HomeMy WebLinkAboutSUBMITED PAPERSem,"r
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: �.a %5 _ Permit Number:, SOS -O 5a$
RECEI\: ;D JUN 2.91M
Planning and Development Services
Building Permit Application 84. <UCIe j,'
Building and Code Regulation Division ,007
2300 Virginia Avenue, For Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
li'R'®Pp$,q,k PjOUEIENT,,LQT ,Nr 11
Address: 3335 QL0 ffl� If,L-)oO iIZ r�PA Im i P L �)Ll 9 `i0
Legal Description: 1A RA -IObua 11�+ 4 E - P I AT l3 ' IJ U oo 6 0%'VI* I I A.1 £ - U(�
r,fl _ I a•Q/ _ 719
PropertyTax ID #: 2C IS -
Site Plan Name: 13 3 3 S/� ( -
Project Name: �i Vr 1`�
Setbacks Front Back:
U0_1 I _LUU_
fYlPpl�,woc�� Z.
Right Side: Left Side:
(LWArI
all
(Z&Y10uC -Ic, 1n.�1; II
wi-I-h 3011b �£� i Sall "5A �GIA1WANi2£c1 MEW-NAIsh%,�
C.PP Sh£E% INiI hPi �-I�SL �i 11 C.hANRKI iN�AII yN+ES`�QA
Ar��E8luL
0HVAC UGasTank
Electric 0 Plumbing
Piping "Shutters
nklers E Generator
Total Sq. Ft of Construction: Sq. Ft. of First Floor:
6 L_n_J
Cost of Construction: $ d b 00 . s— Utilities. Sewer _Septic
Lot No.
Block No.
MOP d- 6qa k NA,
-fl7s vsPei y a1
Windows/Doors
1-661 Roof
Building Height: `
QfI,ER/L S "EE�,� ,«
GTRANT ®R'.'
Name A L
Name::'IDA4,a t-, 144%4,7'
Address:.\
I
I UMO V
Company: 4EA �o,s I IN�
NC
city: PAlrr\ C; State: FL.
Zip Code: 3 t-t g % _Fax:
Phone No.
Address: P 15 (36 X 11�13
City: PkIm C.:v
Zip Code: 3 r-I 4 9 I Fax:
Phone No. g i - r3 11
State: PL
E-Mail:
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E-Mail: i . s i7 l �Y A
.3 1Lo
rvG .Cam
State or County License: CCC 0 3
(o 9' D
If value of construction is $2500 or more, a RECORDED Notice or Commencement Is required.
l
SUPPLE E TAL CON,STRU ION N W INFQRM
Tif Nc
MORTGAGE COMPANY: _ Not Applicable
Name:
DESIGNER/ENGINEER: _ Not Applicable
Name:
Address:
Address:
City: State:
Zip: Phone:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable •
Name:
BONDING COMPANY: _Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that Is granting a permit win authorize the permitnocaer to ouno the suoieu struuure
in confl which is ict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING. TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or ecordin our Notice of Commencement.
( / //' / I
_ Signature
I Ffe-j *a _
STATE OfFLORI STATE OF FLORIDA
COUNTY OF ��+ �'� C\ Q COUNTY OF a d,
The forgoing instrument was acknowledged efore me
this day of Uh Q , 20 by
(Name of person acknowledging)
(Signature of Notary Public- St
Personally Known OR
Type of Identification Producec
Commission No.� 5�
=1
Revised 07/15/2014
of Florida
The forgoing instrument was acknowledgedbefore me
this~day of 11 c+L , 20 16— by
6 Nle V w (10 /
(Name of person acknowledging)
d!
(Signatur of Notary Public- State of Florida )
!d Identifccatio Personally Known OR
IOL Type of Identification Produces
(N�p ses�eila�goA'%S'C
mmission No. F�Z�Z
V
Lp NO.FF222570
�T,�pVBLIG. s.
�i OF
F1-Q
REVIEWS
FRONT
ZONING. "'SUPERVISOR
PLANS
VEGETATION
SEATAWIll
IMWROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
Jul 17 15 03:37P Heat' `,Roofing 7722212299 P.1
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax:772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit#�/,e'
I, �A/V�i°� �% f�err�o•+� licensed as a n)contracto /Engineer/Architect
(Please print name & circle license type) 'FS468 Building Inspector
'General, Building, Residential orRoojing Contractor or any Individual cerdfled under 468 F.S. to make such an inspection.
On or. about 7 / r; —/-!�O' I did personally inspect the roof deck nailing
(Date)
work at: / 3 33 f %7)Ael4 kmacC ��
(Job site address)
Based upon that examination I have determined the installation was done accordingto the current
edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is
most strigent).
Signatu a and Sea[
r- %< 9 P:eq-
License #
STATE OF FLORIDA.
COUNTY OF • .�
�- - A2
Sworn to and subscribed before m his � day of
by . Who is personally kn n to m r who has produced
Gt r T. L, as identification.
Notary Public, State of Florl i �,
Signature of Notary: Commission Number: =a(�ealp°,�a Dionysia pretonotwas
ro •— State Of Florida
En 01/19/20113` COMMISSION,# EE 185560
Expires: April 1, 2016
REC
JUL Y %
JOSEPH
E. SMITH, CLE'
OF THE CIRCUIT COURT - SAINT
--CIE COUNTY
FILE #
4077896 OR E
13753 PAGE 2818, Recorded 0
1/2015 at 02:04
i,
♦mna Fm tnn_g_ nr..am+:av ro—1
REci'.' =D JUN 2.9'2013
rrxmrrrnnrefle: I j
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain teal property, and in aceordmx, with Chapter 713,
Florida stamtcs the following information is provided in the Nodw ofmwnencuneo� (r 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:rG z6'd�y
-1S Oy/OOO•t
SUBDIVISION BL(ICX TRAfT--.LOT RLDGDNrP
Rarknur t7t4nb PImT 13 sy3ccNoribuShV It lOG , 1 j1I i' dO
2. GENERAL DESCFU'TION OF IMPROVE
3. OWNER EODRMA77ON: a.Name R,,:�a a V0rF1
b.Address I'/s'/y3n f✓l2Pla.lu0 n 0:2Vty1 r Al I, II C. interest in property
d. Name and address of fee simple titleholder (if other dunowne[)
4.0ONTRACI'ORS NAME, ADDRESS AND PHONE NUMBER::.IE��«�n
p.O.QtoK 114E znkt �,{,t V-L grill a �%
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDERS NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices car other documents may be served es provided by
Section 713.13 (1)(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
B.In addition an himself or herself, Owner designates the following to receive a copy of the limor's Native as provided in Section
713.13 (1)(b), Florida Stames:
NAME, ADVERSE AND PHONE NUMBER:
9. Expiration date of notice ofconuhenamm[ (the expiration date is I year from the daze of recording uNess a different done is
specified) 20_.
Owner's Authorized OlBcer/Director/Partoer/Mouuger
State of Florida
Countyofa. L,zCe-
Personally Kno"I or produced the following type of 1D:
SFi1Q.LPI'i A �Ac)N1a'g
(Printed Name of Notary Public)
Under penalties of perjury. I declare that I have read the foregoing and that the facts in it era one to the best of my knowledge and
belief (sration 92.525, Florida Statutes).
gigua6s( ofO r(s) rO eI Authorized O®oetlDltettor/Partuer/Mourager who signed above:
Br. 44 By
STATE pr,7�nN�A
rv'Y
ST
T4
Date'
O!
ONMLED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE I-r%a
PAMTDAPTABAeMPAAM '� I�'="= =' TRINIIYIERD
TABLE IE-2: WOOD DECKS —NEW CONSTRU ION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Base Sheet
Roof Cover
MDP
Base
Fasteners
Attach
Ply
Cap
No.
(See Note 1)
(Psf)
Min. 23/32-inch exterior
Paly SMS Base; Ultra Poly
12-inch o.c. at 4-inch lap and 36-inch o.c. in two,
BP -AA, SBS-
AA. SBS-TA or
SBS-AA, SBS-
45.0'
W-80
grade plywood at max. 24-
SMS Base
See Note 2
equally spaced, staggered center rows
TA or APP-TA
inch spans
APP-TA
Flintfast3 in. Insulation Plates with
(Optional( BP -
Min. 15/32-inch plywood a[
Glasbase; Flexiglas; Flintlastic
FlintFast #12 or #14; Trufast MP3 with DP
6-inch o.c. at4-inch lap and 6-inch o.c. in three,
AA, SBS-AA,
SBS-AA, SBS-
97 5
W-81
max 24-inch spans
Base 20; Poly SMS Base; Ultra
or HD; OMG 3 in. Round Metal Plates with
equally spaced, staggered center rows
SBS-TA or
TA or APP-TA
Poly SMS Base; Yosemite
OMG #14 HD
APP-TA
W 82
Min. 15/32-inch plywood at
Flintlastic APP Base T
OMG 3 in. Round Metal Plates with OMG
6-inch o.c. at 4-Inch lap and 6-inch o.c. in three,
APP-TA
APP-TA
-97.5
max 24-inch spans
#14 HD
equally spaced, staggered center rows.
W 83
Min. 19/32-inch plywood at
Glasbase; Flexiglas; Flintlastic
Base 20; Poly SMS Base; Ultra
See Note 2
7-inch o.c. a[ 3-inch lap and 7-inch o.c. in three,
BP -AA, SBS-
AA SBS-TA or
SBS-AA, SBS-
-SO5.0
max 24-inch spans
equally spaced , staggered center rows
APP-TA
TA or APP-7A
Poly SMS Base; Yosemite
W 84
Min. 19/32-inch plywood at
Flintlastic APP Base
OMG 3 in. Round Metal Plates with OMG
#14 HD or Dekfast Hex Plate with Dekfast
7-inch o.c. a[ 3-inch la and 7-inch o.c. in three,
p
APP-TA
APP-TA
-105.0
max 24-inch spans
#14
equally spaced, staggered center rows
Flintfast 3 in. Insulation Plates with
(Optional) BP -
Min. 15/32-inch plywood at
Glasbase; Flexiglas; Flintlastic
FlintFast #12 or#14; Trufast MP3 with OP
6-inch o.c. at 4-inch lap and 6-inch o.c. In four,
AA, SBS-AA,
SBS-AA, SBS-
-127.5
W-85
max 24-inch spans
Base Poly SMS Base; Ultra
or HD; OMG 3 in. Round Metal Plates with
equally spaced, staggered center rows
SBS-TA or
TA or APP-TA
Poly SMS Base, Yosemite
OMG 914 HD
APP-TA
Min. 15/32-inch plywood at
Flintlastic APP Base
OMG 3 in. Round Metal Plates with OMG
6-inch o.c. at 4-inch lap and 6-inch o.c. in four,
APP-TA
APP-TA
-127.5
W-86
max 24-inch spans
#14 HD
equally spaced, staggered center rows.
TABLEIF: WOOD DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
No.
Deck
(See Note 1)
Primer
Roof Cover
MDP (psf)
1 Base
I Ply
Cap
W-87
Min. 19/32-inch plywood at max 24-inch spans
FlimPrime SA
SBS-SA
(Optional) SBS-SA
SBS-SA
-127.5
Exterior Research and Design, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
. D Z�
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COP/%EMIT
CE
REVIEWED BY (Y
DATE
PLAN AND
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
THESE PL 8 00 Au PROPOSED WOP �
ARESUS.F C)-TOAUYCfir3rlECnUMS
REQUIRED gyFIEW IMS�PnEnCTORS'ffii7
MAYBE'ECEe ,MWrQ"03.04-R14 for FL2533-R13
COMPLY WITH ALL APPLICAg i;e'vaizl Page 16 of57
hitl n�r�c Bl;nc�t•..
R E C E ! ' ' :,,,)29105
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization N9503
35orl06TINIY
ERD
oxford, CT478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
CertainTeed Corporation
Evaluation Report 3520.03.04-R12
18 Moores Road
FL2533-R12
Malvern, PA 19355
Date of Issuance:09/19/2005
Revision 12:10/24/2014
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. The product described herein has been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: FlintlasticO Modified Bitumen Roof Systems
LABELING: Labeling 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[ ERD 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 ( 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 5, plus a 55-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The fawhIle seal a ppeadng was aothorlsed
by Robert Nieminen, P.E on 10/24/2014
This does notsene as an eleotnm allysigneddocvment. Spnad,
sealed hardcoples have been trammitted to the Prodsect Approval
Administrator and to Me named client
CERTFIClMON OF INDEPENDENCE:
1. Exterior Research & Design, I.I.C. d/b/a Trinity I 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, U.C. 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.
.". PEI'
t
�l I RINIIY J ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Flintlastico Modified Bitumen Roof Systems, as produced by CertainTeed Corporation, 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 Limitations/ Conditions of Use set forth herein.
2. STANDARDS:
Section
Prone
Standard
Year
1504.3.1
Wind
FM 4474
2004
15D4.7
Impact
FM 4470
1992
1507.21.2
Physical Properties
ASTM D6162
2000
1507.11.2
Physical Properties
ASTM D6163
2000
1507.112
Physical Properties
ASTM D6164
2005
2507.11.2
Physical Properties
ASTM D6222
2002
1507.11.2
Physical Properties
ASTM D6509
2000
3. REFERENCES:
fatbi Examination Reference Date
ERD OST6D49) FM 4470 3504.06.01-1 06/05/2001
ERD CrST6049) FM 4470 3513.08.02 08/15/2002
ERD (TST6049) FM 4470 03515.07.03 07/22/2003
ERD (I SM049) FM 4470 3519.12.03 12/22/2003
ERD M760491 FM 4470/4474 3522.07.04 07/28/2004
ERD OT6049) FM 4470/4474 02943.02.05-11 02/10/2005
ERD VS115049) FM 4470/4474 3533.01.06 01/06/2006
- ERD (TST6049) FM 4470/4474 4674.11.01-1 03/21/2006
ERD(TST6049) Physical Properties 3535.10.06 10/31/2006
ERD (TST6049) FM 4470/4474 3521.07.04ft1 10/26/2007
ERD 05116049) FM 4470/4474 02764.09.05-RI 12/10/2007
ERD (TST6049) FM 4470/4474 02762.03.05-111 12/10/2007
ERD(TST6049) Physical Properties C7290.01.08 01/16/2008
ERD M6049) Physical Properties C10080.09.08 09/04/2008
ERD M6049) FM 4470/4474 C8370.011.08-111 10/05/2009
ERD M760491 FM 4470/4474 P6860.06.07-RI 09/10/2009
ERD(TS760491 FM 4470/4474 C30310.12.09 12/17/2009
ERD CM6049) FM 4470/4474 C30560.03.10 03/18/2010
ERD (TST6049) FM 4470/4474 C31420.08.10 09/21/2010
ERD CM6049) FM 4470/4474 C33980.12.10 12/22/2010
ERD 011-6049) FM 4470/4474 C33830.02.11 02/08/2011
ERD OW6049) TA5117(8), Rupture C35500.02.11 02/09/2011
ERD (TST6049) FM 4470/4474 C37820.07.12 07/24/2022
ERD (TST6049) FM 4470/4474 C37830.07.12 07/26/2012
ERD M6049) Physical Properties Ci42110.08.12 08/13/2012
ERD (TST6D49) FM 4470/4474 C39670.08.12 08/20/2012
ERD (TA6049) FM 4470/4474 C42280.08.12 08/20/2012
ERD (T5T6049) TA5117(A) A35880.04.12-RS 10/26/2012
ERD (TST6D49) FM 4470/4474 C44580.07.13 07/25/2013
ERD M6049) FM 4470/4474 C456205C 08/27/2013
ERD (TST6049) FM 4470/4474 C46090.11.13-A 11/20/2013
FM Approvals OMS67) FM 4470 OE3A2AM 03/30/1982
FM Approvals(TST1867) FM 4470 3WOA4.AM 03/16/1993
FM Approvals(TST3867) FM 4470 3WOA2.AM 03/17/1993
FM Approvals(rST1867) FM 4470 3WDA3AM 03/17/1993
FM Approvals M1867) FM 4470 124A6.AM 09/11/1996
FM Approvals (W1867) FM 4470 3y8A1AM 09/30/1996
FM Approvals(TST3867) FM 4470 2D5A9AM 06/22/1999
FM Approvals(TST3867) FM 4470 30D9502 12/12/2000
FM Approvals (TST38671 FM 4470 3008869 03/19/2001
FM Approvals (TST1867) FM 4470 3009610 10/15/2001
FM Approvals (TST1867) FM 4470 3006025 12/23/2001
FM Approvals (TSr1867) FM 4470 3012321 07/29/2002
FM Approvals (TST1867) FM 4470 3009814 09/06/2002
Exterlor Research and Design, I.I.C. Evaluation Report 3520.03.04-R12
Cerdpm[e o)Author8odon R9503 1 E :q F12533-R32
p (� /-a ev gWrn 1L-10/24/2014
.) i' Fage 2of5
'a/
�! TRINITY ERD
Efliipf
Examination
Reference
Date
FM Approvals (TSr1B67)
FM 4470 ,.
3024502
04/04/2003
FM Approvals (TST1867)
FM 4470
3015444
07/12/2003
FM Approvals (TST3867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3018579
10/09/2003
FM Approvals (TST1867)
FM 4470/4474
3020703
07/30/2004
FM Approvals M1867)
FM 4470/4474
3021759
06/03/2005
FM Approvals=867)
FM 4470/4474
3022038
04/05/2006
FM Approvals (TST3867)
FM 4470/4474
3DZ3458
07/18/2006
FM Approvals (TSTI867)
FM 4470/4474
3026128
08/04/2006
FM Approvals(TST3867)
FM 4470/4474
3024311
11/01/2006
FM Approvals (TST1867)
FM 4470/4474
3025766
11/13/2006
FM Approvals (TST1867)
FM 4470/4474
30ZO410
02/19/2007
FM Approvals (TSTI867)
FM 4470/4474
3026964
(17/25/2007
FM Approvals (T5T1867)
FM 4470/4474
3031262
11/30/2007
FM Approvals (TSTI867)
FM 4470/4474
3031199
12/23/2008
FM Approvals UM867)
FM 4470/4474
3032172
06/12/2009
FM Approvals ('TSTIB67)
FM 4470/4474
3037127
01/11/2010
FM Approvals MnB67)
FM 4470/4474
3039MS
12/02/2011
FM Approvals (TSr18671
FM 4470/4474
3046104
08/23/2013
FM Approvals (TSTI867)
FM 4470/4474
3048520
09/19/2013
MTI(TSM08)
Physical PWPerdes
DXO8C4A
03/22/2004
MTI(TST2508)
Physical propertles
DX20E3A
03/22/2004
MTI(TST2508)
Physical proper0es
DX20EM-001
01/04/2006
MTI(TST2508)
Physical properties
AX31G8A
08/21/2008
MU(TST2508)
Physical properties
AX3IGSD
09/05/2008
Mn(f5T2508)
Physical properties
AX31G8F
O6/0513009
MT ( soa)
Physical properties
AX21G8C
01/28/2011
PRI (TST5878)
Physical Properties
CrC-032-02-01
01/16/2008
PRI (TST5878)
Physical Properties
CrC-034-02-01
21/24/2008
PRI(T5T5878)
Physical Properties
CrC-066-02-01
08/08/2011
PRI (TST5878)
Physical Properties
CTC-067-02-01
08/08/2011
PRI (TST5878)
Physical Properties
CrC-068-02-01
08/08/2011
PRI DST5878)
Physical Properties
CrC-070-02-01
08/08/2011
PRI OST5878)
Physical Properties
CrC-071-02-01
08/08/2022
PRI (TST5878)
Physical Properties
CrC-093-02-01
08/08/2011
PRI(TSr5878)
Physical Properties
CrC-116-02-01
04/03/2012
PRI(TST5878)
Physical Properties
CrC-183-02-01
10/04/2013
UL, LLC.(QUA9625)
quality Assurance
Service Confirmation, R11656
EXp.07/03/2017
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Flintlastic® Modified Bitumen Roof Systems installed in accordance with CertainTeed Corporation
published installation Instructions and the Limitations / Conditions of Use herein. The following Certa(nTeed products make up
the subject systems. '
5 C> i� ,, + _�- e r `*TABIFl ROLL -GOODS FORFUNRAStICa MODIRED BDUMDV ROOf$YSTEMS s �'. ° v,� < :c ri s} ml Yr",'
,,.x- 3 r.:'o ,-.. >a...-:%. ..r .....`.., ... ,. c- v v. ,i ,.y.._ - ,x -:n L✓u:
... _. a. ._...tom..
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Fiintlastk• SA NailBase
ASTM D4601
N/A
II
Glasbase—Base Sheet
ASIM M602
N/A
II
All Weather/Empire-Base
ASTM D4601
N/A
II
Flerdglas-Rase
ASIM D4601
N/A
II
Flin lactic" Base 20
ASTM D4601
N/A
II
Flintlastic Poly SMS Base Sheet
ASTM D4601
N/A
II
Yosemite* Venting Base
ASIM D4997
N/A
II
Ply Sheets
Rlntglas^Ply SheetType IV
ASrM D2178
N/A
IV
ninffilas• Premium Pl7SheetType Vl
ASTM D2178
N/A
VI
Base/Ply Membranes(APP)
nintlartic• APP Base T
ASTM D6509
N/A
N/A
Flintlastic•sTA
A5TM D6222
5
I
Flintlastic• STA Plus
ASTM D6222
S
I
Exterior Research and Design, U.C. .,�p,,�ppJ(� t .R1flTOAoy{�17520.03.04-R12
CertblicuW o)Aulhor&afron#9503 C� I.I �i )J i FL2533-R12
.34
L17T iFly JJ''" .1 1 77vis 12:10/24/2014
Page 3 of S
�J TRINITYIERD
-:t M TA91E S(CONDNUm) ROLL -GOODS FOR FIINnAsnC' MODIFIED BrNMFN ROOF SYSrFInS -- t -'
F N-spedfimtlon -
Type
Product
Reference
Grade
Type
Cap Membranes (APP)
Flintlastic•STA
ASTM D6222
s
1
Flindastic- STA Plus
ASTM D6222
s
I
FRndastica GTA
ASrM D6222
G
1
Flintlastic• GTA CoalStar-
ASTM 06222
G
I
Rintlastic•GTA-FR
ASTM D6222
G
I
Flindastic•GTA-FR CcolStat-
ASTM D6222
G
I
Base/Ply Membranes(5B5)
Flintlastic SA PI Base
ASTM DI970
N/A
N/A
Black Diamond- Base Sheet
ASTM D1970
N/A
N/A
FlintlaStle SA Mid Ply
ASTM D6163
S
I
Flintlastic Ultra Glass SA
ASTM D6163
s
I
Fendastic Base2D
ASTM D6163
s
I
Flintlastic Base 20T
ASTM D6163
S
I
SinOasdc Ultra PolySMS Base Sheet
ASTM D6164
s
I
cap Membranes(5B5)
FlIntlastle FR Dual Cap
ASTM D6262
G
I
FlintlastIC SA Cap FR
ASTM D6163
G
I
Flintlastic SA a FRCootStar"
ASTM D6163
G
I
FOntla tic Cap 30
ASTM D6163
G
I
Flintlastic Cap 30 CoolStar^
ASTM D6163
G
I
Flintlastic FR Cap 30
ASTM 66163
G
I
Flintlastic FR Ca 30 CoolStar"
ASTM D6263
G
I
Flintlastc FR Cap 30T
ASTM D6163
G
I
Flintlastic Fit Cap 30TCnotStar"
ASTM D6163
G
I
Flintlastic SA Ca
ASTM D6164
G
I
Flintlastic SA Cap CootStaff
ASTM D6164
G
I
Flintlastic FR-P
ASMD6164
G
1
Flintlastic FR-P CDotStar'
ASTM D6164
G
I
Flindastic GMS
ASTM D6164
G
I
Flintlastic GMSCoolStar-
ASTM D6164
G
I
Flintlastic GTs
ASTM D6164
G
II
Flindastic GTS CooLStar"
ASTM D6164
G
II
Flintlastic GTS-FR
ASTM D6164
G
II
Flintlastic GTS-FRCootStar-
ASTM D6164
G
11 '
FllntI=lc Premium FR-P
ASTM D6164
G
II
Pontlastic Premium FR-P CoolStar`
ASI'M D6164
G
II
Flintlastic Premium GMS
ASTM D6164
G
II
Flintlastic Premium GMS CootStar`
ASTM D6164
G
II
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, 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 HVHZjurisdictions.
5.3 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC
2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC
requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper
codified and/or FBC Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones
2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure
criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the
limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
5.8 For fully -adhered insulation, the maximum design pressure for the selected assembly shall meet or exceed critical design
pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems
"I n rl�I`
Exterior Research and Design, LLC. f.� �7 I tI 1 �75.' R kkPtld :L1J Lf.1 wa atigp ort L2533-R32
Certfloate cfAuthodio0an#9503 Jd / .03.04-RI2
`" R Ilion 10/24/2014
Page 4 of S
�l I KINITY J ERD
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck
for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck
or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions
exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be
capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field
uplift testing in accordance with ASfM E907, FM LPDS 1-52 or TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16
and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS ill, except the basic wind speed shall be determined
from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C- Rule 61G20-3.
6. INSTALLATION:
6.1 Flintlastic® Modified Bitumen roof systems shall be installed in accordance with CertainTeed Corporation published
installation instructions, subject to the Limitations / Conditions of Use herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design
Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609.1.5 for
determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the named QA entityfor manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY AssuRAN[E ENTRY:
UL, LLC.—QUA9625; (414) 248-6409, karen.buchmann@us.ul.com
-THE 55-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 3520.03.04-R12
[erli lmre GfAuMoruallon 09303 FL2533-R12
Revision 12:10/24/2014
.. Page 5 of 5
\l 1 EXTERIOR RESEARCH &DESIGN, LLC.
���"�J Certificate ofAuthorizaGon #9503
TRINITY 353 CHRISTIAN STREET, UNIT *13
ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Entegra Roof Tile, Inc. Evaluation Report E39310.11.11-2-R1
1289 NE 9th Avenue F1-7804-117
Okeechobee, FL 34972 Date of Issuance: 11/02/2011
Revision 1: 06/22/2012
SCOPE:
This Evaluation Report is issued under Rule 9N-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 designed to
comply with the 2010 Florida Building Code (non-HVHZ) sections noted herein. s7
DESCRIPTION: Entegra Concrete Roof Tiles (non-HVHZ jurisdictions)(e' �A)6
LABELING: Each unit shall bear labeling 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]ERD 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 4.
Prepared by:
Robert 3.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC")NE1983
The facsimile seal appeadng was authorized
by Robert Nleminen, P.E. an 06/22/2012
This does not serve as an electronically signed
document. signed, sealed hardmples have been
trammiltted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TnnitylERD 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. TrinitviERD Is not owned, operated or controlled by any cpmpany 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 Nleminen, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved in the approval process of the
product
e
�I I KINITY 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
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Code
Section
Property
Standard
Year
2007 & 2010
1507.3.5
Physical Properties
ASTM C1492
2003
2007 & 2010
1507.3.7
Attachment Requirements
FRSA/TRI 07320/8
2005
2007
1715.2.1
Overturning Moment
SSTD 11
1997
2010
1716.2.1
Overturning Moment
SSTD 11
1997
3. REFERENCES:
Entity
Examination
Reference
Date
PRI(TST5878)
ASTM C1492
ESI-001-02-01
11/06/2006
PRI(TST5878)
ASTM C1492
ESI-002-02-01
11/06/2006
PRI(TST5878)
ASTM C1492
ESI-003-02-01
11/06/2006
PRI(TST5878)
ASTM C1492
ESI-004-02-01
11/06/2006
PRI(TST5878)
ASTM C1492
ESI-005-02-01
12/12/2006
ATL(TST3782)
ASTM C1492
_
RT0615.01-11
06/28/2011
ATL(TST3782)
ASTM C1492
RT0615.02-11
06/28/2011
ATL(TST3782)
ASTM C1492
RT0615.03-11
06/28/2011
ATL(TST3782)
ASTM C1492
RT0615.04-11
06/28/2011
ATL(TST3782)
ASTM C1492
RT0615.05-11
06/28/2011
Tile Roof Institute
SSTD 11
Membership Confirmation
Current
PRI (QUA9110)
Quality Assurance
Service Confirmation
11/02/2011
4. PRODUCT DESCRIPTION:
4.1 BERMUDA FLAT and PLANTATION FLAT are ASTM C1492, Type III (low -profile) concrete roof tiles.
10•\ ,
Y
2'
2'
la'
Y
Exterior Research and Design, LLC.
Certirlwte ofAuthorlmdan #9503
1 1
v
ud �2
n• f7
Evaluation Report E39310.11.11-2-R1
FL76o4-R7
Revision 1: 01$/22/2012
Page 2 of 4
4.2
3![:3
'�1 I RINI"IY ERD
BELLA HIGH "S" and ESTATE "S" are ASTM D1492, Type II (medium -profile) concrete roof tiles.
GALENA SPANISH "S" are ASTM C1492, Type I (high -profile) concrete roof tiles.
1 C 040P S G CNr
1r
10"
S. LsMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire classification is not part of this evaluation; refer to FBC Section 1505 and current Approved
Roofing Materials Directory for fire rating of this product.
5.3 Installation shall comply with manufacturer's current published instructions, but not less than
the requirements of FBC Section 1507.3 and the FRSA/TRI 07320.
5.4 For mechanically attached tiles, attachment for wind load resistance shall be in accordance with
FRSA/TRI07320/8-05.
5.5 For mortar -set or adhesive -set tiles, attachment for wind load resistance shall be in accordance
with FBC Section 1609.5.3 and the mortar or adhesive manufacturer's Product Approval.
5.6 All products in the roof assembly shall have quality assurance audit in accordance with the
Florida Building Code and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar -set or adhesive -set.
Installation shall comply with manufacturer's current published Instructions, but not less than
the requirements of FBC Section 1507.3, the FRSA/TRI 07320 and, for mortar -set or adhesive -
set applications, the mortar or adhesive manufacturer's ProdQI oy v
GU .�
Exterior Research and Design, I.I.C. Evaluation Report E39310.11.11-2-Ri
Certificate of Authorization #9503 FL7804-R7
Revision 1: 06/22/2012
Page 3of4
�I TRIN11Y ERD
7. LABELING:
7.1 Each unit shall bear the imprint or identifiable marking of the manufacturer's name or logo. Tile
lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance
Agency noted herein.
S. 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:
Contact the noted QA agency for Information on product locations covered for F.A.C. Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
PRI Construction Materials Technologies, LLC. — QUA9110; (813) 621-5777
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report E39310.11.11-2-Ri
Certificate ofAuthorlmdon #9503 FL7804-117
Revision 1: 06/22/2012
Page 4 of 4
3.0 b e�<re
RECEIVED JUN 2:8`2015
TRINITY ERD
WEIM11111% 111-{•7 NIR4Z*1ZVM
3M Company
3M Center
Building 0220-05-E-06
St. Paul, MN 55144-1000
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT 13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX:(203) 262-9243
Evaluation Report 02768.03.06-R4
FL6332-R4
Date of Issuance: 08/08/2008
Revision 4: 04/24/2013
SCOPE:
This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code.
DESCRIPTION: 3Mn 2-Component Foam Roof Tile Adhesive AH-160
LABELING: Each unit shall bear labeling 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. 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 "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 6.
Prepared by:
The %%smile seal appearing was authorized
by Robert Meminen, P.E. on 04/24/2013
This does not serve as an electronically slgned
Robert 3.M. Nieminen, P.E. Fs�;'»++•+EY domment. Signed, sealed hard es have been
»Lin01V8�i,,, transmitted to the Product Approval Administrator and
Florida Registration No. 59166, Florida DCA ANE1983 to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does hot 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 int fe' Ii an +ro he ;e t
the approval process of the product. I,, L7 f
�! I RINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roof Tile Adhesives
Compliance Statement: 3MT" 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.
2. STANDARDS:
Sections Prone rtv Standard Year
1716.2.1 Wind SSTD 11 1997
3. REFERENCES:
nti
Examination
Reference
Pate
ERD(TST 6049)
SSTD 11
P39740.02.12
02/20/2012
ICC-ES, Inc. (EVL2396)
IBC Compliance
ESR-1709
12/01/2010
PRI(TST
5878)
SSTD 11
ECM-001-02-01
09/21/2001
PRI(TST
5878)
SSTD 11
PFI-006-02-01
05/09/2005
PRI(TST
5878)
SSTD 11
PFI-006-02-02
05/09/2005
PRI(TST
5878)
TAS SOS
PFI-007-02-01
10/11/2005
PRI(TST
5878)
SSTD 11
PFI-008-02-04
02/21/2006
PRI(TST
5878)
SSTD 11
PFI-009-02-03
02/21/2006
PRI(TST
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
PRI(TST
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
PRI(TST
5878)
TAS 101
ECM-008-02-D1
06/13/2008
UL LLC (QUA 9625)
Quality Assurance
Service Confirmation
Exp. 03/07/2016
4. PRODUCT DESCRIPTION:
4.1 3MT" 2-Component Foam Roof Tile Adhesive AH-160 is a dual component expanding polyurethane
roof tile adhesive distributed in refillable tanks (Foampro dispensing systems) or disposable packs
(ProPack dispensing system).
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire classification is not part of this evaluation.
5.3 3MT" 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 AH].
5.4 Minimum underlayment shall be per FRSA/TRI 07320/8-OS or h cu FLj"�a SqProduct Approval or approved on a local -level by the AHI for u 3M, -C eRoof Tile Adhesive AH-160 (formerly PolyPro AH-160).
Exterior Research and Design, LLC. Evaluation Report 02768.03.06-R4
CerUt/cate O/Author/zatron #9503 FL6332-R4
Revision 4: 04/24/2013
Page 2 of 6
�l TR LAITY ERD
5.5 Field tiles using 3MT" 2-Component Foam Roof Tile Adhesive AH-160 are limited to projects having
an Aerodynamic Uplift Moment (Me)' or Moment Resistance (Mr)2 not greater than the following
Allowable Overturning Moment values. Refer to 3M Company published installation instructions
for Adhesive Paddy Placement details attached herein.
TAaIE 1: FIELD TILES IN 3 W 2-COMPONENT FOAM ROOF TIIEADHESIVEAH-160
OVERTURNING MOMENT PERFORMANCE DATA
Tile
Adhesive Paddy Placement
Allowable
Overturning Moment
(ft4bfl
Type
Profile
Clay or
Concrete
Flat
Independent, Medium Paddy (^30 gram)
51
Independent, Large Paddy ("'45 gram)
92
Interdependent; Two Paddy (^12 gram per paddy)
43
Clayor
Concrete
Logy/Medium
Independent, Medium Paddy (^30 gram)
36
Independent, Large Paddy(-S4 gram)
60
Interdependent, Two Paddy M2 gram per paddy)
5o
Clay
High
Independent, Large Paddy (" 45 gram)
116
Clay or
Concrete
High
Independent, Medium Paddy ("30 gram)
49
Independent, Large Paddy(-63 gram)
94
Interdependent, Two Paddy (" 12 gram per paddy)
30
Clay
Cap & Pan (Barrel)
2x1D-Inch x^35 gram for pans; 2 @ 1x Nnch x-17 gram for cap
142
Concrete
Cap & Pan (Barrel)
2x1D-Inch x^35 gram for pans; 2 @ WD-Inch x-17 gram for Cap
99
Clay
Cap atop 2x stringer
Independent: Continuous Paddy (•34 gram/ft)
129
Concrete
Cap atop 2x stringer
Independent Continuous Paddy (-34 gram/ft)
113
Clay
Cap atop 2x stringer
Interdependent:
Head: One (1) #10 x 2%" screw; Overlap: I x 61nch ("SOS gram)
98
Concrete
Cap atop 2x stringer
Interdependent
Head: One (1) #SO x 2Y,'screw; Overlap:l x 6 inch ("105 gram)
57
5.5.1 Data in Table 1 relates to installation over a'30/90' underlayment system, as detailed in
the FRSA/TRI 07320. Alternate underlayment systems include those having a current
Florida Statewide Product Approval or approved on a local -level by the AHJ for use with
3MT° 2-Component Foam Roof Tile Adhesive AH-160 (formerly PolyPro AH-160).
5.5.2 Tile roof systems using tile types or profiles other than those listed above acquiring
acceptance for use with 3MT"' 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'.
t Detenalned in occordonce with 2007 FBCSection 1609.5.3 and 1609.5.1.
2Determined in accordance with RAS 127.
Exterior Research and Design, LLC.
Certificate ofAuthorizatlon #9503
Evaluation Report 02768.03.06-114
FL6332-R4
Revision 4: 04/24/2013
Page 3 of 6
0
10. PADDY PLACEMENT DETAILS (FROM 3M PUBLISHED LITERATURE):
10.1 Independent, Small Paddy:
aaamPromeTile Me&umProfleTle
10.2 Independent, Medium Paddy:
naVlaw Prorilenle
10.3 Independent, Large Paddy:
rolry��y
Medium Pn leTlle
mt..
�.1 I RINITY ERD
elgh ProtOeTile
HighNoOleTlle
aailLow ProflleTee Medium Pr.MOTde nigh PraneTtle
Exterior Research and Design, LLC. Evaluation Report 02768.03.06-114
Certithate otAuthorization A9503 FL6332-R4
Revision 4: 04/24/2013
Page 5 of 6
10.4 Interdependent, Two Paddy:
natli.ow PmfileTH.
10.5 Cap & Pan (Barrel) Tile:
Medium Pra leTHe
Two Plem Barrel- High Pmfile We
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate ofAuthorizatfon #9503
�! I RINITY ERD
High ProOleTile
Evaluation Report 02768.03.06-114
FL6332-R4
Revision 4: 04/24/2013
Page 6 of 6
Aw.. (954) 5 78- 104
RECEIVE-D 1UN 2:9'2015
Polyfoafrn Products - PolyPro AH 160
Two -Component Roof 'file Adhesive
Polyfbam's AH 160
Two - Component
Roof Tile Adhesive
;, • i 3" x 6" paddy
(Min. 30 grant)
�A ;�wvr,a TOR PY
Hip/RidgeTile
East Coast Metals
Hip/Ridge Metal Frame
CENTER RIB
HEIGHT
DECK FLANGE
FIG. A
FIG B
APPROVED
SEALENT
HIP & RIDGE
METAL
ROOF TILE
ROOF DECK
FIG E
FIG F
FIG C
Roof .
Component
Solutions
CHANNEL METAL
HIP & RIDGE METAL
FIG D
VIOK`fHlr
LENGTH:
APPROXIMATELY 10' L (FT)
GAUGE:
26 GAUGE GALVANIZED I GALVALUME
DECK FLANGE:
APPROXIMATELY 2" INCHES
HEIGHT:
FIG B - LOW PROFILE 3" INCHES
FIG C - MEDIUM PROFILE 4" INCHES
FIG D HIGH PROFILE 6" INCHES
NOTES:
THIS DETAIL IS SHOWN AS PER
SOUTH FLORIDA BUILDING CODE
APPROVAL
FOR MORE DETAIL PLEASE REFER
TO YOUR LOCAL COUNTY CODES
INSTALLATION TIPS '
FIG F: 26 GAUGE G-90
FASTENED 6-0" INCH O'.C'.
WITH APPROVED ROOFING
NAILS IN BED OF APPROVED
PLASTIC CEMENT
CHOOSE THE RIGHT PROFILE
TILE HEIGHT. FOR MORE
INFORMATION PLEASE CONTACT
THE ROOF COMPONENT SOLUTION SALE
DEPARTMENT
THIS INSTALLATION SHEET DOES
NOT CONSTITUTE THE USERS
OWN WORKPLACE RISK
ASSESSMENT, WHICH IS REQUIRED
UNDER OSHA (OCCUPATIONAL
SAFETY & HEALTH ADMINISTRATION)
A PLEASE HANDLE WITH CAl,1TION
PATENT 6,647,675
POLYFOAM PR(
10798 N41 53rd Street
Important Note:
Head of file must be within be within
VZ' of support member to achieve
proper published resistance values.
Mortar may be used for
weather bloddng. --
Hip and Ridge Metal.
StuirFsr; FL 33351
INC
Phone: (954) 578-1559
F'a.►_ 11954j 578-1042
When required on steep slopes, attach
with a #8 course headscrew at the head
of the file to eliminate any file slippage
while the adhesive is curing
Polyfoam Roof Tile Adhesive
8s required to meet code
required uplift resistance
Pack with mortar and
point to rnatdi file finish
East Coast Metals -Hip and Ridge Metal Frame
' w Tile Fastened with Polyfoam Adhesive.
-E'er and using Mortar as a Weather Block
VrzltmLa PNw. Vr wll-.vn uv.w
POLY FOAM
TILE
POLY FOAM
SHARED PAT1Y
POLY FOAM
HIP&MIDGE
METAL
Roof
Component
• 5oiutions
CHANNEL METAL'= HIP & RIDGE MEATAL
POLYFOAM INSTALLATION
INSTALLATION
BY POLYFOAM
FORVORE DETAILED INFORMATION
ON LIMITATIONS AND INSTALLATION
PLEASE CONTACT POLYFOAM
DIRECT AT 1-800-774-1099
htti)://wwwlc)olvfoam.cc
IMPORTANT
FOR MORE DETAIL PLEASE REFER
TO YOUR LOCAL COUNTY BUILDING
CODES
CHANNEL METAL — HIP & RIDGE METAL
PATENT 6,647,675
THIS INSTALLATION DOES NOT
CONSTITUTE THE USERS
OWN WORKPLACE RISK
ASSESSMENT, WHICH IS REQUIRED
UNDER OSHA (OCCUPATIONAL
SAFETY & HEALTH ADMINISTRATION)
A PLEASE HANDLE WITH CAUTION