RF-11-2344Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 168076 Permit Number: RF -12 -11 -2344
Scheduled Inspection Date: February 15, 2012
Inspector: Bruhn, Norman
Owner: ORLANDI, MARK
Job Address: 857 NE 97 Street
Miami Shores, FL
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060142620
Phone: (305)953 -3333
Building Department Comments
ROOF REPAIR TILE ROOF
Passed 06(1 1\i
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
6v
February 14, 2012
For Inspections please call: (305)762 -4949
Page 4 of 24
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
BUILDING
PERMIT APPLICATION
FBC 20
:Y JL. I
BY: t
DEC 21
011
Permit No.0 1 "` 3`il
Master Permit No.
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) Mark A. Or l and i Phone # (3 0 5) 9 3 4 — 3 7 0 5
Owner's Address 857 N.E. 97 Street
City Miami Shores
Tenant/Lessee Name
Email
State F1
Zip 331 38
Phone #
Job Address (where the work is being done) 8 5 7 N: E. 9 7 Street
City Miami Shores Village County Miami -Dade Zip 3 31 3 8
FOLIO / PARCEL # 1 1- 3206 -01 4 -2620
Is Building Historically Designated YES NO x Flood Zone
Contractor's Company NameQuality Roofing Contractor
Contractor's Address 13 8 0 0 N . W . 1st Avenue
City Miami
Qualifier Name
Phone# (305) 953 -3333
Carlos Arocho
State
F1
State Certificate or Registration No. RC 0 0 5 8 6 2 7
Contact Phone (3 0 5) 9 5 3 — 3 3 3 3
Zip 331 68
Phone# 786- 367 -2029
Certificate of Competency No. • 0 0 0 017 8 8 9
E -mail qualityroofing88 @yahoo.com
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 1 , 2 0 0.0 0 Square / Linear Footage Of Work: 1 / 2 sq .
Type of Work: ['Addition DAlteration DNew ® Repair/Replace ❑ Demolition
Describe Work: Repair leak at west side of chimney on tile roof.
******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
50 Submittal Fee $ Permit Fee $ / €" CCF $ CO /CC $
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date: (0 � .2/0 Structural Review. $ Total Fee Now Due $
See Reverse side -+
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 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and reins ection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this /IS—
day of 19 c- - , 20 b l , by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
NOTARY PTTRT.T -STA F vLn$mA
Fernandez
° Commission #DD930046
Expires: OCT. 10, 2013
BONDED THRU ATLANTIC BONDLNG CO., INC.
Signature
Contractor
The foregoing instrument was acknowledged before me this /5-
day of Der - ,201‘, by ear I,o,) 0t 0 ,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: i ; 'Y 'UBLIC•STAT
Marylou ernandez
My Commission Expires Commission #DD930046
Expires: OCT. 10, 2013
BONDED THRU ATLANTIC BOYDING CO., INC.
4edearde4kdesY****, k9rBe 9e**** sY****k 4:, L• 4zntr** kdr, Ydr*, Y: k, Y, koYoYde, F, Y*** B:*k 4r, Y*ar4e .L•*,Y****9r,k9e,k*4e* k9*** koh*** k*k, Y9e***k+ e*Frdr***3e*str**4r****
APPROVED BY
4/V a-
Plans Examiner
Engineer
(Revised 07 /10 /07)(Revised 06/10/2009)
Zoning
Clerk checked
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFI
CONSIDERATIONS
CI If
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 govem 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
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. _ i 1 Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be
ailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
o removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
nits (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. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
I�
b 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. 1 Ponding water: The current roof system and/or deck of the building may not drain well and may
ca r 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 r ofing system is removed. Pounding conditions should be corrected.
S. V Overflow scuppers ( wall outlets): required It is re uired that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge 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
a rda 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 of the structure - - bly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be . - efici -;''o consider additional venting which can result in extending the service life of the
4 roo 4
Own
eft Signature Date
Revised on 7/9/2009 LD
/00,0(
Contractor Signature Date
11111111MMIPIRMItindliiiiiMMICE111111111111111111111111MIN
•1111•••••••
111111•11MEMIIIMMEMIIIIIIIMMINIMMIE
MI111•11111111111111101ME111111111MINEM11111111•111
•INNIIIIMEMINE111111•1M1111111MIN•III•ENE
1111111•1111E111111111MPANIIMMEINIIIMINE11111111MEN
MIIIIIMIIIMILMEEMMENIZIEW1=3111111•11111
morommoommoreemmummmum.
ROOF ASSEWIBUES AND ROOFTOP STRUCTURES
Florida
tei
r (7 T t2P 1 ".
,?:-H Shores Vi!lage
Ar2 PR
Z. ON INC, DEP I
g Code Edit ,.n ii0o)46 D
High-Velocity Hurricane Zone Uniform Permit Appliclatio!qprm. • V( H IJ. ET LL RL
sacfrann (General information)
Master Permit No. Process No.
Contractor's Name •ualit Roof in Contractor, Inc.
Job Address 857 N.E. 97 STreet
0 Low Slope
0 Asphaltic
Shingles
ROOF-CATZGORY
echanically Fastened Tile
0 Metal Panel/Shingles
0 Prescriptive BUR-RAS 160
ROOF TYPE
0 New Roof 0 Reroofing 0 Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) N/A
IX ortar/ '
e
0 Wood gle
CS Repair 0 Maintenance
Steep Sloped Roof Area (SF) 1 /2sq.
Total (SF) 1 / 2sq.
Section (ROOf PHan)
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.
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Sactinn D (Stepp Sinppail P nOf SyCtRM)
Existing Tile Roof
Roof System Manufacturer: Entegra Roof Tile
Notice of Acceptance Number: 11- 0414.10
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations:
1: N/A P2: N/A P3: N/A
Maximum Design Pressure
(From the Product Approval Specific System):
N/A
Deck Type: wood 1 X 6
Type Underlayment:
Roof Slope:
12
Ridge Ventilation?
N/A
Mean Roof Height: 13
301b.
Insulation: N/A
Fire Barrier: N/A
Fastener Type & Spacing: 1 1 /4" R/S nails
Adhesive Type: Type 111 asphalt
Type Cap Sheet: 901b.
Roof Covering: Spanish S White Tile.
Type & Size Drip 3 X 3 26 ga.
Edge: galv.
FLORIDA BUILDING CODE — BUILDING
MIAM1•DADE
COUNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Entegra Roof Tile, Inc.
1289 NE 9"' Ave.
Okeechobee, FL. 34972
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.nhiamidade.sov /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 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: Valencia Spanish "S" 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 NOA # 10- 0518.02 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
MIAMWADE COUNTY
APPROVED
NOA No. 11- 0414.10
Expiration Date: 06/07/16
Approval Date: 05/26/11
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This revises a roofing system using Entegra Valencia Spanish "S" Concrete Roof Tile, as
manufactured by Entegra Roof Tile Inc. 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 calculations shall be done as a
moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test
Applicant Dimensions Specifications
Valencia Spanish "S"
Trim Pieces
1= 18"
w = 10' /a"
1= varies
w = varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Okeechobee, FL.
TAS 112
TAS 112
2.2 EVIDENCE SUBMITTED
Test Agency Test Identifier
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
MIAMIOADE COUNTY
APPROVED
7161 -03
Appendix III
7161 -03
Appendix II
P0647 -01
P0402
94-084
94 -083
Product
Description
High profile, interlocking, one - piece, "S"
shaped, concrete roof tile equipped with
two nail holes. For mechanical, mortar set
or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Test Naxne/Renort
Static Uplift Testing
PA 102 & PA 102(A)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Static Uplift Testing
PA 101 (Mortar Set)
Static Uplift Testing
PA 101 (Adhesive Set)
Age_
Dec. 1991
Dec. 1991
Aug. 1994
Sept. 1993
May 1994
April 1994
NOA No. 11- 0414.10
Expiration Date: 06/07/16
Approval Date: 05/26/11
Page 2 of 6
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
The Center for Applied
Engineering, Inc.
Nutting Engineering
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineering
25- 7183 -4
25- 7214 -3
Letter Dated Aug. 1, 1994
Project No. 307025
Test #MDC -78
13343.1
520111 -3
520191 -2 -1
Calculations
Evaluation ' Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
13343.1
Static Uplift Testing
PA 102 (2 Quik -Drive Screws,
Direct Deck)
Static Uplift Testing
PA 102 (1 Quik -Drive Screw,
Direct Deck)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Driven Rain
PA 100
Physical Properties
TAS 112'
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Restoring Moment Due to
Gravity
Two Patty Adhesive Set System
Physical Properties
TAS 112
Feb. 1995
March, 1995
Aug. 1994
Oct. 1994
June 2007
Dec. 1998
March 1999
Oct 2007
February 1996
April 1996
December
1996
March 1995
August 2007
April 1999
March 2009
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 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 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.
NOA No. 11-0414.10
Expiration Date: 06 /01/16
Approval Date: 05/26/11
Page 3 of 6
4. INSTALLATION
4.1 Entegra Valencia Spanish "S" 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 (W) and Dimensions (I x w )
Tile Profile
Weight W (Ibf)
Length -I (ft)
Width -w (ft)
Valencia Spanish "S" Tile
11.1
1.5
.854
Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf)
Table 2: Aerodynamic Multipliers - X (ft3)
3 ":12"
Tile
5 ":12"
A. (ft3)
Greater than
.7 ":12"
? (ft)
Profile
Direct
Deck
Batten Application
Direct Deck Application
Valencia Spanish "S" Tile
Direct
Deck
0.232
0252
Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
Greater than
.7 ":12"
Valencia
Spanish "S" Tile
Bette
ns
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Batten
s
Direct
Deck
Batten
s
Direct
Deck
6.70
7.10
6.60
7.00
6.46
6.84
6.30
6.67
4.08
6.48
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15132" plywood)
Direct Deck
(min. 19132" plywood)
Battens
Valencia
Spanish "S"
Tile
2 -10d Ring Shank Nails
28.6
41.2
19.4
1 -10d Smooth or Screw
Shank Nail'
5.1
6.8
2.8
2 -10d Smooth or Screw
Shank Nails
6.9
9.2
7.3
1 #8 Screw'
20.7
20.7
18.1
2 #8 Screw
43.2
43.2
29.8
1 -10d Smooth or Screw
Shank Nail (Field Clip)°
23.1
23.1
19.0
1 -10d Smooth or Screw
Shank Nail (Eave Clip)'
29.3
29.3
24.0
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
41.8
1 When using only one fastener use the hole that is approximately 44/4" away from interlocking edge
MIAMbDADE
APPROVED
NOA No. 11-0414.10
Expiration Date: 06/07/16
Approval Date: 05/26/11
Page4of6
Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment Resistance
Valencia Spanish "S" Tile
Adhesive
29.34
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Valencia Spanish "S» Tile
Polyfoam PoIyProTM
68.5"
Polyfoam PolyProTM
38.7"
4 Large paddy placement of 45 grams of PolyProTM.
5 Medium paddy placement of 24 grams of PolyProT".
Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Valencia Spanish
"S" Tile
Mortar Set
24.5
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 ".
ENTEGRA VALENCIA SPANISH 4S' TILE LABEL (LOCATED ON UNDERSIDE OF 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.
'MAMI.DADE coUNTY
APPROVED
NOA No. 11- 0414.10
Expiration Date: 06/07/16
Approval Date: 05/26/11
Page 5 of 6
PROFILE DRAWING
ENTEGRA VALENCIA SPANISH "S" CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
M IDADECOUNTY
APPROVED
NOA No. 11-0414.10
Expiration Date: 06/07/16
Approval Date: 05/26/11
Page 6 of 6