RF-13-1028 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-191242 Permit Number: RF-5-13-1028
Scheduled Inspection Date: August 26,2013 Permit Type: Roof
Inspector: Rodriguez,Jorge Inspection Type: Final Roof
Owner: TUDELA,ALBERTO&JAVIERA Work Classification: Repair Roof
Job Address:537 NE 96 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060171570
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612
Building Department Comments
REPAIR LEAK AROUND CHIMNEY RELAY TILE WHILE Infractio Passed Comments
COLOR THRU INSPECTOR COMMENTS False
Inspector Comments
Passed XM
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
August 23,2013 For Inspections please call: (305)7624949 Page 4 of 24
' Miami Shores Village p
n Building Department MAY 10 2093
0050 N.E.2nd Avenue Miami Shores Florida 33138
`_✓'� 7 , o 000 000_0000000�00�
Tel:(305)795.2204 Fax:(305)756.8972 I='Y
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permit No. i 0 zz
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING =ROOFING
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip: ��1
Folio/Parcel#: a 7 ze
Is the Building Historically Designated:Yes ✓ NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): ( �U Phone#: q5T'qb5,- j/j
Address:AMU(
City: t S State: Zip: -3S 1-37
Tenant/Lessee Name: AIA— Phone#:
Email: �' �• �/CZ
CONTRACTOR:Company Name: eA/ a ✓ �� V) Phone#: --?-o
Address:
City: Aj / AW e State: �� Zip:
Qualifier Name: f,4 �'l� � Y!°"lek Phone#: 3o3' 7 7 �1--
State Certification or Registration#: L- L 1 &f 3�0 t Certificate of Competency#:WO ad f y
Contact Phone#: Email Address: P��1�a�`✓'�D -�J In &
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$—&p Square/LinearF000ttage of Work: to
�
Type of Work: ❑Addition ❑Alteration ❑New 18Repair/Replace ❑Demolition
:
Description of Wor di J Co" It 41 d CA-u, C,
of me
Color thru tile:
x„xx,x��*x�x�xxx+xx+x,xxa,x,xx�+��xx�xxxx�x+xxx�F�x+xx�x,x+n,xx,x,xx,x,x�,x��x����xx,x��xxxxnx�m�xx,xxxxx
Submittal Fee$ Permit Fee$ ID CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
Bonding Company°s Name(if applicable)
Bonding Company's Address
City Stage zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State zip
Application is hereby ma o 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 CONDMONERS,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 Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this �4
day of .20 a,by day of ,20. y ,
who is personally known to me or who has produced who is pe onally known to me or who has produced
As identification and who did take an oath. a �as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: op
Print:. v-I !! 60 Print 4L-4� r b !_
My Commissio N QA�11 1NE DY My Commission Expires:
Ndry •no 0 A011N CATHERINE A.Ol i
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Notary P -8Me td
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1 FF$417
APPROVED B Examiner ning
Structural Review Clerk
(Revised 3/1212012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
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4
Florida Building Code 2010 Edition
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 Attachments Required
Permit Application Form See List Below
Low Slope Application A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 ABC 4,5,6,7
Asphaltic Shingles A,B,D 1,2,4,5,6,7
Concrete or Clay Tile 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 A,B,D 1,2,4,5,6,7
Shakes
"';?e A As Applicable 1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2. From Notice of Acceptance:
Front Page
Speclflc System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
S. Design Calculations per Chapter 16,or N Applicable,RAS 127 or
RAS 128
4. Other Component Notice of Acceptances
5. Municipal Permit Application
F6.1 Owners Notification for Roofing Considerations Re-Roofirl On
-- 7.1 Any Required Roof Testing/Calculation Documentation
MIAMI. MIAMI-DARE 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.miamldade.eov/yera
Boral Roofing,LLC
7575 Irvine Center Drive,Suite 100
Irvine,CA 92618
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: Saxony 900 Concrete 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 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 and revises NOA#07-0711.03 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0222.03
hpahlNOAOe counmr Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub-Category: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof
Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be
done as a moment based system..
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Saxony 900 1= 17" TAS 112 Flat profile,interlocking,high-
w= 13" pressure extruded concrete roof tile
1-5/32"thick Slate equipped with two nail holes. For
1-9/32"thick Shake& direct deck or battened nail-on,mortar
Split Shake set or adhesive set applications.
Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,
Width:varies concrete roof pieces for use at hips,
varying thickness rakes,ridges and valley terminations
manufactured for each tile profile.
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales,FL.
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102&TAS 102(A)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering,Inc. TAS 101 (Adhesive Set)
NOA No.: 12-0222.03
M AM1•nADE COUNTY Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 2 of 8
The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
(2 Quik-Drive Screws,
Direct Deck)
The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
(2 Quik-Drive Screws,
Battens)
The Center for Applied 25-7214-1 Static Uplift Testing March, 1995
Engineering,Inc. TAS 102
(1 Quik-Drive Screw,Direct
Deck)
The Center for Applied 25-7214-5 Static Uplift Testing March, 1995
Engineering,Inc. TAS 102
(1 Quik-Drive Screw,
Battens)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II TAS 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108(Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Sept. 1993
Testing of screw vs. smooth
shank nails
The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-77 TAS 100
Atlanta Testing&Engineering, R1.894 Physical Properties Aug. 1994
Inc. R2.894 TAS 112
R3.894
Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998
Service 520111-4 TAS 101
Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999
Service TAS 101
Walker Engineering,Inc. Evaluation 25-7094 February 1996
Calculations
Walker Engineering,Inc. Evaluation 25-7496 April 1996
Calculations
Walker Engineering,Inc. Evaluation 25-7584 December 1996
Calculations 25-7804b-8
25-7804-4&5
25-7848-6
NOA No.: 12-0222.03
MIAMI DARE COUNTY Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 3 of 8
Walker Engineering,Inc. Evaluation 25-7183 March 1995
Calculations
Walker Engineering,Inc. Evaluation Aerodynamic Multipliers January 2007
Calculations
Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999
System
Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007
Calculations Gravity
Nutting Engineers 130 TAS 112 January 2007
3. LIMITATIONS
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.
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w)
Tile Profile Weight W(lbf) Length-1 (ft) Width-w (ft)
Saxony 900 11.5 1.417 1.08
Slate,Shake&Split Shake
Table 2: Aerodynamic Multipliers -1 (ft)
Tile % (ft ) %(ft)
Profile Batten Application Direct Deck Application
MonierLifetile Saxony 900 0.289 0.313
Slate,Shake&Split Shake
NOA No.: 12-0222.03
MIAM10ADE COUNTY Expiration Date: 04/26/17
• r
Approval Date: 04/19/12
Page 4 of 8
Table 3: Restoring Moments due to Gravity-Mg(ft-lbf)
Tile 2":12" 3"•12" 4"•12" 5"•12" V:12" 7"•12" or
Profile greater
Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
900 Deck Deck Deck Deck Deck Deck
Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34
Shake&
Split
Shake
Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19132"
plywood) plywood)
Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2
Slate,Shake& 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9
Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4
1 48 Screw 30.8 30.8 18.2
2 48 Screws 51.7 51.7 24.4
1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2
Field Clip)
1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1
Eave Clip)
2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8
Field Clip)
2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2
Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Monierl-ifetile Saxony 900 Adhesive 31.3
Slate,Shake&Split Shake
1 See manufactures component approval for Installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc.Average weight per patty 8 grams.
NOA No.: 12-0222.03
M AMI•DADE COMM Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 5 of 8
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
MonierLifetile Saxony 900 Polyfoarn Pol ProTm 118.9
Slate,Shake&Split Shake Polyfoarn Pol ProTAO 40.4
3 Large paddy placement of 45 grams of Pol ProTm.
4 Medium paddy placement of 24 grams of Pol ProT"'.
Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
MonierLifetile Saxony 900 Mortar Set 43.9
Slate,Shake&Split Shake
5. Tile-Tite Roof Tile Mortar
5. LABELING
5.1 All riles 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".
LABEL FOR SAXONY 900 TILE(LAKE WALES FL PLANT)
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 the Building Official or applicable building code
in order to properly evaluate the installation of this system.
NOA No.: 124222.03
MIAMMADE C IN T Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 6 of 8
. Y�.
PROFELE DRAWING
NAIL HOLES •
t 15132"(slate)
1 8132'(shake)
17� OVERLAY
m=E 13
WATERLOCK
SAXONY 900 CONCRETE ROOF TILE(SLATE MODEL)
moo. ._ -��_ �•.,-,
i M1 �
n
w
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SPLIT SHAKE MODEL)
NOA No.: 12-0222.03
MIAM EC04JNTYM Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 7 of 8
6i `' �``'a.'"+�'o;`'`'''•�`�.'�."�...�" "`'� ter,•;''+.". �"����•-.
Y §A;
i
MONIERUFETILE SAXONY 900 CONCRETE ROOF TILE(SAAKE MODEL)
END OF THIS ACCEPTANCE
NOA No.: 12-0222.03
14DADECOUNWM Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 8 of 8
e
Owner's Notification Form HVHZ 2010
MIAMb
•
"Delivering Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION F CO ERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofin to the owner
with the required roofing permit, and to explain to the owner the content of this ns of
Chapter 15 of the Florida Building Code,Building govern the minimum re s of the
industry for roofing system installations. Additionally,the following items sho a ed a art of the
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
MOUesthetics-workmanship: The workmanship provisions of Chapter 15 (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) 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.
M Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
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).
L-&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.
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.
OL-a.-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.
auverflow 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.
UL-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 b p required.
Owner's/Agent's Signature: ✓ Date:
-we Contractor's Signature: , Permit Number:
Property Address: 53 Ile-Qi IO t' A W;l RL 3303