RF-06-2780 Miami Shores Village
Building Department
10050 NE 2 Ave, Miami Shores, FI 33138
Tel: (305)795-2204• Fax; (305)756-8972
2/3/2016
To: Current Owner
580 NE 92 Street
Miami Shores, FL 33138
Permit: RF-11-06-2780
Address: 580 NE 92 Street Miami Shores FL 33138
Date Expired: 8/8/2007
Dear Sir or Madam,
Our records indicate that the above referenced permit has expired without obtaining the
proper final inspection. In order to serve you better, we need to keep our files up to date.
As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid
(expired) unless the work authorized by such permit is commenced within six months after its
issuance, or if the work authorized by such permit is suspended or abandoned for a period of
six months after the work is commenced, or completed without obtaining the final inspection
of the work performed."
Please be advised that open permits will hinder your ability to refinance or sell this property
Please contact the Building Department, within 15 days of receipt of this letter in order to take
care of this matter.
Sincerely,
dL:-X-1-4-1 1
Ismael Naranjo (CBO)
Building Director
y,aRs Miami Shores Village
10050 N.E.2nd Avenue
c
"" Miami Shores, FL 33138-0000
_ Phone: (305)795-2204 Fax: (305)756-8972
L�`oRma Permit
Permit Status:APPROVED
Issue Date: 11/15/2006 Expires: 05/14/2007 Permit Number: RF-11-06-2780
Owner's Name: MABEL STOBS one:
Permit Type: Roof Parcel#: 1132060141340
Work Classification: Roof- New
Block: Lot:
Job Address: 580 92 Street NE Section: PB:
Miami Shores Village, FL
Contractor(s) Phone Primary Contractor Total Square Feet: 4576
KLEISS&KLOOLRICH (954)419-9339 Yes Total Valuation: $40,000.00
Re uired Ins ections
Additional Information Tin Cap
Type of Work:New Roof Additional Info: Hot Mop
Tile In Progress
Classification:Residential Up Lift Report
Final Roof
In consideration of the issuance to me of this permit, I agree to perform the work
covered hereunder in compliance with all ordinances and regulations pertaining
thereto and in strict conformity with the plans, drawings, statements or specifications
submitted to the proper authorities of Miami Shores Village. In accepting this permit I
assume responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS 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. Futhermore, I authorize the above-named contractor to do the work
stated.
Fees Due Amount Invoice Number Amt Due Amt Paid
CCF $24.00 RF-11-06-26758 $399.75
Education Surcharge $8.00 Total:
Permit Fee-New Roof $350.00 NOVScanning Fee $9.00 NO2 1 pl�
Technology Fee
Total $399.75
Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES.
Applicant Siprilature
Receipt
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
Permit Number: RF-11-06-2780 Owner Address:
Invoice Number: RF-11-06-26758 9969 NE 4 AVE RD
Applicant: MABEL STOBS MIAMI SHORES, FL 33138-
Company Name:
Job Address:
580 92 Street NE
Miami Shores Village, FL
Date Payment Type Check Number Amount Change
Tuesday, November 21,2006
11/21/2006 Check 25824 $399.75 $0.00
Total Payment: $399.75
Page 1 of 1
,tic 1R y Inspection Worksheet
Miami Shores Village
awe
10050 N.E.2nd Avenue Miami Shores, FL
i Riva Phone: (305)795-2204 Fax: (305)756-8972
nvection!dumber:''INS- 10111 9528erm it Number: RFr
Inspection Date: 02/09/2007 Permit Type: Roof
Inspector: Grande,Claudio
Inspection Type: Tile In Progress
Owner: STOBS, MABEL Work Classification: Roof- New
Job Address: 580 92 Street NE
Miami Shores Village, FL Phone Number
Parcel Number 1132060141340
Project: <NONE>
Block: Lot:
Contractor: WLEISS&WOOLRICH Phone: (954)419-9339
Building Department Comments
TILE RE ROOF TEAR OFF RE NAIL DECK IN
ACCORDANCE TO CODE 30#FELT TIN CAP, SELF
ADHERED POLISTICK TYPLUS MONIER FLAT PROFILE
TILE (WHITE) IN POLYPRO ADHESIVE ALL FLASHING
TO BE 24 AGALR 0 9 2007
Inspector Comments
Passed Permit not posted for inspection.
Lead stacks not installed before tile installation. Lead stacks to be sealed
as per code before tile installation. Recall inspection when stacks are in.
2/9/07 CG.
Failed
Correction
Needed
Re-Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re-inspection fee is paid.
Friday, February 9,2007 Page 1 of 1
Inspection Worksheet
,., u.. Miami Shores Village
' 10050 N.E.2nd Avenue Miami Shores, FL
�toRi+ ' Phone: (305)795-2204 Fax: (305)756-8972
R
„<,
Inspection Date: 11/28/2006 Permit Type: Roof
Inspector: Grande, Claudio ,� c,,�-
Inspection Type: -R�rss
Owner: STOBS, MABEL Work Classification: Roof- New
Job Address: 580 92 Street NE
Miami Shores Village, FL Phone Number
Parcel Number 1132060141340
Project: <NONE>
Block: Lot:
Contractor: WLEISS&WOOLRICH Phone: (954)419-9339
Building Department Comments
I _e6' I
Inspector Comments
Passed 616
Failed E]_
Correction
Needed
Re-Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re-inspection fee is paid.
Monday, November 27,2006 Page 2 of 2
• ----- -s_ :-,e g- Miami Shores Village 1111do. .
c
Building Department (�
g
Q 10050 N,E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756.8972
BUILDING Permit No. � —
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type(circle): Building Electrical Plumbing Mechanical Roof ng
Owner's Name(Fee Simple Titleholder) kob,,,4 344-4 Phone#_ 3 oS- 95 9—fimW yI 3 Z
Owner's Address I q Nr-- jol Cj�-r_ee f
City 'AA laM 5 o Aes State Fq- Zip 33 Ue
Tenant/Ussee Name J 766 s �.�-hv` ('„ Phone# 303--�S)-)
Job Address(where the work is being done) $T2
City Miami Shores Village County Miami-Dade Zip 3313
FOLIO/PARCEL#-1 1-32do -QO19- t 440
Is Building Historically Designated YES NO_�
Contractor's Company Name klE nS I WwLziLk Phone#"5!}-y M-CL339 .; W'-
Contractor's Address N3 1 '3.a 3 0 AY C:
City1L C L c! State IC-1 Zip 33 yyZ-
Qualifier Name t4er+tj Phone#_�5 4_Lj M 93'3!)
State Certificate or Registration NogAZQ ILA t t$ Certificate of Competency No.
Architect/Engineer's Name(if applicable) N Phone#
r
Value of Work For this Permit$ �O. C'1C�C) Square/_I?nearFootge_Qf Le
Type of Work:' QAddition' " `
QAlteration QNew Reparr%Aeplaca P Demolition
Describe Work:
OjAhmud
a► - c,�S
Submittal Fee$ Permit Fee$ S V CCF$24_ CO/CC
Notary$ Training/Education Fee$ Technology Fee$ ` 5
Scanning$ Radon$ DPBR$ Zoning$
Bond$_ Code Enforcement$ Double Fee$
Structural Review.$ Total Fee Now Due$�
See Reve cVI D
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
Signature �Q
.S Signa
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 25 The foregoing instrument was acknowledged before me this
day ofQn:k&6�,20U2,by 00Lq0` S. erCkS day of AAK. 20&by ift1� 4206a kf
who is personally known to me or who has produced -- who is nersonall known to me or who has produced
�- As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
MEUSSA GOW&U
Sign: 'r,�p4 , Nc"Pd*-Sthte of FWda
Print: B �,' Co M%ft S DD465488 Pent: s q� r P �: DI MAOLIARI81
ru
M Commission Expires: or EXPIRES:Dumber 14,2008
Y xP My Commissio fted Thru Nary publfC Undentt fere
APPLICATION APPROVED BY: 7 Plans Examiner
Engineer
Zoning
(Revised 02108106)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
n®N SECTION 1525
HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Form.
RUCTION PAGE
C21PrTE:E NECESSARY SECTIONS OF
I RM ROOFING PERMIT
L A N FORM AND ATTACH THE
u,.
` ED CUMENTS AS NOTED BELOW:
Roof System Required Sections of the Attachments Required
Permit Application Form See List Below
Low Slope Application A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 • • i••••. ••• •
Asphaltic Shingles A,B,D 1,2,4,5,6,7 ••••••
•••••• . •.. .
Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 •• • :..
• ....%
Metal Roofs A,B,D 1,2,3,4,5,6,7 •••• ••;
•••• •••
Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 .•�.•• ..:. .••
Other .As Applicable 1,2,354,5,6,7 ; • ; •.•• 000 •
• •••• • •
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
®E ati J ter 16,or If Applicable,RAS 127 or RAS
rNn�I #,_W
PE
M, i ore a e o roduct pproval
APPR VE® 5. Mu
DATE
ZOM G DEPT 6. Owne N If Considerations(Reroofing Only)
BLD
A uired ulation Documentation
-
SUBJECT TO COMPUANC TH ALL EDERAL
FLORIDA tJIL�1 AND COUNTY RULES AND REGULATIONS _ 15.31
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section A(General Information)
Master Permit No. Process No.
Contractor's Name Ld E iY5 '*W 00%r iCK 5'GW*hA_ry"_
Job AddressW�5 &a �
ROOF CATEGORY —/
El Low Slope ❑ Mechanically Fastened Tile 10 Mortar/Adhesive Set The
❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
❑ New Roof W eroofing ❑ Recovering ❑ Repair ❑ Maintenance 9 0•:•
• 6• 6 9666••
ROOF SYSTEM 00 0 :066:0 0 6
INFORMATION 6
606.60 • 00.90
•
Low Slope Roof Area(SF) Steep Sloped Roof Area SF T
001;
0 0 9 6.0 0.9
66999
95zo 6.60
Section B (Roof Plan) 69:66: "' 666.66
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers ilA�ers an•0 6• ow drain 0 S� .0.0.6
.'
Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zonjs atide ocatiog Q16 0009:9
parapets. 0000
0 0
69 • 9666 9 6
4j Q 9 n0 V�
i
LA
l
a' S
1 103'
15.32 FLORIDA BUILDING CODE—BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High-Veloclty Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
F(oof System Manufacturer:
0nI-Lr- L i tJ
Notice of Acceptance Number:
o - IaP - ®8
Minimum Design Wind Pressures, If Applicable (From AS 12 or
Calculations)•
ys P2• — �P P3:
Maximum Design Pressure
(From the Product Approval Specific System):
®. r
0
Steep Sloped Roof System Description 0 .•. 000.. .00.
;
.. . . . .
0000..
000.00 . 0000..
0000..
.0000.
0000 . . . .
0 . 0000..
Deck Type: ( 0000 ....•
W6U ¢.ta�Cir154 1si
tic,
Yt� 0 0000•• ••:••'
.. 00 0000 0000..
Type Underlayment: 0000..
Roof Slope: 6 �' ' ' 0 0 0 0;0
_• 121 Insulation: '0...0.
.. . ... .
.0 0
Fire Barrier:
Ridge Ventilation? Fastener Type&Spacing: I 1I gT
L d ®C..
Adhesive Type: Pct r u aa.
Type Cap Sheet: J UV?Lqg__�
06.OL41y .03°-NON
Mean Roof Height: — Roof Covering: iLr NJ ART
Type&Size Drip 3 sr Lj (6 r,IV
Edge:
15.34 FLORIDA BUILDING CODE—BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based file systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mp If the Mf values are greater than or
equal to the Mr values,for each area of the roof,then the file attacbment method is acceptable.
Method 1"Moment Based Tile Calculations Per RAS 127"
(Pt: x)L = )-Mg: =Mr) Product Approval Mf
(P2:-XX = )-Mg =Mr2 Product Approval Mf
(P3:-x4 _ )-Mg =Mr3 Product Approval Mf
Method 2`Simplified Tile Calculations Per Table Below"
.tee,
Required Moment of Resistance(Mr)From Table Belowwe Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height
Roof Slope 15' 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39.7 42.2
411
3:12 32.2 34.4 36.0 37.4 39.8
• •
4:12 30.4 32 2 33.8 35.1 37.3 ••• ••
000 0
5:12 28.4 30.1 31.6 32.8 • • •34.9 • • •
6:12 26.4 28.0 29.4 30.5 • ••••32.4 • ••• ••
7:12 24.4 25.9 27.1 28.2 • ••••30.0 i•• •i
*Must he used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of RulesVt19pp�als. ••••• ••• •
For Uplift based the systems use Method 3.Compared the values for F with the values for Fr.If the Fvalues are greater tharlb T"T the Fr value i••• ••• ••
for each area of the roof,then the file attachment method is acceptable. •• •• *fee
••• ••
•
Method 3"Moment Based Tile Calculations Per RAS 127" :09:6:
•
(Pt: x L = x w:__)-W: x cos B =Frl Product Approval F'�-• .**Go- • •
(P2: 0
• •44 x L x w:=_)-W-.-x cos B =Fry Product Approval F' •• •••• •i
(P3: x L = x w:=_)-W: x cos 8 =Fr3 Product Approval F' •• •
Where to Obtain Information
Description Symbol Where to find
Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope B Job Site
Aerodynamic Multiplier 1 Product Approval
Restoring Moment due to Mg Product Approval
Gravity
Attachment Resistance Mf Product Approval
Required Moment Resistance M Calculated
Minimum Attachment F' Product Approval
Resistance
Required Uplift Resistance Fr Calculated
Average Tile Weight W Product Approval
Tile Dimensions ' L=length Product Approval
W=width
All calculations must be submitted to the building official at the time of permit application.
FLORIDA BUILDING CODE-BUILDING 15.35
SECTION 1524 HIGH-VELOCITY HURRICANE ZONES—REQUIRED OWNERS N... Pagel of 2
SECTION 1524
HIGH-VELOCITY HURRICANE ZONES—
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope.
As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The
provisions of Chapter 15 of the Florida Building Code, Building govern the minimum
requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner and the
contractor. The owner's initial in the designated space indicates that the item has been
explained.
1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High-
Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets
the wind resistance and water intrusion performance standards. Aesthetics (appearance)
are not a consideration with respect to workmanship provisions. Aesthetic issues such
as color or architectural appearance, that are not part of a zoning code, should be
addressed as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may
have to be renailed in accordance with the current provisions of Chapter16___(High-
Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing
the existing roof system.)
3. Common roofs: Common roofs are those which have no visible delineation
between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with
common roofs, the roofing contractor and/or owner should notify the occupants of
adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the
roof decking can be viewed from below. The owner may wish to maintain the
architectural appearance; therefore, roofing nail penetrations of the underside of the
decking may not be acceptable. The owner provides the option of maintaining this
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. Ponding
can be an indication of structural distress and may require the review of a professional
structural engineer. Ponding may shorten the life expectancy and performance of the
new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the
roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof
extensions 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:
Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow
through the interior of the structural 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 roof.
http://infosolutions.com/icce/gateway.d1U293/317?f=templates$fn=document-frame.htm$3... 8/24/2006
SECTION 1524 HIGH-VELOCITY HURRICANE ZONES—REQUIRED OWNERS N... Page 2 of 2
Owner's/Aggdfs Signature Date Contractor's Signature
http://infosolutions.com/icce/gateway.dll/293/317?f=templates$f i=document-frame.htm$3... 8/24/2006
MIO DE MIAMI-DADE COUNTY,FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(8CCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE(NOA)
Monier Lifetile,LLC
135 NW 20'h Street
Boca Raton,FL 33431
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediat elk•
revoke,modify,or suspend the use of such product or material within their jurisdiction. BO%A1eserves the right ••••;•
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Diviftn that this p1g4uct or •.
material fails to meet the requirements of the applicable building code. 000:00 ' 000000
0000..
.0000.
This product is approved as described herein,and has been designed to comply with the 1-hgb yelocity*Mt Mean :0.0.,
Zone of the Florida Building Code. •
0000.. 0000 00006
ESCRIPTION: Atlantis Shake&Slate Concrete Roof Tile 666906 •••• ••••••
000000
oo
LABELING:Each unit shall bear ao 0 .• ••• 0
permanent label with the manufacturer's name or logy,city,state'�nd..'
following statement: "Miami-Dade County Product Control Approved",unless otherwise n®tted kerein..••:•0 0•
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Frank Zuloaga,RRC
C> NOA No.:02-1211.08
Expiration Date: 12/16/07
Approval Date:01/09/03
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Flat Profile Roofing Tiles
Material: Concrete
1. SCOPE
This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as
manufactured Monier Lifetile LLC 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 Test Product
Applicant Dimensions Specifications
Description
• • 9 6090••
Monier Lifetile 1= 15" PA 112 Flat,interlocking,high pressare oxtrud� ••
Atlantis Shake and w= 10'/g" t concrete shake and slate rdu t equipped 6 000000
Slate Tile 1 '/a"thick with two nail holes. For dfrtlf 8&k,mortal :0••9:
or adhesive set applications!0 • :•••:• 0 •
0909 9 •6699
Trim Pieces 1=varies PA 112 Accessory trim,concrete r49tpjVes for ugg 6• 00000
•
w=varies at hips,rakes,ridges and vaV8y t&rminatioU. 9906:8
varying thickness Manufactured for each tilero#Ide.
ID
. . 0000 0000..
2.1 SUBMITTED EVENCE:
0000•0 -9.9•- :0 0 0;
0000
6 0 •
Test Aaencv Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102&PA 102(A)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering,Inc. 94-084 PA 101 (Mortar Set) May 1994
(Adhesive Set)
The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4"Headlap,Nails,Direct Deck,
New Construction)
The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4"Headlap,Nails,Battens)
The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4"Headlap,Nails,Direct Deck,
Recover/Reroof)
NOA No.:02-1211.08
Expiration Date: 12/16/07
Approval Date:01/09/03
Page 2 of 6
Test Agency Test Identifier Test Name/Report Date
The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws,Direct
Deck)
The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws,Battens)
The Center for Applied 25-7214-1 Static Uplift Testing March, 1995
Engineering,Inc. PA 102
(1 Quik-Drive Screw,Direct
Deck)
The Center for Applied 25-7214-5 Static Uplift Testing March, 1995
Engineering,Inc. PA 102
(1 Quik-Drive Screw,Battens)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix H PA 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PA 108(Nail-On) . 0
.0000.
Redland Technologies P0631-01 Wind Tunnel Testing ; ••• July el 994 ••••;•
PA 108(Mortar Set) •• ;...;. ••
0.0 00 0000..
Redland Technologies P0402 Withdrawal Resistance Tesfim . Sept.0 1993
0a ...
of screw vs.smooth shank n%1, 0 0 0••••
The Center for Applied Project No.307025 Wind Driven Rain •,•.•• Oct.:9"•• .•.••
Engineering,Inc. Test#MDC-77 PA 100 0000.. 00:00'
Professional Service 224-47099 Physical Properties ..••••Sept X194 ••••••
Industries,Inc. PA 112 :60:0: ••
Celotex Corporation Testing 520109-1 Static Uplift Testing ' 'Dec..1'9W. """
Service 520111-4 PA 101 .'A1arch 1§% :••••:
520191-1 00 •••• •
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999•
Walker Engineering,Inc. Calculations Moment of Gravity Sept. 1999
Walker Engineering,Inc. Calculations 25-7094 February 1996
Walker Engineering,Inc. Calculations 25-7496 April 1996
Walker Engineering,Inc. Calculations 25-7584 December
25-7804b-8 1996
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Calculations 25-7183 March 1995
Walker Engineering,Inc. Calculations Aerodynamic Multipliers April 1999
Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999
0
NOA No.:02-1211.08
BMWExpiration Date: 12/16/07
Approval Date:01/09/03
Page 3 of 6
3. LINIITATIONS
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.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum 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.
4. 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 11A, and
RAS 120. """
0000..
4.2 Data For Attachment Calculations •• •
0000..
0000.. . 0000..
0000..
0000..
Table 1: Average Weight (W) and Dimensions (I x w) ."". :000: '
.000 0 0000.
Tile Profile Weight W(Ibf) Length-I (ft) l h-w� •0
•• ••
Monier Lifetile Atlantis Shake& 8.5 1.25 • 0.865 ••
Slate Tile ."
•
.. . 0000
Table 2: Aerod amic Multl tiers - (ft)
Tile X(ft)
Profile Direct Deck Application
Monier Lifetile Atlantis Shake&Slate Tile 0.24
Table 3: Restoring Moments due to Gravi -M ft-lb
Tile 3"•12" 4 12" 511•12" 6"•12" 7"•12" or
Profile greater
Monier Lifetile Atlantis Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck
Shake&Slate Tile 6.0 5.9 5.8 5.6 5.5
NOA No.:02-1211.08
Expiration Date:12/16/07
Approval Date:01/09/03
IW Page 4 of 6
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nall-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Monier Lifetile 2-10d Ring Shank Nails 30.9 38.1 17.2
Atlantis Shake& 1-10d Smooth or Screw 7.3 9.8 4.9
Slate Tile Shank Nail
2-10d Smooth or Screw 14.0 18.8 7.4
Shank Nails
1 #8 Screw 30.8 30.8 18.2
2#8 Screw 51.7 51.7 24.4
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nall Field Clip)
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave CII
2-10d Smooth or Screw 35.5 35.5 34.8
Shank Nails Field Clip)
2-10d Smooth or Screw 31.9 31.9 32.2
Shank Nails Eave Clip) •'•"
2-10d Rin Shank Nails 50.3 65.5 48b•" ....;.
1 Installation with a 4-the headlap and fastemers are located a min.of 2%z°from head of tile. •
Table 5: Attachment Resistance Expressed as a Moment Mf(R•Ili :004 *peso
for Two Pa Adhesive Set Systems •• •' 9000 ••••••
Tile Profile Tile Application MinimirMX*achmenl
. . .... ......
l4esistance ••
Monier.Lifetile Atlantis Shake&Slate Tile Adhesive
2 See manufactures component approval for Installation requirements. ..
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Polyfoam Product,Inc.Average weight per patty 8 arams.
Table 5A: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Single Patt 1 Adhesive Set systems
Tile Profile Tile Application Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake&Slate Tile
Pol ProTM' 40.4
4 La a add placement of 45 rams of Poi ProTm.
-aj 5 Medium paddy placement of 24 grams of Pol Pro'M.
Table 5B: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Mortar or Adhesive Set Systems
Tile Tile Attachment
Profile Application Resistance
Monier Lifetile Atlantis Shake&Slate Tile Mortar Set 39.0
4
NOA No.:02-1211.08
Expiration Date:12/16/07
Approval Date:01/09/03
Page 5 of 6
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".
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.
PROFILE DRAwINGs
-�•::�:: = 16118 \ •• • • • •
•
• • •••• ••••••
.�
MONIER LIFETILE ATLANTIS SHAKE&SLATE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
nn:� NOA No.:02-1211.08
Expiration Date:12/16/07
Approval Date:01/09/03
Page 6 of 6
AMI-
MtDADE MIAMI-DADE COUNTY,FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
rolytoam Products,Inc.
11715 Boudreaux Road
Tomball,TX 77375
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The BCCO(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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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.high Velocit):ffurncane ....
••
Zone of the Florida Building Code. •
00
DESCRIPTION:Polypro® 0000AH160 •••••• •
00.. . ..
0000..
0000..
.RENEWAL of this NOA shall be considered after a renewal application has been filed Ad lka a has een no ••••••
change in the applicable building code negatively affecting the performance of this product: •• :900 ••0•••
.. .. 0000 00000
TERMINATION of this NOA will occur after the expiration date or if there has been a r�0i5jd>Z or change in the •.
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an ent orsernent of any•• ••••••
product,for sales,advertising or any other purposes shall automatically terminate this NOA�ilo re to co y :609*:
with any section of this NOA shall be cause for termination and removal of NOA. • •
ADVERTISEMENT: The,NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.0 1-0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by J rge L.Aceebo.�
NOA No.:06-0201.02
Y Expiration Date: 05/10/11
4 Approval Date:04/13/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves PolyproO AIR160 as manufactured by Polyfoam Products,Inc.as described in Section 2
of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by
applicable building code,does not exceed the design pressure values obtained by calculations in
compliance with.Roofing Application Standard RAS 127,for use with approved flat,low,and high
profile roof tiles system using Polypro®AH 160.Where the attachment calculations are done as a
moment based system for single patty placement,and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test _Product Description
Specifications
Polypro®AH160 NIA TAS 101 Two component polyurethane foam
adhesive
Foampro®RTF 1000 NIA Dispensing Equipment
ProPack®30& 100 N/A Dispensing Equipment
0000..
9 . 0900:0
PRODUCTS MANUFACTURED BY OTHERS: •• •
0000..
. 0000.. . 0000..
00
Any Miami Dade County Product Control Accepted Roof Tile Assembly having a curr�00n: A wtich • ;••••
list moment resistance values with the use of Polypro AH 160 roof tile adhesive. ••••••
0000 . 0000.
0000.. 0000 0000.
.. .. 0000 .... .
PHYSICAL PROPERTIES: ••••• 00
9
Pro Results
Test 0 0 0000 00000•
� •••
Density ASTM D 1622 1.6 lbs./ft.30 •• •
99 • 9999 • •
Compressive Strength '
P gt ASTM D 1621 18 PSI Parallel to rise •• •
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft2
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F.,2 weeks
+6.0%Volume Change @I58°F., 100%
Humidity,2 weeks
Closed Cell Content ASTM D 2856 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.:06-0201.02
Expiration Date:05/10/11
Approval Date:04/13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test AMM Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Polymers Division
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
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.E84 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 12/284 •
520109-2 ••98••••
0000..
520109-3 '
:009:0 0
0000.. .
520109-6
520109-7
000000 0
00000
.
0006.
43/0*0.:. .'
520191-1 TAS 101 0""
520109-2-1 ..•' ""'
0000.. 0000 0000.
6 . 0
60 66 0000 0000..
6
LIMITATIONS: :00:0: •
. 6 00.0 660660
. 0
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile ks a 1 for 0 0 0 0
rating. Y f7r.0 :0000
0 .
2. Polypro®AR 160 shall solely be used with flat,low, &high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro®AH 160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
IF'..
W
F'= ��2;
MS
_ NOA No.:06-0201.02
;� Expiration Date:05/10/11
Approval Date:04/13106
Page 3 of 7
INSTALLATION:
I. Polypro®AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of PoIypro®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 PolyproO 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
the assembly NOA
3. Polypro®AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120,and Polyfoam Products,Inc.Polypro®AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by Polyfoam
Products,Inc.Polyfoam Products Inc.shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro®dispensing equipment is required before application of any adhesive.
The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-
1.15(A): 1.0(B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro®AH160 shall be applied with Foampro RTF1000 or ProPack®30& 100 dispensing
equipment only.
7. Polypro®AH160 shall not be exposed permanently to sunlight. .
8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3•minntes after••••• ••••••
Polypro®AR 160 has been dispensed. •
9. Polypro®AH160 placement and minimum patty weight shall be in accordance Mdjtt'Pladement •
Details'herein. Each generic tile profile requires the specific placement noted hbMdiho :....:
Table 1:Adhesive Placement For Eac Tile Prof4t •• ••;•••
Tile Profile Placement ingle Paddy Two Parc y.Weight •• ,••
Detail Weight Min. per ipadV3:Min. .... ....:.
(grams aMS) .
Fiat, Low,High Profiles J #1 5 """
rf/A'
High Profile(2 Piece #1 17/side on cap and N/A •
Barrel) 3
Flat,Low,High Profiles #2 24 N/A
Flat,Low,High Profiles #3 g
LABELING:
All Polypro®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.
a NOA No.:06-0201.02
Expiration Date:05/10/11
Approval Date:04/13/06
Page 4 of 7
ADHESIVE PLACEMENT DETAIL I
SINGLE PATTY
Nd through plesUc cement Paddy(Beia:ath Tile) Nab through plastic cement
Utderhryment Paddy(Beneo Tae)
o ----_- Undargymerd
1 -
10
21. e
Fascia EMCourse Fascia
EavecotuseMr. Emmmonly. Em
Wdmn
EsseClosare adhesireap Drip Wp
Na11Own hPlasticcem ni PaddymmemnelOp8oaa12iftfor
9)PNce enough edheahre to achieve 17 to
UtMagap pm awcaffons Nag through plastic cement
rlayment �' sgrmre 6rchea�eo�ectvdth the pan the
2)Tum covens upshle&m Phu&%*a 1121n
To 1 In.From ouWb edge of cover Hie.
Then hsslan to too. 0 •
loin, undodlYfRent ••• • • ••
2in.e j �% •• ° o • ••••i•
Em Course �%:�� ••••••
%may'
• •
Doe 00000
EBYB Clow • • *00000
Em course only. • ••
ISeepadhesWeapprox 4(n.up F topp�n •
from wcePhoies over OIL
of the esus 0--•• haaydng ••••••
cc=
AMd Wsecoml course of 0000
Fm Hies.Ensure esus end of i 0*V •• i••••4,
Pan and cow tbs am
Rush at save on. o •
Eave closure Weephole Fascia B adgesofnis
(n>orfrsshown}
NOA No.:06-0201.02
Z. Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nail through plasm cement Faddy{8eneam Toe) Nall through plastic cement
Faddy{Beath Toe)
Underlayment Undadayment ° .
i
2In.
Pave Coanx
°
Fasch Fascia
Weephole
Eare Course :.FJ�ure
Ears Closure Drip edge •••• •
•
Nall through plastic Cemelrt Paddy *ease* • Gooses
0060.•
Undertayrnent •••• • • s .
• 6 ••.•o•
o 0000 • 00609
06.00• •000
0060•
es 00 goes 0000••
•
7 in. n. :""•"• ' 0
i •
• 600• 60.0••
• • .6•• 6• •
• . .600•
6• •
Eave Closure
Ears Course
Facia
NOA No.:06-0201.02
Y
Expiration Date:05/10/11
Approval Date:04/13/06
Page 6 of 7
ADHESIVE PLACEMENT DETAm 3
DOUBLE PATTY
Nail through plastic cement
paft Nall Rough plastic cement Single paddy under file
(between tde)
Underlayment Single paddy between die
Paddy
(under tile) ° 2In.x 7 in.medium
a size paddy eave
course only Singh
In. P�dY
I x 3 under His \ Plin.x 31n.
Singie paddy on 2 in. 4 in. single 4 In. 2 in.
under paddy on
under-
Single paddy
�
course Single
top of fite Fascia
Slnofe paddy W
ont f die hX mem EEave c
losure�
Fascia' course only 0 9 p4)4pdge
• • 0000•
Mail through plastic cement Single peddy •• • i..•i• ••
under file Single paddy .••••• • ••••••
between file .•6 6•. • • •
•0000•
0000 • • • •
° • • 0000••
0000 • 0000•
•• •• ••0. 00.00•
0000.• • 00
)§!"3-in.x 3 in. 41n. • • • •
• 0000 0000•.
Single paddy • • 0000 • -
. . 6060••
on underlayment 2 n` •• • 0••••0 • •
°
Single paddy Save Closure
on top of die
2 In.x 71n.medium
Eave Com " Fasr paddy eave course only
END OF THIS ACCEPTANCE
a NOA No.:06-0201.02
K
Expiration Date:05/10/11
Approval Date:04/13/06
Page 7 of 7
AMP
MlDADE MIAMI-DADE COUNTY,FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
NOTICE OF ACCEPTANCE(NOA) (305)375-2901 FAX(305)375-2908
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 by Miami-Dade County Product Control
Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County
and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade
County Product Control Division that this product or material fails to meet the requirement! of lx
applicable building code. ••••••
This product is approved as described herein,and has been designed to comply with the:Vorida Building ,••••,
Code,including the High Velocity Hurricane Zone of the Florida Building Code. ••••••
DESCRIPTION:Polystick P,IR/IRX,TU,TU Plus and MU Underlayments •••••• :••••• ••••••
...... .... .....
LABELING:Each unit shall bear a permanent label with the manufacturer's name •••••ci stat •
o ••••••
and following statement: "Miami-Dade County Product Control Approved",unless olhertvil a noted, ....:.
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filedand there Das:•• ••••••
been no change in the applicable building code negatively affecting the performance of this product• •
TERNMATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an
endorsement of any product,for sales,advertising or any other purposes shall automatically terminate
this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.04-0810.03 and consists of pages I through S.
The submitted documentation was reviewed by J ge L.Acebo.
NOA No 06-0424.03
Expiration Date: 09/13/11
Approval Date: 09/14/06
Page I of 5
ROOFING COMPONENT APPROVAL
Ca--U99-M. Roofing
Sub-Category" Underlayment
Material: SBS,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick P Roll: ASTM D 1970 A polyethylene top surface, self-adhering,
underlayment 75'x 3' SBS polymer modified bituminous sheet
40 mils thick material for use as an underlayment in
sloped roof assemblies. Designed as an
ice&rain shield.
Polystick 1R/LRX Roll: TAS 103 and A fine granular/sand top surface self-
underlayment 651"x 3'33/8" ASTM D 1970 adhering,APP polymer modified,
80 mils thick fiberglass reinforced,bituminous sheet
material for use as an underlayment in
sloped roof assembliesy De§igned im•• ••• •
ice&rain shield and aS.%flatroof tile
underlayment. 000000
000:0.
Polystick TU Roll: TAS 103 and A heavy granuled surfgee Sel f adheUg.0. ••
underlayment 32'10"x 3'V/," ASTM D 1970 APP polymer modified, lass or
100 mils thick •••••• •••• •••••
polyester reinforced,brtum. sheep
.. .. 0000 0000..
material for use as an gOA*Aerhyment in . ••
sloped roof assemblies; D8sitned asaa. 0000:.
roof tile underlayment.0 00*0000
Polystick TU Plus Roll: TAS 103 and A non-wicking fabric surfsce;,self;••;•o ••
underlayment 65'8"x 3'33/8" ASTM D 1970 adhering,APP polymer modified, .0 •
80 mils thick fiberglass reinforced with a high strength
polyester fabric,bituminous sheet material
for use an an underlayment in sloped roof
assemblies. Designed as a metal roofing
and roof tile underlayment.
Polystick MU Roll: TAS 103 and A non-wicking fabric surfaced,self-
underlayment 65'8"x353_3/81 ASTM D 1970 adhering,APP polymer modified,
80 mils thick fiberglass reinforced,bituminous sheet
material for use an an underlayment in
sloped roof assemblies. Designed as a
metal roofing and roof tile underlayment.
NOA No 06-0424.03
Expiration Date: 09/13/11
Approval.Date: 09/14/06
Page 2 of 5
EVIDENCE SUBMITTED:
Test Agency 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
PRI Asphalt Technologies PR101111 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
INSTALLATION:
Deck Type 1: Wood,non-insulated,new construction
Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 or Polyprotector UDL or
Polyprotector UDL AS.
Fastening: Nails and tin caps 12"grid,6"o.c.at laps.(for base sheet only)
Membrane: Polystick membranes self-adhered.
Surfacing: None
I. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose di
panels,and sweep the deck thoroughly to remove any dust and debris prior to 4pp4&4ion. ••••••
•• •
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave,rollingthe membrane ta•b•• •• •
contact. Remove the release film as the membrane is applied. . All side laps s1�aiLbSmiiniinom-
of 3-%z"and end laps shall be a minimum of 6." Roll the membrane into place after removing the sees:*
•
release strip. Vertical strapping of the roof with Polystick is acceptable. Membrar 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 tia poin ••• •06009:••••
�..'
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 100%contact with the surface,giving
special attention to lap areas.Polystick TU and TU Plus shall not be left exposed as a temporary
roof for longer than 180 days after application.Polyglass reserves the right to revise or alter
product exposure times.
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.
Y NOA No 06-0424.03
Expiration Date: 09/13/11
Approval Date: 09/14/06
Page 3 of 5
LDUTAMONS:
I. Fire classification is not part of this acceptance.
2. Polystick P and IR/IRX may be used in asphaltic shingles,wood shakes and shingles,non-
structural metal roofing,and quary slate roof assemblies.Polystick P shall not be used as roof tile
underlayment.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of
irregularities.
5. Polystick membranes shall not be applied over an existing roof membrane,
6. Polystick R shall not be left exposed as a temporary roof for longer than 30 days after application.
Polystick RUM,or MU shall not be left exposed as a temporary roof for longer than 90 days
after application.Polystick TU and TU Plus shall not be left exposed as a temporary roof for
longer than 180 days after application.Polyglass reserves the right to revise or alter product
exposure times.
7. All products listed herein shall have a quality assurance audit in accordance with tbe•Florid ••••
......
Building Code and Rule 9B-72 of the Florida Administrative Code. •• ••
......
...... . ......
S. In roof tile application,data for the attachment resistance of roof tiles shall be a�*se forth irj the.
roof tile manufacturer's Notice.Polystick TU,TU Plus and MU may be used in ppb%dhesi:t%,W• ,,,••
and mechanically fastened roof tile applications.Polystick IR/IRX is limited to.WC�Picaliy
fastened roof file applications. The maximum roof slope for use as roof tile undeyinent f®r:• .•....
(direct-to-deck)tile assemblies shall be as described below: ,► .... .'
i• . .
Tile Profile Po stick IRARX "' •"•
Pol stick MU Fol stick TU TURINS •
Flat Tile 5:12 No limitation 1►30 limitati •••••
...
Profiled Tile Prohibited 5:12 No limitatiorf'
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 B ilding Code
requirements.
y NOA No 06-0424.03
Expiration Date: 09/13/11
Approval Date: 09/14/06
Page 4 of 5
LIMITATTIONs: (CONTINUED)
9. Care should be taken during the loading procedure to keep foot trafi is to a minimum and to avoid
dropping of tile directly on the underlayment.Refer to Polyglass Tile loading detail for loading
procedure.
Roofing Tiles
tz (6 Max. Per StackCL )
o 12
C4 ,
,0 J r
t P (6d tsOM
10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval o 'this 000000
product with specific prepared roofing products.Polystick P,IR/IRX,TU, TUUas a MU irkyb0e. 0
used with any approved roof covering Notice of Acceptance listing Polystick P,4,TU,TU 0606:0
Plus&MU as a component part of an assembly in the Notice of Acceptance. f Pdl §tick P, :.00*:
TU,TU Plus&MU is not listed,a request maybe made to the AutholDiFffa+ving 000:0 '
0
Jurisdiction 0 . 0000.
(AHJ)or the Miami-Dade County Product Control Department fo W.oyal provWd. •0:.••
that appropriate documentation is provided to detail compatibility of the product s,Whd upljft:0 0 0*0 0 0
resistance,and fire testing results. 0
.00000 . 0
. 0 0000000000
LABELING: • •
00 a All membranes shall bear the imprint or identifiable marking of the manufacturer's nae or logo,tf"69 0•: •
m
Miami-Dade County logo or the following statement:"Miami-Dade County Product Control Approved".
BUILDING PERMIT R.EQU[REMENTS:
Application for building permit shall be accompanied by copies of the following:
L 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.
END OF THIS ACCEPTANCE
a NOA No 06-0424.03
Expiration Date: 09/13/11
Approval Date: 09/14/06
Page 5 of 5
This Instrument prepared by: 1 11�1t 1111111111 HE 1111
Name CFH 2i<�e�6R 12132 4-1
Address *s `j» OR Bk 25093 Ps 2122; (fps)
Permit# Fo # RECORDED 11/14/21:06 10:47:34
NOTICE OF COMMENCEMENT HARVEY RUVINP CLERK OF COURT
State of Florida MIAMI-GAGE COUNTY? FLORIDA
County ofb}0G LAST PAGE
The undersigned hereby gives notice that improvement will be made to
certain real property,and in accordance with Chapter 713,Florida Statutes,
the following Information Is provided in this Notice of Commencement:
1. Prop"Legal Descriptioneot[]UnitDock [3IdQ59
Subdivislon/Condominium5 niEt�T
1I nUzt--014-1 yA _
()Lengthy Legal,please see description attached hereto space above reserved for use or recording orrice.
2. General Description of t L..1: Re-Til]F
Improvement:
3. Property Owner Name:
S '
Mailing Address:
and Interest in property: p �I
Name/mailing addrew of
fee simple title holder ff
other than owner.
4. Contractor name: �IE1
Address: IL431 S.W Ac� 12ye, t%e-Ad Beth ACA f{1 A 2-
Phone Number. Fax#:(oprimai_if service by fax i's axeptabte)
S. If Surety Bond,Name:
and address of Surety:
and amount of Bond: $ (Copy of bond must be attached to this Notice at time of recording)
Phone Number. Fax#:(opfional.r service by fax is a—pw*)
6. Lender name:
Address:
Phone Number I Fax#:(optional-if service by fax is acceptable)
7 Persons
other within
cements State be served(a provided by Aectloo 713.13 13( )7y Florida ySowner ta :pan whom Notices
Name: t
Address:
Phone Number. vS- S - . Fax#:(option_if service by fax is )
g p addition to himself,Owner B),designatesthe following persons)to receive a copy of the Lienoes Notice as
provided by Section 713.13(1)(8),Floridai°IoNda Statutes:
Name:
Address:
Phone Number
Fax-#.-(optional-if service by fax is acceptable)
8. Expiration date of tht (Expires one year from date recorded unless a different date is specified)
Ownersignature• or signature:
Printed name: Printed name:
SWORN TO AND SLICRIIB�EDbefore me
this . (� f 7Rl 5 day of 200&,by:
psrsonallY known to rr�o produced as identification.
Notary signature:
Printed name: My commission expires:Qi 1!1 2M�
seal: ............... ......... ........ ..............................
a
SPATE OF FLORIDA,CCI1(VT'OF RADE
I NEREBy CERTIFY Haar this is
MELISSA o�hrelllbdInt ' cr ceAyctthe co
e"° •, i
Notety Ptd•Stale of Florida y of f �o
Ady ComffdssIm Exp�es Aug 24,20Q9 tMTA1ESS p L' i
. mY hJndaraC ofciar,,,
CaffaTtissim d D0465486 HARVEY RUVIN, 7
B gy NaftW Ana County Courts
D.C. Q9OFcouts��`
_...............................
space above this fine reserved for u &the recording office
Name Q�.A 0 � NQ „n l&._
Return recorded document to:#* Address 3 S