RF-13-1181Miami Shores Village
Building Department
10 050 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: BUILDING
JOB ADDRESS: 379 N.E. 94 Street
Permit No.
JAN 0 7 2014
FBC 20
Master Permit No. RF -5-1 3 -1181
Permit Renewal
ROOFING
City: Miami Shores County: Miami Dade Zip:
Fao/Parcew 11-3206-013-6130
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): Wi l l ai m J ..Jones Phone#: (3 0 5) 877-2456
Address: 379 N.E. 94 Street
City: Miami Shores State: FloridaZip: 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: FloridaZip: 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 01 7 8 8 9
Contact Phone#: ( 3 0 5 ) 953-3333 Email Address: qualityroofing88@yahoo.com
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: DAddition DAlteration DNew DRepair/Replace ODemolition
Description of Work: Permit Renewal
Color thru tile:
Submittal Fee $ Permit Fee $ Q• CCF $ CO/CC $
Scanning Fee $ ? • Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 163• DCS I
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 trust
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 SignatureAz�
<'
Owner1149/eV Contractor
The f;MrtL)&-#-
�l •d
ing instrument was acknowledged before me this �" The foregoing instrument was acknowged before me this-(
LAIday o 20 14 by w LLA -A � -3 . 71ALM—S, day of , 20 �, by
who is rsonall mown to me r who has produced o is persona y known to me oNthoNs prNc ? `
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Y A,, Maria del Carmen Contreras
Sign: S. :
n
Print: QN �.(iNT�. P ''
My Commission Expires: MlYQssion Ex
%ares, July 26, 2016 �w
�x�+�km*u��us,�c+e�aua+xsnM�m���x� � . �x�a• S� �a�:x*a�u�xm�kws�a�xe�x�*+��x�,u��xxxk��awxx�+mMma�s��w���u�+x+msx+xmx&e+�+�+k
APPROVED BY Plans Examiner
Structural Review Cler
(Revised 3/12t2012)(Revised 07/10/07)(Revised 06tIO/2009)(Revised 3/15/09)
APPLICATIONVERMIT
1> 0 Q
Pe,rmitTnn:BUILDING 1
Permit No.
MAY 2 9 013
I
Master Permit N®. 13 I ) �- I
c�wnees Name (Fee Simple Titleholder) William J. Jones Phone # (3 0 5) 877-2456
®wneesAddress 379 N.E. 94 Street
City Mi ami Shores State P-1 or i d a Zip 33138
TenanvUssee ie?time Phone #
Email
Job Address (where the work is being done) 379 N z E . 94 Street
City __ jViiatni Shores Village County. iami--Dade Zip 33138
FoLlo/PARCEL# 11-32065-013-613n
U 13nUding Htstorically Designaated ' YES Flood Zone
Canntra,fti•"s Company N..Quality Roofing Contractor, Inc. Phone # ( 305) 953-3333
Contractor's Address 13800 N.W. 18t 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
Contact Phone ( 305) 953-3333 E-mail
ArchitectlEngineer°s Name (if applicable) Phone #
Value of Work For this Permit $ $1,,700.00 Square / Linear Footage Of Work: 1 /2sa.
Type Of Work: ®Addition MAlteration ®Nee✓ Repair/Replace ❑ Demolition
Describe Work: _ e ai r 1 oat-deck rnnf 1:4-., drainage. - - --- -
Repai.r 1. where flat meets tiles of overhang, will need to
removetiles to do repairs.
pJ
Submittal Fee $ Permit Fee $ d CCF S Co/CC $
Notary $ Trg/Education Fee $ Technology Fee $
Sc=nbg $ Radon $ DPER S Bond $
Double Fee $ Wolation date:- ��.
Structural Review. $ Totafl Fee Now Dane $
See Reverse side a
Bonding Company's Name (if applicable)
Banding 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 infcrmation is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
Notice to Asplicant. As a condition to the issuance of a building permit wuh an wtimuated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and constriction lien law brochure will be delivered to the person
whose properly is subject to attachment. Also, a certified copy of the recorded notice of Commencement must be posted at the job site
for the fust inspection which occurs seven ('I) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature
er Ag
The foregoing instrument was owledged before me this
day of 2013 by W AA& '�Y_—>�
who wnto who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: '
Print: tz-e
My Commission Expires: DORIS�NEM
Mgm
0.__V no'nus: JroZ. 2016
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of --KN 20)3_, by$i.�
who is personally to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign: /v
Print: NOTARY PUBLIC•STATE OF�A
e an ez
My Commission Expireff: Coli7mission #DD930046
Expires: OCT. 10, 2013
BONDED THRU ATUN"nC B0\DINO CO., INC,
aY�B�esYsYa4aSraboY�t�oSftY�trrboY�k�a&�sk�kJcsk Ic�Yde3r3etkak�l3skak�k.Ydnkak�i6dn[�YdY�3rk�Sr�Te�kaY�st�dcs?kaY�rbrsYaY%7k�ksk�Cd�s4dr�sFsirokdcsYsYtYsYdtak���T�,k�tratc�YtFs�tksYdr�sbdcdcs�ak�rdr3�tcstr
APPROVED BY Plans Examiner
(Revised 07/10/07XRevised 06/10=09)
Zoning
Clerk checked
4: T
M,arni Shores Village
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I I
APPRO\,EO I BY I ' DATE
•
771 a j
P.ERMIT #:
I tv a IT, ic, I
Tha—mi 9 7io—res
-minnow
15.34 2010 FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2010
Fggh4elo ft Hurricane Zone UnMwm Penni* AMUm ion Foran.
Section D (Sleen-Mlobed Roof Svsteml
Exitinq Tile Roc
Roof System Manufacturer: Lamoti Roof Tile
Notice of Acceptance Number: 12-0207.02
Minimum Design Wind Pressures, If Applicable (Froin RAS 127 or
CalCulatiOnSFl: N/A P2: P& N/A
�. �yc� i • !��! a ''i• �,' ."-!111 �� _ ,:' '• . ;
\DeckType: wood 1 X 6
e Underlayment 1 301b. ASTM D-226
Roof Slope:
12Insulation:
N/A
Fre Barrier: N A
Ridge VN rylation? Fastener Type & Spacing: 1 1/4" R / S na i 1 s
//AAdhesive Type: FType 1V mopping asphalt
__-•- -- - Type Cap Sheep 901b. ASTM
' Roof Covering:
' Mean Roof Height» 13 Barrel the
Type & Size 3 X 3 26 ga.
®rip Edge:
galvanized
15416 2010 FLOFWA BUILDING CODE — BUILDING
MIAMN AM
r MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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.eov/oera
Lamoti Roof Tile, Inc.
1390 NW 29 Street
Miami, FL. 33142
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 PERA - Product Control Section 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. PERA 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: Barrel High Profile 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# 06-1214.07 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: High Profile Roofing Tiles
Material: Concrete
1. SCOPE
This renews a roofing system using Lamoti Barrel High Profile Concrete Tile, as manufactured by Lamoti Roof
Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code.
For the 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 attachement calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Barrel Concrete Tile Length: 18" TAS 112 High profile, two piece, concrete roof tile. For
Width: 8 %" direct deck, adhesive set applications only.
Thickness : '/z"
Trim Pieces 1= varies TAS 112
w = varies
varying thickness
2. 1 PRODUCT DESCRIPTION
1. Miami, FL.
2.2 SUBMITTED EVIDENCE:
Test Aeency Test Identifier
IBA Consultants, Inc. 2358-54
American Test Labs of South RT0511.02-12
Florida
Accessory trim, concrete roof pieces for use at hips,
rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report Date
TAS -101 05/08/07
TAS -112 05/16/12
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 2 of 5
3. LEM ITATIONS
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 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 2":12" to 7":12"
4. INSTALLATION
4.1 Lamoti `Barrel high Profile 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)
1
Length -I (ft) Width -w (ft)
1
Barrel High Profile Concrete Tile
8.1
1.50 0.73
Table 2: Aerodynamic Multipliers - 7. (ft)
Tile
Profile
). (f3)
Batten Application
). (ft3)
Direct Deck Application
Barrel High Profile Concrete Tile
N/A
0.23
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile
2":12" 3":12"
4":12" 5":12" 6":12"
Greater than
Profile
77.87
1 Paddy placement of 37 grams of Polypro AH 160Tm for pan tile, 17.5 grams on each side for cap ties.
7":12"
Barrel High
Direct Deck Direct Deck
Direct Deck Direct Deck Direct Deck
Direct Deck
Profile
5.66 5.56
5.43 5.25 5.01
4.72
Concrete
Tile
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barrel High Profile Concrete Tile
Polyfoam Polypro AH 160'rm
77.87
1 Paddy placement of 37 grams of Polypro AH 160Tm for pan tile, 17.5 grams on each side for cap ties.
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 3 of 5
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
LAMOTI BARREL CONCRETE TILE LABEL
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQummENTS
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.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 4 of 5
;r?
PROFILE DRAWINGS
75"
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�BoO�c
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75"
LAMOTI ROOF TILE "BARREL CONCRETE TILE"
END OF THIS ACCEPTANCE
2"
M
18"
NOA No.: 12-0207.02
raar��•�aoe Counmr
gp.
E iration Date: 03/14/17
• •
Approval Date: 05/31/12
Page 5 of 5
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 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 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
providi 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 h&cordance with the current provisions of Section R4403. (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 (Le , townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner sh uld 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 view om 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 Inot drain well and may
cause wit r to pond (accumulate) in low-lying areas of the roof. Pounding can bean indiction of structural
distress a 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
overload d from a buildup of water. Perimetededge 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 f e structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. may be beneficial to consider additional venting which can result in extending the service life of the
roof.
" I I � �
S�
Owme e s Date
Revised on 7/9/2009 LD
/+ /3
Contractor Signature Date