RF-12-2202Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-181841 Permit Number: RF -11-12-2202
Scheduled Inspection Date: December 04, 2012
Inspector: Rodriguez, Jorge
Owner: EAST CONDOMINIUM INC, SHORES
DI ATA
Job Address: 9120 NE 8 Avenue BLDG G
Miami Shores, FL 33138-0000
Project: <NONE>
Contractor: ALL CONSTRUCTION & DEVELOPERS INC
Building Department Comments
TILE ROOF REPAIR LEAK
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 113206044001
Phone: (786)768-4330
Infractio Passed comments
INSPECTOR COMMENTS False
December 03, 2012 For Inspections please call: (305)762-4949 Page 12 of 33
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
December 03, 2012 For Inspections please call: (305)762-4949 Page 12 of 33
Miami Shores Village
Building Department NOV 2 0 2012
90050 N.E.2nd Avenue, Miami Shores, Florida 33138 ok
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
IrnglL
NO) i -P FBC 20
BUILDING Permit No.
PERMIT APPLICATION
Permit Type: BUILDING
Master Permit No. 04 l "L, 2.ZP2,,
ROOFING
JOB ADDRESS: 6i 120 tx1 F_ V I 4 Vt
City: Miami Shores County: _!) L Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder) �11 EIA`6 "1' 0 Phonet(
Address: 7'15 1'4 S li `J �
City: /h4 T A ffy o -,,�v re,5 , State: �' Zip:
Tenant/Lessee Name: Phone#:
Email. _f5 8 Z C"_A77. jm c� —
CONTRACTOR: Company N
Address: JTO ®c➢
r
City: muc
Qualifier Name: n
_3-,3a-36
-Z?L -3c
eiWl
.3 _3 x
State Certification or Registration #: "-- s:= ' Certificate of Competency #: _
Contact Phone#: �� � 7 Z a Email Address:31 g 9 OF1 f)� g Wt' u
DESIGNER: Architect/Engineer: Phonek
J�
Value of Work for this Permit: $ _� 0 0 . Square/Linear
Type of Work: (]Addition
Description of Work: b� I I
of Work: 4 0 a 0 !�/a -A- —
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 $_
Bonding Company's Name (if
Bonding Company's Address _
City
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.
Signature JSZSignature
Owner or Agent Contractor / �y
The fo a oin ins nt was a oWledgbe me this a foregoing instrument was acknowledged before me this J /
day of 0y day of ®� by ,!�J�lN.f�/Q
L/ -
who ' personally known t me or who has produced who ' personally known to or who has produced
As identification and who did take an oath. identification and who did take an oath.
NOT• "XT "Yy W/ -
Sign:
Print:
My C
NOTARY PUBLIC:
My •9kpyi1Mm. Expires Oct 26, 2014
OF f`opo;` Commission # EE 37821
.. Bonder' "",ough national Notary Assn,
APPROVED BY1? —,/";2 Plans Examiner Zoning
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Clerk
The shores Plaza Past Condominium Association, Inc.
748 North East 911 Street
Miami Shores, FL 33138
305-759-9069 / FAX 305-759-2101
E-MAIL spe323@att.net
November 7, 2012
Miami Shores Village
Building Dept.
10050 NE 2nd Avenue
Miami Shores, FL 33138
Dear Sir / Madam:
This letter will serve as your confirmation that "All Construction" has been
contracted and is authorized by the Board of Directors of the Shores Plaza
East Condominium Association to perform roof repairs at building 9120 NE
8"' Avenue, Miami Shores, Fla. Area of front entrance / overhang.
Should you have any questions regarding the enclosed, please feel free to
contact the condominium office.
Sincerely yours,
rert'Gonmzalez'
President
cc: file
;`,�L.-
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Nov 0 012 rA :� ami Shiotes Village
APPROVED BY DATE
Florida BuildinS) Code Edit Z� EP r f
High -Velocity Hurricane Zont, Uniform Permit jfli Iau5a n.l
B T � o CCIMPUANCE VVI FH All FEDERAL
Section A (General Infora�ld�
STATE ANL) Cr UN , _( RILES AND REGULATIONS
Master Permit No. /'' �� ( -�-� v� Process No.
Contractor's NameA l I l�li�_ m CSI i® r
Job Address'r 1y E P LA ° V ! ds' i 01 d `� Lw
ROOF CATEGORY
❑ Low Slope ❑ MechanicAly Fastened Tile AMortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panol/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescripilve BUR -RAS 150
RC;OF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering XRepair ❑ Maintenance
ROC;F SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloptid Roof Area (SF) Total (SF)
Section1(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 identif'/ dimensions of elevated pressure zones and location of
parapets.
LI
15.32
FLORIDA BUILDING CODE — BUILDING
The Shores Nam East Condominfum -Association, Inc.
745 Nath East 91'Street
MWmi Shores, FL 33138
3OS-M -9089 - VoloWFex
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High -Velocity Hurricane Zow Uniform Pwmit Appilcation Foran.
Section D ($-Leep Sloped Roof System)
Roof System Manufacturer:' h, �x f Tde
Notice of Acceptance Number: �� n
Minimum Design Wind Pressures, ItApplicable (From RAS 127 or
Calculation s)•
1 • _ P2: 133:
Maximum Design Pressure
(From the Product Approval Specific: System):
"
7-T. E37
Steep Sloped Roof System Description
Deck Type:
\Typenderyment:
�R f Slope:
: 12Insulation:
Barrier:Ridge Vertiti anion?Fastentm Type & Spacing:
Mean Roof Height:
A<,Jhesive Type:
S C1
MOM
Type Cap Sheet: I}-�
Roof Covering: LP
Type & Size Drip
Edge:
15.34 FLORIDA BUILDING CODE —
jECTION 1524
HIGH VELOCITY HURRICANE ZONES 1,1EQU1RED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner i ft the
required roofing permit, and to explain to the owr;er the content of this section.. The provisions of Chapt r 15 of
the Florida Building Code, Building govern the minimum requirements and standards of the industry forroofing
system installations. Additionally, the following its;ms should be addressed as part of the agreement betw ien the
o'
Wthaor
d the contractor. The owner's initial In tholi adjacent box indicates that the item has been explained
AestheticsWorkmanship: The workmanship provisions of Chapter 15 (High Velocity Hurrica Zone)
e purpose of providing that the roofjng system meets the wind resistance and water ir truslon
Performance standards. Aesthetics (appearance)IJ issues are not a consideration with respect to workrr anship
pro ' ns. Aesthetic issues such as color or arcm1tectural appearance, that are not part of a zoning code, should
as part of the agreement between ti16 owner and the contractor.
Fid
nalling Wood Decks: When replaci'ig roofing, the existing wood roof deck may have to be nailed
with the current provisions of Ch%ler 16 (High Velocity Hurricane Zones) of the Florida Ilding
of deck is usually concealed prior to removing the existing roof system).
ommon Roofs: Common roofs areIthose which have no visible delineation between ne boring
nhouses, condominiums, etc.). In buo dings with common roofs, the roofing contractor and/or owner
snotify the occupants of adjacent units of ung work to be performed.
4. Exposed Ceilings: Exposed, open be€im ceilings are where the underside of the roof decking be
vi from below. The owner may wish to rraintaln the architectural appearance, therefore, roofir g nail
penetrations of the underside of the decking mayIr not be acceptable. The Florida Building Cale provi the
II0 maintaining this appearance.
5. Ponding Water. The current roof sys;em and/or deck of the building may not drain well may
ca water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of stn ictural
distress and may require the review of a professional structural engineer. Ponding may shorten life
e and performance of the new roofing system. Ponding conditions may not be evident until the 'ginal
Moved
ystem is removed. Ponding conditions sho'Wd be corrected.
6. Overflow scuppers (wall outiets): ItI� is required that rainwater flaw off so that the roof s not
from a build up of water. Perimeted4t'ge walls or other roof extensions may block this discN irge if
oyedpw scuppers (wap outlets) are not provided. 0 may be necessary to install overflow scuppers in a ante
Florida Building Code, Plumbing.
7. Ventilation: Most roof structures shoulc#1 have some ability to vent natural airflow through the interior of
the aural assembly (the building itself). The exhAng amount of attic ventilation shall not be reduced. It may be
beneficial to consider additional venting which can r'ssult in extending the service life of the roof.
OwneespkgentprSignature Date Copftctoes Signature
Property Ad Permit Number
Ms,
Rev 120/MlkComputer Swvices. Bufiding Depaftent
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County 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.: I1-1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 1 of 8
MIAMI-DADE COUNTY
1;
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.eov/sera
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County 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.: I1-1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Categorv: Underlayment
Material: SBS, APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
6558"X393_3/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3933/8"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'10'9 x 3'33/8"
ASTM D 1970
polymer modified, fiberglass or polyester
Manufacturing Location
100 mils thick
reinforced, bituminous sheet material for use as
#1 & #2
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus
underlayment
Roll:
65' x 3'33/8"
TAS 103 and
ASTM D 1970
A rubberized asphalt self -adhering, glass-
fiber/polyester reinforced waterproofing
-(Surface Printing)
80 mils thick
membrane. Designed as a metal roofing and roof
Manufacturing Location
tile underlayment.
#2
rt
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt waterproofing membrane,
underlayment
32'10'9 x 3'33/8"
ASTM D 1970
glass-fiber/polyester reinforced, with a granular
Manufacturing Location
130 mils thick
surface designed for use as a tile roof
#2
underlayment.
Polystick Tile Pro
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass -
Manufacturing Location
61'x393_3/8,,
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass -
Manufacturing Location
61'X393_3/899
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 11-1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED:
Test Aaency
Test Identifier
Test Name/Report
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity I ERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
PRI Asphalt Technologies
PRI01111
ASTM D 4977
04/08/02
PUSA-005-02-01
ASTM D 4977
01/31/02
PUSA-018-02-01
ASTM D 2523
07/14/03
PUSA-035-02-01
TAS 103
09/29/06
PUSA-033-02-01
ASTM D 1970
01/12/06
PUSA-055-02-02
TAS 103
12/10/07
PUSA-083-02-01
TAS 103
06/30/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX201-17A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX2313813
TAS 103/ASTM D4798 & G155
02/18/10
DX23138A
TAS 103/ASTM D4798 & G155
02/18/10
NOA No.: 11-1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type H 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-%2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 11-1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 4 of 8
GENERAL LBUTATIONS:
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.
Expos
re Limitations (days)
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 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.
NOA No.: 11-1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 5 of 8
GENERAL LEVIITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
Roofing Tiles
(6 Max. Per Stack)
12
6'.
C /
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.
MIAMPDADE COUNTY
BUILDING PERMIT REQmEMENTS:
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
to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7712" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/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.: 11-1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
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) 8944563.
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
H' ;
MIAMI-DADE COUNTY
®— PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/sera
Lamoti Roof Tile, Inc.
1390 NW 29 Street
Miami, FL. 33142
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: Barrel High Profile Concrete Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews NOA# 06-1214.07 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
MIAWDADE COUNTY
�ga...e
rml
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
• Category: Roofing
Sub -Category: High Profile Roofing Tiles
Material: Concrete
1. SCOPE
This renews a roofing system using Lamoti Barrel High Profile Concrete Tile, as manufactured by Lamoti Roof
Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code.
For the 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 attachement calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Barrel Concrete Tile Length: 18"
Width: 8 %"
Thickness: ''/a"
Test
Specifications
Product
Description
TAS 112 High profile, two piece, concrete roof tile. For
direct deck, adhesive set applications only.
Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips,
w = varies rakes, ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2. 1 PRODUCT DESCRIPTION
1. Miami, FL.
2.2 SUBMITTED EVIDENCE:
Test Agencv Test Identifier Test Name/Report Date
IBA Consultants, Inc. 2358-54 TAS -101 05/08/07
American Test Labs of South RT0511.02-12 TAS -112 05/16/12
Florida
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 2 of 5
3. LB1 TATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix W. 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 2":12" to 7":12"
4. INSTALLATION
4.1 Lamoti `Barrel high Profile Concrete Tile' and its components shall be installed in strict compliance with
Roofing Application Standard RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (lbf) Length-1(ft) Width -w (ft)
1 1
Barrel High Profile Concrete Tile
8.1 1.50 0.73
Table 2: Aerodynamic Multipliers -,% (fe)
Tile
Profile
X (ft)
Batten Application
% (ft)
Direct Deck Application
Barrel High Profile Concrete Tile
N/A
0.23
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile Application
Tile
2":12" 3":12" 4":12" 5":12" 6":12"
Greater than
Profile
1 Paddy placement of 37 grams of Polypro AH 160Tm for pan tile, 17.5 grams on each side for cap tiles.
7":12"
Barrel High
Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck
Direct Deck
Profile
5.66 5.56 5.43 5.25 5.01
4.72
Concrete
Tile
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barrel High Profile Concrete Tile
Pol oam Polypro AH 160Tm
77.87
1 Paddy placement of 37 grams of Polypro AH 160Tm for pan tile, 17.5 grams on each side for cap tiles.
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 3 of 5
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved".
LAMOTI BARREL CONCRETE TILE LABEL
(LOCATED ON UNDERSIDE OF 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 Oficial or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 4 of 5
M
PROFILE DRAWINGS
LAMOTI ROOF TILE "BARREL CONCRETE TILE"
END OF THIS ACCEPTANCE
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 5 of 5