RF-14-391Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-208179 Permit Number: RF -3-14-391
Scheduled Inspection Date: September 29, 2014 Permit Type: Roof
Inspector: Rodriguez, Jorge
Inspection Type: Final Roof
Owner: RODRIGUEZ, JOSE Work Classification: Repair Roof
Job Address: 823 NE 96 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060142790
Project: <NONE>
Contractor: PAUL KAWALEK ROOFING CO. Phone: (305)754-0191
tsunatng uepanment comments
THE REPAIRING OF A TILE ROOF LEAK LOCATED ON Infractio Passed Comments
THE WEST SIDE OVERHANG I
INSPECTOR COMMENTS False
September 26, 2014 For Inspections please call: (305)762-4949 Page 2 of 29
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
September 26, 2014 For Inspections please call: (305)762-4949 Page 2 of 29
BUILDING
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
PERMIT APPLICATIO
Permit Type: BUILDING
FBC 20
Permit No.
Permit No: � j
JOB ADDRESS: % IvE 16 *+" 5+
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): ®� �- ®��` I (� I✓(,�� Phone#:
Address: 9 01aIV F " it! (7-th Jam+
City:
State: Zip:
Tenanvlessee Name: Phone#:
Email:
CONTRACTOR:
r�Company Name: _
Address: 214p 15 , 1 b q
City:
Qualifier Name:
M
cU Phone#: 305 q5 of qI
Zip:
State Certification or Registration #: Certificate of Competency #: ®b00L /
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ a, q00 Square/Linear Footage of Work: � sq"
Type of Work: DAddition , -OAlteration ONew , ®Rep,*/Replace ODemolition
Description of Work:
Color thru d1e:
Submittal Fee $ • Permit Fee $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
0
CCF $ CO/CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW D E $ -
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.
Signature _L2,
Owner or Agent �7
The foregoing instrument was acknowledged before me this [)'
day of "3 , 201 `'i , by��s 6-- r7 --N �ZA k, L&2—
who is personally known to me or who has produced r -- k (%
As identification and who did take an oath.
NOTARY PUBLIC'
•
Sign:
Print: corn
My Commission Expires:•...3 59 ..•
" �/1rrn uWO��
SignatureINA
Contractor �A
�
The foregoing instrument was acknowledged before me this v)'
day of , 20 lam(, by E—C�-- aC
whoonally known to e S who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign::
Print =®j /1p,�
My Ci��F .
%off
APPROVED BY ( U 3/y /`� Plans Examiner Zoning
Structural Review Clerk
(Revised 5/2/2012XRevised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
MiamiShores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
MARCH 3, 2014
Permit No: RF14-391
Building Critique Review
03-04-14
Provide dimensions for the roof area to be repair.
J5 i vjl &e- b y �5' ]olio
Ismael Naranjo
Building Official
Plan review Is not complete, when all Items above are corrected, we will do a complete
plan review.
If any sheets are voided, replace them with new revised sheets and place behind the most
current page.
Miami Shares Wlagn -- -
APPROVED BY77 P
ZONING DEPT
' BLDG DEPT
Florida
Building Code Edition 2010
Section A (General Information)
Master Permit No. Process No.
Contractor's Name '01L<ia✓�®0
Job Address f I E
ROOF CATEGORY ,f
❑ Low Slope 13 Mechanically Fastened Tile Lel Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 950
ROOF TYPE
ism
❑ New Roof ❑ Reroofing ❑ Recovering lv! �1 Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Section B (Roof Pian)
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.
.- • ' �� vim � -: ._ • _, ;.. � . • ... .
Y.
V -
. %fir � - ' -• � • _ _ ' :
2010 FLORIDA BUILDING CODE
HURRICANE ZONES
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. N Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing 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 in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3._ f �_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 to be performed.
4. V Exposed Ceiling: 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
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
5. kik 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. Pounding can be an indication of structural
distress and 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. __k_,�__ Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded 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. V 9V, Ventilation: Most roof structures should have some abilityto vent natural airflow through the
interior of the structure 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.
N6W1NXA -
Owner/A nYs Signature Date Contractor Signature Date
Revised on 7/9/2009 LD
NIAINa
® MIAMI DADE 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) 315-2549
NOTICE OF ACCEPTANCE (NOA) www.miemlda4mov/buildias(
Entegra Roof Tile, Inc.
1289 NE 90' Ave.
Okeechobee, FL. 34972
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
(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. 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: Bermuda Concrete Flat 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 fled 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 Oficial.
This renews NOA # 10-0518.01 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No. 11-0414.09
Expiration Date: 06/07/16
Approval Date: 0$/26/11
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This revises a roofing system using Entegra. Flat Concrete Roof Tile, as manufactured Entegra
Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance,
designed to comply with the Florida Building Code for 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 section 4 herein. The attachment calcplations shall be done as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by
Static Uplift Testing
Test
Product
Applicant
Dimensions
Specifications
Description
Entegra Flat Tile
1=16"
TAS 112
Flat profile, interlocking, high pressure
94-060A
W= 10"
extruded.concrete roof tile equipped with
PA 101(Adhesive Set)
25-7094-2
two nail holes. For mechanical, mortar or
Oct. 1994
PA 102
adhesive set applications.
Trim Pieces
1= varies
TAS 112
Accessory trim, concrete roof pieces for use
Construction)
w = varies
at hips, rakes, ridges and valley
varying thickness
terminations. Manufactured for each tile
profile.
2.1 A ANUFACTURING LOCATION
2.1.1. Okeechobee, FL.
2.2 EVIDENCE SuBMITTED
Test Agency Test Identifier Test Name/Report Date
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
JAPPROVED
7161-03
Static Uplift Testing
Dec. 1991
Appendix HI
PA IO2 & PA 102(A) .
94-084
Static Uplift Testing
May 1994
PA 101 (Mortar Set)
94-060A
Static Uplift Testing
March, 1994
PA 101(Adhesive Set)
25-7094-2
Static Uplift Testing
Oct. 1994
PA 102
(4" Headlap, Nails, Direct Deck, New
Construction)
NOA No. 11-0414.09
Expiration Date: OW07/16
Approval Date: 05/26111
Page 2 of 6
The Center for Applied
25-7094-8
Static Uplift Testing
Oct. 1994
Engineering, Inc.
PA 102
(4" Headlap, Nails, Battens)
The Center for Applied
25-7094-5
Static Uplift Testing
Oct. 1994
Engineering, Inc.
PA 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
The Center for Applied
25-7183-6
Static Uplift Testing
Feb. 1995
Engineering, Inc.
PA 102
(2 Quik -Drive Screws, Direct Deck)
The Center for Applied
25-7183-5
Static Uplift Testing
Feb. 1995
Engineering, Inc.
PA 102
(2 Quik -Drive Screws, Battens)
The Center for Applied
25-7214-1
Static Uplift Testing
March, 1995
Engineering, Inc.
PA 102
(1 Quik -Drive Screw, Direct Deck)
The Center for Applied
25-7214-5
Static Uplift Testing
March, 1995
Engineering, Inc.
PA 102
(1 Quik -Drive Screw, Battens)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix 11
PA 108 (Nail -On)
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel Testing
Aug. 1994
1994
PA 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
PA 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of
Sept, 1993
screw vs. smooth shank nails
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC -77
PA 100
Atlanta Testing &
R1.894
Physical Properties
Aug. 1994
Engineering, Inc.
R2.894
PA 112
83.894
Professional Service
395-40011-1
Physical Properties
Feb 2004
Industries, Inc.
PA 112
Celotex Corporation
520109-1
Static Uplift Testing
Dec. 1998
Testing Service
520111-4
PA 101
Celotex Corporation
520191-1
Static Uplift Testing
March 1999
Testing Service .
PA 101
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
March 2004
Walker Engineering, Inc.
Evaluation Calculations
25-7094
Feb 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7584
December
25-7804b-8
1996
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moment, M�
March 2004
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set System
April 1999
Nutting Engineers
13343.1
TAS 112
05/06/08
NOA No. 11-0414.09
Expiration Date: 06/07/16
muffle
MUM Approval Date: 05/26/11
Page 3 of 6
3. LuviITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set file 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 W. Such testing shall be submitted to
the Building and Neighborhood Compliance Department — Product Control Section 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 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance
with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations.
Table 1: Average Weight (IN) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf) Length -I (ft)
1 1
Width -w (ft)
1
Entegra Flat Tile
9.7 1.33
.833
Table 2: Aerodynamic amic Multi liers -,A%, ft
Tile
Profile
x(ft)
Batten Application
Direct Deck Apolication
Entegra Flat Tile
0.189
.0.205
Table 3: ring Moments
due to Grav
- M ft4
Tile
Profile
3"A r
4"A r
5":12"
6":12"
Greater than
7":12"
Entegra Flat
Tile
Battens
Direct
Deck
Battens Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens Direct
Deck
6.53
6.97
6.43 6.86
6.29
6.71
6.14
6.54
6.97 6.35
NOA No. 11-0414.09
Expiration Date: 06WI16
Approval Date: 05!26/11
Page 4 of 6
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19132" plywood)
Battens
Entegra
Flat Tile
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw
Shank Nails
14.0
18.8
7.4'
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw
Shank Nail Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw
Shank Nail Eave CI'
19.0
19.0
22.1
2-10d Smooth or Screw
Shank Nails Field Clip)
35.5
36.5
34.8
2-10d Smooth or Screw
Shank Nalis Eave Clip)
31.9
31.9
32.2
2-10d Ring Shank Nails 50.3 86.6 48.3
1 installation with a V file haaftp and fastemers are located a min. of ZV from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mi (ft-lbt)
for Two Pa Adhesive Set ems
Tile
Profile
Tile Application
Minimum Attachment Resistance
En!qgra Fiat Tile
Adhesive
31.3
2 See manufactures ponent approval for installation requirements.
3 ReAble Products Company Til®Bond Average weight per patty 13.9 grams.
PoIjLbM Prodt4 Inc. Average weight per patty 8 grams.
kPPROVEDI
NOA No. 11-0414.09
Expiration Date: 06/07/16
Approval Date: 05/26/11
Page 5 of 6
Table 6: Attachment Resistance Expressed as a Moment - Mt (ft Ibf)
for Single P Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Entegra Fiat
Pal ProTm
118.9
Tile
PolyProTm
40.4
4 Large paddy
placement of 45 rams of Poi roT".
5 Medium paddy placement of 24 grams of Po Pro's".
kPPROVEDI
NOA No. 11-0414.09
Expiration Date: 06/07/16
Approval Date: 05/26/11
Page 5 of 6
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".
ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
61 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.
PROFILE DRAWING
ENTEGRA "FLAT" CONCRETE ROOF TILE
i= 16" 01
10'
FIELD TILE
r 16"
Tnlcx BUTT TILE
END OF THIS ACCEPTANCE
NOA No. 11-0414.0,9
Expiration Date: 06/47/16
Approval Date:, 0S/7.6/11
Page 6 of 6