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EVALUATION REPORT OF ��FPS i�PJ�RS OR v�li iACW P
PtiS�Pdl
METAL SALES MANUFACTURING CORPORA�W
126 GA.IMAGE II PANEL' ARE THE RESPONSIRILP OF THE
GORTRACTOR OF REM
FLORIDA BUILDING CODE 5T11 EDITION (2014)
FLORIDA PRODUCT APPROVAL—
.FL 11560A-R2
ROOFING
METAL ROOFING y
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville,KY 40202
Telephone: (502) 8554300
Fag: (502)8554290 ST.LUCTY,COUNTY RTJ9 Pam.*C-DIVISION
RF VIFb8' D FOE P XPF.,U CE
iiaEVrLN"E yw. $ZQ.V(- U �l.
DATE L
PLAINS ADD E-RATI MUST BE KEPT O-N JOB
OR NO IiVSPECTIOIN, WILL BE MLDE,
Prepared By:
Bala Sockalingam,Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave., Suite C
Tulsa,OK 74106
Telephone:.(918)492-5992
FAX: (866)366-1543
This report consists of
Evaluation Report(2 Pages including cover)
Installation Details (1 Page)
C E 1V
No 62240 ;
-
Report No. C20094 -
•
Date: 3.27.15 STATE OF
•
.�
C�
0 .
3 aZ,?fit
FL 11560.4-1?,2
C2009-4
3.27.15
Page 2 of 2
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Image II
Panel Description: Max. 16" wide coverage with 1" high ribs
Materials: Min. 26,ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 15/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
Slope: 2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2)
Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of/4".
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
� p g
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Hurricane Test Laboratory, LLC
HTL Report#: 0103-0714-09, Reporting Date 9/l/09
OR/,WN W. CHEMED M.
B.S. D.S.
PLOT: DATE:
J/]5/15
6
NEW UNDERLAYMENT
SEE DETAIL 1 MAX. 16" PANEL NG PER ALLOWABLE FASTENER
ROOF PANEL EXISTING SHINGLES SPACI
/ 1 (OPTIONAL) PRESSURE TABLE. p
C
a
IL
kMIN.
PLYWOOD
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: 15/32" THICK (MIN.)(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL
2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED @ 6" O.C. IN THE FIELD
& @ 4" O.C. AT PLYWOOD EDGES
Z lJN
F—O
TYPICAL PANEL INSTALLATION X—SECTION NC'4o
� �M
La My�I
O Ill
Of Li00
� M_J I
N
_EnO
MIN 26 GA. PANEL rn-
ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE �i n
NEW UNDERLAYMENT SPACING (PSF)
(IN)
#10 PANCAKE SCREWS Li
EXISTING SHINGLES 24 84.25 a n
(OPTIONAL) w
z
a a 5e.
a
_ m
EXISTING UNDERLAYMENT GENERAL NOTES N "
(OPTIONAL) PLYWOOD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE o
DETAIL 15/32" THICK (MIN.) 2. ROOF PANELS FLORIDA BUILDING
ARECODE
ALL BE)MIN. 26 GA. MAX. EFFECTIVE COVERING WIDTH OF o
PANEL = 16".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. *IA.F...
File
PY*
IN
=` ERiOR RESEARCH&DESIGW IJLC.
f 4, CertifiGte of Authorization#9503
R'I -.p {. " ` i , ' 353 CHRISTIAN STREET,.UNIT913
V` t/TITYER OXFORD;CT 06478
T PHONE:,(203)262-9245
FAX:Q03)262-9243
EVALUATION REPORT
Soprema,Inc. Evatuation.Report S18010.06.:09-R9
1640'rue.Haggerty FL2569-R11
Drummondville;Quebec J2C.5 P8 Date.of lssuarlce:06115%2069.
Canada Revision 9:10/12/2015
SCOPE:
This Evaluation Report is issued:un.der 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 Meminen,
P.E. for use. of the product under_the Florida Building Code.and Florida Building Code, Residential Volume. The
products described. herein have been evaluated.for compliance with the 5" Edition (2,014) Florida Building Code
sections noted herein.
OE5CRiPIFION: SOprema Roof Underlayments-
LABELING: Labelir[g shall be.in accordance with the requirements the Accredited Quality Assurance Agency, noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valld.until such time as-the namedproduct(s)changes,the referenced
Quality Assurance documentation changes,.oi`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 acomplete 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
adveftising literature, if any portion of the.Evaluatibn 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:
s*-3.
�t ..�,e4
Jr-t
i tY-
RobertJ.Nl.Nieminen P.E: 'thefn�"'Vesealappearingwasa�or¢edbyRobeRA4emmen,
=....'
�- ��"�'. ^R't,:?'�_•' PP,on 10/12lZO15.Thlsdoes not serve as an.electronlca!lyslgned
Florida Registration No:59-766,Florida DCAANE1983 4'Stein a����>. document Signed,sEakdhatdcopies have been transmittedtothe
''- �'•••+•i""`s Praduet Approval Administrator and to the named client
CERTIFICATION PONDEPENDENCE:
1. Trinity IERD does.not have, nor.does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing-products it evaluates.
2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or.distributing products it evaluates.
3. Robert Nieminen,P.E.-does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P:E..does not have,nor will acquire,a financial interest in any other entity involved in the approval process of.the
product::
5. This is.a building code evaluation. Neither Trinityl ERD nor Robert Nleminen, P.E.are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
Qll
.� TRINITY'
ROOFING COMpoNENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment .
Compliance Statement: Roof Underlayments, as produced by.Soprema, have demonstrated compliance.With the
following sections of the Florida -Building Code through testing in accordance with the following Standards.
Compliance is subjectto'the installation-Requirements and Limitations/Conditions,of Use set forth herein.
I STANDARDS-
section Property ' Standard Year
1504.3.1 Wind Resistance FM 4474 2004
1507.2-4,-15071.8, Physical Properties ASTM D1970 2009
15072.9.2,1507A.5.1,
1507.5.3;1507.7.3
1507,11.2 Physical.Properties ASTM D6163 2000
1507.11Z Physical Properties ASTM 06164 2005
1523.65.2.1 Physical Properties.. TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
1567.33 Installation Practice FRSA/TRI April 2012(04-12) 2012
3: REFERENCES:
Enti- Examination Reference Date
ERD(TsUo49) ASTM Dim/'rAs7.10 2968.05.04-2 05/14/2004
ERD(TST6049) Physical Properties 2757,02.05 02/03/2005
ERD(TST6049) ASTM D1970/TA5110 2974.03.05-2 05/17/2005
ERD(TST6049) Wind Resistance 27,78,07.05 07/15/2005
ERD(TST6049) Wind-Resistance 2779.11.05-R1 64/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120.11.07-2. 11/02/2007
ERD(TST5049), ASTM 01970/TA5110 S13190.02.09-111 04/01/2010
ERD(TST6049). ASTM D1970/TAS 110 531370.03.10-1-R1 94/07/201.0
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.0510-R1 09J09/2016
ERD(TST5049) Physical.Properties/Tensile Adhesion S11150.0-5.09-R2 10/05f2010
ERD-(TST6049) ASTM-D1970 S37210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013
ERD-'(TST6049) Physical Properties ITensi le.Adhesion 543530.02.14-1 02/21/2014
ERD(TST6049) Physical_Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015
M-D(CER1592) HVHZ Compliance 09-1005.02 11/04/2010
iV{-D(CER1.592) HVHZ Compliance 13-0530.02 IlIZ71ZO14
KC-ES(EVL2396) 2012;2009 and 2006 IBC Compliance ESR-1524 10/01/2014
PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013
Soprema,Inc.(Pomas11) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015
UL,LLC(QUA9625) Quality Control Service confirmation Exp.1011612017
4, PRODUCr DESCRIPTION:
4.1 Lastobond TU.-HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof
underlayment.
4.2 Lastobond Shield is a self=adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment-available in two widths;36 and 45 inch.
4.3 RE51STO SA SMOOTH PLY 46 is a self-adhering,woven polyethylene surfaced,SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls.
Exterior Research and:Qdsign,LtC- Evaluation.ReportS18010.06.09-R9
CertihcatetifAuthodzotloii 9503 FUS69-=
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i
f li`i ERD
4.4 Lastobond Shield-14T is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen.roof underlayment.
4.5 Lastobond Pro HT-N is-a self-adhering, woven polyethylene-surfaced,'SBS modified bitumen roof
underlayment available in two widths;36 and 45.inch.
4.6 Lastobond Pro HT=S is a.self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen robf,underlayment.
43 Lastobond 195 is a self-adhering, glass=mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment.
4.8 Lastobond' is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment.
4,9 Lastobond Eco is a self:adhering, glass�rmat:reinforced, sand-surfaced, SBS modified bitumen roof
underlayment.
4;10 Lastobond Smooth Seal HT is a self-adhering, glass-mat'reinforced,-film-surfated,SBS modified bitumen
roof underlayment.
4,11 RESISTO LB1236 is a self adhering, .glass-mat reinforced, sand-surfaced, SBS -modified bitumen roof
underlayment,with a 3ii-inch'sheet width.
4,12 PrimeSource Grip-Rite-Save&Valley Protector is a-self=adhering,glass-mat reinforced,sand-surfaced,SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment,with a 44-inch sheet width,
4.14 Colohene. FR GR. is a self-adhering, fiberglass reinforced, granule-surfaced,-SBS modified bitumen roof
underlayment.
44-15 Unilay(e} is a mechanically attached; polyester reinforced, granule-surfaced, SBS modified bitumen roof
underlayrrient.
S. Limi ionis: -
5.1 This'is a building code evaluation. Neither Trinityj.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.
.5Z This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fie
ratings of this-product.
5.4 . Soprerna 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 made to the AH1 for approval
based on this evaluation combined with supporting.data for the prepared roof covering.
S.5 Allowable roof covers applied atop the underlayments are follows:
j<a � z � � c TABLE 3 RQD1:CO1lER OP710N5 � �_ 3 r
Asphalt Nail-On- Foam-On Wood Shakes&
Underlayrnent Shingles Tile Tile Metal Shingles Slate
Lastobond TU HT Yes Yes See es Yes Yes Yes
Lastobond Shield/Pro HT-N./ Yes No No No Yes as
RESISTaSA-SMOOTH PLY 40
.Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes
Lastobond[Lastobond 195- Yes No No No Yes Yes
6xt+eriar Research and Design,LLC. Evaluation Report 51001%06.09-R9
Cer-tfflwtevf Ahthadzatio449503. FL2969-R11
Revision 9:10/12/2015
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�--J.TRINI`Y ERQ
Asphalt Dail-.On Foam-On Metal Wood Shakes& Slate
Underlayment Shingles Tile Tile Shingles
Lastobond ECO f RESI5TO
LB1236,.Grip-Rite Eave&Valley Yes No No No Yes Yes
Protector/RESISTO LB1244-
Lastobond Srriooth Seal HT Yes No No Yes Yes Yes
Colphene FR GR. Yes Yes Yes No Yes Yes
See 5.5:1
Unilay(P) Yes Yes. Yes No No No
Batten Only See5.5.1
5.5.1 "Foam-On Tile"is limited to use.of the.following adhesives-unless tensile adhesion/long term aging data
from an accredited testing laboratory.is provided. -
Underlayment Adhesives)
Lastobond TU HT 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow Chemical TileBondT"Roof
Tile Adhesive(FL717)
Colphene FR GR 3M 2=Component Foam Roof Tile Adhesive AH-160(FL6332)
Unilay(e)- 3M 2-Component Foam Roof Tile Adhesive AH=160(FL6332)
5.6 Allowable substrates are noted below:
5.6.1 - Direc#.Bond to-Deck:
Lastobond Shield;Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &
Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢' Plywood,ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed.structural concrete.
i
Colphene FR GR applied to:
5 Plywood;ASTM D41 primed plywood;ASTM D4'1 primed structural concrete.
Note:
> While not required over plywood, 05B or 5outhem Yellow Pine substrates, Soprema recommends
priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours. .
Soprema requires.tongue-and-groove board decking be covered with plywood or OSB prior to
installation of the self-adhering underlayment.
5:6.2 Bond-to-Insulation:
Lastobond Shield,Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,Lastobond Pro
HT-S, Lastobond TU HT,.Lastobond, Lastobond 195, Lastobond ECO, RESISTO LB1236 Gr
ip-Rite Eave &
Valley Protector,RESISTO LB1244,Lastobond Smooth Seal HT or Colphene FR GR applied to:
Dens Deck Prime;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 the systems(Lastobond TU HT only),insulation attachment shall be designed by a qualified
design.professional and installed based on testing of the insulation/underlayment system in accordance
With FM 4474,Appendix D or TAS 114,Appendix 1.
Exterior Research and.Desrgn,LLC. Evaluation ReportS18010.06.09-119
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5.6.3 Bond.toMechanicallyAttached`Bale-Laver:.
Lastobond Shield;.Lastobond Pro HT N,:.RESISTQ SA::S_MOOTH.PLY 4Q;Lastobond 5hield HT,-'Lastobond Pro
HT S, Lastobond TU-HT,. Lastobond,.Lastobond 155, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &
Valley Protector,RESISTO 1-131244,Lastobond'Smooth Seal NTor Colphene FR GR applied.to:
9 AS—TM D226,Typel or ll.felt;-Sopra-G Modified Sops-GI.
Far installations .under medianically.attached`p-epaled,roof coverings;bas6dayer shall.be attached-per
minimum codified_requirements:: For"installations:underloam=on tile-systems (Lastobond TU-HT only),
base layershall.be:attach"edin accordance with FRSNTRI Apri12012
5.6.4 Wind.Resistance.for UnderlaWnent Svsterns-in Foam-Cin-Tile Agplicatioris: FRSA/TRI April 2012 (0442)
does not addresswind uplift resistance-of all'underl6trient'systems beneath foam-on.tile.systems,where
-the underlayment forms part of=the load-path. Thefollowing wind uplift limitations.apply to underlayment
systems that are not addressed in FRSA/TRI.April'2012 (04<12)and are-used in foam-on the applications.
Maximum-Design Pressureis 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 for determination ofdesign wind.pressures.
5.6.4.1 Maximum Design Pressure 45.0°139f.
Deck: Min.15132-inch plywood-to meet project requirements to satisfaction of-AHJ.
Primer: (Optional)Ozistocol Stick or Elastocol.600c -
Underlayment: Lastobond TU HT or.Colphene.FR GR,self-adhered:
5.6.4.2 Maximum Design Pressure= 67.5osf;.
Deck; Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Elastocol-600c
Underlayment: LastobondTUHTorGolphene-FR.GR,self-adhered.
j 5.6.4.3 Maximum Design pressure=-SQ.Q osf.
Deck; Min.19/32-4nch plywood to ineet project requirements to satisfaction ofAHJ.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5-11) and tin
caps(FBC 1517.5:2)spaced 6-inch-o.c.at the 4-inch Iap5 and 6-inch o.c..in three,equally
spaced rows:in the center of the sheet_
Underlayment: Lastobond-TU,HTor Colphene.FR GR,self'adh-ered -
5.6.4A Maximum Design Pressure=-90.0 psf.
Deck: Min.19/32-inch plywood.to meet project.requirementsto satisfaction of-AHJ.
Underlayment: Unilay(e) rriechanically attached:with Soprafix Polymer Batten Bar (PBB) or Soprafix
Metal Batten"Bar(MBB)with Soprema:9.157EL fasteners spaced 6-inch o.c.within the 5-
inch wide; self-adhering side laps. End laps are 6-inch wide and"sealed using either
heat-welding or hot-airwelding techniques
5.7 Exposure Limitations:.
Lastobond, Lastobond 195,Lastobond,Eco;Lastobond Smooth Seal HT, RESISTO L61236,Grip Rite Eave &
Valley Protector or RE515TO L131244 shall.riot be left exposed for-longer than30-days after installation.
Lastobond.Shield, Lastobond Pro HTN,-RE515TO.5A 5MOOTH PLY,40, Lastobond Shield HT or Lastobond
Pro HT-S shall not be left exposed for longer than 90-days:after installation.
Lastobond TU HT or Colphene FR GR or-Unilay(e)shall not be left exposed for longer than 180=days.after
installation.
EgWrior Researchand Design,LLC. Eualuallon Report 518010.06.0449
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\,/TRINITYIERD
' 6. -INsrALLATIora:
.6.1 SDprerna Roof Underlayments shall -be installed in accordance with _Soprenia published installation
requirements subject to the limitations set'forth:in Section5 herein-and the specifics noted below.
6.2 Re-fasten any Loose.decking panels,.and.'check.forprotruding nail heads. Sweep the substrate thoroughly
to remove-any dust and debris prior,to application, and prime the substrate with Hastocol Stick or
Elastocol 600c f if applicable).
6_3 Lastobond TU HT,Lastotiond'Shield;Lastobond Pro HT N RESISTO-SASMOOTH PLY 40 Lastobond Shield
HT,Lastobond-_Pro.HT=S,Lastobond.tastobond 195 'Lastobond Eco Lastabond Smooth Seal HT RESISTO
L91236,Grin-R1ta Eavw&Valley Protector- RESI5T0 LB1244 or Colohene FR GR•
6.3:1 Shall be inst2iled'in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 forthe.type of prepared roof covering tote installed.
6.3.2 Non--TileAoplicationss.
While priming is optional,Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final
roof cover is-not slated-for.installatton Within 24 hours,
Apply sheet parallel to the roof edge. Roll outapproximately 10 ft of membrane and peel back the first 3
ft ofrelease film.
Adhere the exposed part to the-substrate and unroll the remaining membrane as far as possible;
Once the entire.length of membrane is in place,.peel-offthe release film diagonally while holding the
membrane tight_ Firmly roll the membrane into placeta-achieve a bond.
Horizontal seams should be minimum 3-inches,.configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8;12,Soprema recommends back-nailing in the overlap area at the top of
the sheet at 12-fnch ox.
For Valleys and Ridges: Cut-underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley.or ridge.'Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet-starting at the lowest point and work upward.
6.3:3 Tile,Applications.(LastobondTU HT orColphene FIR GRonlv):
Reference is made to FRSA/TRI Apr!( 2012 (0412) installation Manual and Table 1 herein, using the
instructions noted.above as a guideline.
For foam=on the applications,reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6_4 Unila e :
6.4.1 Non-Tne'Appikations or(Vail-on battened Tile Ann(ications:
-Reference ls"tnade to Table 1 herein and FRSA/TRI April 2012(04-12)Installation Manual(if applicable).
Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge upslope,
mechanically attach the 54nch wide selvedge-edge to the wood deck with nails and tin caps or round cap-
nails'spaced 36=1nch o.c. Apply the second course in, a water-shedding manner with self-adhering side-
laps. Vigorous hand or motorized roller pressure is applied to the self-adhering laps to ensure a watertight
application.
Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course
below.-Ali over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-119
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Tile(if applicable).shall be loaded End-staged ima.manner that prevents tile slippage and/or damage to the
underlayment: -
6.4.2 " Foam=On:Tile Aoplications:
Reference is made"to.FRSA/TRI Aprii2t)12 (0412)=Installation Manual;Table 1 herein-and Section 5.6.4.4
herein:
Apply -sheet parallel to.the roof edge :arid, starting-at-.the eave with the selvedge=edge upslope,
mechanically attach the 5-in6h wide selvedge-edge to the wood decR:5oprafix Polymer Batten Bar(PBB)or
Soprafix Metal.Batten Bar{ivtBa) with Sopr`ema415-EL fasteners spaced b-inch ox. Apply the second
course in a water-shedding manner-with self-adhering.side=laps. Vigorous }rand or motorized roller
pressure is applied to the self adhering laps fo ensures watertight application.
j Vertical seams should be 6-inches and staggered'noi less-that! 2-ft.from--Vertical..seams in the course
below. All.over-.granule,end-laps shall be sealed us ng eitherheat=welding-or hat air Welding techniques.-
-Tile"shall be loaded -and. staged in a-manner :that prevents -tile slippage and/or damage to the
underlayment..
7. BUILDING PERMIT REQUIREMENTS:
As required by the-Building.Official or Authdrfty'HavingJurisdictfon:in.order to-properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity-for hif6rma'd6h:on plants covered.under Rule 61G20-3 QA
requirements.
9. QUALITVAssURANCE-ENTITy:
UL,LLC—QUA9625;(814)578-3406;k.chancellor@-us.ul:com:.
END:OF EvALUATION.REPORT.-
Exterior Research and'Desrgn,Lod. Evaluation Reportkliolo.66.094i!
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' Tile(if applicable)shag be loaded and staged in a Finanner that prevents the slippage and/or damage to the
underlayment;
6.4.2 Foam-Da Tile Applications:
Referenceis made to*ERSA/TR1 Aprill2012-(041Z)�Installatiop Manual;Table 1.herein,and Section 5.6.4.4
herein.
Apply .sheet parallel.to.the roof edge :anal, -starting.at:the-eave. with the selvedge=edge upslope,
mechanically attach the 5-inch wide selvedge edge to the wood deck.5oprafix`P.olymer Batten Bar[PBB)or
Soprafix Metal.Batten Bar-.(MB8)with Sopeema-#15 EL fasteners"spaced:6-inch O.C. Apply the second
course in a water=shedding manner with.self-adhering side-laps. Vgorous Band or:Motorized railer
pressure is applied to theself adhecingiapsao ensure a watertight application.
Vertical seams should be 6-inches and staggered'not les's*than .2-ft_from.vertical=seams_in the course
below. All over=gi anule end-laps shall be sealed using either:heat=welding orhot alit welding techniques.
Tile..shall be. loaded and:-:staged in a manner 'that prevents the slippage and/or damage to the
underlayment.• .
7. BUILDING PERMIT REgUIREMENTS:
As required by the Buiilding:Official.or.Authority Having Jurisdiction in•order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS: -
Contact the manufacturer or the-named QA entity for mf or"mat'ron-6n plants covered.under Rule 61G20-3 QA
requirements. .
9. QUALITY AssURANCE"ENTITY:
UL,LLC-QUA9625. (314)578-3406;k.cltancellor@.us.ul:com:
-END:OF EVALUATION REPORT-
Exterior Researitiand'De;ign,Wt. Evaluation Reparts18010A .09-M
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