RF-15-8027
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-231984 Permit Number: RF -4-15-802
Scheduled Inspection Date: May 15, 2015
Inspector: Rodriguez, Jorge
Owner: DOMBROWSKY, ALAN
Job Address: 1420 NE 102 Street
Miami Shores, FL 33138 -
Project: <NONE>
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number
305/756-5690
1132050240220
Contractor: TOP SEAL SERVICES Phone: (305)754-7844
sunafng uepanment comments
REPAIR LEAK AT SE FRONT OF TILE ROOF AT VALLEY Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed �:
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
May 14, 2016 For Inspections please call: (305)762-4949 Page 6 of 27
F.I.E.
FLORIDA INTERNATIONAL ENGINEERING
$TESTING LAB
INSIGHT -INNOVATION -INTEGRATION
Owner's Name:
Job Address:
Roofing Contractor:
Permit Number: 1`
Approximate Roof Height: feet
Type of Access to Roof: N/ Ladder
Florida International Engineering and Testing Lab LLC
7500 NW 25 Street, #241, Miami, FL 33122
Telephone: (305) 378 -1991 -Fax: (305) 378-1997
Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273
SITE SPECIFIC INFORMATION
Slope: -5 s l Z
Approximate Square
C-IOto ftZ
Other Required Testing Force: 1 3j lbs. Testing Equipment: F.G..1004 Shim o Instrument
Date Installed: 'Eq % pS Date of Inspection: 13 I 1 15
---------------------------------------------------------------------------------------------------------------------
TEST RESULTS
P= PASS, F= FAIL
Test
Location
Test
P °T F Location P or F
Test
Location
Test
P or F Location P or F
Test
Location Por F
1
21
41
61
81
2
22
42
62
82
3
23
43
63
83
4
24
44
64
84
5
25
45
65
85
6
26
46
66
86
7
27
47
67
87
8
28
48
68
88
9
29
49
69
89
10
30
50
70
90
11
31
51
71
91
12
32
52
72
92
13
33
53
73
93
14
34
54
74
94
15 1
35
55
75
95
16
36
56
76
96
17
37
57
77
97
18
38
58
78
98
19
39
59
79
1 99
20
40
60
80
1 100
---------------------------------------------------------------------------------------------------------------------
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
ADDITIONAL TEST INFORMATION
Perimeter Width: ft
Area Units r Z No. of Tests
Perimeter
Field
Corners
Hips & Ridges
RESPECTFULLY SUBMITTED BY:
V ���0/fJ�L•V`.
Vinayagar M. Balakrishnan V J3,1,3 ktr
State of Florida Lic # 63107
r a
FLORIDA INTERNATIONAL ENGINEERING WESTING LAB, LLC
Sketch of Roof
Notes
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
rrojecx Aaaress Parcel Number Applicant
1420 NE 102 Street 1132050240220 ALAN DOMBROWSKY
Miami Shores, FL 33138- Block: Lot:
ALAN DOMBROWSKY
1420 NE 102 Street
Miami Shores FL 33138
Contractor(s) Phone Cell Phone
TOP SEAL SERVICES (305)754-7844
of Work: Repair
onal Info: REPAIR LEAK AT SE FRONT OF TILE ROO
ification: Residential
Fees Due
Amount
CCF
$0.60
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.20
Permit Fee - Repairs
$100.00
Scanning Fee
$3.00
Technology Fee
$0.80
Total:
$108.60
Phone
305/756-5690
Valuation: $ 950.00
Total Sq Feet: 50
Pav Date Pav Twe Amt Paid Amt Due I
Invoice # RF -4-15-55117
04/17/2015 Check #: 30700
04/08/2015 Check #: 30685
$ 58.60 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Roof Repair
Final Roof
Review Roof
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, PLUMPING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: Ice that all the foQregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
Fu
construction and zoning. ermore. I authdiize the above-named contractor to do the work stated.
Owner
/ Agent
April 17, 2015
Building Departmeht Copy
April 17, 2015 1
BUILDING
PERMIT APPLICATION
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
❑BUILDING ❑ ELECTRIC ® ROOFING
APR 0 7 2015
FBC 20 11,-�
Master Permit No. P -r— 1 :5— &
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ REN EWAL
F-] PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 1420 N.E. 102 Street
City: Miami Shores County Miami Dade zip:
Folio/Parcel#: 11-3205-024-0220 Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Alan H. Dombrowsky Phone#: ( 305) 759-0865
AAA' c. 1420 N.E. 102 Street
City:
Miami Shores
State: Florida
Tenant/Lessee Name: Phone#:
Email:
33138
CONTRACTOR: Company Name: Top Seal Services Phone#: ( 305) 953-3333
Address: 1420 N.E. 102 Street
City: Miami Shores State: Florida Zip: 33138
Qualifier Name: Ronald Medina Phone#: ( 305) 986-3270
State Certification or Registration #: CCC1 33 01 1 9 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ $950.00 Square/linear Footage of Work: 1/2 sq .
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑X Repair/Replace ❑ Demolition
Description of Work: Repair leak at SE front of tile roof, at valley.
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Training/Education Fee $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ J ci �D
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 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 estir
promise in good faith that a copy of the notice of commencement and construction
whose property is subject to attachment. Also, a certified copy of the recorded notice
for the first inspection which occurs seven (7) days after the building permit is iss
inspection will not b$ ap roved and a reinspection fee will be charged.
&4—Signature Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of20).5 by
PMI-� %14 wDk who is person, l known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:'
Sign:_
Print:
ue exceeding $2500, the applicant must
brochur 71 be delivered to the person
cement m st be posted at the job site
the absence of such posted notice, the
The foregoing instNment was acknowledged before me this
-�� day of .1. 120 IJ by
RQ, -AA- who is personaWnown to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal: _'** MY COMMISSION�FF05l�092
EXPIRES: October 10, 2017 Seal:
Bonded Thru W' Pubis Underwriters
EXPIRES: October 10, 2017
Bonded Thru Notary Public Underordets
as
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
ROOF ASSEMBLIES IAND ROOFTOP Si
Ja Building Code Editi
Hurricane Zone Uniform Permit
so
Name Top Seal Services
I
JobAddr�ss 1420 N.E. 102 Street
ROOF CATEGORY
Miami Shores Village
APPROVED By DATE
20W, DEPT
S�CeI�� O��1I'LI�,f ICF WITH ALL FEDERAL
rs nrin r FMJI ATinr,is
❑ L w Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150 ••"
ROOF TYPE • • • • • • •
I •
•••••• •••• ••••••
❑ New Roof! ❑ Reroofing ❑ Recovering M Repair • • • • ❑ 11f$Ipjenanc j • • • •
ROOF SYSTEM ...... • • • . ..:.. •
INFORMATION
Low dope Roof Area (SF) Steep Sloped Roof Area (SF) 1 / 2s . • •lptal (Sp •1 / 2 s cL. • •
•
•••••
• • • •
Section B (Roof Plan) •..000
.... ;' • • •;
Sketch Roof Plan: Ilustnate all levels and sections, roof drains, scuppers, overflow scuppers and overflo • •
Include dimension of sections
parapets. --- — nd*velsrcleaarly identify dimensions of elevated pressure zones and I ciii ~
APR 0 7 015
BY;
15.34 2010 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High-Veloolty Hurricane Zone Uniform Permit Application Form.
Roof System Manufacturer: Hanson Roof Tile
Notice of Acceptance Number: 12-0917.07
Minimum Design Wind Pressures, if Applicable (From RAS 127 or
Calculations:
` 1 ' P2: P3:
Type Underlaym®nt• N/A (( 301b. ASTM D-226
Roof Slope, � l__ _ : • ,r_ -.ti,._, ... �.....�
Insulation: ...
1 .............. _-...-.,..N �... _....d..�_ 000,0.. .._.-0000. -«...�
Fire Barrier
I �.�. ...
Ridge Ve tilation? Fastener Type & Spacing:
N%A 1 1/4 R/S nails
4 Adhesive Type'. self adhering
`i e
..- 0_000 >�pS1�et: polystick �u�plus
[Mean Roof Height:
13'Roof Covering: Double roll the to
...
matc ex.is ing.
Type &Size 1V.
Drip Edge: [AX3
26ga g...
1$'36 2010 FLORIDA BUILDING CODE — BUILDING
....
.
. •
0000
......
.. .
0000
.
0000..
0000
0 0000
.
000096
0000
0000
:see*:
0000
'-sT ��� # ��el • •
..,.
...
.....
00:00'
• :
.. ..
..
0000.0
0000..
00
0000..
Deck Type: _ • •
wood
• • •
•
Type Underlaym®nt• N/A (( 301b. ASTM D-226
Roof Slope, � l__ _ : • ,r_ -.ti,._, ... �.....�
Insulation: ...
1 .............. _-...-.,..N �... _....d..�_ 000,0.. .._.-0000. -«...�
Fire Barrier
I �.�. ...
Ridge Ve tilation? Fastener Type & Spacing:
N%A 1 1/4 R/S nails
4 Adhesive Type'. self adhering
`i e
..- 0_000 >�pS1�et: polystick �u�plus
[Mean Roof Height:
13'Roof Covering: Double roll the to
...
matc ex.is ing.
Type &Size 1V.
Drip Edge: [AX3
26ga g...
1$'36 2010 FLORIDA BUILDING CODE — BUILDING
w 4 ,
K
MIAMF
MIAMI-DADE COUNTY
21
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
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.miamidade.sov/pera
Ranson Roof Tile
1340 SW 34`s Ave
Deerfield Beach, FL 33442
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 (AJ -IJ). • :600 •
9999..
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Produ ct.Controle rection
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the •tQ have lVi • • • •
product or material tested for quality assurance purposes. If this product or material fails to perfpv.in the aggppled ; • • • •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately 1tuoke, modify,.ot' • .. • •
suspend the use of such product or material within their jurisdiction. RER reserves the right to,ralAoke this eeaeptence,
if it is determined by Miami -Dade County Product Control Section that this product or material falls to meet the. • • • • •.
requirements of the applicable building code. :60:0:
This product is approved as described herein, and has been designed to comply with the Florida Buil$ing Q"; . 966000
including the High Velocity Hurricane Zone of the Florida Building Code. • 0 0 :9000:
. •9 9 9999 9 9
DESCRIPTION: Hanson Hacienda Double Roll 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# 11-1031.03 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0917.07
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 1 of 6
.1 717MI71,4"
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Ranson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in
Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where
the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall
be done as a moment based system.
2. PROQMTMESCRIPTION
...... ....
. .
. Manufacotaared by
• • • • Test
Product
• Applies•
• •; • • •Dimensions Specifications
Description
lwirbs! "Hacienda"•
• • • • Length: 17'/4"
Low profile, interlocking, extruded concrete roof
0*....
• •
...
•..... • Width: 13" TAS 112
tile equipped with two nail hole and double roll
• • • • • • • • •
•..;.. ...
.00.0.0 '/Z" thick
ribs. For direct deck or battened nail -on, mortar or
0000.. ..
• • • •
adhesive set applications.
TrOn Pieces
:0:00: 1= varies TAS 112
Accessory trim, concrete roof pieces for use at hips,
0000.. 6:000: 0
. .
w = varies
rakes, ridges and valley terminations.
69660:0
; • .vdying thickness
Manufactured for each tile profile.
66 . •
•i.•
2.1 NLkNUFACTuRiNG LOCATION
2.1.1. Deerfield Beach, FL.
2.2 EVIDENCE SUBMITTED:
Test Aaencv
Test Identifier
Test Name/Report Date
Redland Technologies
7161-03
PA 102 Dec. 1991
7161-03
PA 102(A) Dec. 1991
7161-03
PA 108 Dec. 1991
P0402
Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
P0631-01
PA 108 July 1994
Letter Dated Aug. 1, 1994
PA 108 Aug. 1994
Professional Service Industries, 224-47099
PA 112 Sept. 1994
Inc.
The Center for Applied
94-060B
PA 101 March, 1994
Engineering, Inc.
94-084
PA 101 May 1994
25-7094-1
PA 102 Oct. 1994
25-7094-7
PA 102 Oct. 1994
25-7094-4
PA 102 Oct. 1994
Project No. 307025
PA 100 Oct. 1994
Test #MDC -76
NOA No.: 12-0917.07
r
rn�r�IAPPRO
Expiration Date: 12/16/17
ED!,
Approval Date: 12/06/12
Page 2 of 6
2.2 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Reno
Date
25-7183-1
PA 102
Feb. 1995
25-7183-2
PA 102
Feb. 1995
25-7214-2
PA 102
March, 1995
25-7214-6
PA 102
March, 1995
Celotex Corporation Testing
528454-2-1
PA 101
Sep. 1998
Services
520109-2
Dec. 1998
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
March 1999
IBA Consultants, Inc.
2381-249
TAS 112
09/20/07
American Test Lab of South
RT1024.01- 11
TAS 112
10/28/11
Florida
0000
3. LIMITATIONS ' • • • •' 0000..
.. 0000
3.1 Fire classification is not part of this acceptance. •
0000.. 0000 0000..
3.2 For mortar or adhesive set rile applications, a static field uplift test shall be perf8 MM In accordance wit4 • • • •
0000 0000
6
TAS 106.
0000 0000 0
0 . 000..
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laborator)r io pe!form quarterly test.:..'
in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to - the Building Code 6.6.6
6
.66.6
Compliance Office for review. .0 00
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications St�td'�* listen• •6*,
section 4.1 herein. 0..0 0000
.6060.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope'd$1'ess 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.: 12-0917.07
Mu►htaeu4ne counmr Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 3 of 6
4. INSTALLATION
4.1 Hanson `Hacienda' 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 (Ibt) length-1(ft) Width -w (ft)
-Janson Hacienda Tile 1 10.0 1.4375 1.08
Table 2: Aerodynamic Multipliers -X (ft3)
0000 Tile
I (ft3)
(ft3)
0.9000 •0000•
Batten Application
Direct Deck Application
•Rroffie
""Nofle: •�
�:.�...
Hinson Hacierda Tile
0.267
0.289
;'•••; 0000 ..Table 3: Restoring Moments due to Gravity - M ft -Ib
Tile
Profile
.":"dile •••
3"•
415• 12"
5"• 12"
5'°• 12"
7"• 12" or
""Nofle: •�
�:.�...
28.8
1-10d Smooth or Screw
Shank Nail
8.8
11.8
4.1
..
16.4
21.9
7.1
reater
H1Vson 0
Batter
Arect
Battens
Direct
Battens Direct
Battens Direct
Battens
Direct
WbGepda Tile
:
Dbck
19.0
Deck
Deck
Deck
35.5
I Deck
:5.92.
6.80
5.82
6.69
5.70 6.55
5.56 6.39
5.41
6.22
0 •"'
-- 9 9999 9 99
• • •
*Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
For Nail -On Systems
Tile
Profile
f=astener Type
Direct Deck
(Min 15132" plywood)
Direct Deck
(Min. 19132" plywood)
Battens
Hanson
Hacienda Tile
2-10d Ring Shank Nails
27.8
37.4
28.8
1-10d Smooth or Screw
Shank Nail
8.8
11.8
4.1
2-10d Smooth or Screw
Shank Nails
16.4
21.9
7.1
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1-10d Smooth or Screw
Shank Nail Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw
Shank Nail Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw
Shank Nails Field Clip)
35.5
35.5
34.8
2-10d Smooth or Screw
Shank Nails(Eave Clip)
31.9
31.9
32.2
2-10d Ring Shank Nails 43.0 67.5 50.9
1 Installation with a 4" tile headlap and fasteners are located a min. of 2%" from head of tile.
NCA No.: 12-0917.07
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 4 of 6
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two patty Adhesive Set Systems
Tile Profile
The Application
Minimum Attachment
Resistance
Hanson Hacienda Tile
Adhesive
26.1
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3MTM 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per a 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single patty Adhesive Set Systems
Tile Tile Attachp�el�t.
j
Tile Profile
Tile Application
Minimum Attachment
Mortar Set
20.6; -
Resistar;8L'.
. •••• ..
Hanson Hacienda Tile
3M 2 -Corry onent Foam Roof Tile Adhesive AH -160
-so ;86.61•:..
3M 2 -component Foam Roof Tile Adhesive AH -160
45. ..
4 Large paddy placement of 54 grams
0.8.0 • ' '
5 Medium paddy placement of 24 grams
• & a s & • : _ : _ '
-- Table 8: Attachment Resistance Expressed as a Moment - Mf VI -10V ••;
for Mortar or Adhesive Set Systems �.•.•• •
Tile Tile Attachp�el�t.
j
Profile Application �.. •
$resistance •
Hanson Hacienda Tile
Mortar Set
20.6; -
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following
statement: "Miami -Dade County Product Control Approved".
HANSON HACIENDA ROOF TILE
TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TME)
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.: 12-0917.07
MIAMy y]A�E CoIIM- Expiration Date: 12/16/17
"' e o Approval Date: 12/06/12
Page 5 of 6
Y+'ASTE� TTlYT Tr
HANSON HACIENDA CONCRETE ROOF TILE
END OF TRIS ACCEPTANCE
BLOCK
9999
9999
9999
9999
9999
9999
9999..
9999
9999..
9999..
•.....
.....
90.09
9999..
......
•....•
NOA No.: 12-0917.07
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 6 of 6
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
84402.13.1 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. 7.Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of
p iding that the roof system meets the wind resistance and water instruction performance standards • • • •
Aesthetics (appearance) are not a consideration with respect to workmanship pro.!sic*.;.uretic issue-
such as color or architectural appearance, that are not part of a zoning code, should be t6dreSsed as pDrM
the agreement between the owner and the contractor.
0000..
2. Renailing wood decks: When replacing roofing, the existing wood roof 4Niny have t; e•
renail in accordance with the current provisions of Section R4403. (The rogf deck is.W9@Jy conceaJj prjor
to removing the existing roof system). so 9 ••;
9990..
3. Common roofs: Common roofs are those which have no visible delinea&n between neighboring
units i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofigg cgRtjactor and/or •
ow
n6rd notify the occupants of adjacent units of roofing to be performed. • • :006
0000
4.Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
bom below. Theowner 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. 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. —a�Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overioaded 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.
7. _-��Ventilation: Most roof structures should have soTven
naiural airflow through the
interior of the structure assembly (the building itself). The existic ventilation shall not.be
reduced. It may be beneficial to consider additional venting w extending the a 'ce life of the
roof.
Owner/Agent's Signature D Contract Da e
Revised on 7/9/2009 LD
999999
000000
.0900"
9999.
0000. 9
999900
990999
0 9
090099
0 0