RF-13-2736Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number. INSP- 204016 Permit Number: RF -12 -13 -2736
Scheduled Inspection Date: February 14, 2014 Permit Type: Roof
Inspector: Rodriguez, Jorge Inspection Type: Final Roof
Owner: TURKEL, DOUGLAS Work Classification: Repair Roof
Job Address: 220 GRAND CONCOURSE
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060133520
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
L9S•]iilulall! -I
INSTALL NEW PLUMBING STACK AND SEAL GABLE BY
WALL FLASHING
INSPECTOR COMMENTS False
Phone: (305)953 -3333
February 13, 2014 For Inspections please call: (305)762 -4949 Page 16 of 33
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 13, 2014 For Inspections please call: (305)762 -4949 Page 16 of 33
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type:
JOB ADDRESS:
BUILDING
220 Grand Concourse
FBC 20
Permit No.
Master Permit No.
ROO INF G
City: Miami Shores County: Miami Dade Zip: 3 31 3 8
Folio/Parcel #: 11-3206-013-3520
Is the Building Historically Designated: Yes NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): Douglas Turkel Phone#: (3 0 5) 332-9494
City:
220 Grand Concourse
Miami Shores Ste: Florida
Tenant/Lessee Name: Phone#:
Email:
33138
CONTRACTOR: CompanyNameQuality Roofing Contractor, Inc.phone#: ( 305) 953 -3333
Address: 13800 N.W. 1st Avenue
City: Miami - Ste: Florida 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 0 017 8 8 9
Contactphone#: (305) 953 -3333 Email Address: qualityroofing88@yahoo.com
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 5 0 0 . 0 0 Square/Linear Footage of Work:
1 /2sq,.
Type of Work: ❑Addition ❑Alteration ❑New 02Repair/Replace ❑Demolition
Description of Work ,Install new plumbing stack, and seal gable by wall flash ng .
00
Submittal Fee
Scanning Fee $
Color thru file:
Permit Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 die approved and a reinspection fee will be charged.
SignatureJ Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of V1x, 20 L, by Lq0 0 �-L,1L day of , 20 , by „C la. � I� l� C.4-0 ,
who is personally kwown to me or who has produced who is person known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
MARYLOU HERNANDt3 MY
MY COMMISSION # FF 059092
EXPIRES: October 10, 2017
WXW Thru Notary MUD Undemhers
-/ (()// ;� Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06(10/2009)(Revised 3/15/09)
MARYLW
MYCOMMMION#FFORM
EXPIRES. October 10, 2017
Bonded TMu Nay POW Undsrwrbm
Zoning
Clerk
SECTION 2
mIGH 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 govern 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 .�owne�tra- tkdcon%tsoxisa s=
' � gas ern- e�cpTart° -red:
,4: AesthetJcs crkmanship: The workmanship provisions of Chapter 44, Section 44402 (High
vei&cffy Hurricane Zone) are for the purpose of providing that the rooting 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 par: of a zoning code, should be addressed as part of the agreement between the owner and the
co actor.
'- Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renail din accordance with the current provisions of Section 84.403 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.)
Common Roofs: Common roofs are those which have no visible delineation between
nefglhboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing
co Za a6/,— or and/or owner should notify the occupants of adjacent units of roofing work to be performed.
. Exposed Ceiiings: 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
nai etrations of the underside of the decking may not be acceptable.
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 peTbrmance of the new roofing system. Ponding conditions may not be evident
un . the original roofing system is removed. Ponding conditions should be corrected.
&d. overflow scuppers (wall outlets): it is required that rainwater flow off so that the roof is not
oven ailed from a build up of water. Perimeter /edge wails 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
ac=dance with the Florida Building Code, Sections 4402, 4403 and W-�. 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.
qr' !Agent's Signature Cate Contractor's Signature
Property Address Permit Number
A 1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES , ,
Job Address
• LOW Slope
• Asphaiiic Shingles
Florida Building Code Eciifl ®n 2010
elocity hurricane Zone Uniform Permit Application
,Sactl ®n A (Genaral Information)
P� ®��
® Mortar /Adhesive Set Tile
® Wood Shingles/Shakes
15.34
2010 FLORIDA BUILDING CODE -- BUILDING
ROOF ASSEL48LJES AND ROOFTOP STRUCTURES
Florida Building Code Edidon 2010
P
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•
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Roof System Manufacturer: Clay Forever
Notice of Acceptance Number: 11 - 0 7 0 7.0 3
Minimum Design Wind Pressures, if Applicable (From RAS 127 or
Calculations :
1: N/A P2:.-. N/A PS: N/A
"�. �� • -_r •�.�•! it M17. ° ;- ,: ;�!� i�1.' �: {' +•; ;�'
Deck Type: wood 1 X 6
Type Undertayment: 3 0.1 b. ASTM D-226
Roof Slope:
12
insulation: N/A
Fir® Berner: N /p,
Ridge Veen tattow Fastener Type & Spacing: 1 1 /4" R / S nails
NI
AdheslveType: 901b. ASTM/ PG500 MB Flash
Type Cap Sheet: 901b. AST*
3' Roof Covering: Spanish S Clay Tile
Mean Roo�Vft�- P Y
Type & Size 3 X 3 2 6 a.
Drip Edge:
15.36 2010 FLORIDA BUILDING CODE — BUILDING
r
MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
.BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) www•miamidade my /t/uildine/
Clay Forever
6801 NW 77 Avenue, Suite 301
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AF.).
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. BNC 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: tnsa �SCIayl�ooT�e
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 NOA consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
I-1` O— A No.: 11- 0707.03
"000W Expiration Date: 08/26/14
APPROVED: Approval Date: 10/13/11
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub- Cateaorv:
Roofing Tiles
Material:
Clay
Deck Tyne:
Wood
1. SCOPE
This new roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de
C.U. in Pimienta, Honduras and distributed by Clay Forever LLC as 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
Product
Applicant Dimensions Specifications
Description
Altusa "S" Clay Length: 18 -3/4"
High profile, one - piece, `S' shaped single roll
Roof Tile Width: 10 -3/4" ASTM C 1167
clay the with a nominal 2 -' /a inch headlap. For
varying thickness
adhesive set applications.
Trim Pieces Length: varies
Accessory trim, clay roof pieces for use at
Width: varies TAS 112
hips, rakes, ridges and valley terminations.
varying thickness
Manufactured for each tile profile.
2.1 SUBMITTED EVIDENCE:
Test Aaencv Test Identifier
Test Name/Report Date
American Test Lab of South RT0426.01 -11
ASTM C 1167 05/07/11
Florida
American Test Lab of South RT0706.01 -11
Static Uplift Testing 07/11/11
Florida
TAS 101
IBA Consultants, Inc. 2397 -116
ASTM C 1167 06/28/07
The Center for Applied 94-083
Static Uplift Testing April 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied 94-084
Static Uplift Testing May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
The Center for Applied' 25- 7200 -1
Static Uplift Testing Feb. 1995
Engineering, Inc.
TAS 102
(Quick -Drive Screws,
Battens)
The Center for Applied Project No. 307025
Wind Driven Rain Oct. 1994
Engineering, Inc. Test #MDC -78
TAS 100
Celotex Corporation Testing MTS 520649
TAS 102(A) May 2000
NOA No.: 11- 0707.03
pgppppE Cqy Expiration Date: 08/26/14
"' • Approval Date: 10/13/11
Page 2 of 9
,1 I
PRI Asphalt Technology, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
CLF- 003 -02 -01
7161 -03; Appendix III
7161 -03
Appendix H
Letter Dated Aug. 1,
1994
P0631 -01
P0402
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
TAS 102
TAS 102
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Aerodynamic Multiplier
25 -7183
25 -7094
25 -7496
25 -7584
25- 78b4b -8
25- 7804 -4 & 5
25- 7848 -6
October 2001
Dec. 1991
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March 1999
March 1995
February 1996
April 1996
December 1996
3: LINUTATIONS
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'TAS 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 underlayments 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 the applicable Building Code.
3.7 May be installed on slopes 7:12 and greater.
APPROVED;
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 3 of 9
•l
4. INSTALLATION
4.1 Altusa "S" Clay Roof Tile and its components shall be installed in strict compliance with
Roofing Application Standard RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Altusa "S" Clay Roof Tile
6.5
1.56
0.9
Table 2: Aerodynamic Multipliers - X ft
Tile
Profile
I (ft)
Batten Application
;. (ft)
Direct Deck Application
Altusa "S" Clay Roof Tile
0.253
0.28
Table 3: Restoring Moments
due to Gravi - M ft -lbf
Tile
Profile
3"• 12"
or.less .
4 "• 12"
5" • 12"
6• 12"
"
7 ": 12" or
greater
Altusa "S"
Clay Roof
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Tile
4.47
5.35
4.40
5.27
4.31
1 5.16
4.2Q
5.03
4.08
4.89
NOA No.: 11- 0707.03
Expiration Date: OV26/14
APPROVEDi
Approval Date: 10/13/11
Page 4 of 9
r�
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
Altusa "S" Clay
(Min 15132"
(Min. 19/32"
Roof Tile
plywood)
plywood)
Polyfbarn Product, Inc. Average weight per patty 8 grams.
Altusa "S"
2 -10d Ring Shank Nails
28.6
41.2
19.4
Clay Roof
Tile
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2.8
2 -10d Smooth or Screw
6.9
9.2
7.3
Shank Nails
1 .#8 Screw
28.7
28.7
18.1
248 Screws
58.2
58.2
26.8
1 -10d Smooth or Screw
23.1
23.1
19.0
Shank Nail Field Clip)
1 -10d Smooth or Screw
29.3
29.3
24.0
Shank Nail Eave Clip)
2 -10d Smooth or Screw
27.6
27.6
38.6
Shank Nails Field Clip)
2 -10d Smooth or Screw
38.1
38.1
41.8
Shank Nails Eave Clip)
1 Screw with
Altusa Clip See c
ip details
Altusa "S"
1 Screw with clip (at the
187.1
187.1
N/A
Clay Roof
Tile'
head of tile)
Altusa "S"
1 Screw with clip (at the
35.2
35.2
N/A
Clay Roof
Tile'
water course of tile)
1. Screw must be installed in the inside nail hole located nearest to the hump of the tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Altusa "S" Clay
Adhesive
29.3
Roof Tile
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfbarn Product, Inc. Average weight per patty 8 grams.
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 5 of 9
a
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile.
Tile Application
Minimum Attachment
Resistance
Altusa °S" Clay
Roof Tile
Application
Polyfoam Pol ProTm
66.5
Pol oam Pol ProTm
38,7
Pol oam Pol ProTm
52.05
4 La Me paddy placement
of 63 rams of Pol PmTm.
5 Medium paddy
placement of 24 rams of Pol Prow.
6 Large paddy placement-of
54grams of Pol PmTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Mortar Set Systems
Tile.
Tile
Attachment
Profile
Application
Resistance
Altusa "S" Clay Roof Tile
Mortar Set
24.50
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved ".
ALTUSA MADE IN HONDURAS
.LABEL FOR ALTUSA "S" CLAY ROOF TILE.
(LOCATED ON THE UNDERSIDE OF 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.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 6 of 9
1C
PROFILE DRAWINGS
""�y
ALTUSA `S' CLAY ROOF TILE
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 7 of 9
CLIP DETAms
TILE BY ALTUSA ;
(TYP-) 2412° OVERLAP
(COVERS PIN HOLE)
CLIP WITH ONE (1) SCREW
ATTACHED TO DECK
/�\ CLIP PLACEMENT DETAIL
jAPPROVED
SCREW IN THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 8 of 9
SCREW (HOLDS
CLIP ONTO DECK)
CLIP DETAILS (CON'T)
TILE BY ALTUSA
(TYP -)
U
CUP PLACEMENT DETAIL
21/2" OVERLAP
(COVERS PIN
HOLE)
SCREW IN THE INSIDE NAIL HOLE
NEAREST TO THE HUMP OF THE TILE
END OF THIS ACCEPTANCE
DECK
1 1/4" 13/4" 314"
GALVANIZED
METAL CUP
21/2" SCREW
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 9 of 9