HomeMy WebLinkAboutSUBMITTED PAPERSr
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ^
SCANNED la _
Date: - I " I BY Permit Number:
St. Lucie Countv
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential xx
PERMIT APPLICATION FOR: Roof
Address: 10324 INVERNESS WAY
Legal Description: CALLAWAY PLACE LOT24
Property Tax ID #: 3321-802-0030-000-6
Site Plan Name:
Project Name: HENDERSON RESIDENCE
Setbacks Front Back:
Right Side: Left Side:
Lot No.24
Block No.
RE -ROOF
REMOVE EXISTING TILE ROOF AND REPLACE WITH A�NEW TILE ROOF SYSTEM
a?�f� � 14 /011 5//'A
❑HVAC ❑ Gas Tank
11 Electric 0 Plumbing
Total Sq. Ft of Construction: 2400
Cost of Construction: $ 15,000
Piping ❑_Shutters ❑Windows/Doors
nklers ❑Generator ❑Roof
S Ft. of First Floor:
Utilities: 0Sewer❑Septic Building Height:
OW,NERj[��S�SI~E. "
GONTRA,�[4R
Name RONALD HENDERSON
Name: JOSEPH KOLINOSKI
Address: 110 STEAMSHIP BAY RD APR. 602 '
Company: ONSHORE ROOFING SPECIALISTS, INC
City: State: FL
Zip Code: Fax:
Phone No.772-283-1505
Address: 4401 SE COMMERCE AVE
City: STUART State: FL
Zip Code: 34996 Fax: 283-1557
Phone No. 772-283-1505
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail: INFO@ONSHOREROOFING.COM
State or County License: CCC1328994
it value of construction IS SZ500 or more, a RECORDED Notice of Commencement is required.
S,UPPLEMEfVTALGON5TRUCTIONi EN LAW INFORMATION:
'
DESIGNER/ENGINEER:
Name:
_ Not Applicable
MORTGAGE COMPANY:
Name:
_ Not Applicable
Address:
Address:
City:
Zip: Phone:
State:
City:
Zip: Phone:
State:
FEE SIMPLE TITLEHOLDER:
Name:
_ Not Applicable
BONDING COMPANY:
Name:
_Not Applicable
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 will authorize the permit holder to build the subject structure
which is in conflict 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
STATE OF FLOPJDA
COUNTY OF XX,&e"\\V J
The 0z_ d g instrument N-entN V as a�Qwledged before me
this day of -O 'It= 20 14 by
i
Holder
OF Fl.
fY OF
The ffotrrgtoing Instrum�t was acknn?)vledged before me
thisg - day of 20_1g by
(Signature of Notary Public -State of Florida ) / (Signature of Notary Public -State of Florida I
.
Personally Known OR Produced Identification V Personally Known ✓/ OR Produced Identification
Type of Identification Produced 1I1(\\�.((L��/,_ Type of Identification Produced�y� /�,/
Commission No. �L 0_0Z (Seal) Commission No. T�C�J2U/ (Seal)
Revised 07/15/2014 SHREISS SCHWAS
■Dl!/ MY COMMISSION N FF040029
SHREISS SCHWAB
My COMMISSION N FF040029
EO
a
REVIEWS
FRONT
ZO ING
SUP R I W PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
{
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or772-462-2172
Fax:772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit ml M0g
I, JdSE��c��woS�l licensed as a(n)Contractor*/Engineer/Architect
i(Please print name & circle license type) *FS468 Building Inspector
1, *General, Building, Residential or Roofing Contractor or any individual certified under 469F.S. to make such an inspection.
~ On or about!a .`• I did personally inspect the roof deck nailing
(Date)
workat:107,n4-�-tiVE2NFSS � 4'
(Job site address)
Based upon that examination I have determined the installation was done according to the current
edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is
most strigent).,
CCC \3 �15:�qqy
and Sal License #
STATE OF Fl.
COUNTYOF
Sworn to and sub cribed before me this day of 20�
by3SFc.M OU Noskt. Who is me or who has produced
as identification.
Notary Public, State o rida` (✓ Signature of Notary:
Commission Number. 09nd7 (Seal)
En 01/19/2011
R
SHREISS SCHWABMY COMMISSION # FF040029EXPBiFS: Fdmwy23,2015
JOSEPH E. SMITH, CLER) THE CIRCUIT COURT — SAINT LUCIE COl'
FILE # 4013173 OR B(N 589 PAGE 2465, Recorded 11/13/2014� )2:12 PM
ffavrtm,xrave. - , ■
n.. ew,.v,....rao n. ,. ,name non•
NOTICE OF COMMENCEMENT
The undersigned hereby given nodes thu improvement will be made to certain reel property, and in s eardanes with Chapter 713,
Florida statutes the following information is provided in the Notion of wtnmrn¢ment
1. DESCRIPTION OF PROPERTY (Legal deseriI den and threat add.) TAX FOLIO NUMBER: 3321-802-0030-000-6
SUBDIVISION BLOCK TRAcr_LOT 24 RLDO UNIT
Callaway Place Lot 24 (OR 1136-607; 2947-1330)
3. OWNER INFORMATION: a. Name CROnaldI
b. Address /
d. Name and address of fro simple titleholder (if other than
4. CONTRACTOR'S NAME ADDRESS AND P1111W.. M
4/C'-b
5.SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6.LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Panama widda the Sure of Florida designated by Owner upon whom nodees or other documents may be served as provided by
SMion 713.13 (IXa) 7., Florida Sumter
1.1n addition to himself orberself, Owner designates the following to McNve a copy ofe Liwor's Nodes as provided in Section
713.13 (I)(b), Florida Statutes:
NAM¢, ADDRESS AN P1lONE Nt1MBER:
9. Expiration dam ofnades of wnuoenremwt (the exp(rstim due is 1 yearfmm the dam oftrmording unless a dtRerem damis
sprcifim) —20—
�Jn.t i/r � FSONQ (] N CntJ
Slgrmwm of Owoer or Print Name and Provide Signatory's TWdOlflre
Ow.pa Aothmised OfDeer/Direelm/ParineefManager
SumofFlo(slde,�1 _ 1
Cowry of MELT;
71u 8Qj^g mstmmcns �w3u�aaWowledgrd broom me this "lam daY of ��tl'L:IJ.i1l _2p,
By �LY4PL{� "L2AlI ii2 G0 f�-)
(Noon ofperson) (Type of ambority...e.g. Owner, oR;esr, musim, azmmey in laser)
Fror � �
(Name of party on hehalf ofwho inswment was ) Pusan o ✓orprodured the following type of ID:_
I may ' SHREISS SCH V
{�/ MY IMAQaS;IONlfyaeppm
(PrintedNameof Notary Public) (SignammufNaury Public) (S3.1 '0a. P.gymES: Fdnaryn,leD
Underpeneldes of perjury, I dmlve that I have read the foregoing and that the fans in it am me to the best of my knowledge and
belief (section 92.525, Florida Surnams).
Signature(s) of Owner(s) or Owner(;)' Authorized OfDeessDlreatudParinerfMereager who signed above. -
By: BY
M osaa"� STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY OF THE
ORI.�7 OINAI A
H E. SMIT LARK
Date:
B & B 0?217 Woods Edge Circle Orlando Fl. 32817
Engineers Consultaf LIE U Tel. 772-7087785 — 772-828 2263
omvermudezna.hotmail.com
November 17, 2014
INSPECTION WITH STRUCTURAL CERTIFICATION
For: Daniel Dickens - Residence at 10326 Inverness Way, Port St. Lucie Fl. 334
TO: ST. Lucie County Building Department
Owner Builder: Onshore Roofing Specialist Inc. 4401 SE Commerce Ave. Stuart Fl. 34990
Y Installation of a new Concrete Roof cover
Background.
On November 14, 2014 B & B Engineering Inc. was requested by Onshore Roofing Specialist Inc. a State
License Contractor to certify the Re -roofing installation of the new ENTEGRA Standard Concrete Tile using
AH-160 Polyifoam.
Certification:
The new Standard Concrete Tile re -roof covers systems, was installed over the existing 5/8" CDX plywood
sheathing attached to existing trusses roof structure. To meet the required wind loading as per ASCE 7-10,
Exposure B with 165 MPH the existing plywood sheathing will be re -nail to the existing trusses using
galvanized steel 8 d ring shank nails at 4" on center edge and 6" center field. Also, the approved modified tile
underlayment direct deck application. The new concrete tile re -roof cover will be attached to the new TU
MAX. underlayment system, and the new ENTEGRA FL 7804-R7 will be secured using the proper foam Roof
Tile Adhesive (Polypro R AH 160) or approved equal as per Miami Dade County and the St. Lucie County
Building Department.
Based on the visual inspection and to the best of our knowledge and professional ability, it is B & B
Engineering Inc. opinion that the new re -roof systems will be structural sound and safe.
Limitations.
Our professional services have been performed, our finding obtained and our opinions prepared in accordance
with general accepted structural engineering principles and practices. This Company is not responsible for the
conclusions, opinions or recommendations made by others based on our findings. The scope of the inspection
on November 14, 2014 was intended to evaluate the existing roof structure to assure the integrity of the
propose new Concrete Tile Re -roof cover.
Approved:
Oscar . Be udez, PE
F icenseNo.55141 �(/7/
/y
EXTERIOR RESEARCH & DESIGN,LLC.
Certificate of Authorization #9503
TRINIIYI V 353 CHRISTIAN STREET, UNIT 478
ERD wt
! OXFORD, CT 09245
\\/• ` PHONE: (203) 262-9245
FAX:(203) 262-9243
EVALUATION REPORT
East Coast Metals, Inc. Evaluation Report E30240.08.08-R3
2301 West 8 Lane FL5374-R3
Hialeah, FL 33010 Date of Issuance: 09/03/2008
Revision 3: 04/25/2012
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.
DESCRIPTION: East Coast Metals Channel Metals
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. TrinityJERD 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 DC4 ANE1963
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 04/25/2012
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named Client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. TrinitylERD 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.
\.l I R1N1TY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System
Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, 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 Prope Standard Year
1523.6.5.2.2 Static Uplift Resistance TAS 101 1995
3. REFERENCES:
Ent!
Examination
Reference
Date
Florida TEC (TST7393)
TAS 101
S10-628R
10/27/2010
PRI(TST5878)
TAS 101
ECM-001-02-01
09/21/2001
PRI(TSr5878)
TAS 101
ECM-003-02-01
06/13/2008
PRI(TSTS878)
TAS 101
ECM-004-02-01
06/13/2008
PRI (rST5878)
TAS 101
ECM-005-02-01
06/13/2008
PRI(TST5878)
TAS 101
ECM-006-02-01
06/13/2008
PRI(TST5878)
TAS 101
ECM-007-02-01
06/13/2008
PRI(TST5878)
TAS 101
ECM-008-02-01
06/13/2008
Florida Building Code
Attachment Requirements
FRSA/TRI 07320/8-05
08/2005
Florida Building Code - HVHZ
Attachment Requirements
RAS 118, 119 and 120
1995
East Coast Metals
Metal Quality
Mill Certifl ations
Various
Architectural Testing (QUA1844)
Quality Control
Participation Letter
Exp. 12/31/2014
4. PRODUCT DESCRIPTION:
4.1 Hip & Ridge Channel Metal: Pre -formed
metal channel designed for use as a hip and
ridge base to which roof tiles are bonded in
FBC Approved roof tile adhesive.
Hip & Ridge Channel Metal is available in 119-
3/8-inch (± 3/8-inch) length by 2.5, 3, 3.5, 4,
5, 6 or 7-inch (+ 3/8-inch) heights with 1.5-
inch (± 1/16-inch) deck -flanges.
Exterior Research and Design, LLC. Evaluation Report E10240.08.08-R3
Certificate of Authorization #9503 FL5374-113
Revision 3: 04/25/2012
Page 2 of 7
�l l RINITY ERD
4.2 Trim Lock Channel Metal: Pre -formed metal
channel designed for use as a hip and ridge
base to which roof tiles are bonded in FBC
Approved roof tile adhesive. Trim Lock
Channel Metal is characterized by its profiled
and perforated upper horizontal flange
designed to receive and allow for interlock with
the overlying tile adhesive.
Trim Lock Channel Metal is available in 119-
3/8-inch (± 3/8'� length by 3, 3.5, 4, 5 or 6-
inch (± 3/8-inch) heights with 1.5-inch (±
1/16-inch) deck -flanges.
4.2 Trim Lock Plus Channel Metal: Pre -formed
metal channel designed for use as a hip and
ridge base to which roof tiles are bonded in
FBC Approved roof tile adhesive. Trim Lock
Plus Channel Metal is characterized by its
profiled and perforated upper horizontal flange
designed to receive and allow for interlock with
the overlying tile adhesive and its perforated
deck flanges, designed for installation atop the
roof underlayment via placement in Polyset
AH160 adhesive, which flows -through and
interlocks with the underlying adhesive.
Trim Lock Plus Channel Metal is available in
119-3/8-inch (± 3/8'� length by 3, 3.5, 4, 5 or
6-inch (± 3/8-inch) heights with 1.5-inch (±
1/16-inch) deck -flanges.
4.4 East Coast Metals Channel Metals are fabricated of the following metals:
➢ Galvanized Steel: Min. 0.019 ± 0.002-inch, ASTM A653 (G-90), min. 33 KSI.
• Galvalume Steel: Min. 0.019 ± 0.002-inch, ASTM A792, AZ55, min. 35 KSI.
• Aluminum: Min. 0.032 ± 0.002-inch, ASTM 6209, 3003-1-114, min. 21 KSI.
• Stainless Steel: Min. 0.019 ± 0.002-inch, ASTM A240/A480, T304, min. 35 KSI.
Exterior Research and Design, LLC. Evaluation Report E10240.08.08-R3
Certificate of Authorization #9503 FL5374-R3
Revision 3: 04/25/2012
Page 3 of 7
`-.1 1 RiNITY ERD
S. LIMITATIONS:
5.1 FOR HVHZ JURISDICTIONS:
5.1.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13,
Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock
Plus Channel Metal, refer to the installation instructions herein.
5.1.2 For HVHZ jurisdictions, installations are limited to projects having a required moment
resistance (M,) or uplift resistance (Fr)' not greater than the following values.
"Interdependent" paddy placement means each individual tile is bonded to the Channel
Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are
bonded to the Channel Metal using a single foam paddy.
D "Independent" paddy placement means each individual tile is bonded to the Trim Lock in
its own, single foam paddy; tile head laps are not bonded.
Table 1A: Performance Limitations - HVHZ: Interdependent Foam -Paddy Placement
Channel
Foam
Foam Paddy Information
Moment
Uplift
Approx.
Approx. Wt
Placement
Type
Tile Type
Adhesive
Based
Based
Size (inch)
(grams)
Mr(ft-Ibf)
F'(Ibf)
PolyPro
2 x 4
9.7
Tile -to -metal, 3" from file head
Concrete
AH160
73
104
412
9.7
Tile -to -tile at 3" tile headlap
Polyset
2 x 4
6.0
Tile -to -metal, 3" from tile head
Trim Lock
Channel
ONE
71
101
4 x 1
4.7
Tile -to -tile at 3" the headlap
Metal
PolyPro
2 x 4
9.7
Tile -to -metal, 3" from the head
Clay
AH160
4x2
9.7
Tile -to -tile at 3" tile headlap
gg
116
Polyset
2 x 4
l 0
Tile -to -metal, 3" from tile head
ONE
66
88
4x1
4.7
Tile -to -tile at 3" tile headlap
Table 1B: Performance Limitations- HVHZ: Independent Paddy Placement
Channel
Foam
Foam Paddy Information
Moment
uplift
Approx.
Approx. Wt
Placement
Type
Tile Type
Adhesive
Based
Based
Size (inch)
(grams)
Mr (ft-lbf)
P (Ibf)
Hip & Ridge
Tile -to -metal, shared paddy starting 4-
Channel
Concrete
PolyPro
2x8
Min. 30
inch below the head of the 1`r course
127
169
Metal
AH160
and ending 4-inch beyond the tail of the
overlapping file
2 x 7
Min. 38
Tile -to -metal, centered along tile length
140
199
One 2x7 paddy or continuous 2-inch
PolyPro
Concrete
AH160
Two at
Min. 15
wide bead to metal, one 2x7 paddy to
Trim Lock
Min 2 x 7
each
tile underside, centered along tile length
138
148
Channel
sandwiched together
Metal
2x7
Min. 38
Tile -to -metal, centered along tile length
230
307
One 2x7 paddy or continuous 2-inch
PolyPro
Clay
AH160
Two at
Min. 15
wide bead to metal, one 2x7 paddy to
Min 2 x 7
each
tile underside, centered along file length
159
181
sandwiched together
One 2x7 paddy or continuous 2-inch
Concrete
PolyPro
Two at
Min. 15
wide bead to metal, one 2x7 paddy to
138
148
Trim Lock
AH160
Min 2 x 7
each
tile underside, centered along file length
Plus
sandwiched together
Channel
One 20 paddy or continuous 2-inch
Metal
Clay
PolyPro
Two at
Min. 15
wide bead to metal, one 2x7 paddy to
AH160
Min 2 x 7
each
tile underside, centered along tile length
159
181
sandwiched together
z Determined in accordance with RAS 127 or ASCE 7-10 per FBC 1609.5.3 and 1609.1.5 for Zones 2 and 3.
Exterior Research and Design, LLC. Evaluation Report E10240.08.08-R3
Certificate of Authorization #9503 FL5374-R3
Revision 3: 04/25/2012
Page 4 of 7
�I TRINiTYI ERD
5.2 FOR NON-HVHZ JURISDICTIONS:
5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to "Instructions for Hip and
Ridge Attachment" sections of the FRSA/TRI 07320/8-05. For Trim Lock Plus Channel Metal,
refer to the installation instructions herein
5.2.2 For non-HVHZ, installations are limited to projects having hip/ridge design pressure
requirements' not greater than the following values. Refer to the tile adhesive manufacturer's
published installation instructions for Adhesive Paddy Placement details.
"Interdependent' paddy placement means each individual tile is bonded to the Channel
Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are
bonded to the Channel Metal using a single foam paddy.
"Independent' paddy placement means each individual tile is bonded to the Channel
Metal in its own, single foam paddy; tile head laps are not bonded.
Table 2A: Performance Limitations — non-HVHZ -Maximum Design Pressure — (psf)
Interdependent Foam -Paddy Placement
Channel
Foam
Foam Paddy Information
MDP
Approx.
Approx. Wt
Placement
Type
Tile Type
Adhesive
(Psf)
Size (inch)
(grams)
PolyPro
2x4
9.7
Tile -to -metal, 3" from tile head
AH160
103
4x 2
9.7
Tile -to -tile at 3" Tile headlap
Concrete
Polyset
2x4
6.0
Tile -to -metal, 3" from tile head
Trim Lock
ONE
100
4 x 1
4.7
Tile -to -tile at 3" the headlap
Channel
PolyPro
2x4
9.7
Tile -to -metal, 3" from tile head
Metal
AH160
140
4 x 2
9.7
Tile -to -tile at 3" the headlap
Clay
Polyset
2x4
6.0
Tile -to -metal, 3"from tile head
ONE
SOS
4x1
4.7
Tile -to -tile at 3" tile headlap
Table ZB: Performance Limitations — non-HVHZ - Maximum Design Pressure — (Psf)
Independent Paddy Placement
Channel
Foam
Foam Paddy Information
MDP
Approx.
Approx. Wt
Placement
Type
Tile Type
Adhesive
(Psf)
Size (inch)
(grams)
Hip & Ridge
PolyPro
Tile -to -metal, shared paddy starting 4-inch below the
Channel
Concrete
2x8
Min. 30
head of the In course and ending 4-inch beyond the
169
Metal
AH160
tail of the overlapping the
2x7
Min. 38
Tile -to -metal, centered along tile length
197
Concrete
PolyPro
Two at
Min. 15
One 2x7 paddy or continuous 2-inch wide bead to
AH160
metal, one 2x7 paddy to tilt underside, centered along
140
Trim Lock
Min 2 x 7
each
file length sandwiched together
Channel
Metal
2x7
Min. 38
Tile -to -metal, centered along tile length
368
Two at
Min15
One 2x7 paddy or continuous 2-inch wide bead to
Clay
PolyPro
AH160
.
metal, one 2x7 paddy to tile underside, centered along
181
Minn x 7
each
tile length sandwiched together
PolyPro
Two at
Min. 15
One 2x7 paddy or continuous 2-inch wide bead to
Trim Lock
Concrete
AH160
Min 2 x 7
each
metal, one 2x7 paddy to tile underside, centered along
140
Plus
the length sandwiched together
Channel
PolyPro
Two at
Min. 15
One 2x7 paddy or continuous 2-inch wide bead to
Metal
Clay
metal, one 2x7 paddy to the underside, centered along
181
AH160
Min 2 x 7
each
Tile length sandwiched together
z Determined in accordance with FBC 1609.1.5.
Exterior Research and Design, LLC. Evaluation Report E10240.08.08-R3
Certificate of Authorization #9503 FL5374-R3
Revision 3: 04/25/2012
Page 5 of 7
�TRINITYJERD
6. INSTALLATION:
6.1 The roof deck shall be minimum 15/32-inch plywood (non-HVHZ) or minimum 19/32-inch
plywood (HVHZ) attached in accordance with FBC Chapter 23 to the satisfaction of the AHJ.
6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x
11/4-inch long x 3/8-inch head diameter galvanized annular ring shank nails spaced 6-inch o.c.
along both deck -flanges. Fasteners shall be positioned 3/4-inch from the outside edge of each
deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RAS 118, Drawing
13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3.
6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in
continuous 2-inch wide ribbons of Polyset AH160 centered beneath each 1.5-inch wide deck
flange, approximately 16 grams/ft. Place the Trim Lock Plus Channel Metal into the wet
adhesive and allow to set prior to installation of roof tiles.
View of Polyset AH160 Placement for Trim Lock Plus Channel Metal Installation
6.3.1 It is critical that the bond between the Trim Lock Plus Channel Metal, the Polyset AH160 and
the underlayment is not disturbed prior to or during placement of the ridge tiles.
6.3.2 Approved underlayments are the codified `30/90' system or other FBC Approved roof
underlayments listing approved use of Polyset AH160.
Exterior Research and Design, LLC. Evaluation Report E10240.08.08-R3
Certificate of Authorization #9503 FL5374-R3
Revision 3: 04/25/2012
Page 6 of 7
'mil 1 RINITY J ERD
6.4 Tile shall be installed atop the Channel Metal in accordance with the tile adhesive
manufacturer's Approved, published installation instructions, subject to the limitations
outlined in Section 5 herein. When using Polyfoam Products' tile adhesive, the hip/ridge tile
installation shall result in minimum 30 square inches of contact area on the underside of the
tile, as measured 3-inch down from the head of the tile to the tile overlap. The exposed
edges shall be packed and pointed with Approved mortar or weather blocking adhesive in
accordance with FRSA/TRI 07320/8-05 or RAS 118, RAS 119, RAS 120 requirements.
Hip / Ridge Tile
Tile Adhesive
Trim Lock Plus
Mortar or Weather Block
Adhesive
Polyset AH 160
View of Trim Lock Plus Channel Metal Installation after Weather Blocked
6.4.1 Channel Metal shall be free of dust, debris, oils or other bond -breaking substance prior to
placement of adhesive.
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 entity for manufacturing facilities covered by F.A.C. Rule 9N-3 QA requirements.
9. Q UALITY ASSURANCE ENTITY:
Architectural Testing, Inc. - QUA1844
(717) 764-7700
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report E10240.08.08-113
Certificate of Authorization #9503 F1_5374-113
Revision 3: 04/25/2012
Page 7 of 7
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
Entegra Roof Tile, Inc. Evaluation Report E39310.11.11-1-R1
1289 NE 9th Avenue FL7804-117
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 (HVHZ) sections noted herein.
DESCRIPTION: Entegra Concrete Roof Tiles (HVHZ jurisdictions)
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. TrinityJERD 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 7.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1963
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 06/22/2012
This does not serve as an electronically signed
domment Signed, sealed hardcopies have been
transmitted to the Produa Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinity]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 finandal 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 finandal Interest in any other entity Involved in the approval process of the
product.
v I KINITiI ERD
ROOFING SYSTEM EVALUATION:
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
Prone rtv Standard
Year
2007
1523.6.5.2
Physical Properties TAS 112
1995
2007
1523.6.5.2
Wind Driven Rain TAS 100
1995
2007
1523.6.5.2.2
Static Uplift Resistance TAS 101
1995
2007
1523.6.5.2.3
Static Uplift Resistance TAS 102
1995
2007
1523.6.5.2.3
Static Uplift Resistance TAS 102(A)
1995
2010
1523.6.5.2
Physical Properties TAS 112
2011
2010
1523.6.5.2
Wind Driven Rain TAS 100
2011
2010
1523.6.5.2.2
Static Uplift Resistance TAS 101
2011
2010
1523.6.5.2.3
Static Uplift Resistance TAS 102
2011
2010
1523.6.5.2.3
Static Uplift Resistance TAS 102(A)
2011
3. REFERENCES:
Enti
Examination Reference
Date
ATL(TST3782)
TAS 112
RT0615.01-11
06/28/2011
ATL(TST3782)
TAS 112
RT0615.02-11
06/28/2011
ATL(TST3782)
TAS 112
RT0615.03-11
06/28/2011
ATL(TST3782)
TAS 112
RT0615.04-11
06/28/2011
ATL(TST3782)
TAS 112
RT0615.05-11
06/28/2011
Tile Roof Institute
TAS 100, TAS 101, 102, 102(A) Membership Confirmation
Current
PRI (QUA9110)
Quality Assurance
Service Confirmation
11/02/2011
4. PRODUCT DESCRIPTION:
4.1 BERNuoA FLAT and PLANTATION FIAT are TAS 112, Type 3a (flat -profile) concrete roof tiles
Bermuda Flat
Exterior Research and Design, LLC.
CerBflcate ofAuthorfzatioo #9503
Evaluation Report E39310.11.11-1-R3
FL7804-1117
Revision 1: 06/22/2012
Page 2 of 7
p:
4.2
4.3
4.3
TRINITY I ERD
EsrATE "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"
LIMITATIONS:
5.1 This Evaluation Report is for use in FBC HVHZ jurisdictions or other jurisdictions adopting FBC
HVHZ requirements.
5.2 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.
5.3 Reference is made to FBC Section 1512.4.2.4 regarding field testing of completed tile roof
installations.
5.4 Applicant shall retain the services of an FBC listed, accredited laboratory to perform quarterly
tests in accordance with TAS 112, Appendix W. Such testing shall be submitted to TrinitylERD
for review.
Exterior Research and Design, LLC. Evaluation Report E39310.11.11-1-111
Certificate of Authorization #9503 FL7804-117
Revision 1: 06/22/2012
Page 3 of 7
`J TRINITY ERD
5.5 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 tile roof assemblies in HVHZ jurisdictions.
5.6 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 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 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 127-95 (for 2007 Code) or RAS 127-11 (for 2010 Code) using
the data outlined herein.
Table 1: Aerodynamic Multipliers -1(ft')
Tile
Batten Application
Direct -Deck Application
Bermuda Flat
0.189
0.205
Plantation Flat
0.267
0.289
Bella High "5"
0.349
0.378
Estate "S"
0.267
0.289
Galena Spanish "5"
N/A
0.235
Table 2: Restoring Moment due to Gravity -Mr(ft-lbf)
Roof Slope (0)
rile
2:12<0<3:12
3:12<0<4:12
4:12<0<5:12
5:12<B<6:12
6:12<0<7:22
0a7:12
Battens
Direct
Battens
Direa
Battens
Direct
Battens
Direct
Battens
Dired
Battens
Direct
Bermuda Flat
5.17
6.37
5.09
6.27
4.98
6.15
4.86
6.00
4.72
5.83
Plantation Flat
6.95
7.79
6.75
7.67
6.61
7.52
6.44
7.32
6.26
7.04
Bella High "5"
16.1E46.84
6.11
6.80
5.99
6.67
5.85
6.51
5.68
6.33
5.50
6.13
Estate "S"
5.91
6.74
5.82
6.64
5.70
6.50
5.56
6.33
540
614
N/A
6.13
N/A
6.03
N/A
5.89
N/A
5.74
N/A
5.57
Exterior Research and Design, LLC. Evaluation Report E39310.11.11-1-RS
Certificate of Authorization #9503 FL7804-R7
Revision 1: 06/22/2012
Page 4 of 7
�! TRINITY I ERD
Table 3A-1: Attachment Resistance Expressed as a Moment- Mf (ft-Ihf)
Flat Profile Tiles, Mechanically Attached Systems
Tile
Fastener
Direct -Deck
(min. 15/32
plywood)
Direct -Deck
(min. 19/32"
plywood)
Battens
Type
#
Size
Shank
Clip
Nail
One (1)
10d
Smooth or Screw
N/A
7.3
9.8
4.9
Nail
Two (2)
1Od
Smooth or Screw
N/A
14.0
18.8
7.4
Nail
One (1)
10d
Smooth or Screw
Eave
19.0
19.0
22.1
Nail
One (1)
lod
Smooth or Screw
Field
24.3
243
24.2
Bermuda Flat
Nail
Two (2)
SOd
Smooth or Screw
Eave
31.9
31.9
32.2
or Plantation
Nail
Two (2)
10d
Smooth or Screw
Field
35.5
35.5
34.8
Flat
Nail
Two (2)
10d
Ring
N/A
30.9
38.1
17.2
Nails
Two (2)'
10d'
Ring'
N/A
SOY
65.5'
48.3'
Screw
One (1)
#8
N/A
N/A
30.8
30.8
18.2
Screw
Two (2)
#8
N/A
N/A
51.7
51.7
24.4
'Installation with a flinch tile headlap and fasteners located min.254-inch from head of tile.
Table 3A-2: Attachment Resistance Expressed as a Moment- Mf (ft-Ibf)
Flat Profile Tiles, Adhesive -Set Systems
Size (inch)
Weight(g)
TO
Substrate
To Tile
TO
Substrate
To Tile
Tile
Application
Adhesive
Mill (ft-lbf)
TILE BOND-
1x6
1x6
10.4
10.4
40.6
Touch'Seal"'
StormBond
1.25 x 10
1.25 x 8
8.3
10.2
73.2
Inter-
3M Foam RoofTle
Bermuda Flat
Dependent
Adhesive RTA-1(formerly
4x8
4x8
12
12
51.8
or Plantation
Polyset•One)
3M 2-Component Foam
Flat
RoofTle AdhesiveAH-160
4x4
2x4
16
B
31.3
(formerly PolyPro• AH160)
3M 2-Component Foam
2x7
t N/A
1 24
i N/A
40.4
Independent
Roof Tile Adhesive A1-160
2x 1O
N/A
45
N/A
118.9
(formerly 1
Table 313-1: Attachment Resistance Expressed as a Moment -Mf (ft-lbf)
Low Profile Tiles, Mechanically Attached Systems
Tile
Fastener
Direct -Deck
(min.15/32-
plywood)
Direct -Deck
Wn.19/32'
plywood)
Battens
Type
It
Size
Shank
Clip
Nail
One (1)'
10d
Smooth or Screw
N/A
8.8'
11.8'
4.1'
Nail
Two (2)
1Od
Smooth or Screw
N/A
16.4
21.9
7.1
Nail
One (1)'
10d
Smooth or Screw
Eave
19.0,
19.0,
22.1'
Nail
One (1)'
1Od
Smooth or Screw
Field
24.3'
24.3'
24.2'
Nail
Two (2)
1Od
Smooth or Screw
Eave
31.9
31.9
32.2
Estate "5"
Nail
Two (2)
1Od
Smooth or Screw
Field
35.5
35.5
34.8
Nail
Two (2)
lOd
Ring
N/A
27.8
37.4
28.8
Nail'
Two (2)'
10d'
Ring'
N/A
43.0
67.5'
50.9,
Screw
One (1)'
#B
N/A
N/A
25.8'
25.8'
22.9'
Screw
Two (2)
08
N/A
N/A
47.1
47.1
49.1
' Installation with a flinch tile headiap and fasteners located min. 2%-Inch from head of tile.
' For one (1) fastener installations, utilize hole that is approximately 43:-inch from the Interlocking edge.
Exterior Research and Design, LLC. Evaluation Report E39310.11.11-1-111
Certificate of Authorization #9503 FL7804-R7
Revision 1: 06/22/2012
Page 5 of 7
\1 TRINITY I ERD
Table 3B-2: Attachment Resistance Expressed as a Moment- Mf (ft-Ibf)
Low Profile Tiles, Mortar & Adhesive -Set Systems
Size (inch)
Weight (g)
TO
Substrate
TO Tile
TO
Substrate
To Tile
Tile
Application
Adhesive
Mf(ft-Ibf)
TILE BOND'
1x6
1x6
10.4
10.4
43.8
Touch'n Seal"'
StormBond
1.25x 10
0.75x 10
8.4
5.1
41.8
Inter-
3M Foam Roof Tle
Dependent
Adhesive RTA-1(formerly
4x8
4x8
12
12
44.0
Polyset° One)
Estate"S"
3M 2-Component Foam
Roof Tile Adhesive AH-160
4x4
2x4
16
8
31.3
(formerly PolyPro' AH160)
3M 2-Component Foam
2x7
N/A
24
N/A
45.5
Independent
Roof Tile Adhesive AH-160
(formerly PolyPro• AH160)
2x 10
N/A
54
N/A
86.6
Mortar
Per RAS 120 and Product Approval of Mortar Mfgr
20.6
Table X-1: Attachment Resistance Expressed as a Moment -Mf (ft-Ibf)
High Profile Tiles, Mechanically Attached Systems
Tile
Fastener
Direct -Deck
(min. 1S/32"
plywood)
Direct -Deck
(min.19/32"
plywood)
Battens
Type
If
Size
Shank
Clip
Nail
One
30d
Smooth or Screw
N/A
5.1
6.8
2.8
Nail
Two (2)
10d
Smoothor5crew
N/A
6.9
9.2
7.3
Nail
One
10d
Smooth or Screw
Field
23.1
23.1
19.0
Nail
One
SOd
Smooth or Screw
Eave
29.3
293
24-0
Bella High "S"
Nail
Two (2)
10d
Smooth or Screw
Field
27.6
27.6
38.6
or Galena
Nail
Two (2)
SOd
Smooth or Screw
Eave
38.1
38.1
41.8
Spanish"S"
Nail
Two (2)
lOd
Ring
N/A
28.6
41.2
19.4
Nails
Two($
IOds
Rings
N/A
33.1s
46.1s
50.9s
Screw
One
#8
N/A
N/A
20.7
20.7
18.1
Screw
Two (2)
48
N/A
N/A
43.2
43.2
29.8
s Installation with a 4-Inch tile headlap and fasteners located min. 2X-Inch from head of tile.
Table X-2: Attachment Resistance Expressed as a Moment -Mf (ft-Ibf)
High Profile Tiles, Mortar & Adhesive -Set Systems
Size (inch)
Weight (g)
TO
Substrate
TO Tile
To
Substrate
To Tile
Tile
Application
Adhesive
Mf(ft-Ibf)
TILE BOND"'
1x6
1x6
10.4
10.4
48.1
Touch'n Seal"
Stormeond
1.25 x 30
0.75 x 8
8.4
3.9
51.6
Inter-
3M Foam RoofTle
Bella High "5"
Dependent
Adhesive RTA-1(formerly
Polyset• One)
4x8
4x8
12
12
36.2
or Galena
3M2-Component Foam
Spanish"S"
Roof Tile Adhesive AH-160
4x4
2x4
16
8
35.3
(formerly PolyPro• AH360)
3M 2-Component Foam
2 x 7
N/A
24
N/A
38.7
Independent
Roof Tile Adhesive AH-160
(formerly PolyPro°AH16o)
2x 10
N/A
63
N/A
66.5
Mortar
Per RAS 120 and Product Approval of Mortar Mfgr
24.5
Exterior Research and Design, LLC. Evaluation Report E39310.11.11-1-R3
Certificate of Authorization #9503 FL7804-R7
Revision 1: 06/22/2012
Page 6 of 7
�t i KINITY 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
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, LLC. Evaluation Report E39310.11.11-1-R3
Certificate of Authorization #9503 FL7804-R7
Revision 1: 06/22/2012
Page 7 of 7
Q0�Qy
NI7YERD
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
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 P12060.02.09-1113
FL5259-R18
Date of Issuance: 02/24/2009
Revision 13: 04/26/2013
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 and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: Polyglass Roof Underlayments
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 "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 10.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 04/26/2013
This does not serve as an electronically signed
document. Signed, sealed hard<opies have been
transmitted to the Product Approval Administrator and
to the named Client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. TrintVIERD 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.
I I KINITI( ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, 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:
Section
Property
Standard
Year
1507.2.3, 1507.3.3, 1507.5.3,
Physical Properties
ASTM D226
2006
1S07.7.3, 1507.8.3, 1507.9.3
1507.2.4, 1507.2.9.2, 1507.3.3,
Physical Properties
ASTM D1970
2001
1507.5.3
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2002
1504.6
Accelerated Weathering
ASTM G154
2005
1504.6
Accelerated Weathering
ASTM G155
2005
1504.3.1
Wind Uplift
FM 4474
2004
1507.3.3
Installation Practice
FRSA/rR1 07320
2005
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Entity
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRI01111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI(TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI(TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI(TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (rST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI(TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI(TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI(TST 5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI(TST 2508)
Physical Properties
JX20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RXI4EBA
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TSr 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-111
11/30/2009
ERD (TSr 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
ERD (TST 6049)
Physical Properties
P40390.08.12-1
08/06/2012
ERD (TST 6049)
Physical Properties
P40390.08.12-2
06/07/2012
ERD (TST 6049)
Physical Properties
C41420.09.12-3
09/11/2012
ERD (TST 6049)
Physical Properties
P45370.04.13
04/26/2013
ICC-ES (EVL 2396)
IBC Compliance
ESR-1697
09/01/2012
Miami -Dade (CER 1592)
HVHZ Compliance
NOA 12-0713.02
02/14/2013
Polyglass USA
Manufacturing Affidavit
Products Current
02/18/2009
Polyglass USA
P/L Affidavit
Mule -Hide Cross Ltg
03/01/2008
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certircate of Authorization V9503 FL5259-RlS
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Page 2 of 10
Entity Examination
Polyglass USA Materials Affidavit
UL, LLC. (QUA9625) Quality Control
4. PRODUCT DESCRIPTION:
\I I KINKY J ERD
Reference Date
Polystick SA Compound 08/18/2011
Service Confirmation Exp. 08/08/2015
4.1 Mechanically Fastened Underlavments:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.2 Self -Adhering Underlavments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber
reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, with an aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber
reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-
fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a
170 g/m2 polyester fabric surface; meets TAS 103.
4.2.7 Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet
(FR) are a polyester reinforced, APP modified bitumen cap sheets.
4.2.8 Dual ProT" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane,
fiberglass reinforced, with a polyester fabric surface.
4.2.9 Tile ProT" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane,
fiberglass reinforced, with a polyester fabric surface.
4.3 Mechanically Fastened and/or Bonded Underlavments:
4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap
sheets.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets.
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made
to the AHI for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop the underlayments are as follows:
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
CerNBcate of Authorization #9503 FL5259-RIS
Revision 13: 04/26/2013
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�TRINITY ERD
Table 1: Roof Cover Options
Underlayment
Asphalt
Nail -On Tile
Foam -On
Metal
wood
Shakes
Slate
Shingles
Tile
s
Shingles
Elastobase
Yes
Yes
No
Yes
Yes
Yes
Elastobase P
Yes
Yes
No
Yes
Yes
Yes
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU
Yes
Yes
es
No
Yes
Yes
See
5.Polystick
TU P
Yes
Yes
es4.1
No
Yes
Yes
See
5.Polystick
TU Plus
Yes
Yes
Yes
Yes
Yes
Yes
See 5.4.1
Polystick TU Max
No
Yes
es5.4.1
No
No
No
See
Dual Pro
Yes
Yes
No
Yes
Yes
Yes
Tile Pro
Yes
Yes
es
Yes
Yes
Yes
See
5.Elastoflex
S6 G
Yes
Yes
es
No
Yes
Yes
See
5.Elastoflex
56 G FR
Yes
Yes
No
No
Yes
Yes
Polyflex G
Yes
Yes
Yes
No
Yes
Yes
See 5.4.1
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
No
Yes
Yes
See 5.es
Mule -Hide SA-APP Cap Sheet
Yes
Yes
Yes
Na
Yes
Yes
or SA-APP Cap Sheet (FR)
See 5.4.1
5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile
adhesion / long term aging data from an accredited testing laboratory is provided.
➢ Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Elastoflex S6
G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide
SA-APP Cap Sheet (FR) or Tile Pro.
➢ 3Mn" 2-Component Roof Tile Adhesive AH-160: Polystick TU Max
➢ Dow TileBond: Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
➢ Convenience Products' Touch `n Seal StormBond Roof Tile Adhesive: Polystick TU
Plus, Polystick TU Max
5.4.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the
tile.
5.4.3 A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU
P, TU Plus or TU Max, or Polyflex SAP is allowable for use under mechanically attached
prepared roof systems. This is not a requirement, but is allowable if a 2-ply underlayment
system is desired.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113
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Revision 13: 04/26/2013
Page 4 of 10
\ TRINITY ERD
5.5 Allowable substrates are noted below:
5.5.1 Direct -Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap
Sheet or SA-APP Cap Sheet (FR) self -adhered to:
➢ New untreated plywood;
D ASTM D41 primed new untreated plywood;
➢ Existing plywood;
D ASTM D41 primed existing plywood;
➢ New or existing, unprimed OSB;
➢ ASTM D41 primed OSB;
D Southern Yellow Pine;
➢ ASTM D41 primed Southern Yellow Pine;
D ASTM D41 primed structural concrete;
➢ Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New
or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to
application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
D ASTM D41 primed structural concrete.
Polyflex G or G FR torch -applied to:
D ASTM D41 primed structural concrete.
5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI 07320
does not address wind uplift resistance of all underlayment systems beneath foam -on tile
systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are
used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind
load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of
design wind pressures.
5.5.2.1 Maximum Design Pressure = -622.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -
applied.
5.5.2.2 Maximum Design Pressure = -315 Psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro,
Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide
SA-APP Cap Sheet (FR).
5.5.2.3 Maximum Design Pressure = -135 Psf.
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer:
(Optional) ASTM D41
Joints:
Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment:
Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR,
Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR)
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
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1 TRINITY I ERD
5.5.2.4 Maximum Design Pressure = -90 Psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR,
Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR)
5.5.2.5 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems
carry a Maximum Design Pressure of -45 psf.
5.5.3 Bond -to -Insulation:
➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
self -adhered to: ASTM C1289, Type II, Class 1 polyisocyanurate or Type V
polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or
SECUROCK Gypsum -Fiber Roof Board.
➢ Elastoflex S6 G or S6 G FR in hot asphalt to: DensDeck Prime or SECUROCK Gypsum -Fiber
Roof Board.
➢ Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete; DensDeck
Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be
attached per minimum requirements of the prepared roof covering manufacturer's Product
Approval. For installations under foam -on tile systems, insulation attachment shall be
designed by a qualified design professional and installed based on testing of the
insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114,
Appendix J.
5.5.4 Bond to Mechanically Attached Base Laver:
➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase
P or Mule -Hide Nail Base.
➢ Elastoflex S6 G or S6 G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase;
Elastobase P or Mule -Hide Nail Base.
➢ Polyflex G or G FR torch -applied to: Elastobase; Elastobase P or Mule -Hide Nail Base.
For installations under mechanically attached prepared roof coverings, base layer shall be
attached per minimum codified requirements. For installations under foam -on tile systems,
base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120.
5.6 Exposure Limitations:
5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation.
5.6.2 Polystick IR-Xe, Polystick TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than
90-days after installation.
5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after
installation.
5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not
have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in
which case the maximum exposure is 30 days.
5.6.5 Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless
the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G), in which
case the maximum exposure is 180 days.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113
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Page 6 of 10
�TRINITY ERD
5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief
titled "Florida High Wind Roof Tile Self -Adhered Underlayment Requirements as of
02/14/2011" for limitations for self -adhering underlayments used beneath tile roof systems.
Table 2: Tile System Options per FRSA/TRI 07320/8-05
System
Underlay
Option
Section
Reference
Product(s)
3.02A
1
Batten
Modified Cap Sheet
Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G FR
only
No. 30 / Modified Cap
Base Layer: 'Elastobase; Elastobase P
System One:
2
3.02B
Sheet
Top Layer: Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G
Mechanically
FR
Fastened Tile,
4
3.02D
No. 30
Elastobase; Elastobase P
Unsealed or
Seated
Self -Adhered
Polystick MTS; TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP
Underlayment5
3.02E
Underlayment
FR; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR);
Dual Pro; Tile Pro
System
Base Layer: ASTM D226, Type II; Elastobase; Elastobase P;
No. 30 / Self -Adhered
Mule -Hide Nail Base
6
3.02E
Underlayment
Top Layer: Polystick MTs; TU; TU P; TU Plus; TU Max; Polyflex
SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap
Sheet (FR); Dual Pro; Tile Pro
3.02A
1
Batten
Modified Cap Sheet
Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G FR
only
No. 30 / Modified Cap
Base Layer: Elastobase; Elastobase P
System Two:
2
3.028
Sheet
Top Layer: Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G
Mechanically
FR
Fastened Tile,
Self -Adhered
Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR;
Sealed
4
3.02D
Underlayment
Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual
Underlayment
Pro; Tile Pro
System
Base Layer: ASTM D226, Type II; Elastobase; Elastobase P;
No. 30 / Self -Adhered
Mule -Hide Nail Base
5
3.02E
Underlayment
Top Layer: Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or
SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
Dual Pro; Tile Pro
1
3.02A
Modified Cap Sheet
Elastoflex S6 G or Polyflex G
2
3.02B
No. 30 / Modified Cap
Base Layer: Elastobase; Elastobase P
System Four"A':
Sheet
Top Layer: Elastoflex S6 G or Polyflex G
Adhesive -Set Tile,
4
3 02D
Self -Adhered
Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR;
Unsealed or
Underlayment
Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
Sealed
Underlayment
Base Layer: ASTM D226, Type II; Elastobase; Elastobase P;
System
No. 30 / Self -Adhered
Mule -Hide Nall Base
5
3.02E
Untlerlayment
Top Layer: Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or
SAP FR; Tie Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap
Sheet(FR)
1
3.02A
No. 30 / Modified Cap
Base Layer: ASTM D226, Type II; Elastobase; Elastobase P
Sheet
Top Layer: Elastoflex 56 G or Polyflex G
System Four"e":
3
3 02C
Self -Adhered
Underlayment
Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or SAP FR;
Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
Adhesive -Set Tile,
Sealed
Base Layer: ASTM D226, Type II; Elastobase; Elastobase P;
Underlayment
System
No. 30 / Self -Adhered
Mule -Hide Nall Base
q
3.02D
Underlayment
Top Layer: Polystick TU; TU P; TU Plus; TU Max; Polyflex SAP or
SAP FR; Tile Pro; Mule -tilde SA-APP Cap Sheet or SA-APP Cap
Sheet (FR)
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1113
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Revision 13: 04/26/2013
Page 7 of 10
\,�TRINITYJERD
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published
installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the
substrate thoroughly to remove any dust and debris prior to application, and prime the
substrate (if applicable).
6.3 Elastobase. Elastobase P or Mule -Hide Nail Base:
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II
underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 For use in non -tile applications:
6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA
recommendations for installing shingle underlayments and Flashings
6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick,
Polyfiex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or
Tile Pro, self -adhered, ElastoFlex S6 G or S6 G FR in hot asphalt or Polyfiex G or G FR, torch
applied.
6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in
conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2
herein.
6.4 Polystick MTS, IR-Xe, TU, TU P, TU Plus, TU Max Polvflex SAP or SAP FR. Mule -Hide
SA-APP Cap Sheet or SA-APP Can Sheet (FR). Dual Pro or Tile Pro:
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment
in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 For non -tile applications:
6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR
and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage
edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be
corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or
Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -
nailed using the above noted fasteners and spacing, in area marked "nail area, area Para
clavar" on the face of membrane. The head lap membrane is to cover the area being back -
nailed
6.4.2.2 All seal -lap seams (selvage laps) must
be firmly rolled with a minimum 28 lb.
hand roller to ensure full contact and
adhesion. For Dual Pro and Tile Pro,
align the edge of the top sheet to the
end of the glue pattern (the sheet will
overlap the fabric).
View of Ovelap Seam of Dual Pro and Tile Pro
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Revision 13: 04/26/2013
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'\�TRININ ERD
6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing
Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing
Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry
Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade
mastic, applied in between the application of the lap.
6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as
crickets, exposed valleys, or exposed roof to wall details
6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55
Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement,
Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry
Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade
mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick
material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed,
shall be installed in a water shedding manner.
6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates.
Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff
broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are
acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not
accessible to a large roller or broom.
6.4.3 For tile applications (not allowed for Polystick IR-Xe):
6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05
Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as
a guideline.
6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the
tile.
6.5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications, reference is made to FRSA/TRI
07320/8-05Installation Manual, Fourth Edition, and Table 2 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section
5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -
laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a
complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the
lap edge.
6.6 Polyflex G or G FR:
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation
requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05
Installation Manual, Fourth Edition, and Table 2 herein.
6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section 5.5. Side
laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps
minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and
inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
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Page 9 of 10
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. Refer to Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8-
05 must be used on all roof slopes greater than 7:12. Precautions should be taken as
needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to
the underlayment during the loading process.
6.7.3 For nail -on the systems over Polystick MTS, battens are required for loading / staging of the
tile.
6.7.4 The minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo 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:
UL, LLC - QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1173
Certificate ofAuthoriza6on #9503 FL5259-RIS
Revision 13: 04/26/2013
Page 10 of 10
MIAMF Y
a t .,,,, ' � ON O� ■ MICONTR L COUNTY
v PRODUCT CONTROL SECTION
DEPARTMENT OF PERMI N MENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wTvw.miamidade.eov/oera
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles
system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000 N/A Dispensing Equipment
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength
ASTM D 1623
Water Absorption
ASTM D 2127
Moisture Vapor Transmission
ASTM E 96
Dimensional Stability
ASTM D 2126
Closed Cell Content ASTM D 2856
Results
1.6 lbs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject
to normal manufacturing variation.
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Test Name/Report
Date
Center for Applied Engineering #94-060
TAS 101
04/08/94
257818-IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories NB-589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[l]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96-1
TAS 114
03/14/96
Celotex Corp. Testing Services
528454-2-1
TAS 101
10/23/98
528454-9-1
528454-10-1
520109-1
TAS 101
-12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1
TAS 101
03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
——W
F'—
MS
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 3 of 7
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 maybe used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof file assembly NOA.
3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
6. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH-160 has been dispensed.
9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in
accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Two Paddy Weight per
paddy Min. (grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece Barrel)
#1
17/side on cap and 34! an
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
NOA No.: 12-0228.18
Expiration Date: 05/10/17
MIAMF V 4 COUNTY Approval Date: 05/10/12
Page 4 of 7
LABELING:
All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nall through plastic"neent
Paddy [Beneath Tfle)
Undedayntraft
10111
In
EmOmrse
Farsda
Em mum only:
Em C bbsu m
Keep adhesive appraL
41mup0ornampholea
Nafl through Plastic cement
Paddy (Beneath Tile)
UnderLayment
10 In..
21
EmCoum
Fonda
WHO*
Enecouranon1r.
Eave dosur,
Keepacheolveapprox
Wp edge
41a.upfrunampbDI
—j
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath Tile)
Undedayment Undedayment
7' in. 2 in.
2 in.
Eave Course
Fascia Fascia
% weephole
Em Cww Evectwum
Eave Closure L: Up edge
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Vail through plastic cement Single paddy under file
Underlayment Single paddy between file
2 In. x I In. medium
size paddy eave
course only
Single n
2 In.
paddyon
under.
layment
Single paddy
Fascia
on top of tile
Weephole
Eave
Course
Eave closure
Dflp edge
Nail through plastic cement
Single paddy
under Ole Single paddy
between tile
Oft-3in x 3 in 4 In.
7
Single paddy
-
on undedayment 2 n.
Single paddy
Save Closure
on top of Ole
2 in. x 7 In. medium
Eave Course
sh paddy save course only
Fascia
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7