RF-10-1123Permit Number: RF -6 -10 -1123 J
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 148961
Inspection Date: July 18, 2011
Inspector: Bruhn, Norman
Owner: SHAKIR, SHAHIDA
Job Address: 10290 NE 2 Avenue
Miami Shores, FL 33138-
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060131700
Phone: (305)953 -3333
Building Department Comments
REPAIR LEAKS ON FRONT OF TILE ROOF
Passe d0I/
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 146458. Roof repairs done with
bull over tiles is not acceptable. new repairs are OK. Total repairs exceed
25% of roof and entire roof must be replaced. NB
60c�
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
July 15, 2011
For Inspections please call: (305)762 -4949
Page 1 of 1
(0103 10
Miami Shores Village ImamV311
Building Department ,JUN k ?MO
10050 N.E.2nd Avenue, Miami Shores, Florida 33 l38
Tel: (305) 795.2204 Fax: (305) 756.8972 I BY:
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit No. RC r 1 13
Master Permit No.
Permit Type: BUILDIN _ ROOFING
Owner's Name (Fee Simple Titleholder) Mohammad S . Shaki r Phone ## (3 0 5) 9 6 5— 91 77
Owner's Address 10 2 9 0 N . E . 2nd Avenue
City Miami Shores State Fl Zip 33138
Tenant/Lessee Name Phone #
Email
Job Address (where the work is being done) 1 0 2 9 0 N . E . 2nd Avenue
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL # 1 1- 3206 -01 3 -1 00
Zip 33138
Is Building Historically Designated YES NO X Flood Zone
Contractor's Company Name Quality Roofing Contractor, IRiGite# (305) 953 -3333
Contractor's Address 13 8 0 0 N . W . ' 1st Avenue
City Miami, State F1 Zip 331 68
Qualifier Name Carlos Arocho Phone# 786- 367 -2029
State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 01 7 8 8 9
Contact Phone Marylou or Carlos E -mail quailtyroofing88 @yahoo.com
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 1 . 000.00 Square / Linear Footage Of Work: 1 /2 sq .
Type of Work: ❑Addition ❑Alteration ❑New ii] Repair/Replace ❑ Demolition
Describe Work: Repair leaks on front of tile roof .
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Fees * * * * * * * * ** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee •OD Permit Fee $ 7a. C' CCF $ J CO /CC $
Notary $ Training/Education Fee $ ®- Technology Fee $ 0.r
Scanning $ • OD Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $ K, d/�'� Jl
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 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 COM ENCEMENT."
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 notJe approved and a reinspection fee will be charged.
Signatures ,
Owner or Agent
The foregoing instrument was acknowledged before me this
day of :Lvn.e , 20/ O , by /l o )7 &ii.ipt-Ad c1k'c
who is personaellknown to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
NOTARY PUTRT.I C -S T .- OF FLORIDA
My Commission Expires:s'���,�I�`':Commission #00930046
y'
Expires: OCT. 10, 2013
BONDED THRII ATLANTIC BONDING CO., INC.
APPROVED BY
Signature��� — ���
Contractor
The foregoing instrument was acknowledged before me this f
day of j-6 ,20 /0, by C &-rft,� 70aL9 ,
who is personally known to me or who has produced
as identification and who did take an oath.
Plans Examiner
Engineer
(Revised 07 /10107)(Revised 06/10/2009)
NOTARY PUBLIC:
Sign:
Print:
My Commission Expire
i 1• ID
ryleu H. ' • ' dez
Ceremission # ► ) 930046
%, aipirea. OCT. 10, 2013
4 R J Ai`I.A.YTIC BONDING CO.,1NC.
Zoning
Clerk cheOked
SECTION 4402 JUN 2 1 10
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR RO
CONSIDERATIONS
1524.1 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 •r• ,1&16 of
Chapter 44 of the Florida Building Code, Building govern the minimum requiremen `g •
industry for roofing system installations. Additionally, the following items should be a•. s.- - r.s rho. F •
agreement between the owner and the contractor. The owner's initial in the adjacen !'
item has been explained.
1.2 'l. Aesthetics - Workmanship: The workmanship provisions of Chapte • •
:ci Hurricane Zone) are for the purpose �
ty ) p rpose of providing that the roofing system s• •
and water intrusion performance standards. Aesthetics (appearance) ce) issues are , � .r • • respect to workmanship provisions, Aesthetic issues such as color or architectu s , . • .,.; �.. •,;.- that •
not part of a zoning code, should be addressed as part of the agreement between the ownc'aila'the • •
contractor.
• •
• • •
•• • •••• •
•
••••
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
iled in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.)
3. Common Roofs: Common roofs are those which have no visible delineation between
hboring 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
be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing
enetrations of the underside of the decking may not be acceptable.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and
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
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
erloaded from a build up 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
a = rdance with the Florida Building Code, Sections 4402, 4403 and 4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
or 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.
x (--
m5D
Owner's /Agent's Signature
4 /
Date
/0.2_61 0 /J , A/4- --
Property Address Permit Number
• •
Contractor's Signature
73ERM1T #: rkirl•NA I (01
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
Or
WITH ALL
N RULES AND REGULATIONS
642/0
FEDERAL
BLDG DEPT
SUBJECT CO CC.MPLIANCE
STATE AND DCVN
Florida Building Code Edition 2007
HIGH Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information)
Master permit No. Process No.
Contractor's Name Quality Roofing Contractor, Inc.
Job Address 10290 N.E. 2nd Avenue
❑ Low Slope
❑ Asphaltic
Shingles
ROOF CATEGORY
❑ Mechanically Fastened Tile❑ Mortar /Adhesive Set Tile
❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof 0 Re- Roofing ❑ Recovering XIXRepair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
N/A 1 /2sq. 1 /2sq.
• •
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Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow
drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and
location of parapets.
•
MEM
L
Florida Building Code Edition 2007
HIGH Velocity Hurricane Zone Uniform Permit Application Form
••••
Section D (Steep Sloped Roof System 1 • • • ••••
•
Exit.tinIg Ti *Roof
•
Roof System Manufacture Monier
•
Li f et i le LLC
• •
Product Approval number 0 7-1 0 2 3.12 •
..
•
• • •
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):'
P1: -- P2: -- P3: -- •• •
Maximum Design Pressure
Product Approval Specific System --
Method of Tile Attachment: --
Deck Type:
Type Underlaymen$
Insulation:
Fire Barrier:
Steep Sloped Roof System Description
Wood
Roof Slope
3 :12
I 301b.
N/A
1 N/A
Fastener Typo & Spacing:
Adhesive Type:
Type Cap Sheet
Roof Covering:
Ridge Ventilation?
N/A
Mean Roof Height 13
1 1/4" R/S nails
Type 111 molting asphalt
901b.
Flat White Tile
Type & Size Drip
Cap:
3 X 3
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MIAMDDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DMSION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
200 Story Road
Lake Wales, FL 33898
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGJ.ER STREET gym 1603
Mall, IPRIDA•3.3n0 -1563 • •
(305) 375;/92,1, FAX (805878 -2908 •
•
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•• •
• • • •
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• •
SCOPE: • • • •
• • • •
This NOA is being issued under the applicable rules and regulations governing the use of construction:Infel lals.
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 alewved 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.
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 1 of 7
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ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
1.
SCOPE
Roofing
Flat Profile Roofing Tiles
Concrete
•
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•
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•
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.
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This renews a system using Monier Lifetile Atlantis Shake & Slate Contfete•Roof Tile, as
manufactured Monier Lifetile LLC in Boca Raton, FL and described in Sectio 2bfihis NoticL of
Acceptance. For locations where the pressure requirements, as determined by applicable B�rildi�g
Code does not exceed the design pressure values obtained by calculations in ccnpp}ia;ice with MS
127 using the values listed in section 4 herein. The attachment calculations shall be dofie.0 Il
moment based system.
2. PRODUCT DESCRIPTION
Manufactured by,
Applicant Dimensions
Monier Lifetile 1 = 16"
Atlantis Shake and w = 10"
Slate Tile 1 'A" thick
Trim Pieces
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Test
Specifications
TAS 112
TAS 112
Test Identifier
7161 -03
Appendix III
94 -060A
94 -084
25- 7094 -2
25- 7094 -8
25- 7094 -5
Product
Description
Flat, interlocking, high pressure extruded
concrete shake and slate roof tile equipped
with two nail holes. For direct deck, mortar
or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Mortar Set)
(Adhesive Set)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
New Construction)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Date
Dec. 1991
March, 1994
May 1994
Oct. 1994
Oct. 1994
Oct. 1994
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 2 of 7
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Test Agency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineerins
Test Identifier
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix 11
Letter Dated Aug. 1, 1994
P0631 -01
P0402
Project No. 307025
Test #MDC -77
224 -47099
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
TAS -112
Test Name/Report Date
••••
Static Uplift Testing • • • Feb ? 4995
PA 102
.. •
(2 Quik -Drive Screws, Di? et '
Deck)
....
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.• •
•
Static Uplift Testing • • • Febi 192 •
PA 102
(2 Quik -Drive Screws, Ba ttsn
Static Uplift Testing •
PA 102 •
'so.' •
• • March, 1995
(1 Quik -Drive Screw, Diy'ect.'.
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
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Aerodynamic Multiplier
Moment of Gravity
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
13343.1
•
•
.••.
• •
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Sept. 1994
Dec. 1998
March 1999
October 2007
August 2007
February 1996
April 1996
December
1996
March 1995
April 1999
April 1999
June 2007
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 3 of 7
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:19e perforr d to •
accordance with RAS 106. •
3.3 Applicant shall retain the services of a Miami -Dade County Certified LaUofatory to rerfor+n •
quarterly test in accordance with TAS 112, appendix `A'. Such testing hirob.e subrpittect to • •
the Building Code Compliance Office for review. • •
3.4 Minimum underlayment shall be in compliance with the applicable l;apfag Applica• tions .'
• • • •
Standards listed section 4.1 herein. • •
3.5 30/90 hot mopped underlayment applications may be installed perpendiaulartothe roof slope • •
unless stated otherwise by the underlayment material manufacturers publitlied literates' • • • • •
3.6 This acceptance is for wood deck applications. Minimum deck requirements shalt 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
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 - A.
ft3)
Tile
Profile
X (ft3)
Batten Application
N/A
A. (ft3)
Direct Deck Application
0.208
Monier Lifetile Atlantis Shake & Slate Tile
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 4 of 7
Table 3: Restoring Moments due to Gravity - Ma (ft-ibf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7':12" or
greater
Monier
Lifetile
Atlantis
Shake &
Slate Tile
Battens
Direct
Deck
B jttens
r
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
N/A
6.17
N/A
6.11
N/A
6.01
N/A
5.89
N/A
5.75
N/A
5.59
NOA No.: 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 - Mf (ft -Ibf) ••••
for Nail -On Systems • •••• •
Tile
Profile
Fastener Type
Direct Deck
(min 15!32"
plywood)
Direct Ded1
(min.19 /32' •
plywoodn•••
• Battdr4g•.
• • • •
• • • •
Monier Lifetile
Atlantis Shake &
Slate Tile
2 -10d Ring Shank Nails
30.9
38.1 a, _.
N/A
1 -10d Smooth or Screw
Shank Nail
7.3
•
9.8 „•„• NIA• • - •
.
2 -10d Smooth or Screw
Shank Nails
14.0
18.8 : • : NIA .
• •
1 #8 Screw
30.8
30.8 °„• ; N /4...
2 #8 Screw
51.7
51.7 11/1••• •
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3 N/A
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0 N/A
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5 N/A
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9 N/A
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Adhesive'
31.32
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 5A: Attachment Resistance
for Single Patty
Expressed as a Moment - Mf (ft -Ibf)
Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
PolyProT""
118.9'
PolyProT""
40.44
3 Large paddy placement of 45 grams of PolyProT".
4 Medium paddy placement of 24 grams of PolyProTM.
Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Mortar Sets
39.0
5 See specific mortar manufacturers Notice of Acceptance
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 5 of 7
5. LABELING ....
All tiles shall bear the imprint or identifiable marking of the manufactu>1r'sjne orlege!or
following statement: "Miami -Dade County Product Control Approved ". • • • . • .. • •
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•
MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RA:N, t+L PLA147)..
LOCATED UNDERNEATH TILE • •
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 6 of 7
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PROFILE DRAWINGS
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MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE
END OF TIIIS ACCEPTANCE
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
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