RF-12-1077Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 174778 Permit Number: RF -6 -12 -1077
Scheduled Inspection Date: August 02, 2012
Inspector: Bruhn, Norman
Owner: HOLLY, HERTA
Job Address: 9660 NE 5 Avenue Road
Miami Shores, FL
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number (305)757 -4679
Parcel Number 1132060170170
Phone: (305)953 -3333
Building Department Comments
REPAIR ENTIRE VALLEY ON 2 FLOOR TILE ROOF.
Inspector Comments
Passed ff // f
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
August 02, 2012
For Inspections please call: (305)762 -4949
Page 5 of 20
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PRONE NUMBER: (305) 762.4949
I I
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS:
9660 N.L. 5 Ave Rd
City: Miami Shores County:
Folio/Parcel #: 1 1— 3206-017-0170
Is the Building Historically Designated: Yes
Permit No.
RECEPI
JUN 122c11?
Fsc o e °
Master Permit No.
Miami Dade
Zip: 33138
NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): He r t a D. Holly Phone#: (305 ) 773-1684
Address: 9660 N. E. 5th Ave Rd
City: Miami Shores state: F1 Zip: 33138
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: CompanyNameQuality Roofing Contractor, Inc.phone#: (3°5)953-3333
Address: 13800 N. W. 1st Avenue
City: Miami state: Fl zip: 33168
Qualifier Name: Carlos Arocho Phone#: ( 786) 367 -2029
State Certification or Registration #: RC 0 0 5 8 6 2 7 Certificate of Competency #: 0 0 0 017889
Contact Phone #: (305) 953 -3333 Email Address: qualityroofing88 @yahoo.com
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ 2 , 3 0 0.0
00 Square/Linear Footage of Work: 10 0 s q f t .
Type of Work: OAddition DAlteration ONew ®Repair/Replace ODemolition
Description of Work: Repair entire valley on 2nd story tile roof .
Color thru tile:
* * * ** :****** ** **** * * ** **m******+x**+ *** Fees******** *** ***** **** ** * * ***************** ***
Submittal Fee $ 1� /� Permit Fee $ c° CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE
rimy
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was ac owledged before me this
d a y of T1^ -_ , 20) )- , by C-c , Y'
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
NOIAJY PUBLIC -STATE OF FLORIDA
My Commission Expires,;:" Marylou Hernandez
Commission #DD930046
„..$ Expires: OCT.10 2013
Signature
Contractor
The foregoing instrument was acknowledged before me this,
day of ;TT/ , 201 , by I is 'o C-G r�
who is personall known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Willie i PUBLIC- STATE OF FLORIDA
Marylou Hernandez
IIIY` .
Commission #DD930046
BONDED THRU ATLANTIC BOCDL Cc'op n�v .•° Expires: OCT. 10, 2013
�k+N+k�k+kikN�aY�k�k�kW +hWN� *�k+k�k�N��+FN��F�N�k *+k�k
�Y *�k�k�kN��k�k+k�b�NM+k�k****�R ****+ i*********+N*+P*+k**+k*****
'l; ] l6t K !ogf34d'9t�k,+m+kx.**+N
APPROVED BY „s%e L/ " // Plans Examiner
Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09)
ROOF ASSEMBUES AND ROOFTOP STRUCTU
Miami Shores Village
BLDG DEPT ! 16`70`. j
Fl ' '_ i ipgmCCode EEd� on 1 -,
High Velocity Hurricane Zone Uniform PennVpiiigi irm.
rrnrn 1 f 6-
TIONS
Master Permit No. Process No. r2.. -1
Contractor's Name Quality Roofing Contractor, Inc.
Job Address 9 6 6 0 N. E. 5th Ave Rd
❑ Low Slope
❑ Asphaltic Shingles
❑ New Roof ❑ Reroofing
Low Slope Roof Area (SF)
ROOF-CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF) 1
Cf Repair
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
❑ Maintenance
..100s.gft.
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overfW
Include dimensions of sections and levels, clearly identify dimensions of.elevated•
parapets.
•
rains.
ion of
15.34 2010 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System) Existing Roof Tile
Roof System Manufacturer: MonierLifetile, LLC
Notice of Acceptance Number: 07- 0710.07
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations)
N/A P2: N/A p3; N/A
Roof Slope:
3 : 12
Steep Sloped Roof System Description
Deck Type:
wood 1 X 6
Type Underlayment:
Insulation:
Fire Barrier:
Ridge Ven lat on?
301b. ASTM
N/A
Mean Roof Height: 18
N/A
Fastener Type & Spacing:
Adhesive Type:
1 1/4" R/S nails
mopping asphalt
Type Cap Sheet:
901b. ASTM
Roof Covering:
Flat White Tile 13'
Type & Size
Drip Edge:
3 X 3 26ga.
15.36 2010 FLORIDA BUILDING CODE — BUILDING
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL, DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAIR PR BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
MonierLifetile, 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 700 (Shake, Slate & Split Shake) Concrete Roof Tile
LABELING: F.ach 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 NOA consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 07- 0710.07
Expiration Date: 12/06/12
Approval Date: 12/06/07
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:,
Sub - Category:
Material:
Roofing
Flat Profile Roofing Tiles
Concrete
SCOPE:
This new NOA approves a system using MonierLifetile Saxony 700 (Shake, Slate & Split Shake)
Concrete Roof Tile, as manufactured MonierLifetile LLC in Stockton, CA., and described 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 the installation section herein. The attachment
calculations shall be done as a moment based system.
PRODUCT DESCRIPTION
Manufactured by
Applicant
MonierLifetile LLC
Saxony 700 (Shake,
Slate & Split Shake)
Trim Pieces
Test
Dimensions Specifications
1= 17"
w= 13"
.58" thick
1= varies
w = varies
varying thickness
SUBMITTED EVIDENCE:
Test Aaencv
Redland Technologies
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
7161 -03
Appendix III
94 -084❑
94 -060A
25- 7834 -2PA
25- 7834 -4PA
Product
Description
Flat, interlocking, high- pressure extruded
concrete roof tile equipped with two nail
holes. For direct deck or battened nail -on,
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
Static Uplift Testing PA 102(A)
Static Uplift Testing PA 101
(Mortar Set)
Static Uplift Testing PA 101
(Adhesive Set)
Static Uplift Testing PA 101
(Horizontal Battens wI 2
screws)
Static Uplift Testing PA 101
(Horizontal Battens w/ 2
screws)
Date
Dec. 1991
Dec. 1991
May 1994
March, 1994
Oct. 1996
Oct. 1996
NOA No.: 07-0710.07
Expiration Date: 12/06/12
Approval Date: 12/06107
Page 2 of 7
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.
The Center for Applied
F,ngineering, 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.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineers
Test Identifier
257814 -4PA
25- 7094 -2
25- 7094 -8
25- 7094 -5
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
Evaluation Calculations
Calculations
Evaluation Calculations
130
Test Name/Report
Static Uplift Testing PA 101
(2 Screws)
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)
Static Uplift TestingPA 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, Batten
Wind Tunnel Testing PA 108
(Nail-On)
Wind Tunnel Testing PA 108
(Nail-On)
Wind Tunnel Testing PA 108
(Mortar S)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moments Due to
Gravity
TAS 112
Date
Sept. 1996
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Sept. 2007
April 1999
June 2007
January 2007
NOA No.: 07 -0710.07
Expiration Date: 12/06/12
Approval Date: 12/06/07
Page 3 of 7
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
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.
4. Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
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.
6. This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
INSTALLATION:
1. MonierLifetile Saxony 700 (Slate, Shake & Split Shake) Concrete Roof Tile and its components
shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119,
and RAS 120.
2. Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
The Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
MonierLifetile Saxony 700
Slate, Shake & Split Shake
8.1
1.417
1.08
Table 2: Aerodynamic Multipliers - X
ft3)
Tile
X (ft3)
X (ft)
Profile
Batten Application
Direct Deck Application
MonierLifetile Saxony 700
0.289
0.313
Slate, Shake & Split Shake .
Direct
Deck
Battens
Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf)
Tile
Profile
2 ":12"
3 ":12"
4 " :12°
5 "•12"
6 " :12"
7 ":12" or
greater
Saxony
700
Slate,
Shake &
Split
Shake
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
5.03
5.72
4.98
5.66
4.90
5.57
4.80
5.45
4.68
5.31
4.54
5.16
NOA No.: 07- 0710.07
Expiration Date: 12/06/12
Approval Date: 12/06/07
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nail -On Systems
Tile Profile
Tile Application
Approved Screws
2 screws
MonierLifetile Saxony 700
Slate, Shake & Split Shake
Battens
17.4
Direct Deck
28.70
1 Data noted in Table 3 is for installation with a 3" tile headlap.
Table 7: Attachment Resistance Expressed as a Moment - M1 (ft- Ibf)
for Adhesive Set Systems
Tile
Profile
Tile,
Application
Attachment
Resistance
MonierLifetile Saxony 700
Slate, Shake & Split Shake
Adhesive Set
75.8*
*Average patty weight was 45.6g
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 ".
MONIERLIFETILE LLC, SAXONY 700 TILE (STOCKTON, CA PLANT)
LOCATED UNDERNEATH TILE
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 07- 0710.07
Expiration Date: 12/06/12
Approval Date: 12/06/07
Page 5 of 7
PROFILE DRAWING
WATERLOCK
MONIERLIFETILE SAXONY 700 CONCRETE ROOF TILE (SLATE MODEL)
NOA No.: 07- 0710.07
Expiration Date: 12106/12
Approval Date: 12106/07
Page 6 of 7
PROFILE DRAWING
MONIERLIFETILE SAXONY 700 CONCRETE ROOF TILE (SPLIT SHAKE MODEL)
MONIERLIFETILE SAXONY 700 CONCRETE ROOF TILE (SHAKE MODEL)
END OF THIS ACCEPTANCE
NOA No.: 07-0710.07
Expiration Date: 12/06/12
Approval Date: 12/06/07
Page 7 of 7
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
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.
Aesthetics-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. `' `_ Renailing 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).
3. •- "T 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 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.
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. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
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 to vent natural airflow through the
interior of the structure 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.
qk
Owner /Agent's Signature Da e
Revised on 7/9/2009 LD
Contractor Signature
Date