RF-09-1247Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 124478
Scheduled Inspection Date: October 09, 2009
Inspector: Bruhn, Norman
Owner:
Permit Number: RF -7 -09 -1247
Job Address: 874 NE 99 Street
Miami Shores, FL
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060142410
Phone: 305 -751 -0382
Building Department Comments
Passed If /Or kes9p.
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 120242. Tile does not match
roof color. NB
October 08, 2009
For Inspections please call: (305)762 -4949
Page 5 of 11
1_14 -15'1,
1,1a14C
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Honda 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING Permit No. Rfriw-hri.
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building Roofing
Owner's Name (Fee Simple Titleholder) Susan S. Wesley Phone# (305) 904 -6983
Owner's Address 874 N.F. 99 Strppt
City Miami Shores State F1 on da Zip 1 11 '18
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 874 N. E. 99 Street
City Miami Shores Village County Miami -Dade Zip 3 31 3 8
FOLIO /PARCEL# 11 -32 0 6-01 4-241 0
Is Building Historically Designated YES NO x
Contractor's Company Name Quality Roofing Contractor Phone # (305) 953 -3333
Contractor's Address 1380Q,N.W. 1st Avenue
City Miami State Florida Zip 33168
Qualifier Name Carlos Arocho Phone # (786) 367 -2029
State Certificate or Registration No. RC0058627 Certificate of Competency No. 000017889
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 2,200.00 Square / Linear Footage Of Work: q.
Type of Work: ❑Addition ['Alteration ['New Et Repair/Replace ❑ Demolition
Describe Work: Repair leak on front overhang on left side of house.
******** * * * * * * * * * * * *** * * **** * *** * * * ** ** Fees************** *** ** * ** * ****�* ** * * *** ** * * ** * **
Submittal Fee $ Permit Fee $ /0 0.9.9.-- CCF $ I- 6 9
Notary $ ' Training/Education Fee $ 0 ° (CO Technology Fee $ ` . '`;(
Scanning $(Q .(C ��Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ ( Q n
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
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 ajeinspection fee will be charged.
Signatwe,*--
Owner or Agent
The foregoing instrument was acknowledged before .9 this Cl
day of —_ l5 L , 20 v 41, by h- - day of
who is personally known to me or who has produced`-
As identification and who did take an oath.
Signature
if
Contractor
The foregoing instrument was acknowledged before me this
,200 9, by ern .r , oc " ,
NOTARY P1JBIIC:
Sign:
Print:
C • ?tc --iZ
My Commission Expires:
**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVE
(Revised 07/10/07)
pY nq,N DORIS C. PACHECO -KALB
Efa °,a MY COMMISSION # DD 529637
E March 16, 2010
�5 —ord aTm N Pubtic Underwriters
ers
who is perso wn to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
�� w° .UI IS i/./o.v. 4. ® 2o9La®
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7
Engineer
Zoning
SECTION 1524
HIGH - VELOCITY HURRICANE ZONES —
REQUIRED OWNERS NOTIFICATION FOR ROOFIN C
1524.1 Scope.
As it pertains to this section, it is the responsibility of the roofing contra
required roofing permit, and to explain to the owner the content of this sec
the Florida Building Code, Building govern the minimum requirements and
system installations. Additionally, the following items should be addresse
the owner and the contractor. The owner's initial in the designated spa
ezprlained.
J
er with the
hapter 15 of
try for roofing
agr ' ent between
t the i em has been
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 Chapter 16 (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.
wner's /A.` nt's Signatu
ate Contractor's Signature Date
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 Quality Roofing Contractor, Inc.
Job Address 874 N.E. 99 Street
❑ Low Slope
❑ Asphaltic
Shingles
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
XX Repair ❑ Maintenance
Low Slope Roof Area (SF) N /A Steep Sloped Roof Area (SF) 1 / 2 sq .
Total (SF) 1 / 2 sq.
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.
�� a AP
15.32 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: Existing Tile Roof
Monier Lifetile, LLC
Notice of Acceptance 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
(From the Product Approval Specific System):
A
Steep Sloped Roof System Description
Deck Type:
Roof Slope:
3 : 12
Ridge Ventilation?
N/A
wood 1 x 6
Type Underlayment: 1- 301b . ASTM
Insulation:
N
A
Fire Barrier: N/A
Fastener Type & Spacing: 1 1 /4" R/S nails
Adhesive Type: Type LLL mopping asphalt
Type Cap Sheet: 901b. ASTM
Mean Roof Height: 1 3' Roof Covering: Flat White Tile
Type & Size Drip 3 x 3 26 ga ,l
Edge: gals.
15.34
FLORIDA BUILDING CODE — BUILDING
MIAMIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
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
Monier Lffetile, 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.
-0419re"
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
Roofing
Flat Profile Roofing Tiles
Concrete
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
Atlantis Shake and
Slate Tile
Trim Pieces
1= 16"
w = 10"
11/4" thick
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.
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
Test Aeencv 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 Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineerins
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
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/Renort
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 -7496
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
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 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
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 ft3)
(ft-Ibf)
Tile
Profile
1(ft3) 1(ft3)
Batten Application Direct Deck Application
Monier Lifetile Atlantis Shake & Slate Tile,
N/A
0.208
Table 3: Restoring Moments due to Gravity - M;
(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
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 15132"
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 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
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
31.3s
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-lbf)
Adhesive Set Systems
Tile Profile
-
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
•PolyProTM
118.94
PolyProTM
40.44b
3 Large paddy placement of 45 grams of PoIyProTM.
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
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 ".
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.
NOA No.: 07- 1023.12
Expiration Date: 12/16/12
Approval Date: 12/13/07
Page 6 of 7