MB" at 2.5 — 3.0 gal /s
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitun
membranes.
"Ruberoid Heat Weld" SBS roofing membrane may be used in lieu
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
1. Deck: C -15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, gl
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perli
urethane composite, wood hoer / isocyanurate composite, phenolic, :
thickness.
Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4"
" GAFGLAS Ply 6 ", hot mopped.
Surfacing: Gravel.
2. Deck: C -15/32 Incline: 2
Insulation (Optional): 'One or more layers perlite, wood fiber, gl
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perli
urethane composite, wood fiber /isocyanurate composite, phenolic,
thickness,
PIy Sheet:* Three or more layers Type GI " GAFGLAS Ply 4"
" GAFGLAS Ply 6 ".
Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced t
Sheet" or "EnergyCap Mineral Surfaced Cap Sheet".
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, g
fiber, isocyanurate, urethane, perlite / isocyanurate composite, pert:
urethane composite, wood fiber /isocyanurate composite, phenolic, 2
Ply Sheet: Two or more layers,Type Gl " GAFGLAS Ply 4" or "G.
GLAS Ply 6"
Cap Sheet One layer Type G3 "GAFGLAS Mineral. Surfaced
Sheet" or "EnergyCap Mineral Surfaced nCap Sheet".
4. Deck: NC
Insulation: One or two layers "Isotherm R ", 4 in. max, hot moppe
Ply Sheet Any UL Classified gravel surfaced C1acs A asphalt glass f
mat system. Incline: 1
5. Deck: C -15/32
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet One layer Type G2 " GAFGLAS #75 Base Sheet" (ma)
nailed).
PIy Sheet: One or more layers Type GI " GAFGLAS Ply 4" or GAFGI
Ply 6 ".
Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced':
Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ".
6. Deck: NC Incline: 3
Base Sheet One layer Type G2 " GAFGLAS #75 Base Sheet ".
Ply Sheet: One or more layers 'Type Gl " GAFGLAS Ply 4" or "G
GLAS Ply 6 ".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfacer:VI
Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". •
7. Deck: C -15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber, isocyanurate,
thane, perlite / isocyanurate composite, perlite /urethane composite;)
nolic, 1.0 in. min (offset from plywood joints 6 in.).
Base Sheet One or more layers Type Gl, G2 or G3. �
Membrane: One or more layers' Ruberoid Torch" (Smooth or Gra
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or G'
or "Ruberoid Mop Plus" (granule).
Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap S
" EnergyCap Mineral Surfaced Cap Sheet ", hot mopped.
8. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber
fiber, isocyanurate, urethane, perlite / isocyanurate composite,
urethane composite, wood fiber / isocyanurate composite, pheno
thickness.
Base Sheet Two or more layers Type G2 or G3. .
Ply Sheet (Optional): One or more layers Type Gl.
Membrane: One or more layers "Ruberoid Torch" (mooch or G
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or G
or "Ruberoid Mop Plus" (granule).
_LUU/ HUUrINU MIMI- CrIIML.J MI\Y J 1 J 1 cm.. vu Iw .
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)- Continued
Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or
"EnergyCap Mineral Surfaced Cap Sheet ", hot mopped.
9. Deck: NC Incline: 2
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood
fiber, mechanically fastened, any thickness.
Base Sheet: One or more layers Type G2, "GAFGLASS #75 Base Sheet ".
Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4" or
" GAFGLAS Ply 6 ".
Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
Surfacing: "Fireshield MB ", 25 - 3.0 gal. /sq.
Class B
1. Deck: C -15/32 Incline: 3-1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF -
GLAS Ply 6"
Cap Sheet: Type .G3 "GAFGLAS Mineral Surfaced Cap Sheet" or
"EnergyCap Mineral Surfaced Cap Sheet ", hot mopped.
2. Deck: C -15/32 Incline: 3-1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers Type Gl, G2 or G3.
Membrane One or more layers "Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule)
or " Ruberoid Mop Plus" (granule).
Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap
Mineral Surfaced Cap Sheet ", hot mopped.
Class C
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing "Special Roofing Bitumen" 20 lbs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 " GAFGLAS PIy 4" or
" GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber or glass
fiber, 2 in. max.
Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at
1 -1/2 gal /sq. Incline: 1
2. Deck: NC
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing. "Weather Coat Emulsion" at 3 gal /sq.
3. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
PJySheet Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
4. Deck: NC Incline: 2
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)- Continued
Insulation (Optional): Isocyanurate, perlite, isocyanurate /comp
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet One ply Type Gl or G2, mechanically fastened o
PIy Sheeet: One or more plies Type GI or G2, adhered with hot ro
asphalt.
Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", '
gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq.
5. Deck: NC Incline(
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood
mechanically fastened, any thickness.
Base/Ply Sheet: One or more plies Type G1 or type G2, hot mopp
place.
Coating: "Fibered Aluminum Roof Coating ".
6. Deck: NC Incline:1
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood
mechanically fastened, any thickness.
Base/Ply Sheet One or more plies Type GI or Type G2, fully ad
with either " Ruberoid Modified Bitumen Adhesive" or "Ruberoid I
feed Bitumen flashing Cement ".
Coating: "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq.
7. Deck: C 15/32. Incline: 1
Base Sheet One or more plies Type G2, mechanically fastened.
Pty Sheet: Three or more plies Type GI, hot mopped in place.
Coatings: " Fibered Aluminum Roof Coating", 1-1/2 gal /sq.
8. Deck: NC Incline: 1
Base Sheet: Any UL Classified Type GI or Type G2 base
mechanically fastened.
Base Sheet plies, fully adhered UL with "Matrix Standard Cold Lap Adhesive 1
gal. /sq.
Surfacing: "Matrix 322 White Elastomeric Roof Coating ", 2 gal.
9. Deck: NC Incline: 1/2
Insulation (Optional): Petlitg, glass fiber, polyisocyanurate,
fiber, mechanically fastened, any thickness.
Ply Sheet Three or more layers Type GI " GAFGLAS Ply 6
Surffacciing: " Fireshield MB ", 15 - 2.0 gal. /sq.
Class B
1. Deleted Incline: 2.
2. Deck: C -15/32
Insulation (Optional): One or more layers perlite, wood fiber
fiber, isocyanurate, urethane, perlite / isocyanurate composite, p
urethane composite, wood fiber /isocyanurate.composite, phenol
thickness.
Ply Sheet Three or more layers Type G1 " GAFGLAS Ply
"GAFGLAS Ply 6 ", hot mopped.
Surfacing. Grundy Industries' "al MB Aluminum Roof Coating"
gal/sq. Incline 2
3. Deck: NC
Insulation (Optional): One or more layers perlite��ood fbe1
fiber, isocyanurate, . urethane, perlite/isocyanurate-composite, F.
urethane composite, wood fiber / isocyanurate composite, phenol
thickness. -
Ply Sheet: Three or more layers Type GI " GAFGLAS Ply
"GAFGLAS Ply 6"
Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq.
Class C
I. Deck: C -15/32 Incline: Unlimited
Insulation (Optional): One or more layers perlife, wood fiber c
fiber, 2 in. max.
Ply Sheet Three or more layers Type Gl " GAFGLAS Ply
"GAFGLAS Ply 6 ":
Surfacing: Grundy Industries "al MB Aluminum Roof Coati
• 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 >.gal /sq.
2. Deck: C -15/32 Incline: 2.
Insulation (Optional): One or more layers perlite, wood fibe
fiber, isocyanurate, urethane, perlite / isocyanurate composite, }
urethane composite, wood fiber / isocyanurate composite, pheno
thickness.
Ply Sheet Three or more layers Type G1 ."GAFGLAS Ply
"GAFGLAS Ply 6 ".
Surfacing. Grundy Industries "al MB Aluminum Roof Coat
1 -1/2 gal /sq.
LOOK FOR THE UL MARK ON PRODUCT
NOTICE OF COMMENCEMENT I IIIIII 11111 VIII VIII 11111 VIII 1111111111111
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION p
PERMIT No8t -2707 -� /3 TAX FOLIO NO. / —37. -O - 031 -Uo ;'
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information '
is provided in this Notice of Commencement.
CFN 2i i12Ri 408.3652
OR Bk 27987 F's 3767; (1Ps)
RECORDED 02/06 /2012 15:2:3 0
HARVEY RUVIH, CLERK OF COURT
MIAMI-DADE COUNTY? FLORIDA
LAST PAGE
1. Legal description of property and street/address: "fib PE /03
pn i d.yy J. 6h0 rat 3,) lg
2. Description of improvement:
3. Owner(s) name and address: C e
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address:
5. Surety: (Payment bond required by owner from contractor, if any) OT ,
Name and address:
Amount of bond $
6. Lender's name and address:
1 ! !ERESY °C EFf F`t
c rtinsi r "alt f;-,is tiv:... 3 cn
HARV ' :E It. CI FBI£ u RaorR M ^ii ;iCl I G9an;r:
amts may be served as
7. Persons within the state of Florida designated by Owner upofpiY
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address: 4 ) I
8. In addition to himself, Owners designates the folio
in Section 713.13(1)(b), Florida Statutes.
Name and address:
ing person(s) to receive a copy of the Lienor's Notice as provided
1
9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a
different date is specified)
Signature of Owner
Print Owner's Name
Sworn to and subscribed before me this
/ n
Notary Public %.(/4I/Of
Print Notary's Name
My commission expires:
123.01 -52 PAGE 4 10/04
kohl
day of 0---Q,n
PiT,i�U^C-- S��'!ATE O I 4`
c d D.
wires: APR. 02, 2013
Prepared byc.,
20 '' �,
Address: Lke0gl /144:5t S
f 1 t