RF-18-176Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Pe
mit
Issue Date:112512018
Peet NO. RF -1-18-176
Permit Type: Roof
Work Classification: Repair Roof
Permit Status: APPROVED
Expiration: 07/24/2018
Parcel Number
Applicant
10380 NE 5 Avenue
Miami Shores, FL 33138-2039
1122310150220
Block: Lot:
AGNES BOGOZI
Owner Information
Address
Phone
CeII
AGNES BOGOZI
10380 NE 5 Avenue
MIAMI SHORES FL 33138-2039
10380 NE 5 Avenue
MIAMI SHORES FL 33138-2039
Contractor(s) Phone
A PLUS QUALITY ROOFING COMPAN (305)807-8804
CeII Phone
Valuation:
$ 2,300.00
Total Sq Feet: 200
Type of Work: Repair
Additional Info: REPAIR BROKEN TILES & RIDGES
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Permit Fee - Repairs
Scanning Fee
Technology Fee
Amount
$1.80
$2.00
$2.00
$0.60
$0.00
$100.00
$9.00
$2.40
Total: $117.80
Pay Date Pay Type
Invoice # RF -1-18-66204
01/25/2018 Credit Card
Amt Paid Amt Due
$ 117.80 $ 0.00
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT? fy I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zo • her . ;� thorize the above-named contractor to do the work stated.
Authorized
iii-tUre: Ow
/ Applicant / Contractor / Agent
Building Department Copy
January 25, 2018
Date
January 25, 2018
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECET\ 7
JAN 2018
FBC 2011
BUILDING Master Permit No. RR 1 Pj- Ili)
PERMIT APPLICATION
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ERENEWAL
❑ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF` ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: I 0'3% c S �J2.
City: Miami Shores County: Miami Dade Zip: 333
Folio/Parcel#: k ' ZZ3 t - p , S .- ID 2-2t Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: V c, . Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): �Cs'ES ‘45LiC1. CstCN ZL Phone#: 30S -332 -3Z$1
Address: t 03S'13 NG._ 2.
City: -� ®`-k State: \ Zip: '33 \'3g
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: `, Q \v--,-aL1k\`\A Phone#: StG-$'31 -MIA
Address: `, —1 D `O S� \ \ 0\ �'V
City: M‘'Vz.'— '- State: \ Zip: '3 \ f —1
Qualifier Name: b't�l-,�\N� �b \---2-N:2\ e --Z- - Phone#:
State Certification or Registration #: ��t\-- en 63 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
oG nn
Value of Work for this Permit: $ 2, 30 o Square/Linear Footage of Work: 2-013
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: ‘2"c2NP®\'C- S i �j+—\
'Cb��H --V\ \e._ # `,G�1'e-s
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology -Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
1 t�
TOTAL FEE NOW DUE $ O \/
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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.
-to ,I
Signature
OWN RorAGENT
The foregoing instrument was acknowledged before me this
day of
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
20 �8' ,by a22. day of ,20 /pmeby
t,1 L%S �j Tl 2l who is personally known to ylhQ %OY13Gi (P4ho is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal:
2 o,a .PuN,c DENIARODRIGU
• MY COMMISSION # f F
EXPIRES, November 30, 2018
2018
bundvi Thru Budget notarys
APPROVED BY
(Revised02/24/2014)
OF
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
as
p,�pAY Pie! DENIA RODRIGU
MY COMMISSION # FF 156456
114 Or,, , Q EXPIRES: November 30, 2018
t°O bonded Thru Budget Notary Services
'�< Of F`�F
Plans Examiner Zoning
Structural Review
Clerk
1
Property Search Application - Miami -Dade County
OFFICE OF THE PROPEPRA
Summary Report
Property Information
Folio:
11-2231-015-0220
Property Address:
10380 NE 5 AVE
Miami Shores, FL 33138-2039
Owner
AGNES BOGOZI
ALBERT BOGOZI
Mailing Address
10380 NE 5 AVE
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
4 /2 /0
Floors 1
1
Living Units
1
Actual Area
3,303 Sq.Ft
Living Area
1,745 Sq.Ft
Adjusted Area
2,276 Sq.Ft
Lot Size
8,625 Sq.Ft
Year Built
1965
Assessment Information
Year
2017
2016
2015
Land Value
$248,245
$242,675
$194,140
Building Value
$142,713
$142,737
$143,925
XF Value
$0
$0
$0
Market Value
$390,958
$385,412
$338,065
Assessed Value
$160,746
$157,440
$156,346
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$230,212
$227,972
$181,719
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
31 52 42
MIRROR LAKE SUB PB 56-15
LOT 22
LOT SIZE 75.000 X 115
OR 19141-0715 05 2000 4
S
Page 1 of 2
Generated On : 1/23/2018
Taxable Value Information
PrevSale
2017
2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$110,746
$107,440
$106,346
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$135,746
$132,440
$131,346
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$110,746
$107,440
$106,346
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$110,746
$107,440
$106,346
Sales Information
PrevSale
price
OR BBoe k
Page
9
Qualification Description
01/25/2017
$195,000
30397-
Corrective, tax or QCD; min
0358
consideration
05/07/2012
$100
28109-
Corrective, tax or QCD; min
3026
consideration
09/01/2003
$125,000
21635-
Other disqualified
2394
05/01/2000
$0
19141-
Sales which are disqualified as a result
0715
of examination of the deed
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability. see full disclaimer and User Aareement at htto://www.miamidade.aov/info/disclaimer.aso
http://www.miamidade.gov/propertysearch/ 1/23/2018
4
Florida Building Code 5th Edition (2014)
High Velocity Hurricane Zone Uniform Permit Application Form
Section A (General information)
aster Permit No.
ContraCtor's Name
Job Address
0 Low Slope
0 Asphaltic
Shingles
0 New Roof
Process No.
ROOF CATEGORY
1
I R_ECEINTED
1 JAN 018
BY: att:
• • . •
0 Mechanically Fastened Tile )9 Tile
0 Metal PaneUShingles 0 Wood.SWnglee/Slifikes
• • • • Nre there'
0 Prescriptive BUR -RAS 150 .Ga§'Vent SfacIts?
'ThscJ Nan'
ROOF TYPE Typtt:Rblu ra I LFCGX
• • • • .) • •
0 Re -Roofing 0 Recovering Repair 4.4 Maintenance
••••Aa •
. ROOF SYSTEM IP/FORMATION
. • •
• •
. •
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
200 0 0
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
identify dimensions of elevated pressure zones and location of parapets.
• • .
. • •
• • .
r
"
123_01-48 8/15 PAGE 2
• •
. •
• .
•
•
•
• .
• •
1 SUBJECT TO COMPLIANCE WI rH A FEDER • I
Florida Building Code 5th Edition (2014)
High Velocity Hunjcane Zone Uniform Permit Application Form
Roof System Manufacturer:
Notice of Acceptance Number: -\
O
Minimum Design Wind Pressures, if Applicable (From RAS
P1: 3q , l 1�7 0�'• ;Calc�l�flons): • •
P2: L8.\ P3: ) 0D,.
Maximum Design Pressure
From the NOA S ' ecific S stem : 2$ , s
123_01-48 8/15 PAGE 4
Florida Building Code 5th Edition (2014)
High Velocity Hurricane Zone Uniform Permit Application Form
Section E LTile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for Mr with the values from Mr. 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"
(Pt:3q . l z fZ-g171 m 11,C, i ) - Mg: = t 5 ,1 NOA M 253. • S
(P2: K. z7l a-qt'a=2D.23)-Mg: S•gZ = z 1{.4-11 NOA11% 2.2. G.,••
(P3: 1DD.1 z714 -=2.9 )-Mg: S. 2'-1.0 NIA 2&a •
. . •
Method 2 "Simplified Tile Calculation Per Table Bet . ,
Required Moment of Resistance (Mr) From Table Below NOA 414 •
.. •••
•
•
.
Mr Required Moment Resistance`
.
....
Symbol
. .
- ••
•
.
•
..
Mean Roof Height -..
Roof Slope
15'
20'
25'
.....
• ..
•
�.
.
• .
.
•
40'
.
2: 2
34.4 ,
36.5
38.2
:
•
39.7
.
.
422
.I
3:12
32.2
34.4
38.0
•
NOA
•37.4
•
• •
, • •
39.8
•
4:12
30.4
32.2
33.8
A••'
55.1
•••
T.3
•�
5:12
28.4
30.1
31.6
32.8
"..
'
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
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. Compared the values for F' with the
`values for Fr. If the F' values are greater than or equal to the Fr values, for each
area•of the roof, then the the attachment method is acceptable. '
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt : z l: = z w• = ) - W: z cos 9: = Fri: NOA F'
(P2 : z l: • = z w: ) - W: z cos e: = Fr2: NOA F'
(P3 : z l: = z w: = ) - W: z cos 9: = Fr3: NOA F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7 ,
Mean Roof Height
H
Job Site
. Roof Slope
g
Job Site
Aerodynamic Multiplier
1
NOA
Restoring Moment due to Gravity
Mit
NOA
Attachment Resistance
Mr
NOA '
' Required Moment Resistance
Mr
Calculated
Ktnimum Attachment Resistance
F
NOA
Required Uplift Resistance
F,
Calculated
Avatar Tile WeiOht
W
NOA
Tile Dimensions
I= length
w= width
NOA
All calculations must be submitted to the Building Official at the tune ofpermit application.
... z
•
.
...
•
•.
123_01-48 8/15 PAGE 5
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 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.
• • '•••• ••
• • •
2. Renalling wood decks: When replacing "roofing, the existing wood roof deck may 118ve td'
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually • • •
concealed prior to removing the existing roof system).
• • •
•
•
•
• •
•••• •• • • •
• • • • •
•••• ••
4. 1 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the rootdecl�ieg ' '
can be viewed from below. The owner may wish to maintain the architectural appearance; therraforr• •' • ▪ •' • •
roofing nail penetration of the underside of the decking may not be acceptable. This provides tt>egpygfypf • • •
maintaining the appearance. •• •••
J
• •
• • •'•
6. Overflow scuppers (wall outlets): It is required 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 accordance with the requirements of Sections R4402, R4403 and R4413.
/4 "IT �+ f r��!✓��C�
DateContractor SignattuTe Date
S �V
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
• •
•
•• •
• • •
•• •
DEPARTMENT OF, REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Santafe Tile Corporation
8825 NW 95th Street
Medley, FL 33178
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.n.amidada=ov/eeonomv
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 RER - 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 4tiog • •
(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, eP • • • •
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this• • • •
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails b • • •
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: Santafe Spanish 'S' Clay 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 NOA renews NOA No. 12-0210.01 and consists of pages 1 through 5.
The submitted documentation was reviewed by Gaspar J Rodriguez.
r
NOA No.: 15=0915.09
Expiration Date: 02/01/21
Approval Date: 01/21/16
Page 1 of 5
••••
••••
• •
•
•
.• •
• • •
• .•
• •
• • •
•• ••
•
• •
•
•• •
• • •
•• •
�•
• •i
• •
• •
•
••
9 !
• •,
• •
ROOFING ASSEMBLY APPROVAL
Category:
Sub -Category:
Material:
Deck Type:
Roofing
Roofing Tiles
Clay
Wood
1. SCOPE
This approves a roofing system using Santa Fe "Santafe 'S" Clay Roof Tile, as manufactured by Ladrillera
Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this
Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code, do not exceed the design pressure values obtained 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
Applicant
Dimensions
Santafe ' S' Clay Roof L = 18"
Tile W = 11.1"
Thickness = 0.39"
Trim Pieces 1= varies
w = varies
varying thickness
2.1 MANUFACTURING LOCATION
1. Bogota, Colombia
2.2 SUBMITTED EVIDENCE
Test A¢encv
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
• •
•
Test Product ' • .' •
Specifications Description
TAS 112 One piece high profile clay roof tile equippedvsitlt • •
Type I two nail holes. For nail -on, mortar set and adl es+ve• •
Grade 1 set applications. ••••
TAS 112 Accessory trim, clay roof pieces for use at hips, • •
rakes, ridges and valley terminations. Manuf'adtu%$
for each tile profile.
Test Identifier
94-156-8
94-156-9
25-7205-1
Project: 07-07-00-91
• (307023)
7161-03
Appendix II
7161-03
Appendix III
P 0402
P 0647-01
Test Name/Report
TAS 101
TAS 102
TAS 101
TAS 100
TAS 108
(Nail -On)
Static Uplift Testing
TAS 102 8i TAS 102(A)
Withdrawal Resistance
Testing of Screw vs smooth
shank nails
TAS 108
(Mortar Set)
•
• •
• •
• • •
•• •
Date
Aug. 1994
March 1995
Sept. 1994
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
NOA No.: 15-0915.09
Expiration Date: 02/01/21
Approval Date: 01/21/16
Page 2 of 5
.••.
•
••••
••
•
•• •
• • •
•
• •
• • •
•• ••
•
• •
•
•
• • •
•• •
2.2 SUBMITTED EVIDENCE
Test A2encv Test Identifier Test_Name/Report Date
Redland Technologies P 0631-01 PA 108 July. 1994
(Mortar Set)
Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999
IBA Consultants, Inc. 2353-4 Restoring Moment Aug. 1999
PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12/06/02
IBA Consultants, Inc. 2353-70 TAS 101 09/22/03
IBA Consultants, Inc. 2353-71 TAS 101 09/22/03
IBA Consultants, Inc. 2353-93 ASTM C 1167 07/18/05
American Test Lab of South Florida RT0624.01-15 ASTM C1167-03 07/01/15 ••••
• •
1 . • ••••
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 tvit$• ' ' '
TAS 106. • •••••• • • '4
• • • •
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarter! l t . • • •
• •
in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade Cbjdlty;• • •
• •
Product Control Section for review. • • • • • • • •
3.4 Minimum underlayment shall be -in compliance with the applicable Roofing Applications Standar OM:di: • •
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. fp. • • • • • •
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 7:12 and greater.
4. INSTALLATION
4.1 Santafe 'S' 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
NOA No.: 15-0915.09
Expiration Date:, 02/01/21
Approval Date: 01/21/16
Page 3 of 5
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Santafe 'S'
6.71.5
X (ft3)
0.958
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)
Tile
Profile
Table 2: Aerodynamic Multipliers— X(ft3)
3":12"
Tile
5":12"
X (ft3)
X (ft3)
Battens
Profile
Battens
Batten Application
Direct Deck
Santafe 'S'
Battens
Direct
Deck.
0.274
0.297
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck.
Battens
Direct
Deck
Battens
;
Direct
De
Santafe 'S'
5.93
5.90
5.85
5.82
5.73
5.69
5.56
5.53
5.32
5.29
5.03
•3.00 •
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) •
for Nail -On Systems ••••
Tile Profile
Fastener Type
Direct Deck
Battens. • •
Santafe 'S'
2-10d Ring Shank Nails
21.8 .
N/A
One #8 Screw
29.161.2
NIP,... •
Two #8 Screws
38.281
NIP _ •
One #8 Screw w/ Clip
57.3112
N//v • •
Two #8 Screws w/ Clip
57.60'
61.7/1
1. Approved screws as noted 'Product manufactured by others'.
• •
2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. • •
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment Resistance
Santafe 'S'
Tile Bond
38.93
Polyfoam Polypro AH 160TM'
28.54
2 See manufactures component approval for installation requirements.
3 Flexible Product, Inc. Average weight per patty 10.4 grams.
4 Polyfoam Product, Inc. Average
weight per patty 9.4 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment Resistance
Santafe 'S'
Polyfoam Polypro AH 160TN
63.85
Polyfoam Polypro AH 1601"'
61.96
5 Paddy placement of 63 grams of Polypro AH 160TM.
6 Paddy placement of 24 grams of Polypro AH 160TM.
Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Mortar or Adhesive Set Systems
Tile Profile
Tile Application
Attachment Resistance
Santafe 'S'
Mortar Set
23.6
NOA No.: 15-0915.09
Expiration Date: 02/01/21
Approval Date: 01/21/16
Page 4 of 5
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5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below,
or following statement: "Miami -Dade County Product Control Approved".
SANTA FE TM MADE IN COLOMBIA
LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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 Ariy other documents required by the Building Official or applicable building code in order4o •
properly evaluate the installation of this system.
18"
••. •
....
1
. •
•• • • • ••
PROFILE DRAWING•
• `• •
When using one screw
use this hole.
/9N
11.1"
jAPPPOVED
"SANTAFE S" CLAY ROOF TILE
END OF THIS ACCEPTANCE
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NOA No.: 15-0915.09
Expiration Date: 02/01/21
Approval Date: 01/21/16
Page 5 of 5
L
1
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ICP Adhesives and Sealants, Inc.
12505 NW 44th Street
Coral Springs, FL. 33065
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.miamidade.gov/economy
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 RER -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 paoduit
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mapper, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend Muse
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, jfit•is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requfrrOt%
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building amide
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: ICP•Adhesives Polyset® AH -160
• •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,• • •
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. state and following
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 Mimi -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 NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
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ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofmg
Adhesives Polyset® AH -I 60.
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions
Test
Specifications
ICP Adhesives N/A TAS 101
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30 & 100
Product Description
• •
• • •
•• •
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
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PRODUCTS MANUFACTURED BY OTHERS: • ••
• • •
•• •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive.
MANUFACTURING LOCATION:
I. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
Results
1.6 lbs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
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EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Test Identifier Test Name/Report Date
#94-060 TAS 101
257818 -IPA TAS 101
25-7438-3 SSTD 11-93
25-7438-4
25-7438-7
25-7492
Miles Laboratories NB -589-631
Polymers Division
Ramtech Laboratories, Inc. 9637-92
Southwest Research Institute 01-6743-011
01-6739-062b[1]
Trinity Engineering
Celotex Corp. Testing Services
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
SSTD 11-93
SSTD 11-93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
ASTM D 1623
TAS 101
TAS 123
TAS 101
TAS 101
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
• •
11/16/94•'
01/16/•.,•
•
03/14/96
04/18/142 ••••
02/21/12"
• •
•• ••
10/23/9 • •
• •
• •
12/28/98 • • •
TAS 101 03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
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INSTALLATION:
1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset® AH -160.
2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and .
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority'hayilig;
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before appliaeii n •
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained betviiega
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
Adhesives ProPack® 30 & 100 dispensing equipment only.
•• ••
7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesi•ves •
Polyset® AH -160 has been dispensed.
9. ICP Adhesives Polyset® AH -160 placement and minimum -patty • •
p tty weight shall be in accordance with the •
•
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
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Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Eave Course - Flat, Low, High
Profiles
Flat, Low, High Profiles
Flat Profile
Low Profile
High Profile
Flat, Low, High Profiles
Two -Piece Barrel (Cap Tile)
Two Piece Barrel (Pan Tile)
Placement Detail.
All Eave Course
#1
#2
#2
#2
#3
Two Piece
Two Piece
Minimum Paddy Contact
Area
17-23 sq. inches
17-23 sq. inches
10-12 sq. inches
12-14 sq. inches
17-19 sq. inches
Two Paddys: 8-9 sq. inches at
head of tile 9-11 sq. inches at
overlap
2 Beads (1 each longitudinal
edge) 20-25 sq. inches each
`bead
65-70 sq. inches
Minimum Paddy Gram
Weight
45-65
45-65
30
30
30
12 grams per paddy.
• • •
•• •
17 grams pet l>tt•
el • •
••••
34 grams under pan •
LABELING: • • •
•�•
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the• . • •
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
1
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
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ADHESIVE PLACEMENT DETAIL # 1
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 min) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
• of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
• •
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• • •
•
••••
• •
••••
1. Starting at the eave course, apply a minimum Q"•
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm). foam
paddy onto the underlayment positioned asslitlim:
under the pan portion of the tile closest to tiie •
overlock of the tile being set. •
•• •
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 nun) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlook of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6of11
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ADHESIVE PLACEMENT DETAIL # 2
lh,,,o hpi.. 1. rMngp
Ir.hcn �egnirRd, !wady (D.n../h Till
Undorlaylnont Y 'a^-�' �•:.
f ,fit 't
I.
yin:_'.`',• ss.
Dattrnt•Ption•1 '� ��-•
Ear*C•inti
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
min) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (52.8mi )
x 7" (177.8 mm) x 1" (25.4 mm) foam paddyoaathe
underlayment positioned as shown under the
strengthening rib closest to the overlock of the Tire. • •
being set.
••••
•
3. Continue in same manner. Insure approximatelglt" •
(64.5 cm2) - 12 (77.4 cm2) square inch adhesite: • •
contact with the underside of the tile. • • • •
Medium Profile / Double Pan Tile
• • •
• •
• • .••
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x I" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) -14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
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{
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nail through plastic cement.
Iwhcn requited) 1 ` , Paddy IBr•ir.th Ta.l
APPROVED
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (1).8narn)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy oIlo tha
underlayment positioned as shown under the Qarf • •
portion of the tile closest to the overlock of tltt+ttle • •
being set.
••••
•
.•..
3. Continue in same manner. Insure approximatalv1g; •
(109.7 cm2) - 19 (122.6 cm2) square inch adhesjve•.'
contact with the underside of the tile.
• • .
• •
• •
• • •
•• •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
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ADHESIVE PLACEMENT DETAIL # 3
Single owaon dk
Oita in, '`� •1
singlepad•
singlepaddy uncle►tll
onundedaymen
2xAin.
Medium ProfII Tiie
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in2 (109.7-148.4 cm2) of
adhesive contact with the underside of theetile •
•• •
•• •
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) 41;.(24.4
mm) foam paddy onto the underlayment jug bsIgiw
the second course line positioned foam pa&1_y.. •
under the strengthening rib for flat tile, or %ideate
pan portion of the tile, closest to the underloct for
the second course tile to be installed. Insure • •
approximately 8-9 in (51.6-58.1 cm2) of a inesVe.
contact with the underside of the tile. • •
(Instructions continued on next page)
• . •
.• •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ti
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ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
(whenrrthrquuiirepolasticceg�ern ++ Single paddy under tile
/
Paddy lbetweentiles?
Paddy (under Biel
Battens
optional
,singleppaddy
Ode
- 4x•in. /•
single 2 s • in. ,0- �•
paddy on
top o the--
Fasda
Weephole
Eave dosure
Drip edge
High Profile Tile
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/,"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of thetile at•
the head of the tile. Continue in same manner. •
•
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•
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•• •• •• ••
•
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•
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•
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•
••
•• • • •
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•• • •• • • •
• • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
•
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Plan enough adhesive to ad,ne 65 to 7Os•.iri.
in contact with the pan tie.
2) Turn covers upsidedown. Plan adhesive in
to 1 ht.fromoutside edge ofcover tile.
Then instaa the tile. Ensure 20 to
25 sq. in.contact area.
Under(ayment
Steep pitch applications
required)
Faso dose.*
(motor shown)
weephole
Fascia Board
Sheathing
Remove top portion of the /awe coarse corer tae.Alsut to second =arse of
pan tiles. Ensure cave end of pan wildcatter tiles are flash at eave One -
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2" •
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pa•n •
courses up toward the ridge. Insure • • • •
approximately 65 (419.4 cm2) — 70 (451liwene22 • •
square inch adhesive contact with the unflgp de•
of the pan tile.
• •
3. Tum covers upside down exposing the u4 gridgg
of the tile. Apply a minimum 1" (25.4 nun ex 10k,,
(254 mm) bead of adhesive directly on tfie inner .
edge of each side of the cover tile. Leave • •
approximately 3/4" (19 mm) to 1" (25.4inm) •
from the outside edge of the tile, inward:free ef.
foam to allow for expansion. • • •
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
••••
• •
••••
• •
5. When additional `nailing is required, 2" (50.8
nun) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
•
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-295914
Permit Number. RF -1-18-176
Scheduled Inspection Date: February 09, 2018
Inspector. Alvarez, Manny Angel
Owner. BOGOZI, AGNES
Job Address: 10380 NE 5 Avenue
Miami Shores, FL 33138-2039
Project <NONE>
Contractor. A PLUS QUALITY ROOFING COMPANY
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1122310150220
Phone: (305)807-8804
Building Department Comments
REPAIR BROKEN TILES & RIDGES
Irdractho Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection tee is paid
c
February 08, 2018
For Inspections please cast (305)762-4949
Page 13of31