RF-12-758Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number. INSP- 172886 Permit Number: RF -4 -12 -758
Scheduled Inspection Date: May 31, 2012
Inspector: Bruhn, Norman
Owner: GORMAN, SEAN CHELSEA
Job Address: 372 NE 98 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: T &S ROOFING SYSTEMS INC.
Permit Type: Roof
Inspection Type: Roof Repair
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060135680
Phone: 305/265 -2654
Building Department Comments
REPAIR TILE
Passe.W1— /L
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
&Z-
May 30, 2012
For Inspections please call: (305)762 -4949
Page 8 of 26
Miami Shores Village
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
S/3 /11/04tittaa-,e&,..
INSPECTION'S PHONE NUMBER: (305) 762.4949
B DING Permit No.R.C-::
PERMIT APPLICATION Master Permit No.
FBC20`0
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): „<t4/1 44044,14. l Phone#•
Address: 377 iv( S?
City: i �! W! + i VISAG 5 State: fc Zip: `7 Di DAll
Tenant/Lessee Name: Phone#:
Finail•
JOB ADDRESS: -)17, 1" f elf 0
City: Miami Shores County: Miami Dade Zip: 3 )) 3a
Folio/Parcel #: I I- 3766 - b r3- S b go
Is the Building Historically Designated: Yes NO Flood Zone:
CONTRACTOR: Company Name: T 7 (/4I(19 c y vim Phone#: 9 d,-" Z6 f
Address: (-! 6 I ti W Z 3 f I .
City: taV W % p,,, State: Zip: ) Y Z
Qualifier Name: Lord i ril i N ( Phone#: � �E ZAr _____ ,'/
State Certification or Registration #: (CC I77 fi P'7 Certificate of Competency #:
Contact Phone#: gar- 79-7 --71sr Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 'Z 7,-.4 0 Square/Linear Footage of Work:
Type of Work: DAddition OAlteration
Description of Work: i.L,,R + < '
3 \o{ roo? k'\e
DNew
E Repair/Replace DDemolition
Submittal Fee $ CO Permit Fee $ /6 C% 0.1
CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment: Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Si \‘',,,,.____, Signature
Owner or Agent Contractor
The for going instrument was acknowledged before me this The foregoing instrument was acknowledged before me t isV
day of , 20 \t, by V eill 60/11140 .. . h , day of ; , 20 , by W c115 7 e
who is personally known to me or who has produced \71 it.--- who
As identification and who did take an oath.
B . Notary Public State of Florida
Daniel Perez
My Commission EE123821
ofcuo' Expires 08/21/2015
to me or who has produced
as identification and who did take an oath.
NOT
Sign:
Print:
My Co
P
Pser, Notary Public State of Florida
Daniel Perez
My Commission EE123821
'o? Expires 08/21/2015
** * * * * * * * * ** * * *** * ***** ****+ ****** ** R4*******+R**** ***********F+k+R********+J«R+ * **al3+**+►************* *** ****+t **
APPROVED BY tp Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09)
1461 NW 23 Street
Miami, FL 33142
Dade: (305) 265 -2654
Broward: (954) 438 -9897
SYSTE11,
Masters in modern -day roofing systems
State cen• se
No r` ? 5968
PROPOSAL AUBlyITTED TO
ADDRESS
Z !% . q7, sr
3ITY. STA E ND ZIP CODE
4RCHITECT
PHONE
'3G ; - (911-001
JOB NAME
DAT
JOB LOCATION
DATE OF PLANS
JOB PHONE
WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATE FOR:
(ntm f 6 y_
Ile.-- 1 tAK ,f 421 i ,a4 eon> c—,0-R vAl
kiG c -SC v(-- DoE-.
sit144 64,
New TO—.
N'U&
gN-hv 1 oe otter 2 011ie & kick i(13
Iva t.A fL" 44 Is rev, -ee.h
tt=to l Au„/I De6't) CI? AA
Y
- - - -- MONTHS WARRANTY- ON - LABOR- AND - MATERIALS
ftS ^ .q t/ tf f C"OQ Ge 1'i4 j) _ 9i4{_
'AYMENTS TO BE MADE AS FOLLOWS:
02-s7,), 9<-`7b--
LOCATION OF WORK TO BE PERFORMED:
-10J •t-- deCue
I matenal is guaranteed to be as specified. All worK to be completed in a workmanlike
snner according to standard practices. Any alteration or deviation from above spedfica-
msinvoMng- extra- casts -will- be-execnted- only -upon- written -orders; and-will- becmrne-an --
(Ire charge over and above the estimate. All agreements contingent upon strikes,
:cidents or delays beyond our control. Owner to parry fire, tornado and other necessary
surance. Our workers are fully covered by Workman's Compensation Insurance.
,CCEPTANCEOF PROPOSAL - The above prices,
:eciflcatrons and conditions are satisfactory and are hereby accepted. You
e authorized to do the wok as specified. Payment will be made as outlined
rove..
DATE OF ACCEPTANCE
4
AUTHORIZED
SIGNATURE
THIS PROPOSAL MAY
WITHDR BY US IF NOT CCEPTED WITHIN
6
DAYS
SIGNATURE
SIGNATURE
• ,,.,,.r,..o ,a, na, niuf oa CTRPFT • e4IAMI Fl 35142 • PHONE:305.265.2.654 • PHONE:954.438.9897 • FAX:305.265.2685
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
- R CEOVED
APR 3 0 2012
Awn Y*H.
Florida Building Code Edition 20
gh- Velocity Hurricane Zone Uniform Penult Appllcatt
Section A (( npral lnfnrmatin
Master Permit No. l Z F C vT
Contractor's Name 11 11 (II 001
Job Address t 41. eM. •
Miami Shores Village
APPROVED
BY
DATE
ONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
Process N ;TATr ANI) COUNTY RULES AND REGULATIONS
❑ Low Slope
❑ Asphaltic
Shingles
❑ New Roof
❑ Mechanically Fastened Tile ,frMortarlAdhesive Set Tile
❑ Metal PaneUShingles 0 Wood Shingles /Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
I?I Reroofing
❑ Recovering
ROOF SYSTEM
INFORMATION
Low Sio Roof Area (SF) Steep Sloped Roof Area (SF)
,79„
iJ
section R (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
Repair ❑ Maintenance
Total (SF).
1A
Ti
1
FLORIDA BUILDING CODE — BUILDING
4-0 •V
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
SActinn rl (Steep Sloped Rnof System)
Roof System Manufacturer: t Lfe1 � ce l,1 C
�,e�r I VV
Notice of Acceptance Number: cA _Ott .1\
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations
P1: ✓�.\ P2: FMS.) P3: lay?
Maximum Design Pressure 31.3 -too 'TA i-1-1 kHe94e
(From the Product Approval Specific System): cail,0gr4Se ,
Roof Slope:
:12
Stepp Slnppd Rnnf System nescriptlnn
Deck Type:
slq cox `fsI woad
Type Underlayment:
Insulation:
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type:
"IM rst
Or eal
Type Cap Sheet:
Mean Roof Height: 5'
Roof Covering:
14,
Type & Size Drip
Edge:
FLORIDA BUILDING CODE — BUILDING
t
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High- Velocity Hurricane Zone Uniform Permit Application Form.
,Spctinn F (TiJp Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from MF If the Mf values are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
``
Method 1 "Moment Based Tile Calcullationn RAS 127"
4•{ x %0g _ `• 1 6 ) -Mg: I/1!7 - =Mrii l Product Approval Mf �1 3at
1 W p Ip 1 4r• C!Q Product Approval Mf l�'J
• Product Approval Mf !�J 1'•
(P2: aa x Mg: V = Mt1
(P3: Ub1 xA _JL .70 n- Mg: K7.1\ =Mr3
Method 2 "Simplified Tile Calculations Per Table Below"
Required - Moment of- Resistance (Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height -,
Roof Slope
2:12
3:12
16'
20'
25'
30'
34.4
32.2
36.6
382
39.7
42.2
34.4
36.0
37.4
39.8
4:12
5:12
6:12
30.4
7:12
32.2
33.8
35.1
37.3
28.4
264
24.4
30.1
31.6
32.8
34.9
28.0
29.4
30.5
32A
26.9
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 Fr. 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 "Moment Based Tile Calculations Per RAS
xL = xw: =_ -W: x cos 0 =Fri
x w: = ) - W: x cos 8 = Fa
-W: x cos8 =Fs
(P2:
•
xL
27"
Product Approval F
Product Approval F'
Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
11
Job Site
Roof
0
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to
Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M8
Calculated
Minimum Attachment
Resistance
-
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
FLORIDA BUILDING CODE - BUILDING
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE OA
Monier Lifetile, LLC
200 Story Road
Lake Wales, FL 33898
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
SCOPE:
This NOA is being issued under the applicable rules Miami-Dade e County Product Control Division and accepted
The documentation submitted has been reviewed by
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 c the Control to
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
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 desid to
g Cocomply with the Florida Building Code
including the High Velocity Hurricane Zone of the
DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's or lo city, state d
following statement: "Miami -Dade County Product Control Approved", ss 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 ne:r tively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been
endorsement of change in the any
materials, use, and/or manufacture of the .product process. al Misuse of
terminate this NOA. Failure to comply
product, for sales, advertising or any other purposes
with any section of thisNOA shall be cause for termination and removal ofNOA. by
ADVERTISEMENT: The NOA number preceded by the e. words s Miami-Dade County,
NOA is displayed, and d, olio it d by
the expiration date may be displayed in advertising literatur any portion
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- 1023.12 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAM14DADE COUNTY
APPROVED
NOA No.: 09- 0422.11
Expiration Date: 12 /16/12
ApprovarDate:-05/27/09
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub- Category:
Material:
Roofing.
Flat Profile Roofing Tiles
Concrete
1. SCOPE
This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as
manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this
Notice of Acceptance. -- For locations where the pressure requirements, as - determined by
applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Monier Lifetile
Atlantis Shake and
Slate Tile
Trim Pieces
Dimensions
1= 16"
w= 10"
1 1/4" thick
I = varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Test
Specifications
TAS 112
TAS 112
Test Identifier
7161 -03
Appendix III
94-060A
94-084
25- 7094 -2
The Center for-Applied 25 -7094-8
Engineering, Inc.
The Center for Applied
Engineering, Inc.
a^.a .:.3. > �u I_�ui�r_Ari al •7.i alAI �+,t&'a�n,:ff, r,� a-
APPROVED
R•�
25- 7094 -5
Product
Description
Flat, interlocking, high pressure extruded
concrete shake and slate roof tile equipped
with two nail holes. For direct deck, mortar
or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Mortar Set)
(Adhesive Set)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
New Construction)
Static-Uplift Testing—
PA 102.
(4" Headlap, Nails, Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Date
Dec. 1991
March, 1994
May 1994
Oct. 1994
-Oct. -1994
Oct. 1994
NOA No.: 09- 0422.11
Expiration Date: 12/16/12
X0527/07
Page 2 of 7
Test Agency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
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.
Professional Service
Industries, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
P0402
Project No. 307025
Test #MDC -77
224 -47099
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Calculations
Calculations
Calculations
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineerins
Nutting Engineerins
Calculations
Calculations
Calculations
TAS -112
TAS -112
Test Name/Report
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
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
Aerodynamic Multiplier
Moment of Gravity
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
Date
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 199.1
Aug. 1994
July 1994
Sept. 1993
Oct., 1994
Sept. 1994
Dec. 1998
March 1999
October 2007
August 2007
February 1996
April 1996
December
1996
25- 7848 -6
25 -7183 March 1995
Aerodynamic Multipliers April 1999
Two Patty Adhesive Set System April 1999
13343.1 June 2007
13343.1 March 2009
NOA No.: 09- 0422.11
Expi '
Approval Date: 05/27/09
Page 3 of 7
3. LIMJTATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
3.7 May be installed on slopes 7:12 and greater with a minimum of two screws.
. INSTALLATION
4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile
Weight W (Ibf)
Length -I (ft)
Width -w (ft)
Monier Lifetile Atlantis Shake &
Slate Tile
8.5
1.33
0.833
Tablet: Aerodynamic Multipliers- X ft3)
Tile
Profile
X (ft3) X, (ft3)
Batten Application Direct Deck Application
Monier Lifetile Atlantis Shake & Slate Tile
N/A 0.208
NOA No.: 09- 0422.11
Expiration Date: 12/16/12
Approval Date: 05/27/09
Page 4 of 7
Table 3: Restoring Moments due to Gravity - M
(ft -Ibf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12"
greater
Battens
or
_Direct
Deck
Monier
Lifetile
Battens
Direct
• Deck
Battens
Direct
Deck
Battens
Direct
-Deck
Battens
Direct
Battens
Direct
Atlantis
Shake &
Slate Tile
Deck
Deck
N/A
6.17
N/A
6.11
N/A
6.01
N/A
5.89
N/A
5.75
N/A
5.59
NOA No.: 09- 0422.11
Expiration Date: 12/16/12
Approval Date: 05/27/09
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Monier Lifetile
Atlantis Shake &
Slate Tile
2 -10d Ring Shank Nails
30.9
38.1
N/A
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
N/A
2 -10d Smooth or Screw
Shank Nails
14.0
18.8
N/A
1 #8 Screw
30.8
30.8
N/A
2 #8 Screw
51.7
51.7
N/A
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3 ,
N/A
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
N/A
2 -10d Smooth or Screw
Shank Nails (Field .Clip)
35.5
35.5
N/A
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
N/A
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems -
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Adhesive'
31.32
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Poiyfoam Product, Inc. Average weight per patty 8 prams.
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for
Single -Patty
Adhesive Set Systems - -- —
Tile Profile
Tile Application
Minimum Attachment
Mortar Setb
.„'_.
—,Re siits ance
Monier Lifetile Atlantis Shake & Slate Tile
PolyProTA°
118.93
PolyProT'"
40.4"
3 Large paddy placement of 45 grams of PolyProTm.
4 Medium paddy placement of 24 grams of PolyProT"'.
NOA No.: 09- 0422.11
rationsDate 474 16142
Approval Date: 05/27/09
Page 5 of 7
Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Mortar Setb
39,0
5 See specific mortar manufacturers Notice of Acceptance
NOA No.: 09- 0422.11
rationsDate 474 16142
Approval Date: 05/27/09
Page 5 of 7
5. 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 ".
MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO BEACH, FL PLANT)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
NOA No.: 09- 0422.11
F rniratloDPSte92 %1+64
Approval Date: 05/27/09
Page 6 of 7
PROFILE DRAWINGS
1"
-1112"
„.•■■•4
..
„,„ ... .
•••••
VIAIERLOCIC
,...
1611'5" ........
•-,„.. *,,,,
, ...
..... ._ ... --. ......
. , -,...
....„. .:, , , -
,
-,.:-...,... -,... ,
'',...•-, ,..., ~-,...- ----„, ---....z,-,.. ---,
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...,_s,..,... ,_....... „.„.. ,69.., .,-•
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mug ----.:::,:-.::-.. '.--:::-... --e'
—1
MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
APPROVED
NOA No.: 09-0422.11
Expiration Date: 12/16/12
/09
Page 7 of 7
NIAM1
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
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 /pera
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the
right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA # 11- 0601.10 and consists of pages 1 through 8
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
pprova a :
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category:
Sub - Category:
Material:
Roofing
Underlayment
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
(Surface Printing)
Manufacturing Location
#2
Polystick TU P
underlayment
Manufacturing Location
#2
Polystick Tile Pro
Manufacturing Location
#2
Polystick Dual Pro
Manufacturing Location
#2
Dimensions
Roll:
65'8" x 3'33/8"
60 mils thick
Roll:
65' x 3'3-3/8"
Or 65' x3'
60 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 3'33/8"
60 mils thick
Roll:
61' x 3'33/8"
60 mils thick
Test Product
Specification Description
TAS 103 A homogeneous, rubberized asphalt
waterproofmg membrane, glass fiber reinforced
with polyolefmic film on the upper surface for
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
TAS 103 and - Afine- granular /sand top surface - self - adhering,
ASTM D 1970 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.
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 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 rubberized asphalt self - adhering, glass -
fiber /polyester reinforced waterproofing
membrane. Designed as a metal roofing and roof
tile underlayment.
A rubberized asphalt waterproofmg 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.
TAS 103 and A rubberized asphalt self - adhering, glass -
ASTM D 1970 fiber /polyester reinforced waterproofing
membrane._ Designed as a metal roofing and
roof tile underlayment.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
pprova a e:
Page 2 of 8
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.
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
- 33370.04.11
P36900.09.11
P37300.10.11
PRI01111
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
Test Name/Report.
TAS 103
ASTM D 1970
TAS 103
TAS 103
TAS 103
TAS 103 /ASTM D4798 & G155
ASTM D1970
TAS 103
ASTM D 1623
TAS 103 /ASTM D4798 & G155
TAS 110 /ASTM D4798 & D1970
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
04/26/11
09/01/11
10/19/11
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- 1229.01
Expiration Date: 09/13/16
ppTh a a e:
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 -i4 and end
laps - shall -be-a- minimum -of 6.!'- -Roll the- membrane -into place -after- removing- the - release strip. - Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be
used in all the previous assemblies listed except metal roofing.
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
Polystick IR Xe 1
Polystick TU, TU
Plus, TU P, Tile Pro
(days)
Prohibited without battens
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 9N -3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set
and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically
fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof file
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 file underlayment for (direct -to -deck) tile assemblies shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick IR Xe 1
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.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
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
6
Roofing Tiles
(6 Max Per Stack)
12
11. Refer to prepared roofmg 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.
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.
NOA No.: 11- 1229.01
"Expiration-Date: 09/13/16
Approval Date: 04/05/12
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
xoPolystickMTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"112 ", 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 roofmg 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_anypplication 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- 1229.01
Expiration Date: "09/13/1-6
Approval Date: 04/05/12
-Page 7 oft
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894 -4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 8 of 8
MIAM2
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
11 805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.mla midade.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: Polypro® AFI160
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.
MIAMIOADE 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:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® A}1160 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
Polypro1 AH160
Dimensions Test Product DeserinHon
Specifications
N/A TAS 101 Two component polyurethane foam
adhesive
Foampro ? RTF1000 N/A Dispensing Equipment
ProPacko 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Pronertv
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
1.61bsift.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 @ -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.
NOA No.: 11- 0124.04
Expiration Date: 05/10/12
Approval Date: 04114/11
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 041Q8194
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} ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109-2
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 03/02/99
520109 -2 -1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro®AH160_ shall- solely- be -used with - flat, low, & high - tile- profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120,
4. Roof 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 HANDI -STICK roof the adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
_W
2
MIAMI•DADE COUNTY
APPROVED
F'- MS
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® AH160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance' with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro AH160 Operating
Instruction and Maintenance Booklet.
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 0.017510 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® A11160 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, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
LABELING:
All PolyproiI 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.
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
Mail throng!) plastic cement Paddy (Beneath TIM)
Underlayment
1
10 fn`.
Witham
Esve Closure
—
Fascia
Ease couneonly:
Keep adhesive appmx,
4 In. uP ham weepholes
1) pence enough adhesive toachieve 17to23
square Inches In contact wfhthe pan the
2) Tc ensn ups* d. Placa 112In. a ilea ed �
Then Install the Se.
Option 2x4& tor
steep pitch applications
Meg Waugh plastic cement
MJAMIDADE COUNTY
APPROVED
Be
too portion
oftheeava
course cover the.
Abut tosmwrd mace oi
pantiles, Enacts we andef
pan and cover tuestoe
gush at ease line.
Eased** Weephde Fes*
(mortar shown)
Sheathing
Optional
Potabap Mortar
on edges
longitudeal
NQA No.: 11- 0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 5 of 7
v
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Fascia
weaphale
Eave clasare
Drip edge
MIAMFDADE 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)
• Single paddy
3 h. under file
x3 3 l in.
Single paddy on
under-
_lament
Single paddy
on top of file
course
In. X7 In. medium
size paddy save
Fascia course only
Nall through plastic cement
Underlayment
Single paddy under tile
Single paddy between tile
2 in. x 7 In. medium
size paddy save
course only
r In.x
Single 41n.
paddy on
under.
Iayment
Single paddy
on top of tile
t% e
Course
Fascia
Weephoie
Paw :closure
Drip edge
END OF THIS ACCEPTANCE
MANMADE COUNTY
APPROVED
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 7 of 7
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or
owner should notify the occupants of adjacent units of roofing to be performed.
4. ( Exposed Ceiling: 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
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
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. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. I , Ventilation: Most roof structures should have some ability to vent natural airflow through the
• in en r of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
not
Owner /A
Revised on 7/9/2009 LD
ate Contractor Sig atu
-2� —12
ate