HomeMy Public PortalAboutPRR 16-2263From: Chris O'Hare [mailto:chrisoharegulfstream@gmail.com]
Sent: Wednesday, July 06, 2016 1:51 PM
To: Bill Thrasher <bthrasher@gulf-stream.org>; Rita Taylor <RTaylor@gulf-stream.org>
Subject: Public Record Request- roof records for 2546 AAS
Dear Custodian of Records,
I request to inspect certain public records for the purpose of informing myself of the
historic and current workings of the Town of Gulf Stream and its associated entities,
vendors, consultants, advisers, contractors and agents.
The records I wish to inspect may be material to current, anticipated or presently
unforeseen legal action. The production of any and all responsive records is
therefore urgent and must be acted upon in compliance with Florida Statutes and
established case law as soon as possible.
Before making this public record request, I first searched online and in the public
records portion of your agency's website hoping I could locate the public records I seek
without having to write you directly. Unfortunately I cannot find the records I request to
inspect. Therefore I am writing you now and requesting you make every effort as
required by law to produce these public records without delay.
I ask that you take the following action:
• Read this entire request carefully and respond accordingly.
• If you are not the custodian of the public records described herein please
determine who that person is and notify me immediately in order that I may make
this request to the appropriate person without delay.
• Reference Florida Statutes and appropriate case law when responding to this
record request.
Do NOT produce any records other than records responsive to this request.
• Identify by name the person or persons responding to this request.
• Respond to this public record request in a singular manner and do not combine
this request with any other public record requests when responding to this
request.
• Once you have determined that you don't have any records in your
custody responsive to this request, immediately act to obtain any responsive
records that may be in the custody of your contractor(s).
Provide only those records for inspection that do not require extensive use of
information technologies or extensive staff time or both in excess of 15 minutes.
Please produce for my inspection any public record of documents related to the
white colored cement roof tile and the red colored cement roof tile that was
recently installed on the roof of the building located at 2546 Avenue Au Soleil;
also known as PCN 20434604220000460. Responsive public records may include
but not be limited to permit applications, permit fee payments, building permits,
letters, emails, reports, photos and other documents. In particularly I am
interested in inspecting any records that would contain information which
explains why a new roof was installed on this building and then almost
immediately thereafter removed and replaced by a roof with a different color.
I make this request pursuant to Article 1, Section 24 of the Florida
Constitution and Chapter 119 of the Florida Statutes.
If you contend that any of the records I am seeking, or any portion thereof, are exempt
from inspection or disclosure please cite the specific exemption as required
by §119.07(1)(e) of the Florida Statutes and state in writing and with particularity the
basis for your conclusions as required by �119.070)(f) of the Florida Statutes. Produce
for my inspection all responsive records and ONLY redact that portion of the record that
you consider exempt. To be clear, if you consider an entire record to be exempt,
produce that record in its entirety with all portions redacted that you consider exempt. I
specifically ask you to do this in order that I may inspect fully redacted records for the
purpose of challenging a particular redaction or establishing a reference for a future
request of a record that is only temporarily exempt, as in the case of a public record that
was prepared by an agency attorney exclusively for litigation and is only exempt from
disclosure until the conclusion of the litigation.
I ask you to take note of �119.07(1)(c) Florida Statues and your affirmative obligation to
(1) promptly acknowledge receipt of this public records request and (2) make a good
faith effort which "includes making reasonable efforts to determine from other officers or
employees within the agency whether such a record exists and, if so, the location at
which the record can be accessed." I am, therefore, requesting that you
notify every individual and entity in possession of records that may be responsive to this
public records request, including individuals and entities under contract with your
agency, to preserve and produce all responsive records on an immediate basis.
If the public records being sought are maintained by your agency or contactors for your
agency, in an electronic format please produce the records in the original electronic
format in which they were created or received. See §119.01(2)(f), Florida Statutes.
Again I ask that you provide only those records for inspection that do not
require extensive use of information technologies or extensive staff time or both in
excess of 15 minutes. Take note of $119.07(4)(a)3.(d) Florida Statues and if you
anticipate that any records exist, the production for inspection of which will require
extensive use of information technologies or extensive staff time or both in excess of 15
minutes, then please provide those records that can be produced within the first 15
minutes and advise me of the cost you anticipate to be incurred by your agency for the
remaining records prior to incurring this cost. Please do not incur any costs on my
behalf without first obtaining my written authorization to proceed. If you produce only a
portion of all existing responsive records, please tell me that your response includes
only a portion of all existing records responsive to this request.
If you anticipate the need to incur any costs that I would be statutorily required to pay in
order to inspect these public records which would exceed $1.00 please notify me in
advance of your incurring that cost with a written estimate of the total cost. Please be
sure to itemize any estimates so as to indicate the total number of pages and/or
records, as well as to distinguish the cost of labor and materials. Again, please do not
incur any costs on my behalf without first obtaining my written authorization to proceed.
The phrase Town of Gulf Stream when used herein refers to the Town in its entirety
including all employees, appointees, officials, assignees, counsel and consultants
including Town Manager, Town Clerk, Town Police Chief, Town Commissioners, Town
Mayor, Town Departments, Town Police Officers, Town Employees, Town Engineer, the
law firm (Jones Foster Johnston & Stubbs P.A.) that claims to be the Town Attorney
including all attorney, partner and employee members of that firm; the Town Counsel of
Sweetapple, Broeker & Varkus including all attorney, partner and employee members of
that firm, the Town Counsel of Richman Greer, P.A. including all attorney, partner and
employee members of that firm and any other entity associated with the Town and
subject to public records law.
The term public records, as used herein, has the same meaning and scope as the
definition of Public records adopted by the Florida Legislature as Statutes Chapter
119.
A record that does not exist because of its disposition requires the creation of a
disposition record. In all instances where you determine a record does not exist please
determine if the record once existed and in its replacement provide the disposition
record for my inspection.
If any of this request is not clear to you please contact me in that regard and I will
attempt to clarify this request.
I hereby reserve all rights granted to me under the Florida Constitution and Florida
Statutes.
All responses to this public records request should be made in writing to the following
email address:
chrisoharegulfstream(aDgmail.com
Town of Gulf Stream
Building Permit Review Receipt
No. 8144 Date: U (o
Construction Address:�l1L1 F �I _�� pa Owner's Name:
1--)k
l
Contract
Type of
or: 6 c c' ' ft r ( r r () Phone #: /,�/, / -N..3 - (/7 o 5
6U
Gulf Streac eview Fee $ j o — Cash
From: CA a LL 19-
t
❑ Chec ZL
By:
This receipt covers review for zoning and design related requirements only. Construction shall not commence until
required Delray Beach, County and State permits have been secured, and appropriate fees paid to issuing agencies.
Permit Phone Access #
Issue
City of Delray Beach Permit #.
Delray Beach Permit
r RECEIVED A rm"yHE,Cn
CITY OF OELRRY BERCH JUN 012016 ,�d
TOWN ®P G AppiTown of Gulfstream, FL I
ftia S i at Sub flat
Initials ate REVISION REQUEST xi
ALL REVI IONS REQUIRE A SIGNED CHANGE ORDER WITH COST EVALUATION.
Date: Permit Number: /
Address Where Work is Being Done (to include unit or bay number):
r �. i. A in 1 � . .
CONTRACTOR NAME:
Contact Person:
Phone: (-Z/ 2k-0%QS
Fax: f�I) CYJ- IO63t�
Cell Phone #: 19/2) 2LS--10a1
TYPE OF REVISION (Circle All That Apply): Structural Elec Mach Plbg Eng Other
i
ADDED CONSTRUCTION COST FOR THIS CHANGE: $
NOTE: To avoid delay, the revision needs to be clear on the (2) drawings submitted. The Plan
Reviewers may need the job site plans.
I understand a fee may be charged in accordance with the City of Delray Beach LDR 2.4-21. The fee for a revision
is $75.00 per discipline for the first sheet, and $1.00 for each additional revised sheet.
For ADDED CONSTRUCTION COST, the fee will be based on the Building Permit Fees.
ROUTING:
PATH DEPT. APPROVED BY/DATE:
PLAN REVIEWER:
OFFICE USE ONLY
FEES:
REVISION FEE:
ADDED VALUE PERMIT FEE:
CHANGE ORDER DOCUMENTATION ACCEPTED:
OTHER FEES AS APPLICABLE:
Parks: $
Public Bldgs. $
Schools $
Road $
Radon $
DPR $
Other $
TOTAL FEES DUE:
Rvsd 8115
CATEGORY 1
CANYON CLAY
Black Antique
S-CACL-AA
CARMEL
No Anliquc
CARM-NI
IOII
CANYON CLAY
No Antique
5-CACL-NN
COQUINA
White Antique
S-CQNA-BU
COCONUTt
While Antique -
S-CCNT-BU
1012
DELCREST TAN
While Anfique
S-DCTA-BU
IC]
FTM
DESERTTAN DESERT TAN FROSTY GRAY
Block Antique White Antique Slurry
S.DSTN-AA 5-DSTN-BU S-3011-38
1020 1021 IOOi
Final color selection should be made from full-size samples. Blends are composed of individual colars and must be blended during insfallolion. E rlteg rO.00171 17
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CITY OF DELRAY BEACH
COMMUNITY IMPROVEMENT DEPT.
(561) 243-7200
INSPECTIONS - CALL (561) 243-7218
Contractor, Owner, Agent
Permit Type: RE -ROOF PERMIT 8/12
Permit Phone Access#: 1983287
"FAILURE TO COMPLY WITH THE
MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE
FOR BUILDING IMPROVEMENTS"
Date Applied: 4/20/16
Prepared by: BARKER
Date Issued: 4/20/16
Permit No.:
16-00162892 000 000 RROF 00
Ci
Range
Twnsh .
Sedon
Subdivision
Block
Lot
PlatfBook/Paoe
20
43
46
04
22
000
0460
OTHER FEES:
Property Address
Zoning
Reviewed B
2546 AVENUE AU
GUI FSTREAM
SOLEIL
8.52
UK
YKK
Subdivision Name
.00
I rovements
001-0000-208.06-00
GRAND TOTAL
RE -ROOF OF EXISTING STRUCTURE
Owner's Name/Address/rele hone
Contractor's Name/AddresslLlcenseffele tone
BEDDIA JANET &
2546 AVENUE AU
DELRAY BEACH
THOMAS
SOLEIL
FL 33483
ROOFTEC CORPORATION 561-243-0705
180 SE 2ND AVE
DELRAY BEACH FL 33447
Additional Comments
ConstructionEPI/EER
FFE
FLZ
Occupancv
So. FL
Valuation
00
.00
R -SF
24500
ou,euuro ui rues anu h io ai mrtxn auon
AMT CHRG
AMT PAID
AMT DUE
ACCOUNT
PERMIT FEES
568.00
.00
568.00
001-0000-329.22-00
OTHER FEES:
BLDG SURCHARGE -DCA
8.52
.00
8.52
001-0000-208.05-00
BLDG SURCHARGE-DBPR
8.52
.00
8.52
001-0000-208.06-00
GRAND TOTAL
585.04
.00
585.04
THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND
EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED
AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED.
Any change in building plans or specifications must be recorded with this office. Any work not covered above, must have a valid permit pdor to
ON a9 ries o�id%Nti nn the Rranting of this permit, the owner and builder agree to erect this structure in full canpliance witty the Code of
3T4 OF OELAAY ROOF / RE -ROOF PERMIT APPLICATION
"EIVE
TOWN OF GULF STREAM
00 NW 1" Avenue Delray Beach FL 33444 APR 2 0 2016 Appr r Permit Subpittg
i61) 243-7200 Fax: (561) 243-7221 .ZO
Nebsite: mydelraltbeach.comIl Of Gulfstream, FL Inrsl� Date
I FOR OFFICE USE ONLY:
'ROPERTY CONTROL #: - - - DY -c/o/ -Od� - ulbu
LEASE PRINT
)B SITE ADDRESS AS 4
ROPERTY OWNER NAME
OME PHONE (
ROPERTY OWNER ADDRESS
OOF CONT'R (COMPANY) N.
OOFC�NT'RADDRESS 9
ITY Azu&ell
CELL
ZIP
US. PHONE (& i )o��-D70S CELL
E -MAI i/}Ft3�!"aoCc�rn,Cylyl
BLDG PERMIT M
ROOF PERMIT #: �'-/��O a
PERMITFEE: ' -IJg�oX
PLAN CHECK FEE:
MCR #:
rww**r+wr**rrwwrrrwwwwrawrwwrrww
APPROVA�L�,�!
PLAN: ,L'LY/1 DATE:
P & Z: DATE:
TOTE: PERMIT EXPIRES IF WORK IS N RTED WITHIN 180 -DAYS OR IF ACTIVITY LAPSES FOR 180 DAYS. PLANS MUST BE
W THE JOB SITE FOR ALL INSPE IONS. FINA SPECTION IS REQUIRED ON ALL PERMITS.
ROJECT COST (Labor and 1Niateria
heck one: 7SINGLE-FAMMY* CONSTRUCTION_ _ COVER OVER EXISTING 1ZREMO VE EXISTING & REPLACE BIR A/C UNITS
(Engineer's Letter Required) (Meth. Permit Required)
heck one: _MULTI -FAMILY _COMMERCIAL
*MITIGATION REQUIREMENTS nrSINGLE FAMILY -
1. YEAR BUILT (check one): \/ BEFORE MARCH 2002 (Go To #2)
l
2. HOUSE VALUE: S a
7 I rIj! MUST PROVIDE:
(IF $300,000, OR MORE, NOT INCLUDING LAND VALUE,
GO TO #3)
AFTER MARCH 2002
HOME INSURANCE SUMMARY SHEET OR
COPY OF MOST RECENT TAX BILL OR
PROPERTY APPRAISER OFFICE WEBPAGE
3. SUBMIT RE -ROOFING MTrIGAI7 INnDOCUMENT PACKAGE and BUILDING APPLICATION ' ^
YPEICOLOR OF ROOF MATERIAL REMOVED l� TYPE/COLOR OF ROOF MATERIAL INSTALLED (K -
!OTE: FOLLOW MANUFACTURER'S GUIDELINES AND NOTICE OF ACCEPTANCE FOR SHINGLE INSTALLATION.
ROOF TYPE (CIRCLE): c&a- .pCrOµEµ;
LAT / ,/� C�IL_r�!
LOPED ^ : 12 kmo_
O UALIFIER �� � a
CONTIL REGISTRATION #
TATE OF `•,Q�
:OUNTY OF
me this day
Pr� // APPROVAL ( NUMBER.-
/b uxq
WORKERS
APR 2 0 2016
----I
(FID /FEIN) #
Rvsd 3/10
Rvsd 3/10
SCIS Home lug In User Regstrabon Hot Top¢ SubMt Surchame $lois&Facts PubliulJom mC StofC\L�r 6 rV`�®
Businesc,
Robert Nleminen
TOWN OF GULF STREAM
,
Professional
Florida License
_
Product Approval
USert:Pblicper
100 SEA ROAD APR 20 2016
i,
Quality Assurance Contract Expiration Date
06/05/2018
GULF STREAM, FLORIDA 33483
l
� Validation Checklist - Hardcopy Received
Product Auuroval Menu >Pmdod or Aonliratlon
Seamh> Anolk M. IJ[ I Appllaunn De H ;own of Gulfstream, FL
y
P'1
1
FL III
FL6332-RS
Application Type
Revision
Code Version
2014 Gulf
Application Status
Approved yy'y
Stream
Comments
File Copy
Archived
Product Manufacturer
3M Company
��i� rrT
Address/Phone/Email
3M Center
V liL'
Building 0220-05-E-06
SL Paul, MN 55144
AP ZO
(888) 774-1099 Ext 203
.�-
bagne@mmm.com
Authorized Signature
Brett Agne
bagne@mmm.com
Technical Representative
Brett Agne
Address/Phone/Email
12505 NW 44th Street
Coral Springs, FL 33605
(888) 774-1099 Ext 203
bagne@mmm.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roof Tile Adhesives
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
� Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nleminen
the Evaluation Report
Florida License
PE -59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
06/05/2018
Validated By
lohn W. Knezevich, PE
� Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL6332 R5 COI 2015 01 COI Nieminen odf
Standard
ASTM E108
SSTD 11
Year
2007
1997
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6f`/n2f... 3/31/2016
1'1V11V4 LLLLLLLaIl�. I.VLLY
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Appmval
Date Approved
Summary of Products
I
Method 1 Option D
06/11/2015
06/15/2015
06/21/2015
08/18/2015
FL # Model, Number or Name
description
6332.1 3M 2 -Component Foam Roof Tile
Dual component "parading polyurethane roof the adhesive
Adhesive AH -160
Limits of Use
Installation Instructions
Approved for use in HVHZ• No
FL6332 n5 It 2015 06 FINAL ER 3M AH160 FL6332-
RS.Ddf
Approved for use outside HVHZ Yes
Impact Resistant N/A
Verified By: Robert Nieminen PE -59166
Design Pressure: +n/a/-178
Created by Independent Third Party: Yes
Other: 1.) The design pressure limitation in this application
Evaluation Reports
refers to hip and ridge tiles in one configuration. Refer to
FL6332 R5 AE 2015 06 FINAL ER 3M AH160 FL6332-
R5.odf
Table 2 of ER for all hip and ridge the limitations. 2.) Field
tiles are designed based on overturning moment resistance.
Created by Independent Third Party: Yes
Refer to Table 1 of ER for field tile limitations. 3.) Refer to
ER Sections 5 for other limitations of Use.
Back Next
Smartt U, :: 1940 North Non Street Ta tri, Fl323% Phone- 858487-1824
The State of Florida k an AvEEO empidyer. r Dymihf 807-2013 ate of Fla :: PM Statement :: K ,ab l tv Statement :: Refund StalemeM
Under Fonda tor, email addease arc public retaMi. If You do not want your e-mail address released In response W a yublk-retards mquest, do not send
PJecirank roan m this entity. Inatead, tartan, the o18Q by phone or by taddorul mail. if you love any Modem. please tantan, 850.487.1395. -Pursuant to
Section 455.275(1), Flordia Statutes, eden,ive ORolau 1, 2012, Ikenuta Iicemed order chapter 455, F5. muA pravde Ne Department with an ended address 8
Uey hand, one. The emelt p Wed may be used for onkial mmmunitatkm with the Ikensee. However email addresses are publk mood. V you do not wish to
supply a persorul address, please provide Nle Department with an email address whkh tan he made available to tM public To determine if you are a Ikensee under
L'Mlder 455, F.S., please dint h,
product Approval Acbepu:
A
Cre it5rAarF11
E
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDquanCtKft6f%2f... 3/31/2016
TRINITY ERGS
EVALUATION REPORT
3M Company
3M Center
Building 0220-05-E-06
St. Paul, MN 55144-1000
EXTERIOR RESEARCH & DESIGN, U.C.
CerO/kate of Authorization 119503
353 CHRISTIAN STREET, UNIT 13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 02768.03.06 -RS
FL6332-RS
Date of Issuance: 08/08/2008
Revision 5: 06/10/2015
SCOPE:
This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with
the 5o' Edition (2014) Florida Building Code sections noted herein.
DEsanPnow 3MTM 2 -Component Foam Roof Tile Adhesive AH -160
LAaEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT. The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 9.
Prepared by:
Robert J.M. Nleminen, P.E.
Florida Registration No. 59166, Florida OCA ANE19113
a f.4.k teal aPRarkgwar authorized br Robert Nkmken.
P.E-.06110/2015. lids does rotxrve as an ekmm�ioNasigned
doamenE Syrrcd, zeakd ha,dmpiea M1ave been tnnvnnted b the
Product PpprwalgdmhdstratoraM Lathe named rxant
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity l ERD does not have, nor does it intend to acquire or will it acquire, a financial interest
in any company manufacturing or distributing products It evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the
product
5. This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION:
1.
2.
3.
4.
S.
TRINITY ERD
SCOPE:
Product Category: Roofing
Sub -Category: Roof Tile Adhesives
Compliance Statement: 3M'" 2 -Component Foam Roof Tile Adhesive AH -160, as produced by 3M Company, has demonstrated
compliance with the Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
STANDARDS:
Sections Prone Standard
Year
1505.1 External Fire Classification ASTM E108
2007
1711.2.1 Wind SSTD 11
1997
REFERENCES:
Enti Examination Reference
Date
ERD (TST 6099) SSTD 11 P39740.02.12
02/20/2012
ERD (FST 6049) SSTD 11 P39740.11.13 -R1
01/02/2015
ICC -ES (EVL2396) IBC Compliance ESR -1709
12/01/2014
ITS (TST 1585) ASTM E108 101646S22SAT-001_Rev. 1
12/23/2014
Miami -Dade (CER 1592) HVHZ compliance 14-0805.01
09/04/2014
PRI (TST 5878) SSTD 11 ECM -001-02-01
09/21/2001
PHI (TST 5878) SSTD 11 PFI -006-02-01
05/09/2005
PRI (TSF 5878) MD 11 PFI -006-02-02
05/09/2005
PHI [TST 5878) TAS 101 PFI -007-02-01
10/11/2005
PRI (TST 58781 SSTD 11 PFI -008-02-04
02/21/2006
PRI (FST 5878) SSTD 11 PFI -009-02-03
02/21/2006
PRI (TSF 5878) SSTD 11 PFPI-010-02-01
12/07/2006
PRI (TST 5878) SSTD 11 PFPI-011-02-01
12/07/2006
PRI (TST 5878) SSTD 11 PFPI-012-02-01
12/07/2006
PRI (TST 5878) SSTD 11 PFPI-013-02-01
12/07/2006
PHI(TSF 5878) SSTD 11 PFPI-014-02-01
12/07/2006
PRI (TST 5878) TAS 101 ECM -003-02-01
06/13/2008
PRI (TST 5878) TAS 101 ECM -004-02-01
06/13/2008
PRI (TST 5878) TAS 101 ECM -005-02-01
06/13/2008
PRI (TST 5878) TAS 101 ECM -006-02-01
06/13/2008
PRI (TST 5878) TAS 101 ECM -007-02-01
06/13/2008
PHI (TST 5878) TA5101 ECM -008-02-01
06/13/2008
UL LLC (QUA 9625) Quality Assurance Service Confirmation
Exp. 06/05/2018
PRODUCT DESCRIPTION:
4.1 3M'" 2 -Component Foam Roof Tile Adhesive AH -160 is a two -component expanding polyurethane
roof tile adhesive that is
mixed and dispensed from a dispensing system provided by 3M Company. The components are available in refillable
tanks or disposable cylinders (AH -160 PROPAK®).
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Niernmen, P.E. are, in
any way, the Designer of Record
for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design
guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Concrete and clay tiles, having a current Florida Statewide Product Approval or approved on a local -level by the AHJ,
adhered using 3M" 2 -Component Foam Roof Tile Adhesive AH -160, maintain their respective roof fire classifications.
Refer to FBC 1505.2, Exception 2.
5.4 31VI'" 2 -Component Foam Roof Tile Adhesive AH -160 can be used with flat, low and high profile tiles or any rigid,
discontinuous roof assembly having a current Florida Statewide Product Approval or approved
on a local -level by the AHJ.
5.5 Minimum underlayment shall be per FRSA/TRI April 2012 (04-12) or having a current Florida Statewide Product Approval
or approved on a local -level by the AHJ for use with 3M'" 2 -Component Foam Roof Tile Adhesive AH -160.
Exterior Research and Design, U.C. Evaluation Report 02768.03.06 -RS
Certificate afAuthorhation 99503 FL6332-RS
Revision 5: 06/10/2015
Page 2 of 9
TRINITY ERD
5.6 Field tiles using 3MT" 2 -Component Foam Roof Tile Adhesive AH -160 are limited to projects having an Aerodynamic Uplift
Moment (M,), determined in accordance with FBC 1609.5.3 or Tables 2A and 2B of FRSA/TRI April 2012 (04-12), not
greater than the following Allowable Overturning Moment values. Refer to Section 10 and 3M Company published
installation Instructions for Adhesive Paddy Placement details.
TAIUEI: FiEtDTILE5 IN3Mm2-coNVONENr FOAM RoocTREAGNIMMEAH-160
At1OwAKE OVERTURNING MOMENT PERFORMANCE DATA
2 To 1 MARGIN Op5AFETYAL%FA&APPUEDFOR/NOEPMPEM ftINGIEOR NNnNUout PA00Yf PLACEMENT
4 TOl MARWN OFSIFETYALRMI)YAPPUED FOR INTEROEPENDENT (rWO PADDY) PLACEMENT
Tile
Adhesive Paddy Placement
Allowable
(overturning Moment
Type
Profile
(ft-lb0
Independent Single Paddy, Medium (2x7-inrh,-30 gram)
60
Clay or
Flat
Independent Single Paddy, Large (2xl&indh,-45 gram)
112
Concrete
Interdependent-, Two Paddy 4x4 -Inch on underla
P Y ( ymenL 2x4 -Inch
at Nle Overlap)
54
Independent•, Single Paddy, Medium (2x7 -inch, -30 gram)
39
Clay or
Low/ Medium
Independent; Single Paddy, Large 12x1Dinch, -54 gram)
67
Concrete
Interdependent; Two Paddy (04 -Inch on underlayment, 2x4 -inch
at the Overlap)
99
Clay
High
Independent-, Single Paddy, Large (2xio-inch, -45 gram)
134
Independent Single Paddy, Medium (2z7 -Inch, ^30 gram)
65
Clay or
High
Independent; Single Paddy, Large 12xlOdnch, ^63 gram)
109
Interdependent Two Paddy (4z4 -Inch an underlayment, 2x4 -Inch
Concrete
at Nle overlap)
40
Clay
Two Place Barrel
2x10 -Inch x -35 gram for pans; 2 @ 1x10 -inch x-17 gram for rap
147
Concrete
Two Piece Barrel
2x10Ahch x -35 gram for pans; 2 @ 1x10 -inch x-17 gram for rap
107
Clay
Cap atop 2x stringer
Independent.- Continuous Paddy (-34 gram/([)
135
Concrete
Cap atop 2x stringer
Independent Continuous Paddy( -34 gram/ft)
116
Clay
Cap atop 2x stringer
Interdependent:
105
Head: One(1)#10x231' screw, Overlap: 1 x 6 Inch( -SOS gram)
Cap atop 2x stringer
InterdependentConcrete
76
Head: One (1) #10 x 2W screw; Overlap: l x 6 inch (-10S gram)
5.6.1 Data in Table 1 relates to installation over a'30/90' underlayment system, as detailed in the FRSA/TRI April 2012 (04-12).
Alternate underlayment systems Include those having a current Florida Statewide Product Approval and/or approved on
a local -level by the AH3 specifically for use with 311v'" 2 -Component Foam Roof Tile Adhesive AH -160.
5.6.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with 3M'" 2 -
Component Foam Roof Tile Adhesive AH -160 shall be tested in accordance with SSTD 11 or TAS 101. For the
Interdependent two -paddy method, an additional 2 -to -1 margin above that specified in SSTD 11 or TAS 101 shall be
applied in determining the 'allowable overturning moment'.
Exterior Research and Design, LLC. Evaluation Report 02768.03.06 -RS
Certificate ofAutharization #9503 FL6332-RS
Revision 5: 06/10/2015
Page 3 of 9
TRINITY ERD
5.7 Hip and ridge tiles using 3M'" 2 -Component Foam Roof Tile Adhesive AH -160 are limited to projects having hip/ridge design
pressure requirements, determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the
following values. Refer to 3M Company published installation instructions for Adhesive Paddy Placement details.
TABLE 2: HIP & RIDGE TILES IN 3M"' 2 -COMPONENT FOAM ROOF TILE ADHESIVE AH -160
ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA
2 T S MARGIN OFSIIFETYALREADYAPPUED FOR INOEPENDENr(CONRNUOUSPADDY) PLACEMENT
4 T I MARGIN OFSAFETYALREAD V APPUED FOR INTEFDEPENOENT I MCEMENT
Allowable
Tile
Substrate
Attachment Method
Design Pressure
(Psf)
Clay
rax PT ridge board
Independent: Continuous Paddy 1-34 gram/k)
116
Concrete
2x PT ridge board
Independent: Continuous Paddy (- 34 gram/k)
107
Clay
2x PT ridge board
Interdependent: Head: One (1) #10 x 2X" screw;
90
Overlap: 1 x 6 inch (-10.5 gram)
Concrete
rax PT ridge hoard
Interdependent: Head: One (1) R10 x 2K" screw;
Sfi
Overlap: l x 6 inch (-10.5 gram)
Clay or
Hip & Ridge Channel Metal (FBC FL5374):
Independent: Continuous Paddy ('34 gram/k)
169
Concrete
galvanlred only
Clay or
Trim Lock- (FBC FL5374): aluminum,
Independent Continuous Paddy (-34 gram/k)
173
Concrete
galvanized, GolvalumeO or stainless steel
Clay or
Trim Lock'" Plus (FBC Fs 374): aluminum,
Independent: Continuous Paddy (-34 gram/k)
178
Concrete
galvanized, Galvalume orstainless steel
6. INSTALLATION:
6.1 3M'" 2 -Component Foam Roof Tile Adhesive AH -160 and the tile roof assembly shall be installed in accordance with
FRSA/TRI April 2012 (04-12) and 3M Company published installation instructions, subject to the limitations outlined in
Section 5.
6.2 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI April 2012 (04-12). Proprietary
hip and ridge metal shall be installed in accordance with the manufacturers Florida Product Approval.
6.3 Installation shall be performed by applicators who hold a valid Qualified Applicator Card presented by 3M Company.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 OA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC-QUA9625; (414) 248-6409; Karen.buchmann@us.ul.com
Exterior Research and Design, U.C. Evaluation Repan 02768.03.06-115
Certtfinue of Authorization #9503 FL6332-R5
Revision 5: 06/10/2015
Page 4 of 9
10. PADDY PLACEMENT DETAILS (FROM 31M PUBLISHED LITERATURE):
10.1 Independent, Medium Paddy:
Nail through plastic cement Paddy lBeneath Tile)
(when required)
Underlayment
R 7iJIF,- -`�
Batlensoptional ° - -
EaveCourse,
b
10in.
Fascia
21n
Eave Closure-__-`
Flat/Low Profile Tile
TRINITY ERD
Nail through plastic cement
(when required)
Paddy (Beneath Tile)
Undedayment
Paddy (BeneathTllel
•.
Underlay ant
i
2In.
Battens optional
V EaveCourse—_ `"
Fascia
Weephole
Battens optional
Eaveclosure
Drip edge
101n.A•`=;,�
EavaCiowre
Save Course
Fascia
Medium Profile Tile
Nall through plastkc
(when required)
Paddy (Beneath Tile)
Undedayment
1 e
7In.
2In.
Battens optional
V EaveCourse—_ `"
Fascia
Weephole
10in 2in
Eaveclosure
Drip edge
High Profile Tile
Exterior Research and Design, LLC. Evaluation Report 02768.03.06 -RS
Certificate Of Authorization #9503 FL6332-RS
Revision 5:06/10/2015
Page 5 of 9
10.2 Independent, Large Paddv:
vough plastinement Paddy lReneethTilel
i regmredi
rlayment
10 in..
optional °
eca
°+ o
loin.
Flat/Low Profile Tile
Underlayment
V_-4 10in.x
Nall through plastic cement
(when required)
Paddy (BeneathTile)
"Eave Closure
Fascia
Medium Profile Tile
(Beneath Tile)
Battens
aptlonal� ; � ��
)`/ - Eave Course -
W44
loin. 2in. Eaved
Drip edge
High Profile Tile
Exterior Research and Design, LLC. Evaluation Report 02768.03.06 -RS
Certificate ofAuthorieation #9503 FL6332-RS
Revision 5:06/10/2015
Page 6 of g
10.3 Interdependent, Two Paddv:
cement
�{ Singlepaddy
on lop of tee
went 'f 2 x 4 in.
o ,•
10 in
Flat/Low Profile Tile
TRV]j-r( ERD
Nail through plastic cement
Sing le paddy under tile
(when required)
Paddy (between tiles)
Battens
Battens
/Paddy(undertile)
optional
ill) Single paddy
-. on top of tile�
,�,r �4 x4in.
'• _
2x4tn.
Single paddy on
undarlayment
Fascla
loin. �._�
tin.
10 inn.. in.
Eave closure
Eave[ourse
Fascla
Medium Profile Tile
Nall through plastic ce en
Sirgle paddy undertile
(when required)
Paddy (between tiles)
Battens
optional
Paddy (under tile)
��a[[Singlepaddy
underlayment
�o•n
4 x4 in.
Single 2x 4in.
paddyon
top of tile—
Eave Course
Fascla
Weephole
10 inn.. in.
Eave closure
�2
Drip edge
High Profile Tile
Exterior Research and Design, LLC. Evaluation Report 02768.03.06-R5
Certificate of Authorization 99503 FL6332-RS
Revision 5: 06/10/2015
Page 7 of 9
10.4
10.5
Two Piece Barrel (Cao & Pan) Tile:
1) Place enough adhesive to achieve 65 to 70
In contact with the pan His.
2) Tum Cwvn upvtiv haven. Place adhesive
In in.la t incl in 1. Dais." vdW vl covet has.
Imlall cwtt the.
Emum 20 to 25 an. in. contact area
vam aide of ca,e, ale.
Im"Isn"I wn)
Fascia
Random top Ponlon of the arae course rover 111e. Abutto second course of
pan III". Ensure ease and of Pan and mver tiles am Hush at cave line.
Two Piece Barrel -High Profile Tile
Hip and Ridge (independent Placement):
A 4,q 4 aA }('gmpMM Frac flus lie Adinii 2x1.160 mq 6i
Inm 1. n}re4oh IMre el.,Ws d 11i hW". Cessa
pc.....s!gAxli j
U RI! gal B 1 ERD
rt'Ios .,s, . rise d lli" 2U_Oo,,e fern On Ih la Y 'rt hj". 4,s s uM d ill" 2Lonpen,N Foam poN lse
e-I.—AX.1. m/ti ugiJW 1ema C.I. ef v. heleii 1-dw adaµ1W mn e."10 Yon}mi su]""k o1 Ui vi i.cvany}
1"..ML twee ait�ilwlM iaiiwN eln, 4i
Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06 -RS
Certificate clAuthori}Ption #9503 FL6332-RS
Revision 5:06/10/2015
Page 8 of 9
TRINITY ERC)
10.6 Hip and Ridge (interdependent placement):
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 02768.03.06 -RS
Certificate ofauthorization #9503 FL6332-RS
Revision 5:06/10/2015
Page 9 of 9
1"1iJIlUQ llU1lLLllas L.VLLc VaalaalV + r+rj� + v+'•
Gulf Stream
File Copy
um=' 1,,
MS Home "In User ReyHtration Hot Topics Submit SuclNme Stats a Farts Publications Fel: Sap K's site Map links setrdl
BUsines s. , TOWN OF GULF STREAM' RECEIVED
Professibnal I, d u prod
N P.b%Uproval ,00 SEA ROAD
'`' GULF STREAM, FLORIDA 33483 APR 20 2U16
<, 'AkllI ;1101
Paxlvct Apomval Mena > Product or Aoolirztlan Seartfi > Auolicallon list > ApPIIetlon Detail
TOwn of Gulfstream, FL
R. p FL7804-RB
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Enteg ra Roof Tile, Inc.
Address/Phone/Email 1289 NE 9th Avenue
Okeechobee, FL 34972
(863) 467-0042 Ext 1228
tjohnson@roo[Ule.com
Authorized Signature Terry Johnson
tjohnson@moftile.com
Technical Representative Jim C eyarmond
Address/Phone/Email 1289 NE 9th Avenue
Okeechobee, FL 34972
(863) 467-0042
JDeya n nond@moftile.m m
Quality Assurance Representative Terry Johnson
Address/Phone/Email 819 South Federal Hwy Suite 300
Stuart, FL 34994
(800) 586-7663
tjohnson@moftile.com
Category Roofing
Subcategory Roofing Tiles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
J Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Niemmen
the Evaluation Report
Florida License
PE -59166
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
11/04/2016
Validated By
John W. Knezevich, PE
4 Validation Checklist- Hardcopy Received
Certificate of Independence
FL7804 R8 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM C1492
2003
FRSA/TRI April 2012
2012
SSTD SS
1997
TAS 100
1995
TAS 101
1995
TAS 102
1995
TAS 102(A)
1995
TAS 112
1995
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parwn=wGEVXQwtDquovOj OHID/o2b... 3/31/2016
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S e c t i o n s f r o m t h e C o d e
P r o d u c t A p p r o v a l M e t h o d
D a t e S u b m i t t e d
D a t e V a l i d a t e d
D a t e P e n d i n g F B C A p p r o v a l
D a t e A p p r o v e d
S u m m a r y o f P r o d u c t s
M e t h o d 1 O p t i o n D
0 7 / 0 2 / 2 0 1 5
0 7 / 1 6 / 2 0 1 5
0 7 / 1 6 / 2 0 1 5
0 8 / 1 8 / 2 0 1 5
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J u r i s d i c t i o n s )
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I n s t a l l a t i o n I n s t r u c t i o n s
A p p r o v e d f o r u s e i n H V H Z : Y e s
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R e H V H Z . D d f
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D e s i g n P r e s s u r e : N / A
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O t h e r : R e f e r I I I E R S e c t i o n 5 f o r L i m i t s o f U s e . R e f e r t o E R
E v a l u a t i o n R e p o r t s
S e c t i o n 6 f o r I n s t a l l a t i o n .
F I 7 6 0 4 R 6 A E 2 0 1 5 0 7 F I N A L E R E N T E G R A F L 7 8 0 4 -
R 8 H V H Z . o d F
C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s
7 8 0 4 . 2
E n t e g r a C o n c r e t e R o o f T i l e s ( n o n -
C o n c r e t e R o o f T i l e
H V H Z J u r i s d i c t i o n s )
L i m i t s o f U s e
I n s t a l l a t i o n I n s t r u c t i o n s
A p p r o v e d f o r u s e i n H V H Z : N o
F L 7 8 0 4 R 8 I I 2 0 1 5 0 7 F I N A L E R E N T E G R A F L 7 8 0 4 -
R B N O N - H V H Z C o r r e c t i o n . o d f
A p p r o v e d f o r u s e o u t s i d e H V H Z : Y e s
- I m p a c t R e s i s t a n t : N / A
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D e s i g n P r e s s u r e : N / A
C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s
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E v a l u a t i o n R e p o r t s
S e c t i o n 6 f o r I n s t a l l a t i o n .
F L 7 8 0 4 R B A E 2 0 1 5 0 7 F I N A L E R E N T E G R A F L 7 8 0 4 -
R 8 N O N - H V H Z C o r r e c t l o n . a d f
C r e a t e d b y I n d e p e n d e n t T h i r d P a r t y : Y e s
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T g n O ; i d U a : : 1 9 4 0 N o r t h M o n r c e S t r e x [ . T a l W h a a e e R 3 2 3 9 9 P h a n : 8 5 0 - 1 9 7 - 1 1 1 2 4
T h e S W W M f r o d d a K a n W E E O e m p b y e r . C n n v r l a m 2 0 0 7 - 2 0 1 3 S t a t e M F l o o d a . : : P d v a c v S t a l e n c n t : : A o � W I H ��: : R e f u n d S t a l e m e M
U M a r F o l a w , e m a i l a d d r e s s e s a r e W N k r e t a N s . I f y o u d o n o t w a n t y o u r e - m a i l a d d r e s s r e l e a s e d I n r e s p o n s e t o a W d k - r e m r d s m q u e r t , d o n o t s e n t l
e f o o m o k m a l l W W K e n t r y . I m n a d , m o n o , t h e o g r e b y p h o n e o r b y t r a d a b m l m a i l . I f y o u h a v e a r t y q u e s t i o n s , p l e a s e c o M a R 8 5 0 . 4 1 7 . 1 3 9 5 . " P u r s u a n t t o
S e c t i o n 4 5 5 . 2 7 5 ( 1 ) , F l o r i d a S t a t u t e s e f N G l e e O c t o b e r 1 , 2 0 1 2 , h a n n e e s l i c e n s e d a n t l e r O a p t e r 4 5 5 , F . S . m a r t p r o v i d e u m D e o n i m e n t w i t h a n e m a i l a d d r e s s I f
W r y h a v e o n e . T i e e m a f t l a w i d e d m a y t o u s e d f o r o f r e i a l c o m m i o t b n w a r t h e I l c e n n e e H o w e v e r e m a i l a d d r e s s e s a r e p u b l k r e c o r d . I f y o u d o n o t w i s h W
s u p p l y a p e I m d . , p l e a s e p r o v i d e N e O e p a n o w n t w i l l a n e m a i l a d d r e s s w h i c h c a n b e m a d e a v a l l a N e W t h e W b l i T o d a m m n i n e I f y o u a r e a f l o n w e e u n d e r
c h a p t e r 4 5 5 , F . S . , p h a r e d l & h o ��.
P r o d u c t A p p r o v a l A d e p t s :
g o � i M
w n t u r h y m , l a u -
h t t p : / / w w w . f l o r i d a b u i l d i n g . o r g / p r / p r _ a p p _ d f l . a s p x ? p a r a m = w G E V X Q w t D q u o v O j 0 1 H % 2 b . . . 3 / 3 1 / 2 0 1 6
TR j-1' IY ERD
EVALUATION REPORT
Entegra Roof Tile, LLC
1289 NE 9th Avenue
Okeechobee, FL 34972
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate ofAuthorkatiun 49503
353 CHRISTIAN STREET, UNIT #13
OXFORD, Cf 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report E39310.11.11 -1-R2
FL7804-RS
Date of Issuance: 11/02/2011
Revision 2: 07/02/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code (HVHZ) sections noted herein.
DEscBIPnow Entegra Concrete Roof Tiles (HVHZ jurisdictions)
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named products) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 7.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE103
llhe heimde,ealalWearMg ru authorhed b, Robert Noted..,
P.E oo taAWMIS. ahk does eet aeme asanekctmnlolly sier ed
d onentspeed, sealed hardmplea have been tnn,mltted to the
Product Approval MmlMnrator and to the men" tlient
CERTIFICATION OF INDEPENDENa:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING SYSTEM EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roofing Tiles
Compliance Statement: Entegra Concrete Roof Tiles, as produced by Entegra Roof Tile, Inc., have demonstrated compliance with
the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is
subject to the Installation Requirements and Umitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
tandard
Year
1523.65.2
Physical Properties
TAS 112
1995
1523.65.2
Wind Driven Rain
TAS 100
1995
1523.65.2.2
Static Uplift Resistance
TAS101
1995
1523.65.2.3
Static Uplift Resistance
TAS 102
1995
1523.6.5.2.3
Static Uplift Resistance
TA5102(A)
1995
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (M6049)
TAS 101
P39740.02.12
02/21/2012
ATL OM782)
TAS 112
RT0608.01-15
06/12/2015
An (7573782)
TA5112
RT0608.02-15
06/12/2015
ATL (TST3782)
TA5112
RT0608.03-15
06/12/2015
An OM782)
TA5112
RT0608.04-15
06/12/2015
ATL (7573782)
TAS 112
RT0608.05-15
06/12/2015
Miami-Dade(CER1592)
HVHZ Compliance
14-0416.12
11/27/2014
Miami-Dade(CER1592)
HVHZ Compliance
14-1120.04
06/18/2015
Miami-Dade(CER1592)
HVHZ Compliance
14-1120.05
06/18/2015
Miami-Dade(CER1592)
HVHZ Compliance
14-1120.06
06/18/2015
Miami-Dade(CER1592)
HVHZ Compliance
14-1120.08
06/18/2015
Tile Roof Institute
TAS 100, TAS 101, 102,102(A)
Membership Confirmation
Current
PRI(QUA9110)
Quality Assurance
Inspection Report
11/04/2015
4. PRODUCT DESDtIPnow
4.1 BERmuoA FLAT and PLAttrATIox FuT are TAS 112, Type 3a (flat -profile) concrete roof tiles
L
v4•
T�
to- ,
Y
nnrmodo
Plantation Flat
155>
Exterior Research and Design, LLC. Evaluation Report E39310.11.11 -1-R2
Certifoate of Authorization x9503 FL7804-RS
Revision 2:07/02/2015
Page 2 of 7
4.2
4.3
4.3
ESTATE "S" are TAS 112, Type lb (interlocking, low -profile) concrete roof tiles.
BELLA HIGH "S" are TAS 112, Type la (interlocking, high-profile) concrete roof tiles.
GALENA SPANISH "S" are TAS 112, Type 2a (non -interlocking, high-profile) concrete roof tiles.
17"
5. LIMITATIONS:
10"
TRINJJ'Y ERD
5.1 This is a building code evaluation. Neither Trinity( ERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record
for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design
guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is for use in FBC HVHZ jurisdictions or other jurisdictions adopting FBC HVHZ requirements.
5.3 Fire classification Is not part of this evaluation; refer to FBC Section 1516 or current Approved Roofing Materials
Directory for fire rating of this product.
5.4 Reference is made to FBC Section 1512.4.2.4 regarding field testing of completed tile roof installations.
5.5 Applicant shall retain the services of an FBC listed, accredited laboratory to perform quarterly tests in accordance with
TAS 112, Appendlx'A'. Such testing shall be submitted to Trinity I ERD for review.
5.6 Minimum underlayment shall comply with the RAS 118, RAS 119 or RAS 120, as applicable. Underlayment products shall
hold Florida Statewide Product Approval or Local Approval for use In the roof assemblies in HVHZjurisdictions.
Exterior Research and Design, I.I.C. Evaluation Report E39310.11.11 -1-R2
Certificate of Authorization #9503 FL7804-Rg
Revision 2:07/02/2015
Page 3 of 7
TRINITY ERD
5.7 Minimum roof deck requirements shall be In accordance with applicable FBC HVHZ requirements.
5.8 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and
F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with
manufacturers current published instructions, but not less than the requirements of RAS 118, RAS 119 or RAS 120, as
applicable.
6.2 Attachment Calculations: Entegra Concrete Roof Tile shall be evaluated as a 'Moment -Based System' in accordance with
RAS 127-11 using the data outlined herein.
TABLE 1: AERooYNAmic MULTIPLIERS -a,
Tile
Batten Application
Direct -Deck Application
Bermuda Flat
0.189
0.205
Plantation Flat
0.267
0.289
Bella High "S"
0349
0.378
Estate 'S"
0.267
0.289
Galena Spanish 'S"
N/A
0.235
TABLE 2: RESTORING MOM EM DUE TO GRAVITY-M� (FT -LBF)
Root Slope (e)
Tile
2:1Z<0<3:12
3:12<B<4:12
4:12<B<5:12
5:12<B<6:12
6:12<0<7:12
B>7:12
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Bermuda Flat
5.22
6.43
5.17
637
5.09
627
498
6.15
4.86
6.00
4.72
5.83
Plantation Flat
722
7.91
6.85
7.79
6.75
7.67
6.61
752
6.44
732
6.26
7.04
Bella High 'S'
6.19
6.89
6.11
6.80
599
6.67
5.85
651
5.68
633
550
6.13
Estate's'
614
6.84
5.91
6.74
5.82
6.64
5.70
650
556
6.33
5.40
6.14
Galena Spanish's'
N/A
6.20
N/A
6.13
1 N/A
6.03
1 N/A
5.89
N/A
5.74
1 N/A
557
Exterior Research and Design, I.L.C. Evaluation Report E39310.11.11.1 -R2
Cenifmte ofAuthorBoda. N95D3 FL7804-RB
Revision 2:07/02/2015
Page 4 of 7
TRINITY ERD
TABLEM-2t ATTACHMENT RESISTANCE EXPItESSEo ASA MaMENT-MF (rr-LaF)
FLAT PRORLETILES, ADHE4NE-SETSYSrEMS
UeLE3A-1: ATrA[HMENT NESLSTANCE EXPRESSED ASA MOMENT -MF (F7 -LBF)
FLAT PRLTNIETItES, MECHANICALLY ATTACHED SYSTEMS
Tile
Tile
Type
g
Fastener
Size
Shank
tlip
Direct -Deck
plywwund •
Direct -Deck
(min. •
plywoed)
Battens
Nall
Nall
One (1)
SOd
Smooth or5crew
N/A
73
9.8
4.9
To Tile
Nail
Two (2)
10d
Smooth or5crew
N/A
14.0
18.8
7.4
40.6
Nail
one (1)
10d
Smooth or5crew
Eave
19.0
19.0
22.1
3M Foam Roof Tile Adhesive
RTA -1; cross -hand
Nail
One (1)
10d
Smooth or5crew
Field
243
243
24.2
Bermuda
Nail
Two (2)
10d
Smooth or Screw
Eave
31.9
31.9
32.2
Flator
Plantation
Nall
Two (2)
10d
Smooth cr5crew
Field
355
355
34.8
Flat
Nail
Two (2)
SOd
Ring
N/A
309
38.1
17.2
Nail'
Nail'
Two 12)1
10d'
Ring'
N/A
503'
65.51
483'
Screw
Screw
One (I)
N8
N/A
N/A
30.8
30.8
18.2
Screw
Screw
I Two (2)
118
N/A
N/A
51.7
51.7
24.4
-Tinstallation with a 4 -inch the headlap and fasteners looted min. 21S -inch from head of tile.
'Installation with a 4 -inch the headlap and fasteners located min. 214 -inch from head of tile.
TABLEM-2t ATTACHMENT RESISTANCE EXPItESSEo ASA MaMENT-MF (rr-LaF)
FLAT PRORLETILES, ADHE4NE-SETSYSrEMS
Tile
Size (inch)
N
Weight (g)
Shank
To
Direct -Deck
in". 15/32'
plywood)
To
Battens
Nall
One (1)
10d
Tile
Application
Adhesive
Substrate
To Tile
Substrate
To Tile
Mf ift-lbf)
10d
Smooth or Screw
TILE BOND'
1x6
1x6
'-11
-11
40.6
One (1)
SOd
Touch'n Seal` Stormliond
1.25 x 10
1.25 x 8
-83
-10.2
73.2
3M Foam Roof Tile Adhesive
RTA -1; cross -hand
-5' long
oblong
'45'
across head
Smooth or Screw
Field
51.g
Bermuda
Flat or
Inter-
Dependent
3M 2 -Component Foam
RoofTlle Adhesive AH -160
q x 4
Z x 4
-16
-8
42.8
Plantation
Flat
31.9
32.2
Independent
3M2 -Component Foam
Roof Tile Adhesive AH -160
2x7
N/A
`30
N/A
50.9
2 x 10
N/A
-45
N/A
91.9
Exterior Research and Design, I.I.C. Evaluation Report E39310.11.11 -1-R2
Certfirnte oJAuthorization x9503 FL7804-R8
Revision 2: 07/02/2015
Page 5 of 7
TABU 38-1: ATTACHMENT RESISTANCE ExPRFsseo AS A MOMENT- MF(Fr-LBF)
LOW PROFILE TILES, MECHANICALLY ATrACNEO SYSTEMS
Tile
Type
N
Fastener
Size
Shank
tlip
Direct -Deck
in". 15/32'
plywood)
Direct -Deck
(rain. 19/32"
plywood)
Battens
Nall
One (1)
10d
Smooth or Screw
N/A
8.82
11.8'
4.1'
Nall
TWO (2)
10d
Smooth or Screw
N/A
16.4
219
7.1
Nail
One (1)
SOd
Smooth or Screw
Eave
19.0'
19.0'
22.1'
Nail
One (1)'
10d
Smooth or Screw
Field
2431
2432
24.2'
Nail
Two (2)
10d
Smooth or5crew
Eave
319
31.9
32.2
Nail
Two (2)
10d
Smooth or Screw
Field
355
355
34.8
Esrate'S'
NallTwa
(2)
10d
Ring
N/A
27.8
37.4
28.8
Nail'
Two (2)'
lOd'
Ring'
N/A
43.0'67.5'
Screw
One (1)'
Ne
N/A
N/A
25.62
25.82
22.9'
Screw
Two (2)
B8
N/A
N/A
47.1
47.1
49.1
-Tinstallation with a 4 -inch the headlap and fasteners looted min. 21S -inch from head of tile.
1 For one (1) fastener Installations, utilize hole that Is approximately 4% -inch from the interlocking edge.
Exterior Research and Design, I.I.C. Evaluation Report E39310.11.11 -1-R2
Certfirnte oJAuthorization x9503 FL7804-R8
Revision 2: 07/02/2015
Page 5 of 7
TRINITY ERD
TABLE 313.2: ATrAtHMEmT REsisra#CE ExPREssEo ASA MDMEW-MF (Fr -LRF)
Low PaonLETILES, MORTAR & ADHESNE-SEr SYsrEMs
Tile
Application
Adhesive
Size (inch)
Tile
Weight (g)
Mf(ft-Nzf)
To
Substrate
To Tile
To
Substrate
To Tile
Estate"S'
Inter-
Dependent
TILE BOND-
1 x 6
1 x 6
'-11
^11
43.8
Touch'n Seal-StormBond
1.25 x 30
0.75 x 10
"8.4
^5.1
41.8
3M Foam RoofTlle Adhesive
RTA -1; cross -bond
^5" long
oblong
^45 across
head
.,.6
^5
44.0
3M2 -Component Foam
Roof The Adhesive AH -160
4x4
2x4
^i6
-8
49.9
23.1
Independent
3M2 -Component Foam
RaofTlle Adhesive AH -160
2x7
N/A
^30
N/A
365
2x1D
N/A
-54
N/A
60A
Mortar
Per RAS 120 and Product Approval of Mortar Mfgr
20.6
- TARE3C-2: ATrACHMEw RESISTANCE Exwww ASA MOMEM-MF(Fr LBF)
HIGH PROFRETILEs, MORTAR & Am EEE-SEr Svsmms
TABLE 3C-1: ATTACHMENT RESISTANCE ERPRESSED ASA MOMEM-MF (FT -LRF)
HIGH PROFxETILt4 MEcHANICALLy ATTAcHeD SvsrEMs
Tile
Type
#
Fastener
Size
Shank
DIP
Direct -Deck
(min. w32'
Wvwaod)
Direct -Deck
(min. 19/3T
Plywood)
Battens
Nail
One(1)
1Od
Smooth or Screw
N/A
5.1
6.8
2.8
To Tile
Nail
Two (2)
10d
Smooth or Screw
N/A
6.9
9.2
7.3
48.1
Nall
one (1)
10d
Smooth or Screw
Feld
23.1
23.1
19.0
Bella HighNall
Inter-
Dependent
One (1)
10d
Smooth or Screw
Eave
293
293
24.0
"S" or
Nail
Two (2)
10d
Smooth orScrew
Feld
27.6
27.6
38.6
Galena
Nail
Two (2)
10d
Smooth or Sam .
Eave
38.1
38.1
41.8
Spanish
-5"
Nail
Two (2)
1Gd
Ring
N/A
28.6
41.2
19.4
Nail'
Two (2)'
Sods
Ring'
N/A
33.1'
48.11
509'
Screw
One (1)
q8
N/A
N/A
20.7
20.7
18.1
Screw
Two (2)
#8
N/A
N/A
43.2
43.2
29.8
'Installation with a4 -Inch
the headlap and fasteners located min. 2VAnrh from head of tile.
- TARE3C-2: ATrACHMEw RESISTANCE Exwww ASA MOMEM-MF(Fr LBF)
HIGH PROFRETILEs, MORTAR & Am EEE-SEr Svsmms
Size(inch)
Weight (g)
To
To
Tile
Application
Adhesive
Substrate
Tons
Substrate
To Tile
Mf (ft-lbf)
TILE BOND-
1 x 6
1 x 10
-11
^22
48.1
Touch'n Seal- StormBond
1.25 x 10
0.75 x 8
-8.4
•3.9
51.6
Bella Hlgh
"5" or
Inter-
Dependent
3M Foam Roof Tile Adhesive
RTA -1; oross-bond
two (2) ^6"
long oblong
KO' across
head
"12 each
^15
36.2
3M2 -Component Foam
RaofTile Adhesive AH -160
4x4
2x4
^16
^8
30.1
Galena
Spanish
3M2 -Component Foam
2x7
N/A
`30
N/A
48.5
Independent
Roof The Adhesive AH -160
2 x 10
N/A
`63
N/A
93.5
Mortar
Per RAS 121) and Product Approval of Mortar Mfgr
24.5
Exterior Research and Design, LLL Evaluation Report E39310.11.11 -1-R2
Cert rote o/Autharimtron #9503 FL7804-RS
Revision 2: 07/02/2015
Page 6 of 7
TRINITY ERD
7. LABELING:
7.1 Each unit shall bear the imprint or identifiable marking of the manufacturer's name or logo, as detailed below. Tile lots
shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein.
OR
Trff:)
ui
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
9. MANUFACTURING PLANTS:
Okeechobee,FL
10. QUALITY ASSURANCE ENTITY:
PRI Construction Materials Technologies, LLC.—QUA9110; (813) 621-5777
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report E39310.11.11 -1-R2
Certificate afAutherizatian #9503 FL7804-RB
Revision 2:07/02/2015
Page 7 of 7
Technical Representative Mark Hamer
Address/Phone/Email 1400 Union Meeting Road
P.O. Box 1100
Blue Bell, PA 19422
(215) 274-2443
Mark.D.Hamer@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category
Roofing
Subcategory
Modified Bitumen Roof System
Compliance Method
K'S Home Log In User Registration Hot Topics
Submit 5urt arye 50flFarts Pobli bons
FEC Staff" KIS Site Map links Search
Business
v Evaluation Report - Hardcopy Received
Validated By
John W. Knezevich, PE
Professional
Product Approval
User
�1.8�'
FM 4474
t�RECEIVEDt
USER: Public
PrWuc[Approval Henu>Pm ucc o, APOicMion> Awliabvn
List> Appliatlon detail
APR 20 2016
t
FL #
FL16709-R2
Town of Gulfstream, FL
Application Type
Revision
Code Version
2014
Application Status
Approved
TOWN OF GULF STHrAA
100 SEA ROAD
Comments
GULF STREAM, FLORIDA 3348'
Archived
Product Manufacturer
Certaini Corporation -Roofing
Stream
Address/Phone/Email
18 Moores Road
Gulf
Malvern, PA 19355
(610)651-5847
mark.d.harner@saint-gahaln.com
File Copy
Authorized Signature
Mark Hamer
mark.d.harner@saint-gobain.com
Technical Representative Mark Hamer
Address/Phone/Email 1400 Union Meeting Road
P.O. Box 1100
Blue Bell, PA 19422
(215) 274-2443
Mark.D.Hamer@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category
Roofing
Subcategory
Modified Bitumen Roof System
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Quality Assurance Entity
Florida Professional Engineer
Quality Assurance Contract Expiration Date
v Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nieminen
the Evaluation Report
2000
Florida License
PE -59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
07/03/2017
Validated By
John W. Knezevich, PE
FM 4470
r Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL16709 R2 COI 2015 01 COI Nlemingn.odf
Standard
Year
ASTM D6162
2000
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
ASTM D6509
2009
FM 4470
1992
FM 4474
2004
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl`/o2fIZm6... 3/11/2016
Equivalence of Product Standards
Certified By
Sections fmm the Code
Product Approval Method Method 1 Option D
Date Submitted
03/16/2015
Date Validated
03/24/2015
Date Pending FBC Approval
03/26/2015
Date Approved
06/22/2015
Date Revised
02/04/2016
Summary of Products
FL 7t Modal, Number or Name
Description
16709.1 Flintlastic Modified Bitumen
SBS and APP modified bitumen mof systems
Roof Systems
Unnits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16709 R2 11 2015 03 FINAL Al ER CERTAINTEED MODBIT FL16709-
R2,Qdj
Approved for use outside HVHZ: Yes
Impact Resistant.• N/A
Verified By: Robert Nieminen PE -59166
Design Pressure: +N/A/ -97.5
Created by Independent Third Party: Yes
Other. 1.) The design pressure In this
Evaluation Reports
application pertains to the maximum design
FL16709 R2 AE 2015 03 FINAL ER CERTAINTEED MODBR FL16709-
RZ.odf
pressure for one partlallar assembly for use
In Zone 1 (field area) of the mail. Refer to ER
Created by Independent Third Party: Yes
Appendix for all systems and attachment
limitations. 2.) Refer to ER Section 5 for
Limits of Use.
'o- Neal
Cb,4=1$ :: 1940 Nor[ Monroe Strmt Tallaha see F 3 399 Plprc: 950d87-1924
TM Stale of fionda lo an IWK-0 empbVr. rM.n1oM 007-2013 Stall N FNMA :: Privacy Statement :: Ao,bbs iW ctaVment :: flefuM Staloom,
Ureter Florida law, !mall addmadI am publk mcords. If you do flat want your! -mall address released In nnpome ro a WIAlcrecoMs request, do not send
amaronk mall to 015 eWty. ImMad, cora ill of0co by Wlane or by tradilbnal mall. if you have any pueztloro, please coMaR 850.487.1395.'Purswnt m
SeAlon 455.275(1), Fonda Statute , a m Gomi,ar 1, 2012, Ilrertsees limmod uMar Chapter 455, F.S. muA provide Una, Department will, an email addr ss If
they have one. The amai5 pmvlded may be used for official oommuNcalion wWl the liremee. Nowaner email addresses are public record. If You do not woh m
supply a Wominal addras, please provide 1M DepartmM wIN an amall address whidl can be made available w the public To dmemonar If you are a lienee under
Product Approval Accpee doq :
1 RE a- Ifo
Cre ttSCArFE.
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8oble/g2flZm6... 3/11/2016
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TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
Delivered via e-mail
July 7, 2016
Chris O'Hare [mail to: chrisohareeulfstream@gmail.coml
Re: GS# 2263 (roof records for 2546 AAS)
Please produce for my inspection any public record of documents related to the white colored
cement roof the and the red colored cement roof tile that was recently installed on the roof of the
building located at 2546 Avenue Au Soleil; also known as PCN 10434604220000460. Responsive
public records may include but not be limited to permit applications, permitfee payments, building
permits, letters, emails, reports, photos and other documents. In particularly 1 am interested in
inspecting any records that would contain information which explains why a new roof was
installed on this building and then almost immediately thereafter removed and replaced by a roof
with a different color.
Dear Chris O'Hare [mail to: chrisoharegulfstreamaamail.coml,
The Town of Gulf Stream has received your original record requests dated July 6, 2016. Your
original public records request can be found at the following link htto://www2.gulf-
stream.ora/weblink/0/doc/95444/Pasel.aspx. Please refer to the referenced number above with any
future correspondence.
The responsive records can be found at the same link above.
We consider this request closed.
Respectfully,
Town Clerk, Custodian of the Records
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g 70-99
GULF STREAM CODE
Sec. 70-99. Roof design, slope and materials.
Roofs are a major visual element and should be carefully considered as to the proportion, texture, color
and compatibility with both the house style and neighboring buildings. Similarities in roof types create
a visual continuity in the streetscape and neighborhood. Broad low roof lines with overhanging eaves
provide a reassuring sense of shelter and create shade for underlying windows.
(1) Preferred.
Exposed gutters and downspouts painted to match adjacent roof or wall material
Exposed rafter tails
Flashing, vent stacks, and pipes painted to match adjacent building surface
Gutters and downspouts designed as a continuous architectural feature
Hip or gable roofs
Low pitched roofs (under 28° or 6:12 slope)
Roof material true to architectural style
Roof overhangs (two to 21/2 feet)
Roof pitches over porches or ancillary structures (under 45" or 1:1 slope)
Simple roof geometry
Tile roof material
(2) Discouraged.
Roof material uncharacteristic of architectural style or zoning district
"S" -shaped tile in some districts
Shed roofs
Steep slopes (over 450 or 1:1 slope)
CD70:46
/ GULF STREAM DESIGN MANUAL § 76-99
Very low pitched roofs (less than 18` or 5:12 slope)
(3) Prohibited.
Low Slope
Under 28°
(6:12 slope)
Average Slope
28-05°
(6:12-I�:1)
j
5•.......
Steep Slope
Over 45°
(L•1 slope)
Asphalt shingles except on existing polo cottages and homes with existing asphalt or wood
shingles
Bright, unnaturalistic-looking roof material
Flat roofs visible over ten percent of total roof area, except when used at peaks to reduce roof
massing
Gambrel roofs
Glazed skylights on the streetside
Inconsistent roofing materials visible from the exterior of the property, except approved accent
materials
Mansard roofs
Metal roofs (except unpainted copper when used as a decorative accent or on minor accessory
structures)
Non-earthtone colors (except white), for example: blue, peach, pink, teal or yellow
Primary color tiles and shingles l
Roll file and similar tile styles in all districts except Place Au Soleil
S -Tile in all districts except Place An Soleil
!, Solar panels on the streetside
CD70:47
Hi
Gable
Shed (Discouraged)
Flat (prohibited)
Gambrel (Prohibitedj
Mansard !Prohibited
(3) Prohibited.
Low Slope
Under 28°
(6:12 slope)
Average Slope
28-05°
(6:12-I�:1)
j
5•.......
Steep Slope
Over 45°
(L•1 slope)
Asphalt shingles except on existing polo cottages and homes with existing asphalt or wood
shingles
Bright, unnaturalistic-looking roof material
Flat roofs visible over ten percent of total roof area, except when used at peaks to reduce roof
massing
Gambrel roofs
Glazed skylights on the streetside
Inconsistent roofing materials visible from the exterior of the property, except approved accent
materials
Mansard roofs
Metal roofs (except unpainted copper when used as a decorative accent or on minor accessory
structures)
Non-earthtone colors (except white), for example: blue, peach, pink, teal or yellow
Primary color tiles and shingles l
Roll file and similar tile styles in all districts except Place Au Soleil
S -Tile in all districts except Place An Soleil
!, Solar panels on the streetside
CD70:47
§ 70-99
GULF STREAM CODE
Unnecessarily complex or monolithic roof design
All white tile other than flat cement file
(Ord. No. 00-1, § 36, 3-10-00; Ord. No. 03-9, § 2, 10-10-03)
Sec. 70-100. Roof and eave heights.
(a) Generally.
(1) The height and number of eave lines and the overall height of a structure play an important role
in establishing visual continuity with other structures on the street and maintaining an
appropriate residential/human scale. Most structures in the town are characterized by simple
roof designs with low to medium eave heights and roof heights. This type of design emphasizes
the horizontal dimension of the structure while minimizing the vertical dimension.
(2) Roof height is measured from the top of the first finished floor to the highest exterior point on the
roof. Eave height is measured from the top of the first finished floor to the top of the roof beam
at the end of the beam (top of flashing). Different eave heights establish different eave lines. Two
or more separate roof areas with the same eave height are considered to have the same eave line.
(3) Roof features can provide appropriate design articulation to a roof area, but should be used
sparingly to avoid unnecessary and undesirable complexity. Roof features include, but are not
limited to, chimneys, cupolas, decorative towers, dormers, and small cut-outs and extensions.
Two or more dormers are considered to be one roof feature, as are two or more chimneys.
(4) Entry features are the front portion of the structure which provide door entrance to the dwelling.
The height of the entry feature is measured from the finish floor elevation to the upper portion
of any balcony railings, Dutch gable or other such elements. Entry features, if used, should
provide a sense of arrival, yet should not overpower them or the remainder of the structure. The
scale and proportion of entry features should be consistent with the rest of the structure, varying
just enough to provide a focal point to the front of the house.
(b) One story homes.
(1) Preferred.
Eave heights: From eight feet to ten feet six inches
Eave lines: Three or less
Roof features: Three or less visible per building side
Roof heights: 20 feet or less (24 feet or less for roof features)
(2) Discouraged.
Eave heights: Between ten feet six inches and 12 feet
Eave lines: Four
Roof features: Four visible per building, side
Roof heights: Between 20 and 24 feet (between 24 and 28 feet for roof features)
(3) Prohibited.
Eave heights: Less than eight feet or greater than 12 feet
Eave lines: Five or more
Roof features: Five or more visible per building side
Roof heights: Greater than 24 feet (greater than 28 feet for roof features)
CD70:48
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
Delivered via e-mail
July 7, 2016
Chris O'Hare [mail to: chrisohareeulfstream@smail.coml
Re: GS# 2263 (roof records for 2546 AAS)
Please produce for my inspection any public record of documents related to the white colored
cement roof the and the red colored cement roof tile that was recently installed on the roof of the
building located at 2546AvenueAu Soleil; also known as PCN 20434604220000460. Responsive
public records may include but not be limited to permit applications, permit fee payments, building
permits, letters, emails, reports, photos and other documents. In particularly I am interested in
inspecting any records that would contain information which explains why a new roof was
installed on this building and then almost immediately thereafter removed and replaced by a roof
with a different color.
Dear Chris O'Hare [mail to: chrisohareeulfstream(d�gmail.coml,
The Town of Gulf Stream has received your original record requests dated July 6, 2016. Your
original public records request can be found at the following link htto://www2.¢ulf-
stream.ore/weblink/0/doc/95444/Paael asox. Please refer to the referenced number above with any
future correspondence.
In addition, after responding to your public record request it was determined additional
documents could be provided in the spirit of abundance of caution. The responsive records can
be found at the same link above.
We apologize for the oversight and unless we hear back from you, we consider this matter closed.
Respectfully,
Town Clerk, Custodian of the Records