RF-18-2965Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
30 NE 97TH ST, Miami Shores, FL 33138
Contacts
Issue Date 09/28/2018
Parcel Number
1132060130790
Permit NO.: RF-09-18-2965
Permit Type: Roof
Work Classification: Tile/Flat
Permit status: Approved
Expiration: 03/27/2019
JAVAN THOMPSON Owner
30 NE 97 ST, MIAMI SHORES, FL 331382331
CHERRY ROOFING ENTERPRISES INC Contractor
3901 SW 40 AVE, HOLLYWOOD, FL 33023
(954)963-2741
Description: RE -ROOF TILE AND FLAT Valuation: $ 18,500.00 Inspection Requests:
f9-762-4946''
Total Sq Feet: 2,700.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$11.40
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$3.80
Roofing Fee
$250.00
Scanning Fee
$12.00
Technology Fee
$7.50
Total:
$342.20
Permit Received By
Building Department Copy
Payments
Amt Paid
Total Fees
$342.20
Check # 1405
$342.20
Amount Due:
$0.00
Inspections: I
Tin
Roof Installation
Roofing Final
Date
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: 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. Futhermore, I authorize the bov nameo�contr*gaf to d-e thg work stated. 1
Authorized Signature: Owner / Applicant / Contractior / Agent
September 28, 2018 Page 2 of 4
NOTICE. OF COMMENCEMENT CFN 2018RO 591770
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR BK 31158 F's 4417 (1 f'3 s )
Q� Q 2 {�l�j RECORDED 09/27/2�i1"1 09:55:23
PERMIT NO. Y"r �D7- TAX FOLIO NO.II37-U001i > l 1 1 b� HAF.'VEY R.UVINY CLERK OF COURT
MIANI-DADE COUNTYr FLORIDA
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and In accordance with Chapter 713, Florida Statutes, the followin MONTY OF D %IX
is provided In this Notice of Commencement. owMkt 18 • NM oppy of flte
MrW fta in on 7 day of
AD4L
1. Legal descriptions pi property and streetAaddress:
Description of Improvement:
S
of Ci►r A and CW* Cot HS
3.Owner(s) name and address: GiV'
Interest in property: i3 g
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number:Chr?. QJRk n Q%CIe\- E) V Sk I i4c-) _
5'Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number:
Amount of bond $ __
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida. Statutes,
.Name, address and phone number:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this .Notice of Commencement:
(the expiration date is t year from the date of recording unless a_dtfferent date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART.1, SECTION 713.13. FLORIDA STATUTES,, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT
Slgnature(s) o ►er(s) or y r(s)' Authorized O ficer/Director/Partner/Manager
Prepared By Prepared By
Print Name Print Name
Title/Office Title/Office
STATE OF FLORIDA
COUNTY OF M1AMI-BADE.
The fo . oing instrumeennt.Was acknowledged before me thls� — l day of S
By -'°GW�IE',-n r��tlti� i
L) Individually, or ❑ as for
L) Personally known,. or I roduced the following type of ld t'fication:
II Signature of Notary Public:
Print Name:
(SEAL)
2 �p,4Y PV6 JAMIE WAPPE8E4
V F CATt ECTION 9 . F ORIDA STATU �• .� Notary Public - Rate of Florida
Under penalties of perjury, { declare that I have read the foregoing and _ comlulsslon: GC- 128370
that the facts stated in it are true, to the best of my knowledge and bet MY Comm:fizpires Jul 26, 2021
Borded through t,edcral AoteryAssr.
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Part
By By
123_01-52 PAGE -EM2
BUILDING
PERMIT APPLICATION
Miami Shores Village RECEIVED
Building Department
SEP yore
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 0
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 (1�°Tk4-
Master Permit No. Uks " G
Sub Permit No
❑BUILDING ❑ ELECTRIC ntOOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: � � Q�1_ S
City: Miami Shores County: Miami Dade Zip: 3,�J
Folio/Parcel#:k 1`�Qcb ' 0\-5- mg n Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Constructions Type: � Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder)Phone#:
Address: �yU\J t\.., J_j � \
lv �
City: ouy-1 1 zJY tJ( es State: A Zip:
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name:
Phone#:
hone#:
Address:
City: State: State: Zip:
Qualifier Name :_1— � `S �,he' 6&.A Phone#:3Cs--:az. S
State Certification or Registration #:LC- A
rtificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: Sta�t•�e:M Zip:
Value of Work for this Permit: $ � Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration _--�❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:�'���
Submittal Fee
Scanning Fee $ Radon Fee $ E3 - (53 DBPR $ !�j • ,� Notary $
Technology Fee $
Structural Reviews $
Training/Education Fee $
Double Fee $
Bond $
TOTAL FEE NOW DUE (4
(Revised02/24/2014)
t ' s
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
Zi
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.
Signature Signature0A40
P7NER or AGENT CONTRACTOR
The foregoing instrum nt was acknowledged before me this The foregoing instrument was acknowledged before me this
day o 20 (Q by day o � � 20, by
77 l 1 \ r w o is personally known to �f S \ •QI-P—K -!wham nPrsonally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
gn: Si `
Prin . `�� Print:
Rf
JAMIEWAPPERER r a JAMIEWAPPERER
Se al.?�: �� ^;
r,.,
ti No%atY Public - S;ate of Florida
Notaty Public - State of Florda
• _� = Commisslon:G.12837C
. ; ^• Cor tr ssion = GC 128370 r;
:, My Comm ExpiresJu126.202t
oeS MyComm.'ExpiresJui26.2C21 ;Fcc.:
, BcrdedthrouShAdncr?I\_t2ryAssr.
*** *Jk•*AI;*�k**�x'>flaA�'t�s�ieAi:llf���rt'� * **** *n*** ********* *********************
APPROVED BY Plans Examiner Zoning
Structural Review
(Revised02/24/2014)
Clerk
Property Information
Folio:
11-3206-013-0790
Property Address:
30 NE 97 ST
Miami Shores, FL 33138-2331
Owner
JAVAN THOMPSON
Mailing Address
30 NE 97 ST
MIAMI SHORES, FL 33138-2331
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/3/0
Floors
1
Living Units
1
Actual Area
2,221 Sq.Ft
Living Area
1,762 Sq.Ft
Adjusted Area
1,935 Sq.Ft
Lot Size
8,625 Sq.Ft
Year Built
11938
Assessment Information
Year
2018
2017
2016
Land Value
$215,711
$215,711
$215,711
Building Value
$136,138
$136,259
$136,381
XF Value
$1,751
$1,751
$1,751
Market Value
1 $353,600
$353,721
$353,843
Assessed Value
1 $131,333
$128,632
$125,987
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$222 267
$225,089
$227,856
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 SEC 1 AMD PB 10-70
W1/2 LOT 8 & LOT 9 BLK 6
LOT SIZE 75.000 X 115
OR 16861-1733 0795 1
Generated On : 8/14/2018
Taxable Value Information
2018
2017
2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$81,333
$78,632
$75,987
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
1 $106,333
$103,632
$100,987
City
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
$81,333
$78,632
$75,987
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $81,333
$78,632
$75,987
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
07/01/1995
$99,000
16861-1733
Sales which are qualified
02/01/1984
$79,000
12076-3027
Sales which are qualified
08/01/1978
$60,000
10121-1804
Sales which are qualified
03/01/1971
$26,500
00000-00000
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 hfp://www.miamidade.gov/info/disdaimer.asp
Version:
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 755.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: UO �hE3tnr -fin
Property Address: JO f\J CT
Roofing Permit Number:
Date:
Dear Building Official:
► ����n �� +^ certify that ► am not required to retrofit the roof to wall connections of my
building because:
die just valuation for the structure for purpose of ad valorem taxation is less than $300,000,00, Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
edition of the South Florida Building Code (1994 SFBC)
rgnature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he he is the ow er for the above property mentioned,
Sworn to and subscribed before me thi day of JAMIE WAPPERER
1-0 Notary Public - State of Florida
^ ? Commission = GG 128370
M Comm. -Ex ices Jul 26.2021
Notary Public, Sate of Florida at LarO7-- c , : k U BordedthroughNatiV^ralAotaryAssr,
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with F8C nor 1994
SF8C. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation,
Revised on 5/21/2009
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name,
PropertyAddres
Roofing Permit Number:
Date:
Dear Building Official:
I i"F(_`S 7:3 _- C�xGC Certify that I have improved the roof to wall connections of the referenced
property as required by the Manu Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential
Structures as adopted by the Florida Building Commission by Rule 913-3;047 F.A,C.
Signature
State of Florida
County of `Dade
="Q
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned'.
Sworn to and subscribed before me this C5dP day of ._20 IS
ki
Notary Public, Sate of Florida at L
SEAL}) ; �eav �'••
r`a ;
JAMIE WAPPERER
Notary Public - State of Florida
Commisslon GG 128370
My Comm. Expires Jul 26.2021
-•.��:
Borde4thruchAaicrdAcrrvAssr.
Revised an 512
FINAL COMPLIANCE
❑ New Reef Bkke.Rooflna ❑ Recoverina ❑ Renalr _ G
•1N."/_
Flnnf Oran /SFI Staan Sineetl li
.74 ]r.7i1:Iffi: • . iJF.
onerM Una Uvarnow arams_ mMUUM UmmanauUna Ul MOLuUENa MENU rovn925. WAItsa
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
,,,,,
,,,,,
,,,,,
.....
.....
.....
Roof System Required Sections of the Attachments Requir00 e
d
Permit Application Form
See List Below
L,aw,Slope Application
A,B,C
1,2,3,4,5,6,7
p't'bsCripti�e BUR-RAS 150
A,B,C
4,5,6,7
Rspbaltic Shirqles
A,B,D
1,2,4,5,6,7
;gncrete dr try Tiie
a,B,D,E
1.2.3.4.5,6,7
Metal.Roo
1.
Fire Directory Listing Page
2.
From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations x
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or
RAS 128
4.
Other Component Notice of Acceptances
,5.
Municl al Permit Application
16.
Owners Notification for Roofing Considerations Re-Roofirt On
7.
An Required Roof Testing/Calculation Documentation
123 01-48 1/18 PAGE 1
I tv
Florida Building Code 6m Edition 2017
HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION
Section D (Steen Sloped Roof S-Wem)
Roof System Manufacturer: .. CT
Notice of Acceptance Number: (5 Ja2 I • 04
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1• P2• g• P3: 100
Maximum Design Wind Pressure
(From the NOA Specific System):
Metbod of the attacbment. — 1 C
...7Tf
Underlayment Type: -:F�Q Ire �--I- +19-rM -PZZ Co I i
Insulation:
Fire Barrier. I • • •
Roof slope
j :12
Ridgor
don?
tM i,25
t
Height:
Fastener T e
&Spacing: 1
AdhesiveType: N I b
M,()a V.
Type Ca
Sheet:
Roof
Covering: 1 ei
Type f Si Drip
Edge: a` —" 242 al lA C'i
5 Ncii15
laps
Florida Building Code 6" Edition 2017
HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION
SECTION E (Tile Calculations)
For moment based We systems, chose either Method for 2. Compare the values for M, with the values from MF if
the Mr values are greater than or equal to the M, values, for each area of the roof. then the file attachment method is
acceptable.
Method l `*Moment Based Tile Calculations Per RAS 127" /
Pa:3q L.. X2.(0
2. _��I��%q�) Mg: =1�'lr�: S NOA Mr 0.
P:� �X. z 7l ic�0� 1-Mg: = M: NOA Mr.
Ps:40�•� zx =t�( )-Mg: •.i =M,i:ZI• NOA Me.
Method 2 "Simplified Tile Calculation Per Table Below" ^
Required Moment of Resistance (M j From Table Below: 2 NOA Me: 40-4_ .00000
. . •••• ......
M, Required Moment Resistance* • • •
Mean Roof Height
Roof Slope
2:12
:12
l '
30,
36.5
34A
322
30.1
25
39.2
36.0
33.8
131.6
30,
39.7
37.4
35.1
32.8
40' • • • • • •
42.2 • • .
39.9
37.3 •
34.9
2
5:12
211.4
6:12
26A
28.0 129.4
F-0.5
32.4 •
7:12
24.4
25.9
27.1
28.2
30.0
......
*This table must be used in conjunction with a list of moment based the systems endorsed by the Broward�Qnnly
Board of Rules and Appeals.
For uplift based the systems use Method 3. Compan the values for F' with the values for F, if the F values are
greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T'
(PI: x I: x w:_-) - w• x cos 0• = F,t: NOA F':
R2: x 1: _ x w:) - iv: x cos 0. = Fa NOA F':
(P2: x 1: = x w:_) - w• x cos 0: = Fri_ NOA F'•
Where to Obtain Information
Description
Symbol
Where to Find
Design Pressure
P 1 or P2 or P3
RAS 127 Table I or by an engineering analysis
aced by a P.E. based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
x
NOA
Moment due to Gravity
NOA
Attachment Resistance
Mr
NOA
Requked Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
NOAula
Required Uplift Resistance
F,
Calctcd
Avermp Tile Waislit
W
NOA
Tile Dimensions
1= length
w = width
NOA
All calculations must be submitted to the Building Ofiicial at the time of permit application.
MIAnii-DADS COUNTY
MIAiMI- PRODUCT CONTROL SECTION
Wma 11805 SW 26 Street, Room 208
DFPAt2T11iFNT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE Abl1INISTRATION DIVISION T (781315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) W}YLY.M(flttlittRd�.eo�lecanomv
Eategra Roof Tile, LLC
1289 NE 91' Ave
Okeechobee, ILL 34972
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 MiamiaDade 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 C,rc Mrcl,Scetion
(in Miami -Dade County) and/or the AI°1J (in areas other than Miami -Dade County) rdeivo lbe right• t'd have this- • •; •
product or material tested for quality assurance purposes. If this product or material fails fo petlorm 21 ir�t�'aiccepted
..* .. ..•• •.....
manner, the manufacturer will incur the expense of such testing and the AHJ may irn�e�j;fSty revoke, modify, or •
suspend the use of such product or material within their jurisdiction. RER reserves the right lA Kevoke tbLs a ;peptance,* • • •
if it is determined by Miami -Dade County Product Control Section that this product oi.r atatial fags'tp•mect tile, • •
requirements of the applicable building code. • • • . • • • .. . ..:..'
This product is approved as described herein, and has been designed to comply with 94-Florida .Suildiilig Code .
including the high Velocity Hurricane Zone of the Florida Building Code. • • 0 •
.... %
DESCRIPTION: Plantation Roof Tile • •' • • 0 • • • •
.. .
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 sates, 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 f#14-1120.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Caspar J Rodrigues:,
APPROVED
0--
NOA No.: 15-0721.04 /
Expiration Date- 12M8120
Approval Date: 11/05/15
Page I of 7
2.2 SUBMITTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Report
Date
Walker Engineering, Inc.
Calculations
25-7584
December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set System
April 1999
Farabaugh Engineering and
T295-11
TAS-108
10/05/11
Testing Inc.
Farabaugh Engineering and
T306-11
TAS-108
10/04/11
Testing Inc.
Farabaugh Engineering and
T279-11
TAS-108
09/23/11
Testing Inc.
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 perl<prip. p in accordance with* • • •
TAS 106. *000
••••••
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratoryteperforroquarterly te9t•. •.
in accordance with TAS 112, appendix 'A'. Such testing shall be submitted of OW Miami -Bade froduet•: • • •
Control office for review. • • • • • • 000000
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applitalons Standards listed. •
section 4.1 herein. 0 a :*so**
3.5 30/90 hot mopped underlayment applications maybe installed perpendicular to the roef slopf A nless 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 and Rule 61020-3 of the Florida Administrative Code.
CMAMIMMEMNOA No.:15-0721.04
UN Expiration Date: 072104
Approval Date:11/05/15
PAge 3 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. PRODUCT DESCRIPTION
Manufactured by
Dimensions
Test Product
Applicant
Specifications Descriotion
Plantation Tile
Length: 16'/s"
TAS 112 Flat concrete roof tile for
direct deck or
Width: 13"
battened nail -on, mortar or adhesive set
applications.
Trim Pieces
L = varies
TAS 112 Accessory trim, concrete
roof pieces for
W = varies
use at hips, rakes, ridges apAWLey
Varying thickness
terminations: ManufactureaTUeach till' •"'
profile. ......
.... ....%
.1. MANUFACTURING LOCATION
. ......
• • • •
•
. . .
• •
1. Okeechobee, FL
....
. .. ..
...•
......
... . .....
2.2 SUBMITTED EVIDENCE:
:";':
•
Test Agency
Test Identifier
. .
Test Name/Renort
. . . 0 0 0 •
""rote .
American Test Lab of South
RT0624.05-14
TAS 112
. 0iL7703/14 ' •
Florida
" '
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
PA 102 & PA 102(A)
The Center for Applied
94-060B
Static Uplift Testing
March, 1994
Engineering, Inc.
94-084
PA 101 (Adhesive Set)
May 1994
(Mortar Set)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix II
PA 108 (Nail -On)
Redland Technologies
Letter Dated Aug. 1,
1994 Wind Tunnel Testing
Aug. 1994
PA 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
PA 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
The Center for Applied
Project No. 307025 Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC-76
PA 100
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
March 1999
April 1999
Walker Engineering, Inc.
Calculations
25-7183
March 1995
25-7094
February 1996
25-7496
April 1996
MWMNMDECOl1NTY
NOA No.: 15-0721.04
Expiration Date:12/08/20
Approval Date: 11/05/15
Page 2 of 7
4. INSTALLATION
4.1 Plantation Roof Tile and its components shalt 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 (Ibf)
Length4 (ft)
Width-w (ft)
Plantation Tile
11.6
1.375
1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
Profile
X (ft3)
Batten Application
;L (ft3)
Direct Deck Application
Plantation Tile
0.267
0 0,289 •
Table 3: Restoring
Moments due to Gravity - M (f -lbf) • • • • • • • •' ..
Tile
00Ordaterthact.
Profile
21:12"
3":12"
4":12"
5":12"
6�.12'.
:'.7%12" '
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
rect
att s
Diret t
Deck
Deck
Deck
Deck
"
*Uck
"' . :
Deff
Plantation
7.22
7.91
6.85
7.79
6.75
7.67
6.61
7.52
6.4
.32
6.2
7.04
Tile
•
NOA No.:15-0721.04
. �OExpiration Date:12/08/20
Approval Date: 11/05/15
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(Min 15132"
(Min.19132"
plywood)
plywood)
Plantation Tile
2-10d Ring Shank
30.9
38.1
17.2
Nails
1-10d Smooth or
7.3
9.8
4.9
Screw Shank Nail
2-10d Smooth or
14.0
18.8
7.4
Screw Shank Nails
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or
24.3
24.3
.24.7.
Screw Shank Nail
....
Field Clip)
1-10d Smooth or
19.0
19.0
Screw Shank Nail
Clip)
(Eave
2-10d Smooth or
35.5
35.5 ...'
. • .34.8 . oil
Screw Shank Nails
• •
• ' .:
Field Clip)
000
• • •
2-14d Smooth or
31.9
31.9
:322.
Screw Shank Nails
'. :.,
Eave Clip).".'.
'
2-10d Ring Shank
50.3
65.5
48.3
Nails'
1 Installation with a 4" the
headlap and fasteners are located a minimum of 2%' from the head of 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
Plantation Tile
Adhesive
31.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company Usl3ond Average weights per patty 13.9 grams.
3M- 2-Component Foam Roof Tile Adhesive AH-160. Average weight pera 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Single Patty Adhesive Set S stems
Tile Profile
Tile Application
Minimum Attachment Resistance
Plantation Tile
3M'" 2-Component Foam Roof Tile Adhesive AH-160
118.94
W 2-Component Foam Roof Tile Adhesive AH-160
40.46
4 Large paddy placement of 45 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160
5 Medium paddy placement of 24 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160.
NOA No.: 15-0721.04
JAPPROVEDI_ DI Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 5 of 7
..
..
...
....
.
....
P ...
Table 7: Attachment Resistance Expressed as a Moment - M,(ft-lbf)
for Mortar Set Systems
Tile Profile Tile Application Attachment
Resistance
See specific mortar manufacturer's Notice of Acceptance.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami -Dade County Product Control Approved".
. . .... ......
OR '
. . . .
...... .... ..... .
E N T E G R A 0 0 0 - 0 :0
...... . •
. . . . ..... .
000000
PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE Qr, TKX) ......
•
. . .
6. BUILDING PERMIT REQUIREMENTS: 00
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to properly
evaluate the installation of this system.
MiahtMAo o NOA No.: 15-0721.04
. u Expiration Date:12/0W20
Approval Date: 11/05/15
Page 6 of 7
PROFILE DRAWING
PLANTATION FLAT CONCRETE TILE
•
go go
•
es
go
00
•
•.••.•
•so
•
•
• •
••••••
00000*
••
•
•• •
• •
END OF THIS ACCEPTANCE
MIAMI� ECOLiN7Y
NOA No.: 15-0721.04
f�]IiLl Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 7 of 7
MIAMI-DADE COUNTY
MIAM"a . PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadc.uov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 44' Street
Coral Springs, FL. 33065
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 ggrjtiol Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hityg4bN pro4WI
or material tested for quality assurance purposes. If this product or material fails to perform irr US accepted•rnanner, the. •
manufacturer will incur the expense of such testing and the AHJ may immediately revoke! q+edhfy, or su6p®t7d the ise.:.
of such product or material within their jurisdiction. RER reserves the right to revoke •this acceptance, if it Js •
determined by Miami -Dade County Product Control Section that this product or material fjiMl18Jneet 1t.retlpirements •
•Y•• • •••••
of the applicable building code. •• .
This product is approved as described herein, and has been designed to comply with•llia.l~•lorida Building Code•.•
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, 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 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 I of 11
f
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: 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 Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product es so
Dimensions
Test
...+.. •.+.
Specifications
+ •
6 of
. ICP Adhesives
N/A
TAS 101
Polyset@k fI-160
+.
+..++.
• ICP Adbtsiytj Foarq•' • `.
N/A
• • MNpensef RTF1000 0'"0
AdisAves ProPrack�• •
N/A
• 30 & 100 VIVO:
PAODU3 T*0MANUFACTURED BY OTHERS:
Product Description
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
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:
Tomball, TX.
PHYSICAL PROPERTIES:
ProverProverty
Test
Results
Density
ASTM D 1622
1.6 lbs./ft.'
Compressive Strength
ASTM D 1621
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength
ASTM D 1623
28 PSI Parallel to rise
Water Absorption
ASTM D 2127
0.08 Lbs./Ft2
Moisture Vapor Transmission
ASTM E 96
3.1 Perm / Inch
Dimensional Stability
ASTM D 2126
+0.07% Volume Change @ -40' F
+6.0% Volume Change @158'F.,
weeks
Closed Cell Content
ASTM D 2856
86%
., 2 weeks
100% Humidity, 2
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.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
r y r
EVIDENCE SUBMITTED:
Test Aeency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818-1 PA
25-7438-3
25-743 8-4
25-7438-7
25-7492
NB-589-631
9637-92
01-6743-011
01-6739-062b[ 1 ]
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
Test Name/Reyort
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
ASTM D 1623
ASTM E 108
ASTM E 108 . .
ASTM E 84 '..'
ege.o.
TAS 114 •o"ie
ASTM D 1623 ."".
TAS 101
TAS 123
.. so
TAS 101 '
.o
TAS 101
TAS 101
Date
04/08/94
12/ 16/96
10/25/95
11 /02/95
12/12/95
02/01 /94
04/30/93
....
4 j [L�M4
4)1 / W4/95
e
03/04/96
:AJ 1 a/j 2
U2/2f/12
se• e
oe
j 0/%/98
se .
e12/16i98
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 the 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 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of l l
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 having
jurisdiction.
•.••
****of. Calibration of tht.ICA Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application
•• of^.a(thesivc'. Ttit mix ratio between the "A" component and the "B" component shall be maintained between
•••••• 1.041*1-(A):liTf.'�j.'
;••••Q. ICP.A4csives Pdyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
..... Adhesives ProllaaWoh & 100 dispensing equipment only.
"••1. ICP ABhesivesVoljsety AH-160 shall not be exposed permanently to sunlight.
�. 8. 04
Tilessnust be ajhlyetiain freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
• • • • • PolUe$; :AH-160 has been dispensed.
�••••9. ICP.Adbe*sives Fdlys,t® AH-160 placement and minimum patty weight shall be in accordance with the
'Plar.fteAt Details' herein. Each generic tile profile requires the specific placement noted herein.
CIAMMADMECouNTY 03
Expiration Date:NOA No.: 17-0322-0322.03
05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
42
10-12 sq. inches
30
Low Profile
42
12-14 sq. inches
30
High Profile
42
17-19 sq. inches
30
Flat, Low, High Profiles
43
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
0000
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal* 4•
9.4 7 gran?; per bead • • •
edge) 20-25 sq. inches each •
• • • • •
••• `
•
bead00
• • • •
••• • •• — -]
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches I
; • 014 grath9 V*t:r pan
•
•
ABELING. •
All approved products listed herein shall be labeled and shall bear the imprint or identifiable nUrki$g of th e '
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.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
t re�rira • . • •
i:qpdmal
"k%RN2W.�
ADHESIVE PLACEMENT DETAIL # 1
&Weft
r
,,,# rwAdj+[�ir�+iRihT#ki#
Ranms
%wirues•
WOVPmk
fmednwe
Flat/Low Profile 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 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
l . 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.
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 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.
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 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Flat/Low Profile Tile
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
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm 2)
— 23 (148.4 cmz) 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 1" (25.4 mm) foam p�¢41 onto the
underlayment positioned ass shown under 11" * ..0
...
strengthening rib closest td 1J3d oterlocic of the the . •
being set. ...... .... ••••••
3. Continue in same manner. jt►38re apprd:dWatgly 10"
(64.5 cmz) - 12(77.4 cmz) stlti9Pe inch Adhesive
contact with the underside oNtWile. •
.. .. .. ......
. . . . ......
Medium Profile / Double Pail, 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 cmz) —
23 (148.4 cm') 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 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.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cmz) 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
Ex" C!"
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
High Profile / Single Pan Tile
l . 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 cmz) —
23 (148.4 cmz) 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 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.
3. Continue in same manner. Insure approximately 17"
(l 09.7 cmz) - 19 (122.6 cmz) 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 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
0
N aguiin PrOt1ioT1e
APPROVED
7
�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 in (109.7-148.4 cm') of
adhesive contact with the underside of the tile
. . .... ......
Apply a 4" (101.6 mm) x 4" (?01.6rw)•x•1" (25.4 ••
..L.
.....0
mm) foam paddy onto the0y Uerlayment just belgw •
the second course line pgr4t need fo4w paddy
under the strengthen inerib fpf flat t4e,'or under the*..
pan portion of the tile, dorsostxo theawiierlock for•:•••
the second course tile to be instal led. Oak • • • • • •
approximately 8-9 in (It.6;1$.1 cm2) of 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 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Ra —h thick 3iagoe ve ft maer the
tWhM
ftftmet�dlft)
Battens* Fbddaris�tae)
M
•f 4x4h.
�+a+
sin* 224
ppaadddy=
eap of fie
..
Eamdusure
•••••• •• •• ••
•
•••••• • • • •
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(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 cmz) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm') - 9 (58.1 cmz) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
1) Place enough adhesive to achteve65 to 70!
in contact with the pan tile.
2) Turn covers upside doeimPiece adhest"In
to 1 In. from outside ad" of cam tile.
Than install the tile. Ensure20 to
lUndetlayment
i
(motor sham)
Fascia
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Steep pitch application
Remover top portion of the eave course cover die. Abut to second terse of
pen tiles.bm" ease end of pan and c"m tiles are flush at aave Una.
Two Piece Barrel - High Profile Tile
APPROVED
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 pan
courses up toward the ridge. Insure' •' •
approximately 65 (41:).4 cfiti) — 70 T417.6 cmzTo-::-
square inch adhesive contact with Zhe underside •
...... .... ......
of the pan tile. •
3. Turn covers upside ddwYi.Vposin$ tRa undersid@...
of the tile. Apply a miraimibm 1" (35.4 mva) x I W: • • •
(254 mm) bead of adhesive •directly on the inner• • • • •
edge of each side of tbetpttr tile. Leave
approximately 3/4" (P9 mml to 1 "Z2,5.4 mm) • • •
from the outside edge:of tilatile, inward, free of
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 (l29 cmZ) - 25 (161.3 cmz) 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
mm) 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
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• enailing wood decks: When replacing roofing, the existing w666 Doff deck may Riave to •
renailed in accordance with the current provisions of Section R4403. (The Mo'f'd'eck is usually ; • • • •
concealed prior to removing the existing roof system). ."". •
.... . .. .....
...... ... . .....
4• Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking00• •
an be viewed from below. The owner may wish to maintain the architectural appe1r;nnce; ttt@fDtq.
roofing nail penetration of the underside of the decking may not be acceptable: This' videS the option of: • • • •
maintaining the appearance. • • • • •
• • •
6.
Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not overloadedd from a buildup of water, Perimeter/edge wail 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, R4403and R4413.
Property Address
Revised on 7/9/2009 LD;07/01/2015;
ntractor S nature Rate
Permit Number