RF-14-494Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 208918
Scheduled Inspection Date: March 28, 2014
Inspector: Rodriguez, Jorge
Owner: PIPER, SHERYL & MARK
Job Address: 1311 NE 103 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Iswiamg uepartment comments
REPAIR NE TILE VALLEY (19') LEAKAGE 9"
TERRACOTTA
Permit Number: RF- 3- 14-494
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132050300110
INSPECTOR COMMENTS False
Phone: 305 - 757 -2612
March 27, 2014 For Inspections please call: (305)762 -4949 Page 13 of 23
Inspector Comments
Passed 10
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 27, 2014 For Inspections please call: (305)762 -4949 Page 13 of 23
IL
r
Miami Shores Village ' 01 I
Building Departme
10050 N.E.2nd Avenue, Miami Shores, Flo ' 33138
Tel: (305) 795.2204 Fax: (305) 756. 972
INSPECTION'S PHONE NUMBER: (305 62.4949,&
&
PERMIT APPLICATION
Permit Type: BUILDING
FBC 20
Permit No.
Master Permit No .E I
(ROOFING
JOB ADDRESS: 1311 NE 1 O 3 S c�'RR16y=rr
City: Miami Shores County: Miami Dade Zip: °
Folio/Parcel#: a2Q
Is the Building Historically Designated: Yes _
OWNER: Name (Fee Simple Titleholder):,
NO ✓ Flood Zone:
,e_
fe��_ 9.) /j
City: State:
Tenant/Lessee Name: Phone#:
Email:
1
CONTRACTOR: Company Name: �t�'�/✓�tsT ✓v ¢'i Phone#: 3&r 7,i"7 °'®d%
Address: Z it A.F_ a % .Sf
City: % 6 " State: �C Zip: �Z ?f � a
Qualifier Name:
Phone#•
State Certification or Registration #: rcr ®/ &!�3 166 Certificate of Compete y #: 4200 ®® I
Contact Phon T�� -a& 2, Email Address: OhLlzhl a =
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ `:2 3 T 7, 0" Square/Linear Footage of Work: I&
Type of Work: ❑Addition ❑Alteration ❑New *ep.*/Rep1a je ❑Demolition
Description of Work:
tM
Submittal Fee
Scanning Fee $
Permit Fee $
Radon Fee $
CCF $ CO /CC $
DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ (D . 90
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 be approved and a reinspection fee will be charged. A �
Signature
OW4 or Agent
The foregoing instrument was acknowledged before me this
day of /i.Cf-/ , 20 %! , by Emialt
who is personally known to me or who has produced
As identification and who did take an oath.
Contractor
The f going instrument was acknowledged before me thi
day of � 20 l by _ ,Ma D A JAA
who is person l own to me or who has produced
identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign:
E L. FULF,
Sign:
Print: Sk ��
= rQ` %' Public t state of
Prin
My Commission Exp
a:- commissipn # EE 849356
,, .
My
Sandra e Hart
�a sion FF 010644
of ��op;
Bonded Though National Notarq Assn.
aad� �rzc��
APPROVED BY
l Plans Examiner
Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Owner's Notification Form HVHZ 2010
e
MAR 1 2 ®14
"Delivering Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICAT G CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing c or to provide the owner
with the required roofing permit, and to explain to the owner the content of this...1ction. _ The provisions of
Chapter 15 of the Florida Building Code, Building govern the minimum re a 'fir n " is t, ds of the
industry for roofing system installations. Additionally, the following items s es a as part of the
agreement between the owner and.the contractor. The owner's initial in the d s' t d ace i dicates that the
item has been explained.
P 1. Aesthetics - workmanship: The workmanship provisions of C �r.16 ( e o ty Hurricane
Zone) are for the purpose of providing that the roofing system meets the whin es and ter intrusion
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.
P 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
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.
o 'Q 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. The owner provides the option of
maintaining this 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. 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 requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
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. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
Owner's /Agent's Si€
Contractor's Signatt
Property Address:
Dumber:
I�
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1525
HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
9
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concret or Cla le
A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other t e,
As Applicable
1,2,3,4,5,6,7
I
ATTACHMENTS REQUIRED: T
I.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limltations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or N Applicable, RAS 127 or RAS
126
4.
Other Component of Product Approval
5.
Municipal Permit Application
S.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
2010 FLORIDA BUILDING CODE — BUILDING 15.33
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. / Process No.
Contractor's Name %-2c® �/ �✓�
Job Address iX7 .Z.1
ROOF CATEGORY
❑ Low Slope
❑ Asphaltic Shingles
❑ New Roof ❑ Reroofing
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering
ROOF SYSTEM
INFORMATION
/
�1 Mortar /Adhesive Set Tile
❑` Wood Shingles/Shakes
Repair ❑ Maintenance
Low Slope Roof Area (SF) Steep I ped_Roof Area (SF) Total (SF)
Section B (Roof Plan)
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.
15.34 2010 FLORIDA BUILDING CODE -- BUILDING
d
a.
c
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof Sysl%W
Roof System Manufacturer: vC c
Notice of Acceptance Number: //' 6 /)- F-' 6 V
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations :
1 • �o Y-3 P2• a %d P3• r
Steep Sloped Roof System Description
Deck Type: Joe �
Type Underlayment: L 3
R i lope: t---
:12 Insulation:
Fire Barrier:
Ridge V n4 lation? Fastener Type & Spacing: W --tm e
N Adhesive Type:
-=— -� Type Cap Sheet: ' t®
Mean Roof Height: Z Roof Covering:
P ses! _ ri -PV2 AA 4C-IA `A
Type &Size
Drip Edge: `=t
i�15.36 2010 FLOR1nA Will nlMf-' rnnc _ w m nuNs
f
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based Life systems, choose either Method 1 or 2. 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"
(P . x 1 t _414) • Mg: {o" 7 M,t f_ Product Approval Mt `�f�%�° f O
(P2: (D o ° I x 103 Mg: J as 5 - K2 6 Product Approval Mf
(P3: �e , ^x 1 t � j - Mg: �e�i I = N z/ / r fF d Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Aomoual Mr
Mr required Moment Resistants"
Mean Root Height —>
Roof slope
15'
20'
25'
W.
40'
2:12
34.4
38.5
38.2
39.7
42.2
3:12
32.2
34A
38.0
37A
39.8
4.12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.8
32.8
34.9
8:12
28.4
28.0
29.4
30.5
32.4
7:12
24A
25.9
27.1
282
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. Computed the values for F with the values for Fr If the F values are greater than or equal to the Fr values.
for each toes of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt: x L _ x w: = - W: x cos 8 -=Fr, Product Approval I°
(132: x L = x w: = _) - W: x cos B = Fr2 Product Approval F'
(P3: x L = x w: = - W: x cos 8 = Fr3 Product Approval F
Where to
O Main Inf rm ti n
Description
Svmbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Tabl elorbyanenginceringanalysis prepared byPE based onASCE7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
x
Product Approval
Restoring Moment due to Gravity
M
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
Z=
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Ti le 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
MIAMbD�ADE
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miam4-Florida 33175 -2474
T. (786) 315 -2590 • F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade¢ov/buildind
Lamotl Roof Tile
1360 N.W. 29h st.
Miami, FL 33142
SCOPE:
This NOA is being issued under the applicable rules and tegulations 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: Flat 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.
NOA No.:11- 0128.04
Expiration Date: 02101/16
Approval Date: 03/17/11
Page i of 5
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
I. 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
Test
Product
Applicant
Dimensions Suecifteations
Description
Flat Bermuda
Length : 16" TAS 112
Flat profile, interlocking, concrete roof
Concrete Tile
Width: 10"
tile. For direct deck, mortar or adhesive
Thickness :'/2'
set applications only.
Trim Pieces
Length: varies TAS 112
Accessory trim, concrete roof pieces for
Width: varies
use at hips, rakes, ridges and valley
Varying
terminations. Manufactured for each file
thickness
profile.
2.1 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report Date
Testwell Craig Laboratories & Lab #: QC -4
Static Uplift Testing May 1995
Consultants, Inc.
TAS 101
(Mortar Set)
IBA Consultants, Inc.
2358 -45
Static Uplift Testing 08/05/05
TAS 101
(Adhesive Set)
Testwell Craig Laboratories & Lab #: QC-7
Physical Properties May 1995
Consultants, Inc.
Tech: M. Presciti
TAS 112
NOA NoA 1- 0128.04
Expiration Date: 02/01/16
Approval Date: 03117/11
Page 2 of 5
I LIIVIITATIONS:
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.
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 Ofice 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 Lamod `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 (VI) and Dimensions (I x w)
Tile Profile Wei ht W Ib Len -I feet Width -w feet
Flat Bermuda Concrete Tile 7.20 1.36 0.84
Table 2: Aerodynamic Multipliers -;L
ft
Tile
Profile
;L (ft)
Batten Application
x (f e)
Direct Deck Application
Fiat Bermuda Concrete Tile
N/A
0.23
Table
3: Restorin
g Moments due to Gravity - M ft -lb
Tile
Profile
2 19:12"
3 11•12"
4 11•12"
6 "A r'
.6 "•12"
7 11•12" or
reater
Flat
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Bermuda
Deck
Deck
Deck
Deck
Deck
Deck
N/A
5.56
WA
5.49
NIA
5.39
NIA
5.24
NIA
5.03
NIA
4.77
Concrete
Tile
1
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 - Mf (ft -lbf
for Ingle ?j_q Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Application
Resistance
Fiat Bermuda Concrete Tile
Polyfoam PolyProTm
60.68
1 Larne peddy placement of 28.7 rams of Pow row.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
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. BUMDING 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
MWMI-EMOECOUNTY Expiration Date: 02/01116
Approval Date: 03/17/11
Page 4 of 5
/;,.Is
PROFILE DRAWING
APPROVED
.A
LAMOTI ROOK TILE "FLAT BERMUDA"
END OF THIS ACCEPTANCE
NOA No.:11- 012 &04
Expiration Date: 02/01/16
Approval Date: 03/17/11
Page 5 of 5