REV-18-3597Miami Shores Village
RECEIVED
6-
BUILDING
PERMIT APPLICATION
Building Department DEC 05 1018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 U 41
FBC 201 �-
Master Permit No. RF-7-18-2013
Sub Permit No. IZE V IC) — & Sq ":4
❑BUILDING ❑ ELECTRIC ® ROOFING 5a REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1010 NE 105 ST
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: 11-2232-028-0020 Is the Building Historically Designated: Yes NO.
Occupancy Type:RE51DENTLAL Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):.invr.F w RnNHAm Phone#: 305-895-6054
Address: 1010 NE 105 ST
City: MIAMI SHORES
State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: OCEAN BLUE CONTRACTORS, INC Phone#: 305-234-6065
Address: 7930 SW 126TH TERRACE
City: PINECREST State: FL Zip: 33156
Qualifier Name: DANIEL DEL SOL Phone#: 305-389-5195
State Certification or Registration M CCC #47137
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
City: State
Zip:
Value of Work for this Permit: $'Du- 9 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition
Description of Work: RE -ROOF P.QV i S i -YN 41
Specify color of
color thru tile: LIGHT GRAY RANGE
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $ _
Structural Reviews $
CCF $ CO/CC $
DBPR $ Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
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 on 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.
Signatur , . rj
Y E BONHAM
OWNER or AGENT
"4
The fogoing instru e t was ackn wledged before me this
J) day of t 20 by
U L Poo N m who is personally kr1own to
1
me or who has produced • as
identification and who did take an oath.
NOTARY PUBL
Sign:
!�
Print. �, a
Seal: MARGARITAN. LEON
MY COMMISSION # GG11734
EXplRES:JWy 13,2020
F0 -
Signature
_T'—�:�h
DANIEL DEL SOICONTRACTOR
The f r ing in 1 ent was ackn ledged before me this
day f� 20 by
\ wh ersonally known to
me or who has produced
identification and who did take an oath.
Sign:
Print:
Seal:
rll
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
12/5/2018 Property Search Application- Miami -Dade County
OFFIC F OF THt a�RU�'� �l Y APPRAISER
Summary Report
Property Information
Folio:
11-2232-028-0020
Property Address:
1010NE105ST
Miami Shores, FL 33138-2106
JOYCE W BONHAM LE
Owner
REM DAVID BARNETT WATSON
REM MADELYN F WATSON
COMEAUX
Mailing Address
1010 NE 105 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1100 SG FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/2/0
Floors
1
Living Units
1
Actual Area
2,325 Sq.Ft
Living Area
1,821 Sq.Ft
Adjusted Area
1,994 Sq.Ft
Lot Size
11,025 Sq.Ft
Year Built
1951
Assessment Information
Year
2018
2017
2016
Land Value
$386,022
$386,022
$330,876
Building Value
$161,514
$161,514
$161,514
XF Value
$0
$0
$0
Market Value
$547,536
$547,536
$492,390
Assessed Value
$218,244
$213,756
$209,360
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Assessment
$329,2921$333,780
$283,030
Cap
Reduction
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
MIAMI SHORES ESTATES PB 47-58
LOT 2 BLK 1
LOT SIZE 75.000 X 147
OR 12467-0289 0385 1
Generated On : 12/5/2018
Taxable Value Information
2018; 2017 2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$168,244
$1163,7561
$159,360
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$193,244
$188,756
$184,360
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$168,244
$163,756
$159,360
Regional
Exemption Value
Taxable Value
$50,000
$168,244
$50,090
$163,756
$50,000
$159,360
Sales Information
PrevPrevious
Price
ORBook-Qualification Description
g
08/08/2018
$100
31098-1013 Corrective, tax or QCD; min
consideration
03/01/1985
$107,000
12467-0289 Sales which are qualified
OS/01/1977
$68,000
09790-1401 Sales which are qualified
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 Agreement at http://www.miamidade.gov/info/disciaimer.asp
Version
Rff
ROOF ASSEMBLIES Ate 00 ST CTU
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: EAGLE ROOFING PRODUCTS LLC
1
Notice of Acceptance Number 18-0829.05
1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
1
-39.1 pl:•
•
1
Deck Type: 5/8" CDX PLYWOOD
• • • •
......
:fee*:
Type Underlayment:
• •
•
• ��
1
30# STM FELT
Roof Slope:
• • • •
w,
....
.
4 12
• • • • • •
1 •
•
Insulation: LNIA
•
.1.....
• • • • • •
.�
01
Fire Barrier:
..
NIA
Ridge Ventilation? Fastener Type & Spacing: 1 1I4"RS NAILS 6" ON LAP 12" ON FIELD 1
NIA
1
Adhesive Type: SELF -ADHERED 1
1
T e Ca Sheet: 1
YP P BORALTILESEALUNDERLAYMENT 1
1
Mean Roof Height: 12 Roof Covering; LOW PROFILE CONCRETE TILE 1
1
Type & Si2n Drip 3x3 26 GAUGE GALVANI D 1
Edge: 1
RECEIVED
DEC 0 5 2018
1
1
�wq Ile
Me
PERMIT #:
.�—
Miami
Shcres Village
APPROVED
BY DATE
ZONING DEPT
BLDG DEPT
SUBJECT TO CCMPLIFTICE WITH ALL FEDERAL
STATE ANu CGUIVI Y AULES AND REGULATIONS
6
FLORIDA BUILDING CODE —BUILDING, 5th EDITION (2014) � 15.39
f 1 1 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elie zcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
1
1
1
1
1
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1
1
1
1
1
1
1
1
1
1
1
1
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1
1
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the M, values
are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1: -39.1 x 7,.278 =-10.869 - Mg: 7.59 = M-18.4598 Product Approval M, 31.3 • • •
(P2: -68.1 xi,, .278 =-18.931. - Mg: 7.59 = M 2 -28.5218 Product Approval M, 31.3 • • •
P3: -100.7 XX .278 =-27.9948 M 7.59 31.3 • • • • • •
( _) - g: = M�, �5.5sas Product Approval M, •
Method 2 "Simplified Tile Calculations Per Table Below" . • • • • •
Required Moment of Resistance (M,) From Table Below Product Approval M, • •
M, required Moment Resistance" •. • • �'
Mean Roof Height
Roof Slope
15'
20'
25'
30'
• • : •4b'
•
2:12
34.4
36.5
38.2
39.7
A.2
3:12
32.2
34.4
36.0
37.4
00 39.8
4:12
30.4
32.2
33.8
35.1
37.3
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
28.2
30.0
•
•
•••••
"Must be used in conjunction with a list of moment based the 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"
(P1:_ x L - x w: _ ) - W: x cos 0 _ = Fr, Product Approval F'
(P2: x L = x w: = ) - W: x cos 8 = Fn Product Approval F'
(P3:_ x L = x w: = ) - W: x cos 0 = F,3 Product Approval 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 pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
M9
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M9
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculedons must be submitted to the building official at the time of permit application.
15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Patecio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement No further reproductions authorized.
COu1�u D�]
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Mim* Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
SCOPE: •
This NOA is being issued under the applicable rules and regulations governing the use of coxww"on mitefW9. The.... ; •
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prodt&4 (30ntrol Section to be
......
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdic.0m t"J). 0 • • • • • •
.... •.•• •.•.•
This NOA shall not be valid after the expiration date stated below. The Miami Dade County-Fradmt Control Section..:..'
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to hawthis • • • • • •
product or material tested for quality assurance purposes. If this product or material fails to jMh in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately reyoke, rr jx if;,ar "
suspend the use of such product or material within their jurisdiction. RER reserves the righftAfevpke thi$ gc�eptancp! • • •
if it is determined by Miami -Dade County Product Control Section that this product or material fails to n1wilh8
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: Low Profile Concrete 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 revises NOA No.18-0509.18 and consists of pages 1 through 10.
The submitted documentation was reviewed by Freddy Semino t)
NOA No. 18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 1 of 10
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE:
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in
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 ; isiiggAe vsiues listed ill
section 4 herein. The attachment calculations shall be done as a moment based systd1h. ; • • •
...... . .. ......
2. PRODUCT DESCRIPTION:
• • • • • • .... .... . .
Manufactured by
Test
. .. .... .....
Pro uct
Applicant
Dimensions
Specifications
...... . ... .....
Deurq{tion •
Low Profile
Lenght =17"
TAS 112
Flat profile concrete lbo f tde equipped with two •
Concrete Tile
Width = 12 '/4'
Type 3a
nail holes. For adhesive set, dire4t dq(% or • • • • • •
Thickness ='/2"
Class III
battened nail -on app 'Vahons. ......
Low Profile
Lenght =17"
TAS 112
Flat profile concrete roof rile equipped with two
Concrete Tile
Width = 12'/4"
Type 3a
nail holes. For adhesive set, direct deck or
Thickness ='/Z'
Class M
battened nail -on applications.
Low Profile
Lenght =17"
TAS 112
Flat profile concrete roof tile with slate finish
Concrete Tile
Width = 12'/4"
Type 3a
equipped with two nail holes. For adhesive set,
Thickness ='/2"
Class III
direct deck or battened nail -on applications.
Low Profile
Lenght =17"
TAS 112
Flat profile concrete roof tile with shake finish
Concrete Tile
Width = 12 '/4"
Type 3a
equipped with two nail holes. For adhesive set,
Thickness = %2"
Class III
direct deck or battened nail -on applications.
Low Profile
Lenght =17"
TAS 112
Flat profile concrete roof file brushed finish
Concrete Tile
Width =12 '/4'
Type 3a
equipped with two nail holes. For adhesive set,
Thickness = %2'
Class III
direct deck or battened nail -on applications.
Trim Pieces
Lenght = varies
TAS 112
Accessory trim, concrete roof pieces for use at
Width = varies
hips, rakes and ridges. Manufactured for each
varying thickness
file profile.
NOA No.18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 2 of 10
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Description
ICP Adhesives Polyset® AH-160 Two component polyurethane
foam adhesive.
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
TILE BOND' Roof Tile Adhesive Single component polyurethane The Dow Chemical Company
foam roof rile adhesive.
DAP Foam Touch N Seal
Two component polyurethane
Dap Foam, Inc.
StormBone 2 Roof Tile Adhesive foam adhesive.
..
..
2.2 MANUFACTURING
LOCATION
......
•
. .
. .. .... ..
2.2.1. Sumterville, FL
......
....
; • • • •;
23 EVIDENCE SUBMITTED:
.. ..
.. . ......
Test Agency
Test Identifier
Test Name/Report •
0 • oDate • • o: %
000,
PRI Asphalt Technologies
ERPF-001-02-01
TAS 112 •0 • • •;
• APg. 20060 • • • 0
Redland Technologies
7161-03
Static Uplift Testing
0 • •Dec. 1991
Appendix III
TAS 102
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix H
TAS 108 (Nail -On)
Redland Technologies
P0402 Withdrawal Resistance Testing of screw vs.
Sept. 1993
smooth shank nails
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel Testing
Aug. 1994
1994
TAS 108 (Nail -On)
Redland Technologies
P09647-01
Wind Tunnel Testing
Aug. 1994
TAS 108 (Mortar Set)
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
The Center for Applied
25-7094-(2, 5, & 8)
Static Uplift Testing
Oct. 1994
Engineering, Inc.
TAS 102
The Center for Applied
25-7183-(5 thru 6)
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
The Center for Applied
25-7214-(1, 5, & 8)
Static Uplift Testing
March, 1995
Engineering, Inc.
TAS 102
The Center for Applied
25-7487-2
Static Uplift Testing
Dec. 1995
Engineering, Inc.
TAS 102
NOA No.18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 3 of 10
The Center for Applied 25-749641 & 4) Static Uplift Testing Dec. 1995
Engineering, Inc. TAS 102
The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996
Engineering, Inc. TAS 102
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. Calculations Aerodynamic Multiplier Sep. 2006
Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity :. S(U 2006
ATL of South Florida RT1214.01-15 TAS-112 • • .. 12/17/1.5
ATL of South Florida RT0706.01-17 TAS-112 .,,;,, 0I/25/17:�••�
PRI Construction Materials DAPF-001-02-13 Static Uplift Resistance Tesltrtg'. ."t2/.30/17• •
Technologies DAPF-004-02-01 TAS 101 (Adhesive) 0069/09/18":".
DAPF-004-02-02 • •. V;09/ l 8* 0 0
.. .. .. ......
...... '
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 s At be
required, refer to applicable Building Code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County 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.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
Rule 61G20-3 of the Florida Administrative Code.
4 INSTALLATION:
4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles 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. 18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 4 of 10
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (Ibf)
Length-1(ft)
1
Width-w (ft)
1
Low Profile Flat Tile
11.4
1.42
1.03
Table 2: Aerodynamic Multipliers - A (ft3)
1
Tile Profile
A (ft)
A (ft3) }
Batten Application
Dire CtDeck lication
Low Profile Flat Tile
0.301
0.278
Table 3: Restoring Moments due to Gravity - Me (ft4bfk •
Tile
311:12"
4":12"
5":12"
699:U 9
$rapier thM
Profile
•••:••
Z":12" .
Battens
Direct
Battens
Direct
Battens
Direct
Battens
• i[Vet
Boo. n
Direct
Low Profile Flat
Deck
Deck
Deck
..plc
De
Tile
7.48
7.71
1 7.37
7.59 11
7.22
7.44
7.05
•7.27
E.86:
7.Q�.
Table 4: Attachment Resistance Expressed as a Moment - M*(ft-Ibl) �...:. 0 •'
for Nail -On Systems • • • • • •
.. . ..
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
• 98ttens
2-10d Ring Shank Nails
30.9
38.1
17.2
Low Profile
Flat Tile
1-10d Smooth or Screw
shwa c %ail
7.3
9.8 t
4.9
Low Profile
Flat Tile
2-10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw
Shank Nail Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw
Shank Nail Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw
Shank Nails Field Cli
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' 50.3 65.5 48.3
1. Installation with a 4" fle'neadlap and fasteners are located a min. of 2'l? from head of tile.
NOA No. 18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 5 of 10
Table 5: Attachment Resistance Expressed as a Moment Mf (ft4bf)
for Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Attachment
Resistance
Low Profile Flat Tile
Adhesive'
1 See manufactures component approval for installation requirements.
2 The Dow Chemical Company TileBond' Roof Tile Adhesive weight per patty 13.9
grams.
31.3
- -
3 ICP Adhesives Polyset® AH-160 weight per patty 8 grams.
31.3
4 DAP Foam Touch N Seal StonmBond ® 2 Roof Tile Adhesive weight per paddy 8 grams
:lose. G , ,
......
Table 6: Attachment Resistance Expressed as a Moment - Mr -I
...
for Single Patty Adhesive Set Systems •.... •
00
•
Tile Profile
Tile Application
A-Mchmeht
kesistaried
,,,,,,
Low Profile Flat Tile
Adhesive 5 •
...
5 See manufactures component approval for installation requirements. '
• •
• • •
6 ICP Adhesives Polyset® AH-160 large paddy placement of 45 grams.
' 118.9
7 ICP Adhesives Polyset® AH-160 medium paddy placement of 24 grams.
40.4
8 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive large paddy placement of 45 grams.
73
9 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive medium paddy placement of 24
44
rams.
Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-lbf)
for Mortar Set Systems
Tile Profile
Tile Application
Attachment Resistance
Low Profile Flat Tile
Mortar Set
43.9
10 Tile-Tite Roof Tile Mortar.
NOA No. 18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 6 of 10
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".
EA1G�
FLORIDA
(LOCATED ON UNDERSIDE OF TILE)
OR
EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
......
...
......
......
....
....
. .
....
....
.....
......
....
.....
•• ••
•• •
••••••
••••••
to
. .
. .
••••••
•
0
•
too
......
to .
Low PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
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 AHJ or applicable Building Code in order to properly evaluate the
installation of this system.
NOA No. 18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 7 of 10
PROFILE DRAWING
LOW PRonLE ROOF TILE
LOW PROFILE ROOF TILE
Jj� :096:0
•
••••
••••
.••. ••
• •
••••••
• •••
•••••
•. ••
•• •
••1•••
• • •
•
• •
•
• •
•
•
:Does00
• •
NOA No.18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 8 of 10
LOW PROFILE ROOF TILE
LOW PROFILE ROOF TILE
12%44
...
•. .
NOA No. 18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 9 of 10
LOW PROFILE ROOF TILE
END OF THIS ACCEPTANCE
•
tr••
1'2..•••
NOA No. 18-0829.05
Expiration Date: 10/05/21
Approval Date: 10/04/18
Page 10 of 10
M IM I®D
� MiAMi-DADE COUNTY
iADE
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33I75-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
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 cdstfu4ion PWeriils. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - PsodilctGontral Section toAe. .;
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictic6AHJ). . .
.
.... ..
.... .... .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County44eyduct ControLSection....
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tl[efigbt to have; his • • : • •
product or material tested for quality assurance purposes. If this product or material fails toeperform in thtaccbpted • • • •; •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediajely#reToke, mocfiity, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke jf90 se&ptan�e,
if it is determined by Miami -Dade County Product Control Section that this product or materiarflMs to nwet 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: BORAL TileSeal
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 new NOA consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 1 of 4
ROOFING COMPONENT APPROVAL
Cateeorv:
Roofing
Sub-Cateeory:
Underlayment
Material:
SBS
PRODUCTS DESCRIPTION:
Product Dimensions
BORAL TileSeal 36" x 36' rolls
36" x 72' rolls
Boral Citadel Plus 36" x 72' rolls
MANUFACTURIGN LOCATION:
1. Brentwood, NH.
2. Houston, TX.
EVIDENCE SUBMITTED:
Test Agency
PRI Construction Materials
Technologies, LLC.
Trinity ERD
Test
Product
Specification
Description
TAS 103
SBS self -adhering asphalt sheet m4terial with a
ASTM D1970
white glass re -enforced polyy ster 4ffi iilg fabriF; • • •
for use as an underlaynwnt in slopedoof
assemblies. •••••• ' •• ••••••
ASTM D1970
SBS self -adhering asoalt %beet nVteriakwith a • • • •
poly film -facer; for use as a mid ply 1MerlaynleV • •
in sloped roof assemblIasi • Poe@• • •
• • • • • • • •
. . . . ......
Test Identifier
OCF-356-02-04
OCF-356-02-02
OCF-356-02-01
OCF424-02-04
OCF-424-02-01
OCF-424-02-03
BRLRF-SC 16810.11.17
Test Name/Report
Date
ASTM D1623
07/25/18
TAS 103
07/24/18
ASTM D1970
07/26/18
ASTM D1623
07/25/18
ASTM D1970
07/25/18
TAS 103
07/25/18
ASTM D 1876 11/28/17
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood, non -insulated
Deck Description: 15/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type U or ASTM D2626 with a minimum 4" head lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps
and two staggered rows 12" o.c. the field of the roll.
Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval.
(Optional):
...... . .. ......
Membrane: One or more plies of BORAL TileSeal Underlayment with a mininxm:�:head lap and
minimum 6" end lap. Place the first course of membrane parallel tq the a ve, rolkeg the
membrane to obtain maximum contact. Remove the release membrdli2 9s the meii#ane is • • • • •
applied. Vertical strapping of the roof with BORAL TileSeal UnderrQyment is.AcL'ptable. •A?19 •
end laps and laps without black selvage area shall be sealed under3 jq j*u%ng an NS modified'
. . o
mastic. . . . . ......
Note: When used in Tile roof systems BORAL TileSeal Underlaynent shall bgbac k nailedfo
deck with approved annular ring shank nails and tin caps at a maximum 12" o.c oirt the side
laps. No nails or tin caps shall be exposed.
Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof
Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies.
NOA No.: t8-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 daysgf
application. : .'. '
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when Ware lopded directlX • "o
00
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pir"greater than 6:12". •
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed apprp"? a f this Wt titl with • 0 •
.... .....
specific prepared roofing products. • : : • •.... o 0 • • 00000
.
8. Tiles shall be stored on battens on roof pitches greater than 6:12". ' .. • ; 0100000
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice o#At;tptance listing •
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acteptarke. IMQP,4L "••''
TileSeal underlayment is not listed, a request may be made to the Authority Having JuAdiorion (A11J)orthe : e o o o
Miami -Dade County Product Control Department for approval provided that appropriate documentatipjrVe
provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane
from the center outward in both directions. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment, and sealed using an SBS modified mastic.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below
END OF THIS ACCEPTANCE
MvuHEoaoe couNrr NOA No.: 18-0502.03
_ , Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 4 of 4