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RF-10-1259Inspection Number: INSP- 148246 Permit Number: RF -7 -10 -1259
Scheduled Inspection Date: August 24, 2010
Inspector: Bruhn, Norman
Owner: LIEBIG, ELSIE
Job Address: 349 NE 96 Street
Project: <NONE>
Contractor: CHALLENGER ROOFING LLC
Building Department Comments
REPAIR AND REPLACE SHEATHING AND TILES FOR
AFFECTED AREA
Passed
-r�
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
August 23, 2010
Miami Shores, FL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060135910
Phone: (954)558 -5309
Page 14 of 35
•
•
City Miami Shores Village
Miami Shores Village
Building Department
(0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 �(
BUILDING Permit No I 0 259
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building
L .
Owner's Name (Fee Simple Titleholder) r o .L E 1 S% Le ; L: e s Jo T Phone # a I S
Owner's Address 3 ,o E 9C s�
Cityyl/teo�c i 5 4. Fe S State f= / 0 A Zip 33
Tenant/Lessee Name Phone #
Job Address (where the work is being done) S y Gf E_ P'
FOLIO / PARCEL # // — 3 4 ) 0 — 6 / - 3 " S 9/
AD7 c"
Is Building Historically Designated YES NO x
Contractor's Company Name ( (-IA / / e n S e 2 fLo c, C ^ Phone #
. (1 7 0 ./U -E. 2- (4-sr"
City State � Zip 3 7( 7 7
; �
Qualifier Name /l/ .Z. ire. ez- Phone # f cy-'s--r —, 3 o 5
State Certificate or Registration No. CC i 2 6 yob Certificate of Competency No.
Architect / Engineer's Name (if applicable) /bSe. / l(N ) i ,Q 2 P. E . Phone # (3.oS) g 3 - 1 /c// 7
Value of Work For this Permit $ e iSTO Square / Linear Footage Of Work: /b) SF
eke Cu4
County Miami -Dade Zip 33 /
❑New
/2 ce-- e
AFf(c-4 A2er-
Type of Work: ['Addition ['Alteration
Describe Work:
Scanning $ l J, • V l) Radon $ DPBR $
Bond $ Code Enforcement $
Structural Review. $
Double Fee $
Total Fee Now Due $ !'
See Reverse side
AL 0 92010
- oo42g
(q j s s Sa
❑ Demolition
Submittal Fee $ Permit Fee $ /00 06 CCF $ n.( co CO /CC
Notary $ Training/Education Fee $ 0.0 Technology Fee $ tso
Zoning $
Bonding Company's Name (if applicable) •
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
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 b = ' 1 ted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued I J the absence r, " posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature r / 'Le
Owner or Agent
The foregoing instrument was acknowledged before m e this 2 ® FL
day of __, 20 J, by /ift61, 4
who is personally known to me or who has produced /)
No/3 Gi L' S As identification and who did take an oath.
NOTARY PUBLIC:
Print: ri Qc 3� p :. <
My Commission Expires: —I�, 6 ®l , My Commission Exp o : ` �
/ /` / , /i .' I ® I A I I I II1 \\\
Plans Examiner
Print: 1/4) Jug, r frLI/
APPLICATION APPROVED BY:
(Revised 07/10/07)
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Wiliam J. Mullen, Notary Public
N orth Wales Bom, Montgomery County
My Commission Expires June 6, 2011
Member, Pennsylvania Association of Notaries
State
xe� -
LIAt
Si
LA I
The foregoing instrument was acknowledged before me this 3
day ofS -- , 20 , by ► nA lzL- rSantC► q-7
who is personally known to me or who has produce 'l._- l )
as identification and who did take an oath.
NOTARY PUBLIC: \ \ `` �It ttuu uiii,, /. ,
i
Sign:
Engineer
Zoning
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LIR
ADD'L
INSRD
PE OF INSU CE
POLICY NUMBER
POLICY EFFECTIVE
DATE MM/DD
POLICY EXPIRATION
DATE MM/DDNY
LIMITS
A
X
GENERAL
LIABILITY
COMMERCIAL GENERAL LIABILITY
L017000736
05/27/10
05/27/11
EACH OCCURRENCE
$ 300,000
X
PR SES (Ea occurence)
$ 50,000
$ 1,000
X CLAIMSMADE OCCUR
MED EXP (Any one person)
PERSONAL &ADVINJURY
$ 300,000
GENERAL AGGREGATE
$ 300,000
$ 300,00?
GE 'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP /OP AGG
POLICY PRO- LOC
JECT
AUTOMOBILE
LIABILITY
ANYAUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
COMBINED SINGLE LIMIT
(Ea accident)
$
BODILY INJURY
(Per person)
BODILY INJURY
(Peraccident)
PROPERTY DAMAGE
(Per accident)
$
GARAGE
LIABILITY
ANYAUTO
AUTO ONLY -EA ACCIDENT
$
OTHER THAN EA ACC
$
AUTO ONLY: AGG
$
EXCESS/UMBRELLA LIABILITY
EACH OCCURRENCE
$
OCCUR j CLAIMSMADE
AGGREGATE
$
DEDUCTIBLE
RETENTION $
$
$
$
WORKERS COMPENSATIONAND
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
If yes, describe under
SPECIAL PROVISIONS below
WC
LIMIT OTH
TORY TORYLIMR S ER
E.L. EACH ACCIDENT
$
E.L. DISEASE - EA EMPLOYEE
$
E.L. DISEASE - POLICY LIMIT
$
OTHER
DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS
ROOF REPAIR .& REPLACING
/� coRa,
AC CERTIFICATE OF LIABILITY
INSURANCE
DATE (MM/DD/YYYY)
7/9/2010
INFORMATION
CERTIFICATE
EXTEND OR
BELOW.
PRODUCER
CNS INSURANCE GROUP, INC.
6264 MIRAMAR PARKWAY
MIRAMAR, FL 33023
954- 966 -2400
THIS CERTIFICATE IS ISSUED AS A MATTER OF
ONLY AND CONFERS NO RIGHTS UPON THE
HOLDER. THIS CERTIFICATE DOES NOT AMEND,
ALTER THE COVERAGE AFFORDED BY THE POLICIES
INSURERS AFFORDING COVERAGE
NAIC#
INSURED CHALLENGER ROOFING LLC
1170 N . E .214 ST
N . MIAMI BCH , FL 33179
I
INSURER A: ATLANTIC CASUALTY INS CO
INSURER B:
INSURER C:
INSURER D:
INSURER E:
COVERAGES
CERTIFICATE HOLDER
CANCELLATION
MIAMI SHORES VILLAGE
10050 N.E.2nd AVE
MIAMI SHORES,FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENT IIES.
�„
AUTHORI E3RESE
ACORD25(2001 /08)
© ACORD CORPORATION 1988
PLEASE CUT OUT THE CARD BELOW
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
CONSTRUCTION INDUSTRY
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA
WORKERS' COMPENSATION LAW
EFFECTIVE: 03/04/2009 t
PERSON: MANUEL SANCHEZ
FEIN: 264756473
BUSINESS NAME_AND ADDRESS:
CMAttENGER ROO FIND I.0
1 t7tl NE 412 ST
N MIAMI BEACH, FL 33179
SCOPE OF BUSINESS OR TRADE:
1- CERTIFIED ROOFING CONTRACTOR
DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -36
AND RETAIN FOR FUTURE REFERENCE
CUT HERE
IMPORTANT
Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who
O elects exemption from this chapter by filing a certificate of election
L under this section may not recover benefits or compensation under this
D chapter.
Pursuant to Chapter 440.05(12), F.S., Certificates of election to be
H exempt.. apply only within the scope of the business or trade listed on
E the notice of election to be exempt
R
E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt
and certificates of election to be exempt shall be subject to revocation
if, at any time after the filing of the notice or the issuance of the
certificate, the person named on the notice or certificate no longer meets
the requirements of this section for issuance of a certificate. The
department shall revoke a certificate at any time far failure of the
person named on the certificate to meet the requirements of this
section.
* Carry bottom portion on the job, keep upper portion for your records.
QUESTIONS? (850) 413 -1609
Tax Amount
Transfer Fee
NSF Fee
Penalty
Prior Years
Collection Cost
Total Paid
27.00
0.00
0.00
4.05
0.00
0.00
31.05
DBA:
Business Name:
Owner Name:
Business Location:
BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT
115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000
VALID OCTOBER 1, 2009 THROUGH SE —T
Business Phone:
Rooms
Number of Machines:
THIS BECOMES A TAX RECEIPT
WHEN VALIDATED
Mailing Address:
MANUEL SANCHEZ
1170 NE 214 ST
NORTH MIAMI BEACH, FL
33179
CHALLENGER ROOFING LLC
MANUEL SANCHEZ
1170 NE 214 ST
MIAMI DADE COUNTY
954 - 558 -5309
Seats
Employees
1
For Vending Business Only
Receipt #: 185
Business Type: ROOFING /SHEET METAL CONT
(ROOFING CONTRACTOR)
Business Opened: 10/26/2004
State /County /Cert/Reg: CCC1326496
Exemption Code: NONEXEMPT
Machines Professionals
Vending Type:
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
This tax is levied for the privilege of doing business within Broward County and is
non - regulatory in nature. You must meet all County and /or Municipality planning
and zoning requirements. This Business Tax Receipt must be transferred when
the business is sold, business name has changed or you have moved the
business location. This receipt does not indicate that the business is legal or that
it is in compliance with State or local laws and regulations.
Receipt #13A -09- 00000848
Paid 11/02/2009 31.05
ACTOF
•
•
•
•
•
....
• •
... •
•
•
•
•
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
AFPROVED
J ONJIbJU DEPT
Florida Building Code Edit �O
High-Velocity Hurrlcane Zone Uniform Permft IApj1{ie ltlo�r n�.
❑ Low Slope ❑ Mechanically Fastened Tile
❑ Asphaltic ❑ Metal Panel /Shingles
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
ROOF SYSTEM
INFORMATION
ro N ? fl it p � ^1O `26
:' P su' `
M ami Shores Village
.L:_IE'CT Q CCMPIJANCE WITH ALL FEDERAL
SPCtiOn A (general Info atlon)
or_ L)N Y RULES AND REGULATIONS
Master Permit No. Process No.
Contractor's Name , o' �` ( �
Job Address 9 At( E.'
9 Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
❑ New Roof ❑ Reroofing ❑ Recovering C Repair ❑ Maintenance
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
9'
BY DATE
SeCtion R (ROof plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
Roof System Manufacturer: r
Notice of Acceptance Number: ® 7 . 6 p 2' / 2
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations):
P1: P2: P3:
Maximum Design Pressure
(From the Product Approval Specific System):
•
•
• •
•
....
•
•
•
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permlt Application Form.
,SActinn 1 (Steep Sflnped Roof System)
Roof Slope:
: 12
• •
• • • • •
•
.... .. ..
• • • •
....
• ....
• •
• • .
•
. .
• •
• ...
Ridge Ventilation?
f( V.esv-
Mean Roof Height:
1
• ..
• • •
• •
•
• . •
Steep SlnpprI Ronf system Descriptinrt
Deck Type:
d )8 1U(
Type Underlayment:
Insulation:
Fire Barrier:
N/
Fastener Type & Spacing:
Adhesive Type:
N / /1
Type Cap Sheet:
Roof Covering:
,6 , 24i f45
/7 (, / 44-ia✓s, v/
Type & Size Drip
Edge:
G--r i/te
• • •
•••• • •
FLORIDASUILDING CODE — BUILDING
a
•
•
•
• •
•
•
•
MIA M 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 chap be availabL� for inspection at the job site-at the request of the Building Official.
• • •
• •
Thts:i'ebb vs NOA #02•1211.08 and consists of pages 1 through 7.
The submitted docuatation was reviewed by Alex Tigera.
•••••
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•• .•• • •
• •
• •• •
• •
• • ••••
• 'P r 0�
c ��
•
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•
MIAMI•DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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: Roofing
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
Applicant Dimensions Specifications
Monier Lifetile 1= 16" TAS 112 Flat, interlocking, high pressure extruded
Atlantis Shake and w = 10" concrete shake and slate roof file equipped
Slate Tile 1 /a" thick with two nail holes. For direct deck, mortar
or adhesive set applications.
Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use
w = varies at hips, rakes, ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2.1 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
'rho, Center for Applied
Engineering, lie
• •
The Center foi Aiplfied
$$gititering, j..
• •
•
• ..
Flat Profile Roofing Tiles
Concrete
Test Identifier
7161 -03
Appendix III
94 -060A
94 -084
25- 7094 -2
25- 7094 -8
25- 7094 -5
Product
Description
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
Test Agency Test Identifier
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.Enginnefing;Inc.
Valces:Engineeringp Inc.
Walker EngineeriegrInc.
Wirth%EngitAiip •
•. • •
•
•
•• ••
• •
••••
•
•
•
• • •
= ::_T�n= •
•
• , . - .M -.. • • • •
• • ��.`f Y .
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
PO402
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
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA. 101
Aerodynamic Multiplier
Moment of Gravity
25 -7094
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
13343.1
Date
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Sept. 1994
Dec. 1998
March 1999
October 2007
August 2007
February 1996
25 -7496 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
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
A, (fa) X (ft
Batten Application Direct Deck Application
Monier Lifetile Atlantis Shake & Slate Tile
N/A
0.208
•
•
•
•
•
• •
•
• •
••
•
3. LIMITATIONS
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 3: Restoring Moments due to Gravity - M
Tile 2 ":12" 3 " :12" 4 ":12"
Profile
5 ":12"
Monier....
Lttetilk. •..
Atlantis
Shakdr
Slate Tile
Battens
• N /A' .•
•
• •
• •
.•.
Direct
• peck
6:17
•
•
. ••
Battens
N/A
Direct
Deck
6.11
Battens
N/A
Direct
Deck
6.01
Battens
N/A
Direct
Deck
5.89
a (ft-Ibf)
6 ":12"
7 ":12" or
greater
Battens
N/A
Direct
Deck
5.75
Battens
N/A
Direct
Deck
5.59
• •• •
• •
••••
•
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.
•
• •
•
• ,, • • � (f►4 �
• • CLsP`C
•• • •
•
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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 - nth (t-int)
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 -1 Od Ring Shank Nails
30.9
38.1
N/A
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
N/A
2 -10d Smooth or Screw
Shank Nails
14.0
18.8
N/A
1 #8 Screw
30.8
30.8
N/A
2 #8 Screw
51.7
51.7
N/A
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
N/A
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
N/A
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
N/A
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
N/A
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Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf)
for Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Adhesive
Monier Lifetile Atlantis Shake & Slate Tile
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.
Minimum Attachment
Resistance
31.3
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Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft Ibf)
for Single Patty Adhesive Set Systems
The Application
Tile Profile
Monier Lifetile Atlantis Shake & Slate Tile
3 Large paddy placement of 45 grams of PolyProTM.
4 Medium paddy placement of 24 grams of PolyProTM.
Minimum Attachment
Resistance
.P0IyPr0TM
118.9
PolyProTM
40.4
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:TalIt1s5B: Attachment Resistance Expressed as a Moment - M (ft-Ibf)
• • for Mortar or Adhesive Set Systems
• •
•
••••
• • • Tile
• • • • Profile
•Coiner LifeiiiioA$lantis Shake & Slate Tile
Tile
Application
Mortar Set
Attachment
Resistance
39.0
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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 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 My 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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MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT)
LOCATED UNDERNEATH TILE
• ••
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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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_
INTERLOCK
f: _c...--:;:-.... " 4 •... ,", `` "`.-
...,. ^•..... '•`- '
MONIER LIFETILE ATLANTIS SHARE & SLATE CONCRETE ROOF TILE
••••
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v �T co •
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PROFILE DRAWINGS
9p �I brr 1 �fL
END OF THIS ACCEPTANCE
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 7 of 7
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