RF-12-962Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 178687 Permit Number: RF -5 -12 -962
Scheduled Inspection Date: November 19, 2012
Inspector: Bruhn, Norman
Owner: AKERMAN, SANDRA
Job Address: 1170 NE 100 Street
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 1132050190400
Phone: (305)953 -3333
Building Department Comments
REPLACE VENT AND REPAIR FLASHING OF FLAT ROOF.
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
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- 174126. BY MARY
November 16, 2012
For Inspections please call: (305)762 -4949
Page 12 of 29
Miami Shores Village RECEIVED
Building Department MAY 2 5 MI
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
i2 -'ICI
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 1 170 N. E. 100 S t r e e t
ai rub
FBC 2010
Permit No. ?.F-'I2--9(2.--
Master Permit No.
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel #: 1 1 — 3205-01 9 -0400
Is the Building Historically Designated: Yes NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): Sandra Akerman Phone#: (305) 528-4820
Address: 1 1 7 0 N.E. 100 S t r e e t
City: Miami Shores state: Florida Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:Quality Roofing Contractor, Inc.Phone#: ( 305) 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 0058627 Certificate of Competency #: 0 0 0 017889
Contact Phone#: (305) 953 -3333 Email Address: quailtyroofina88 @vahoo.com
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 900.00 Square/Linear Footage of Work: 1 / 2 s q .
Type of Work: DAddition DAlteration New X0tepair/Replace ODemolition
Description of Work: Replace vent and repair flashing of flat roof .
Color thru tile:
m ******** **** ****** * ***v***********x *** Fees**** ****** ** ***** ** **+x** ******* * ********* * **
aa
Submittal Fee $ Permit Fee $ /e0 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ " -(0
Bondh cofnpany's-Nan a (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 FT.FCTRICAL 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 (�� R_ . Signature
Contractor
The foregoing instrument was acknowledged before me this c2 2
day of Ro , 20I X , by S
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: . Of ORIDA
My Commission Expiz e Marylou H ` andez
r ;Commission #DD930046
-,, ssi Expires: OCT. 10, 2013
BONDED THRU ATLANTIC BONDD G CO., INC.
The foregoing instrument was acknowledged before me this
day of .e , 201 , by &less ch._o ,
who is personall own to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
r
AgEW
My Commission Expo = a Marylou He andez
Commission #DD930046
Expires: OCT. 10, 2013
BONDED THRU ATLANTIC BONDING CO., INC.
**************** ***************** ******* #****** k+1 ************* #** #***** ******** ********pia*************** #****
APPROVED BY
Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Zoning
Clerk
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES . , RECEIVED
MAY 2 5 2011
Florida Building Code Edition 2010 _ _11041-
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 1170 N.E. 100 Street
❑ Low Slope
❑ Asphaltic Shingles
❑ New Roof ❑ Reroofing
Low Slope Roof Area (SF)
ROOF CATEGORY
❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Metal Panel/Shingies ❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering DI Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF)
Section B (Roof Plan)
Total (SF) 1 / 2 sq.
Sketch Roof Plan: Illustrate all levels and sections roof drains, scu
, pper* overflow scitgm w ins. F. g�
Include dimensions of sections and levels, clearly identify dimensions o .
parapets. APPROVED BY DATE
15.34
ZONING DEPT
BLDG DEPT
MP CE l .ITH ALL FED _HAL
NT`s RULES ANf) TIONS
„k.
Jr)
v
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
Roof System Manufacturer: Santa Fe Tile Corporation
Notice of Acceptance Number: 10-1005.15
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations): . N/A N/A N/A
P N P2: P3:
Roof Slope:
3 : 12
Steep Sloped Roof System Description
Deck Type:
wood 1 X 6
Type Underlayment:
Ridge Ventilation?
N/A
Insulation:
301b.
N/A
Fire Barrier:
Mean Roof Height: 13'
N/A
Fastener Type & Spacing:
Adhesive Type:
1 1/4" R/S nails
Type 111 mopping asphalt
Type Cap Sheet:
901b.
Roof Covering:
Spanisb€8 C1iw Tile
Type & Size
Drip Edge:
3 X 3 26ga.
galv.
15.36 2010 FLORIDA BUILDING CODE — BUILDING
MIAMNQADE
COUNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Santafe Tile Corporation
8825 NW 95th Street
Medley, FL 33178
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov/huildine/
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 Section 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
Section (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 Section 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: Santafe Spanish `S' Clay 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# 07- 0626.03 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 10-1005.15
Expiration Date: 02/01/16
Approval Date: 01/06/11
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category:
Sub-Category:
Material:
Deck Type:
Roofing
Rooting Tiles
Clay
Wood
1. SCOPE
This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by
Santafe Tile Corporation in Bogota, Colombia 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
Product
Description
Santaf4 `S' Clay L = 18" TAS 112 One piece high profile clay roof tile equipped
Roof Tile W = 11.1" with two nail holes. For nail -on, mortar set
and adhesive set applications.
Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at
w = varies hips, rakes, ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2.1 SUBMITTED EVIDENCE
Test Agency Test Identifier
The Center for Applied Engineering, Inc. 94 -156 -8
94 -156 -9
The Center for Applied Engineering, Inc. 25- 7205 -1
The Center for Applied Engineering, Inc. Project 07- 07 -00 -91
(307023)
Redland Technologies
Redland Technologies
7161 -03
Appendix 1I
7161 -03
Appendix III
Test Name/Report Date
TAS 101 Aug. 1994
TAS 102
TAS 101 March 1995
TAS 100 Sept. 1994
TAS 108 Dec. 1991
(Nail -On)
Static Uplift Testing Dec. 1991
TAS 102 & TAS 102(A)
NOA No.: 10- 1005.15
Expiration Date: 02/01/16
Approval Date: 01/06/11
Page 2 of 5
Test Agency
Redland Technologies
Redland Technologies
Redland Technologies
Celotex Corporation Testing Services
IBA Consultants, Inc.
PRI Asphalt Technologies, Inc.
IBA Consultants, Inc.
IBA Consultants, Inc.
IBA Consultants, Inc.
Test Identifier
P 0402
P 0647 -01
P 0631 -01
520305 -01 thru 05
2353 -4
SFTC- 003 -02 -01
2353 -70
2353 -71
2353 -93
Test Name/Reeort Date
Withdrawal Resistance
Testing of Screw vs
smooth shank nails
TAS 108
(Mortar Set)
PA 108
(Mortar Set)
PA 102
Sept. 1993
Aug. 1994
July. 1994
June 1999
Restoring Moment Aug. 1999
TAS 101 12/06/02
TAS 101 09/22/03
TAS 101 09/22/03
ASTM C 1167 07/18/05
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
32 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
33 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.
4. INSTALLATION
4.1 Santafe 'S' 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)
Santafe 'S'
6.7
1.5
0.958
NOA No.: 10-1005.15
Expiration Date: 02 /01/16
Approval Date: 01/06/11
Page 3 of 5
Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf)
Tile
Profile
Table 2: Aerodynamic Multiplyers- X
ft3
4 " :12"
Tile
6 ":12"
X (ft3)
X (ft3)
Battens
Profile
Battens
Batten Application
Direct Deck
Santafe 'S'
Battens
Direct
Deck
0.274
0.297
Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf)
Tile
Profile
2 ":12"
3 ":12"
4 " :12"
5 ":12"
6 ":12"
7 ":12"
greater
Battens
or
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Santafe 'S'
5.93
5.90
5.85
5.82
5.73
5.69
5.56
5.53
5.32
5.29
5.03
5.00
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Nail -On Systems
Tile Profile
Fastener Type
Direct Deck
Battens
Santafe 'S'
2 -10d Ring Shank Nails
21.8
N/A
One #8 Screw
29.16•2
N/A
Two #8 Screws
38.28'
N/A
One #8 Screw w/ Clip
57.311'
N/A
Two #8 Screws w/ Clip
57.60'
61.77'
1. Approved screws as noted 'Product manufactured by others'.
2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile.
Table 5: Attachment Resistance Expressed as a Moment Ni, (ft -Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Santafe 'S'
Tile Bond
38.9'
Polyfoam Polypro AH 1607"'
28.54
2 See manufactures component approval for Installation requirements.
3 Flexible Product, Inc. Average weight per patty 10.4 grams.
4 Polyfoam Product, Inc. Average weight per patty 9.4 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Santafe 'S'
Polyfoam Polypro AH 160 TN°
63.8°
Polyfoam Polypro AH I6OTM
61.9"
5 Paddy placement of 63 grams of Polypro AH 160To.
6 Paddy placement of 24 grams of Polypro AH 160TH".
NOA No.: 10- 1005.15
Expiration Date: 02/01/16
Approval Date: 01/06/11
Page 4 of 5
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Santafe 'S'
Mortar Set
23.6
NOA No.: 10- 1005.15
Expiration Date: 02/01/16
Approval Date: 01/06/11
Page 4 of 5
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
shown below, or following statement: "Miami -Dade County Product Control Approved ".
SANTA FE TM MADE IN COLOMBIA
LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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.
18"
PROFILE DRAWING
When using one screw
use this hole.
11.1"
"SANTAFI S" CLAY ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 10- 1005.15
Expiration Date: 02 /01/16
Approval Date: 01/06/11
Page 5 of 5
SECTION 4402
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
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 provisions of
Chapter 44 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the
item has been explained.
1. Aesthetics- Workmanship: The workmanship provisions of Chapter 44, Section 4402 (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) issues 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. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones) of the
Florriid, da 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
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.
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 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
accordance with the Florida Building Code, Sections 4402, 4403 and 4413.
9'4)1 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.
s- 1,? -I la\
Owner's /Agent's ignature Date
\\" 0 MG— \oOS
Permit Number
Property Address
Contractor's Signature