RF-10-729Inspection Number: INSP - 141822 Permit Number: RF -4 -10 -729
Scheduled Inspection Date: June 21, 2010
Inspector: Bruhn, Norman
Owner: GRIMES, DIANE
Job Address: 42 NE 96 Street
Project: <NONE>
Miami Shores, FL 33138-
Contractor: QUALITY ROOFING CONTRACTORS INC
Building Department Comments
Passec0
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
June 18, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060130640
Phone: 305 - 751 -0382
Page 11 of 31
Project Address
Owner Information
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Parcel Number
42 NE 96 Street
Miami Shores, FL 33138-
1132060130640
Block: Lot:
DIANE GRIMES
.0.40110C1 01E151
fff
DIANE GRIMES
42 NE 96 Street
MIAMI SHORES FL 33138 -2724
Valuation:
Total Sq Feet:
$ 800.00
1
Contractor(s) Phone
QUALITY ROOFING CONTRACTORS 11 305 - 751 -0382
CeII Phone
Type of Work: Repair
Additional Info: ROOFING
Classification: Residential
Fees Due
CCF
Education Surcharge
Permit Fee - Repairs
Scanning Fee
Technology Fee
Total:
Amount
$0.80
$0.20
$100.00
$8.00
$0.80
$107.60
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.
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Expiration: 10 /30/2010
Phone
Pay Date Pay Type Amt Paid Amt Due
Invoice # RF -4-10 -37708
05/18/2010 Check #: 26518 $ 57.60 $ 50.00
04/28/2010 Check* 26446 $ 50.00 $ 0.00
Applicant
Available Inspections:
Inspection Type:
Roof Repair
Final Roof
Roof Review
May 18, 2010
Date
CeII
May 18, 2010 1
5114120;
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) Roger Grimes Phone# (305 ) 51 9 - 3 6 0 5
Owner's Address 42 N.E. 96 Street
City Miami Shores
Tenant/Lessee Name
Email
State Fl
Job Address (where the work is being done) 42 N . E. 96 Street
City Miami Shores Villa a County Miami -Dade Zip 33138
FOLIO /PARCEL# 11-3206-013-0640
Is Building Historically Designated YES NO X . Flood Zone
Contractor's CompanyNameQuality Roofing Contractor Phone # (305) 953 -3333
Contractor's Address 13800 N . W . 1st. Avenue
City Miami State Fl
Qualifier Name Carlos Arocho
State Certificate or Registration No.RC 0 0 5 8 6 2 7
Contact Phone Marylou or Carlos
• Architect/Engineer's Name (if applicable)
Value of Work For this Permit $ 800.00
Type of Work: ❑Addition []Alteration
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY;
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
ONew
Permit No. RCiO Uzi
Master Permit No.
Zip 33138
Phone #
Zip 331 68
Phone # ( 786) 367-2029
Certificate of Competency No. 000017889
E -mail qualityroofing88 @yahoo.com
Phone #
Square / Linear Footage Of Work: 1 /2 a sq.
Describe Work: Repair leak at rear east side of tile roof.
II Repair/Replace O Demolition
****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees******* * * * * * * * * * * ** * * * * * * * * * * * * * * * * * **
Submittal Fee $x,).63 Permit Fee $ /620 CCF $ 010 I CO /CC $
'C''r t D
Notary $ Training/Education Fee $ 0-Q 0 Technology Fee $ 0 ()
Scanning $ 6' 01) Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $ 51'
See Reverse side -*
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 P1.ECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this ;29
day of _, 2010 , by 10
who is personallyjcnown to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
NOTARY PUB '' STATE OF FLORIDA
" Marylou Hernandez
My Commission Expires‘, Commission #DD930046
Expires: OCT. 10, 2013
BONDED TH$U ATLANTIC BONDLNG CO., INC.
(Revised 07 /10 /07)(Revised 06/10/2009)
Engineer
NOTARY PUBLIC:
Signature
Contractor
The foregoing instrument was acknowledged before me this?)
day of , 201 , by ea‘ bps Aro ,
who is personallyk own to me or who has produced
as identification and who did take an oath.
Sign: • , `' PUB ATE OF / I RIDA
l ou H-,if!.-
Print:
My Commission Exp , :Commission xires# T 10, 2013
BONDED THRC AMAX - 11C BOXD!YG CO., LVC.
4r*3rdY**** 3e*9r*9rae9e3: �Y***** �Y9r�k***** 3r9c 9r�Y9e3e9r�Y& iede9r: Y3r3ek9r4e* 3e�Y�e�Y�k3r�Yde�Yk �Y�Y9Ya1r�Y4e9e* 9e�te9r�r8rdr9r�Y�Y�e ******* * *3e8csk�k** ***** t�lydr9c******
APPROVED BY �/ ' Plans Examiner Zoning
Clerk checked
PRODUCER Lakes Insurance Group
6001 NW 153 Street Sulte 205
tram' Lakes, FL 33014
(305)512 -4335
A
c
D
E
F
ACORD. CERTIFICATE OF LIABI
INSURED Quaff Roofing Contractor Inc.
13800 NW 1 Avenue
Miami, FL 33168-
1
COVERAGES
arSR ADWL
LTR DStD
THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWRHSTANDNNG
ANY REQUIREMENT, TERM OR CONDITNON OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRUED HEREIN IS SUBJECTTOALL THE TERMS, EXCLUSIONS AND CONDmONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE MN REDUCED BY PAID QUMMS.
0
0
0
TYPE OF DEURANCE
POUCY NUMBER
GENERAL LWBIUIY
® COM MfERC1AL GENERAL LIABILITY
❑ ❑ CLAIMS MADE ® OCCUR
• $500 131/PD Ded.
GEN'L. AGGREGATE LIMIT APPLIES PER
❑ POLICY ❑ PROJECT ❑ LOC
GL2248
AUTOMOBILE LIABILITY
❑ ANY AUTO
❑ ALL OWNED AUTOS
❑ SCHEDULED AUTOS
❑ HIRED AUTOS
❑ NON OWNS) AUTOS
❑
GARAGE UABIUTY
❑ ANY AUTO
0
EXCESS LIABILITY
❑ OCCUR ❑ CLANS MADE
❑ DEDUCTIBLE
❑ RETENTtoN
WORD COMPENSATION AND
EMPLOYERS' UABWTY
ANY PROPRIETOR/ PARTNER/MECUM
OFFICER / MEMBER OCCLUDED?
If yes, desalbe under
SPECIAL PROVISIONS bellow
OTHER
LIT/ INSURANCE DATE IMMIDDNY
3/24/10
THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
NAIC
INSURENSAFFORDINGCOVEVAGE
INSURERA HBnnitage Insurance Co.
INSURER E:
INSURER C: .
INSURER D:
INSURER E:
INSURER F:
Foure EFFECTIVE
03/24/1
iloucvmmammm
DATE rVYY)
03/24/11
OMITS
EACH OCCURRENCE
PREMISES (Ea omurence)
MED EXP (Any one person)
PERSONAL & ADV INJURY
GENERAL AGGREGATE
PRODUCTS - COMP/OP AGG
COMBINED SINGLE- OMIT
(Ea acdde n
BODILY INJURY
Per person)
BODILY INJURY
(Per =dent)
PROPERTY DAMAGE
(Per accident)
AUTO ONLY EA ACCIDENT
OTHER THAN EA ACC
AUTO ONLY: AGG
EACH OCCURRENCE
AGGREGATE
❑ Tr ids ❑ 01-
E.L EACH ACCIDENT
E.L. DISEASE - POUCY LIMIT
50,000
500,000
Excluded
500,000
1,000,000
500,000
E.L. DISEASE - EA EMPLOYEE
D � IIINN O OFF OPERATIONS I LOCATIONS IViB�.E.S / EXCLUSIONS ADDED BY / SPECIAL PROVISIONS
Roofing Contactor
Resat Roofing
CERTIFICATE HOLDER
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, F1 33138
ACORD 25 (2001108)
CANCELLATION
SHOULD ANY OF THE ABOVE SCRIBED POLICIES BE CANCELLED ED BEFORE THE
EXPIRATION DATE THEREOF, TIE ISSUING INSURER WIU. ENDEAVOR TO MAIL
DAYS EWEN NOTE TO THE ATE HOLDER NAMED TO
THE LIFT, INT FAU RE TO DO SO tALL N� ;, �, TION OR UASIU Y
OF ANY KED UPON THE INSURER, OR A tIVES.
N 1988
10 Miami Shores Village
APPROVED
ZONING DEPT
BLDG DEPT
SUE.JEC T 10 CCPVIPl_IANCE WITH ALL FEDERAL
SECTION R4402.13 STATE AIN_Ii) Ur-U1 RULES ANC REGULATIONS
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWN RS—NOTIFICATION—F0
CONSIDERATIONS
ri°
A 20 Jj jj
B Y• 'C ...od...
EC
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. '" Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. 1, ,tom Renaiiing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
Common roofs: Common roofs are those which have no visible delineation between neighboring
units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or
owner should notify the occupants of adjacent units of roofing to be performed.
4. �� ° Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the fife
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. _ Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. ,��, _Ventilation: Most roof structures should have some ability tovent na ural,airQow thin:9h the
interior of the structure assembly (the building itself). The existing anwunt dat.tky t11 ?h61 r be
reduced. It may be beneficial to consider additional venting which cog in 'ng ► .s life of the
roof. y fi t• I 11
Agent's Signe '.' ► Date
Revised on 7/9/2009 LD
Contractor Sigl)athre
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•
RO OF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Cprtinn A (general Information)
Master Permit No. Process No.
Contractor's Name Quality Roofing Contractor, Inc.
Job Address 42 N.E. 96 Street Miami Shores, Fl 33138
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering EK Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) N/A Steep Sloped Roof Area (SF) 1 / 2 s q . Total (SF) 1 / 2 s q .
,Snetion R (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and)evels, clearly identify dimensions of elevated pressure zones and location of
parapets. Ce
411 . 4 .
• •
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FLORIDA BUILDING CODE — BUILDING
•
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• ... • • •
• • ... • • •
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• • • • ... • •
Roof System Manufacture MonierLifetile
Product Approval number 07-1023.12
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: N/A P2: N/A P3: N/A
Maximum Design Pressure
Product Approval Specific System N /A
Method of Tile Attachment: N /A
Florida Building Code Edition 2007
HIGH Velocity Hurricane Zone Uniform Permit Application Form
Deck Type:
Roof Slope
3 :12
Type Underiayment:
Insulation:
Fire Barrier:
Ridge Ventilation?
:V A
Mean Roof Height: 12
Section D (Steep Sloped Roof System)
Steep Sloped Roof System Description
wood 1 X 6
301b. ASTM D -226
I N/A
Fastener Type & Spacing:
Adheshre Type:
Type Cap Sheet
N/A
Roof Covering:
1 1/47 R/S nails
Type 111 asphalt
I 901b. AST*[
Flat White tile
Type & Size Drip
Cap: I 3 X 3 Ga. Galr... • •
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ing Roof)
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MIAM IDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
200 Story Road
Lake Wales, FL 33898
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety. .
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA #02-1211.08 and consists of pages 1 through 7. •
The submitted documentation was reviewed by Alex Tigera.
• .. •
.. ... • • • • • • •
NIIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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$117A . 44: V4023.12
• Enfwation Dater12/16/12
Approval Date: 12/13/07
• • ••• • rage 1 of7 •
I .'.I • . • • • • • • • • •
ROOFING ASSEMBLY APPROVAL
Category:
Sub- Category:
Material:
1. SCOPE
This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as
manufactured Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code does not exceed the design pressure values obtained by calculations in compliance with RAS
127 using the values listed in section 4 herein. The attachment calculations shall be done as a
moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test
A 'cant Dimensions Specifications
Monier Lifetile
Atlantis Shake and
Slate Tile
Trim Pieces
2.1 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc
•
The Cent 1 foo :: • • • . • 25 7 094 -
Engineering, line • • • • • • • •
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Roofing
Flat Profile Roofing Tiles
Concrete
1= 16"
w = 10"
1 Vs" thick
1= varies
w = varies
varying thickness
• • • . .
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Test Identifier
7161 -03
Appendix III
94-060A
94-084
25- 7094 -2
• ' .
• .
• •
• •
•
25- 7094 -8
TAS 112
TAS 112
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Mortar Set)
(Adhesive Set)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
New Construction)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
1
Product
Description
Flat, interlocking, high pressure extruded
concrete shake and slate roof tile equipped
with two nail holes. For direct deck, mortar
or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Date
Dec. 1991
March, 1994
May 1994
Oct. 1994
Oct. 1994
Oct. 1994
NOA No.: 07- 1023.12
Expiration Date: 12116/12
Approval Date: 12/13/07
Page 2 of 7
Test Agencv
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineerins
Test Identifier
25- 7183 -6
25- 7183 -5
25- 72144
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
PO402
Project No. 307025
Test #MDC -77
224 -47099
5201094
520111 -4
520191 -1
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
TAS -112
Test Name/Renort Date
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing
PA 102
(1 Quik-Drive Screw, Battens)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA 101
.
• •••
• • •
•. •
• • •
• • ••
• •
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Sept. 1994
Dec. 1998
March 1999
Aerodynamic Multiplier October 2007
Moment of Gravity August 2007
25 -7094 February 1996
April 1996
December
1996
25 -7183 March 1995
Aerodynamic Atil 1999
Two Patty §Et y; taoi� Apri11999
• • 1338.1 • • • • • •June 2007
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• : : pia►: Q74023.12
Expiration JIate:
Approval Date: 12/13/07
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Table 3: Restoring Moments due to Gravity - M3
(ft-Ibf)
Tile
Profile
2 ":12"
•
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12"
greater
Battens
or
Direct
Deck
Monier
Lifetile
Atlantis
Shake &
Slate Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
• kV/A •
• • • • •
_ • •••
••••
•
•
•
, D.11
•
e .
N/A
6.01
N/A
5.89
WA
5.75
N/A
5.59
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight W (Ibf)
Length -I (ft)
Width -w (ft)
Monier Lifetile Atlantis Shake &
Slate Tile
8.5
1.33
0.833
Table 2: Aerodynamic Multipliers - X ft
Tile
Profile
I (ft A. (ft
Batten Application Direct Deck Application
Monier Lifetile Atlantis Shake & Slate Tile,
N/A 0.208
3. LIMITATIONS
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 .119, and
RAS 120.
4.2 Data For Attachment Calculations
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NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Monier Lifetile
Atlantis Shake &
Slate Tile
2 -10d Ring Shank Nails
30.9
38.1
N/A
1 -10d Smooth or Screw
Shank Nall
7.3
9.8
N/A
2 -10d Smooth or Screw
Shank Nails
14.0
18.8
N/A
1 #8 Screw
30.8
30.8
N/A
2 #8 Screw
51.7
51.7
N/A
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
N/A
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
N/A
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
N/A
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
N/A
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Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf)
for Two Patty Adhesive Set Systems
Tile Profile
Monier Lifetile Atlantis Shake & Slate Tile
Tile Application
Adhesive
Minimum Attachment
Resistance
31.33
1 See manufactures component approval for installation requirements.
Flexible Products Company TTleSond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Monier Llfetile Atlantis Shake & Slate Tile
3 Large paddy placement of 45 grams of PolyProTM.
4 Medium paddy placement of 24 grams of PolyProTM.
Tile Application
.PolyProTM
PolyProTm
Minimum Attachment
Resistance
118.9°
40.4
Table 5B: Attachment Resistance Expressed as a Moment
for Mortar or Adhesive Set Systjnp -
Tile
Profile
Monier Lifetile Atlantis Shake & Slate Tile
Tile
Applicatigie -
Mortar Set
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-
- Mf (ft-Ibi)
• • .
Attixtrpent
@elilttatice
39.d
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• • • • •• • • .•• • • •• • . . STOAN 47 rf 023.12
'
• Ex1liration Date!12/16/12
Approval Date: 12/13/07
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5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
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NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 6 of 7
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MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
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. • • - •,• • 7 023.12
Expiration Date:12/16/12
Approval Date: 12113/07
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