RF-14-701Miami 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
FIBC 20 L�
Permit No.
Master Permit No. CAC 1'1 - --l.c)
Permit Type: BUILDING ROOFING
JOB ADDRESS: 12 0 0 N. E. 1 0 2 Street
City: Miami Shores County: Miami Dade Zip: 3 31 3 8
Folio/Parcel #: 1 1 -3205 - 025 -001 0
Is the Building Historically Designated: Yes NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): Ernest C. Hinterkopf Phone#: (305) 754 -9119
Address: 1200 N. E. 102 S t r e e t
City: Miami Shores State: Florida Zip: 33138
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name: Qiia1ity Roofing Contractor, Inc. Phone #: (305) 953 -3333
Address: 13800 N.W. 1st Avenue
City: Miami
Qualifier Name: Carlos Arocho
State Certification or Registration #: RC0058627
State: Elori da Zip: 33168
Phone #: (786) 367 -2029
Certificate of Competency #: 000017R R9
Contact Phone#: ( 305) 953 -3333 Email Address: qualityroofing8A @yahnn , ran
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 2.300.00 Square/Linear Footage of Work: 1 /2sgf _
Type of Work: °Addition °Alteration °New ®Repair/Replace °Demolition
Description of Work: Repair leak at left side over garage rnnf a1- wa11 fl aching_
Color thru tile:
********* ** ***** ***+x***** ****** ******* *pees **** x***** **+ x***** * ****+x**+x*****+x **+x****a ***
Submittal Fee $ 50 p Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ b"4.-0/5
1
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 A1'iYUAVIT: 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 pI4.. 0/1:./Y/2-2(
Owner or Agent
The foregoing instrument was acknowledged before me this o2.
day of Ap--L` , 20 by ern,ob�J 9i,,4il D
who is perssigy.known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Signature
Contractor
The foregoing instrument was acknowledged before me this a
day of ,20iiL,byfo¢ ,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expire
�k+ N�h�NN��N* �R�Nc� +A+I�+N�v *+k**** *+N�k+�H� *** **w****** �v+:+ k+ a�Ns i�*+ N�k+ h+ ��aw �N�k****+ N+ xxa�k�kk�K��k�Nw �N +kN�wN��k+1��M�k+h�h�a********
APPROVED BY Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07110 /07)(Revised 06/10/2009)(Revised 3/15/09)
Zoning
Clerk
ROOF ASSEMBLE = :::;`''4' TOP STRUCTURES .:..
Miami Shores Village
DATE
Florida Building Co
hVelocity Hurricane Zone Unif
Contra
SUBJECT TO p WITH ALL FEDERAL
STATE AND COL INTY RULES AND REGULATIONS
Name pia1ita Pmfing C ntrarthr
Job Address 1200 N.E. 102 Street
ROOF CATEGORY
D LOIN Siopa Mechanically Fastened Tile
s Metal Panel/Shi Aes
A
D New Roof
D Reroofing
0, Prescriptive BUR -RAS 150
ROOF TAPE . •
D Recovering
ROOF SYSTEM
INFORMATION
D Mortar /Adhesive Set Tile
t3 Wood Shingles/Shakes
IX Repair D Maintenance
Low Slope Roof Area (SF) N/A Steep Sloped Roof Area (SF) 1 /2sq.
. Section B (R of Pan)
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.
Total (SF) 1/2sq.
15.34
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■ter ,,,,
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immlummumumniammumummiiiimum
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2010 FLORIDA BUILDING CODE -- BUILDINC
ROOF ASSEMBLIES AN
15.38
ROOFTOP STRUCTURES
Florida Building Code Edition 209
High-Velocity Hurricane Zone Uniform Permit Application Form.
*Existing Tile Roof* Section D (Steep S90 d Roof System)
Roof System Manufacturer: Lamoti Roof Tile
otice of Acceptance Number: 11- 0128.04
Minimum Design Wind Pressures, if Applicable (Fr,. m RAS 127 or
Calculations):
pi: , -39.1 P2: - -68.1 P3: -100.7
Roof Slope:
12
S led Roof Sv sn scri lion
Deck Type:
wood 1 x 6
Type Underlayment:
Ridge Ventilation?
N/A
Insulation:
301b. ASTM
N/A
Fire Barrier:
Mean Roof Height: 13'
N/A
Fastener Type & Spacing:
Adhesive Type:
1 1/4" R/S nails
self adhering
Type Cap Sheet:
Polystick TU Plus
Roof Covering:
Flat Bermuda White Tile
Type & Size
Drip Edge:
3 X 3 26ga.
2010 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High- Velocity Hurricane Zone Uniform Permit Application Form.
jjng Ti1P - Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(Pe -39 -1 xx..0.23_ R C ) -Mg• 9_49 =MI 3_90
(p2r68.1 x x 0.23 i5.66 ).Mg ; 5.49 =ma 10.17
(1)3r11l(1-7x a. 0.23_Q3.16 ).Mg: 9.49 =143 17_h7
Product Approval Mf 7QJ() Itrx,'tcsx szt
Product Approval Mf 70.70 mortar sat
Product Approval Mf 70.70 mortar set
Method 2 "Simplified The Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height -S
Roof Slope
15'
20'
25'
30'
40'
2 :12
34.4
36.5
38.2
39.7
42.2
. 3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6 :12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values fore' with the values forPr.If the F'values are greater than or equal to the Fr values,
for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based fide Calculations Per RAS 127"
(pt; x L = - x w: = _� - W: x cos 8 = Fri Product Approval 1:
(P2: x L = - x w: _ ,__) - W: x cos 8 = F2 Product Approval F'
(P3: • x L = x w: = _y - W: x cos 8 = Fi3 Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 orby an engineering analysis prepared by PBbased on ASCB7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
d
Product Approval
Restoring Moment due to Gravity
M8
Product Approval
Attachment Resistance
Mt.
Product Approval
Required Moment Resistance
M$
Calculated
Minimum Attachiaeat Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
. Average Tile Weight
W
Product Approval
Tile Dimensions
L _ length
W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
2010 FLORIDA BUILDING CODE - BUILDING
15.37
MIAMI•0
COUNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Lamoti Roof Tile
1360 N.W. 29th st.
Miami, FL 33142
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/building/
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:``Elat Bermuda Concrete 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- 0109.01 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
MIAM •DADE COUNTY
APPROVED
NOA` No.:11- 0118.04
, - Expiration- "1 ate: 12/DY/!G
ApprovaCDate: 03/1141
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE:
This renews a roofing system using Lamoti "Flat Bermuda ", as manufactured Lamoti Roof Tile,
Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the Florida
Building Code, High Velocity Hurricane Zone. For the locations where the pressure
requirements, as determined by applicable Building Code does not exceed the design pressure
values obtain by calculations in compliance with RAS 127 using the values listed in table. 2
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Applicant Dimensions
Flat Bermuda Length : 16"
Concrete Tile Width : 10"
Thickness : '/z"
Trim Pieces Length : varies
Width : varies
Varying
thickness
Test Product
Specifications, Description
TAS 112 Flat profile, interlocking, concrete roof
tile. For direct deck, mortar or adhesive
set applications only.
TAS 112 Accessory trim, concrete roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
2.1 EVIDENCE SUBMITTED:
Test Agency Test Identifier
Testwell Craig Laboratories & Lab #: QC-4
Consultants, Inc.
IBA Consultants, Inc. 2358 -45
Testwell Craig Laboratories &
Consultants, Inc.
Lab #: QC -7
Tech: M. Presciti
Test Name/Report
Static Uplift Testing
TAS 101
(Mortar Set)
Static Uplift Testing
TAS 101
(Adhesive Set)
Physical Properties
TAS 112
Date
May 1995
08/05/05
May 1995
NOA No.:11- 0128.04
Expiration Date: 02/01/16
Approval Date: 03/17/11
Page 2 of 5
3. LINIITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS
106 may required, refer to applicable building code.
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.
4. INSTALLATION:
4.1 Lamoti `Flat Bermuda Concrete 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 (I x w)
Tile Profile
Weight W (Ibf)
Length -1 (feet)
Width -w (feet)
Flat Bermuda Concrete Tile
7.20
1.36
0.84
Table 2: Aerodynamic Multipliers - A.
ft3)
Tile
Profile
A. (ft3)
Batten Application
A. (ft3)
Direct Deck Application
0.23
Flat Bermuda Concrete Tile
N/A
Table 3: Restoring Moments due to Gravity - Ma
(ft-Ibf) 1
Tile
Profile
2 ":12"
3 " :12"
4 ":12"
3 ":12"
6 " :12"
7 ":12" or
greater
Flat
Bermuda
Concrete
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
_
Direct
Deck
Battens
Direct
Deck
N/A
5.56
N/A
5.49
N/A
5.39
N/A
5.24
N/A
5.03
N/A
4.77
NOA No.:11- 0128.04
Expiration Date: 02/01/16
Approval Date: 03/17/11
Page 3 of 5
Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Fiat Bermuda Concrete Tile
Polyfoam PolyProT""
50.681
1 Large paddy placement of 26.7grams of PolyProTM.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Flat Bermuda Concrete Tile
Mortar Set'
70.70
5. LABELING :
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved ".
LRT
FLAT BERMUDA CONCRETE TILE
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 Building Official or Applicable building code in
order to properly evaluate the installation of this system.
NOA No.:11- 0128.04
Expiration Date: 02101/16
Approval Date: 03/17/11
Page 4 of 5
0
PROFILE DRAWING
LAMOTI ROOF TILE "FLAT BERMUDA"
END OF THIS ACCEPTANCE
NOA No.:11- 0128.04
Expiration Date: 02/01/16
Approval Date: 03/17/11
Page 5 of 5
SECTI*N 4402
HOG? s VELOCITY HU ROCANE ZONES REQUIRE NERS NOTIFICATION FOR ROOFING
CktNSIDERATIONS
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. 'ohs - ownef s initiat-im esYhtat rye
Aesthetics- W<.;rkmanship: 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.
4e,% Renaiiing 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
Flori a Building Code. (The roof deck is usually concealed prior to removing the existing roof system.)
Comm <•,n Roofs: Common roofs are those which hays no visible delineation between
neighboririf units (1.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.
44-Exposed CeI ings: Exposed, open beam ceilings are where the underside of the roof decking
can be vieOed 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.
4 onding Water: The current roof system and/or deck of the building may not drain well and
may taus 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 per€ormance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected.
Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloads 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.
2
Ventilation: Most roof structures should have some ability to vent natural airflow through the
Interior of i ,e 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 /Agent's Signature
,r0
(12c?o
1i / a / /
Date Contractor's Signature
oper Address Permit Number
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 210491 Permit Number: RF -4 -14 -701
Scheduled Inspection Date: May 27, 2014
Inspector. Rodriguez, Jorge
Owner: HINTERKOPF, ERNEST
Job Address: 1200 NE 102 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 1132050250010
Phone: (305)953 -3333
Building Department Comments
REPAIR LEAK AT LEFT SIDE OVER GARAGE ROOF AT
WALL FLASHING
Infractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
May 23, 2014
For Inspections please call: (305)762 -4949
Page 6 of 22