HomeMy WebLinkAboutProduct Approval JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4153191 OR BOOK 3829 PAGE 2999, Recorded 01/25/2016 at 11:59 AM
Rjiim
NOTICE OF COMMENCEMENT JAN 212016
To be completed when construction value exceeds$2,500.00 PER P
\ jITTING
PERMIT 4: TAX FOLIO#3425-705-0118-000-B Sf. LuC1e COUnty, FL
STATE OF FLORIDA COUNTY OF
�7.Gvue, '
The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida
Statutes,the following information is provided in this Notice of Commencement.
LEGAL DESCRIPTION OF PROPERTY(AND STREET ADDRESS,IF AVAILABLE):
3804 PEBBLE BEACH LANE,PORT SAINT LUCIE FL.34952 SAVANNA CLUB PHASE THREE BLK 42 LOT 32
GENERAL DESCRIPTION OF IMPROVEMENT:REROOF
OWNER INFORMATION OR LESSEE INFORMATION,IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name: LARRY OR PATRICIA SIPE
Address: 3804 PEBBLE BEACH LANE,PORT SAINT LUCIE FL.34952
Interest in property:
Name and address of fee simple title holder(If different from Owner listed above):
CONTRACTOR'S NAME:GARY MARZO,INC. Phone No.:(772)871-2489
Address:861 A-SW LAKEHURST DRIVE,PORT SAINT LUCIE FL.34983
SURETY COMPANY(If applicable,a copy of the payment bond is attached):
Name and address:
Phone No.: Bond amount:
LENDER'S NAME: Phone No.:
Address:
Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13
(1)(a)7,Florida Statutes:
Name: Phone No.;
Address:
In addition to himself or herself,owner designates of to
receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statues.
Phone number of person or entity designated by Owner:
Expiration date of Notice of Commencement:
(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of
recording unless a different date is specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713 PART I.SECTION 713.13 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under p alty of perj�, ecl e that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief.
Y
X Signature 0 ner o Lessee,or els or Lessee's Authorized Officer/Director/Partner/Manager/Attomey-in-fact
i I
Signatory's Title/O e
The foregoing instrument was acknowledged before me this -5;1 ay of L 20—&
By: Co- -V as i�-ee� for
WN e of erson Type of authority(e.g.officer,trustee) Party on behalf of whom instrument was executed
Personally known - or produced identification 0
re Typritv1r'04pntification produced
(Print,Type,or Stamp Commissioned Name of Notary) * *MY COMMISSION 0 EE 173953
�t EXPIRES:April 5,2016
T:\BI.D\Bldg_FormsWew Applications\FormslMutice Of CommencemelffllaCX Boded TM1 &WO Notary Sevices Rev.9/15/11
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
'TRUE AND CORRECT COPY OF THE v "$D`R°�
ORIGINAL .
J SEP SMITH, CLERK
BY,
De ty Clerk
Date: 2 S' 2Q(
lorida Building Code(mine nttp:uwww.iiorlaaouiiaing.orgipr/pr_app_atl.aspx tparam=ws r-VA...
SCIS Home I Login User Registration Hot Topics Submit Surcharge Stats&Facts , Publications FBC Staff BCIS Site Map { Links i Search F
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i
FL# FL7006-R9
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer IKO Industries,Ltd
Address/Phone/Email 40,Hansen Road South
Brampton,NON-US L6W 3H4
(708)496-2800 Ext 200
rmetz001@tampabay.rr.com
Authorized Signature RobertMetz
rmetzOOI@tampabay.rr.com
Technical Representative Bob Metz
Address/Phone/Email REMCO of PineFli
456 Avila Circle
Saint Petersbu
(727)776-526 t 'C
rmetz001@tampabay
Quality Assurance Representative Don Shaw OP
Address/Phone/Email IKO Industries LTD
120 Hay Rd.
Wilmington,DE 19808
(717)579-6706
don.shaw@lko.com
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency FM Approvals-CER
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 modified to 110 mph 2009
ASTM D3462 2009
ASTM D7158 Class H 2008
ASTM E108 2007
:)f 3 7/13/2015 12:06 PM
lorida Building Code Online http://www.tloridabuildmg.org/pr/pr_app_ati.aspx*iparam=wutvA...
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/28/2015
Date Validated 06/30/2015
Date Pending FBC Approval
Date Approved 07/06/2015
Summary of Products
FL# Model,Number or Name Description
7006.1 Cambridge,Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle
Biltmore AR manufactured at IKO's Kankakee,IL; Hawkesbury,Ont.;
Wilmington,DE; Sylacauga,AL and Toronto,Ont.plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter ASTM 113161 I tt r-j
Approved for use outside HVHZ:Yes '4-15-20LS—.p-df
Impact Resistant: N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 Q
Design Pressure:N/A 15--
Other:
5_Other: FL7006 R9 C CAC FM Letter ASTM E.108 letter- 5 3
15 .ndf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL70 6 - II IKO-13 02-41 LetteL-Installation
,Instructions for FBC FL70nt 6_p.Of
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap fiberglass This is a 12"x 12"fiberglass asphalt shingle used to cover
shingles the hip and/or ridge of an asphalt shingle roof system
manufactured in Toronto,Ont.and Brampton,Ontario
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter-
Approved for use outside HVHZ:Yes 4-15-2015 .odf
Impact Resistant: N/A FL7006 R9 C CAC FM Letter-ASTM d3467.letter- 5 6
Design Pressure: N/A 15.odf
Other; FL7006 P.9 C CAC FM Letter-ASTM E 108.letter- .5 3
15 .)df
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R9 II Hip and Ridge Cao Shingle^Installation
I s-LEUCtipnS.pdf
FL7006 R9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006_odf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at
Starter Strip the bottom of a roof system manufactured in Brampton and
Hawkesbury,Ontario plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL70Q_G_B2r CAC FM Letter-ASTM d3L61let er-
Approved for use outside HVHZ:Yes 4-15-2015_pdf
Impact Resistant:N/A FL7006 R9 C CAC FM Letter :ASTM d3467 1_ -- 5-j5
Design Pressure:N/A 151pdf
Other: FL7006 R9 C CAC F LM etter=ASTM E 108 letter- 5 3
15 .off
Quality Assurance Contract Expiration Date
of 3 7/13/2015 12:06 PM
lorida Building Code Online http://www.tioridabUildMg.org/pr/prapp__qti.aspx,(param=wuz v A
12/31/2020
Installation Instructions
FL7006 R9 11 11<0433&2,01 Letter-lastallation
Ln—strugtions for FBC.FL70LO6_pdf
FL7006 R9 11 Roofing-Products-Leading-Edoe-Plus-
6ppllcatlgn-EBM.p Af
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.4 Marathon 25 AR,CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's
M25AR Brampton,Ontario,Hawkesbury Ont.,Toronto,Ont.;
Sylacauga,AL and Kanakakee,IL plants
,Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9_CCAC_FM Letter-ASTM d3_161 IEAter_.-
Approved for use outside HVHZ:Yes –4-15-2015_,pff
Impact Resistant-,NIA FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A 15-Pff
Other: FL7006 R9 C CAC_FM Letter-ASTM E 108 letter- 5 3
15 od
Quality Assurance Contract Expiration Date
1Z/20/2020
Installation Instructions
EL7Q96_�KO-133-02-01.Letter-Installation
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
Next]
Contact Us 19-40,Uarth Monro e Street Tallahasspp F1 '47399 phone;850-487-I924
The State of Florida Is an AA/EEO employer.Copyright 2007-2011 State of Fbdda.'.:PriV29:Y-Staterrignt::Accessibility Statement::Refund Stat emen
Under Florida law,email addresses are public records,V you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click bore_.
Product Approval Accepts:
Mill E9 M,
of 3 7/13/2015 12:06 PM
[M Approvals"
l.lomher n{the Fitt+.'l:nhn!OJ.4ml;
FM Approvals
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781762 4300 F:781762 9375 www.fm4pprovals.com
May 3,2015
Mr.Donald Shaw
IKO Industries,,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 31-14
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s FM Approved asphalt roof shingles
Dear Mr.Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
D3161 testing of IKO Industries Ltd's asphalt roof shingles. IKO's shingles that are FM Approved have
been tested in accordance with ASTM D3161 (reports 3040947 and 3038510).
FM Approvedproducts:
IKO Industries Ltd. Crowne Slate,Cambridge,Hip&Ridge 12,Marathon 25 AR,Marathon
Ultra AR,Cambridge IR,Leading Edge Plus,Cambridge HD,Marathon
25,Hip&Ridge Plus,Dynasty with ArmourZone
Canroof Corporation,Inc. Biltmore,Hip&Ridge 12(CRC),Superglass 25 M AR,Superglass
Ultra AR,(CRQ Hip&Ridge Plus
Please be advised that shingles noted above tested to previous versions of ASTM D3161 continue
to meet the test criteria of the current version of ASTM D3161.
If you have any questions please do not hesitate to contact me.
Very truly yours,
JL
David L.Alves Phillip J.Smith
Senior Engineer-Materials Group Principal Engineer-AVP
FM Approvals FM Approvals
1151 Boston-Providence Turnpike
Norwood,MA 02062
T:781 255 4856
E:dayid.alves(ii tinapprovals.com
APPROVED APPROVED %
I'mApprovals"
FM Approvals Memo.,,•„fr,,..rar
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781.762 4300 F:781 762 9375 www.fmapprovals.com
May 6,2015
Mr.Donald Shaw
IKO Industries,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 3114
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s glass reinforced asphalt roof shingles
Dear Mr.Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
D3462 monitoring IKO Industries Ltd's glass reinforced asphalt roof shingles. IKO's shingles that are FM
Approved and/or Specification Tested Listed are monitored by FM Approvals for compliance with ASTM
D3462. They continue to meet this standard.
If you have any questions please do not hesitate to contact me.
Very truly yours,
�� //, e��, -
David L.Alves Phillip J.Smith
Senior Engineer-Materials Group Principal Engineer-AVP
FM Approvals FM Approvals
1151 Boston-Providence Turnpike
Norwood,MA 02062
T:781 255 4856
E: david.alvesa fmapprovals.com
�X
C E FM c FM �
APPROVED APPROVED
�� _ M A00rovalsa
iden:her nf!he 0",G!n^ol Grm tp
FM Approvals
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781762 4300 F:781 762 9375 www.finapprovals.com
April 15,2015
Mr.Donald Shaw
IKO Industries,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 3H4
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s FM Approved and Specification Tested asphalt roof
shingles
Dear Mr.Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
E108 testing of IKO Industries Ltd's asphalt roof shingles. IKO's glass and organic shingles that are FM
Approved and Specification Tested have been tested in accordance with ASTM E108. I have arranged the
shingles by category.
FM Approvedproducts:
IKO Industries Ltd. Cambridge,Cambridge HD,Marathon 25,Marathon 25 AR,Marathon
Ultra AR, Superglass Ultra AR,Crowne Slate,(IKO)Hip&Ridge 12,
Hip&Ridge Plus,Dynasty with ArmourZone,Cambridge IR,Leading
Edge Plus
Canroof Corporation,Inc. Biltmore,Biltmore AR,Superglass 25 M AR,Superglass Ultra AR,
CRC Hi &Ride 12,(CRQ Hip&Ridge Plus
Specification Testedproducts:
IKO Industries Ltd. Cambridge AR Dual Black,Royal Estate,Marathon 20,Armour Starter,
Armourshake,Roofshake HW
Canroof Corporation,Inc. Biltmore AR Dual Black,Superglass 20,Biltmore AR
Please be advised that shingles noted above tested to previous versions of ASTM E108 continue
to meet the test criteria of the current version of ASTM E108.
If you have,any questions please do not hesitate to contact me.
Very truly yours,
✓ -
David'L.Alves Phillip J.Smith
Senior Engineer-Materials Group TTM-AVP
FM Approvals FM Approvals
C E <&>
� FM us moo..,,
X APPROVED APPROVED '-
<- ,,[M A rovals5
,llrn:Li•r r.,rF,rl•:RI G$J,�G!nn;r
1151 Boston-Providence Turnpike
Norwood,MA 02062
T:781 255 4856
E: david.alves!7linapnrovals.coni
CONSTRUCTION MATERIALS
TECHNOLOGIES
March 30, 2015
IKO Industries, Ltd
120 Hay Rd.
Wilmington, DE 19809
Re: FBC FL7006
Sir(s),
PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2014 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
1) IKO Shingle Application Instructions—3-Tab Shingles
(EN-3Tab Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
(EN-Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
(EN-HipandRidge123HRTri-2013-08_reformatted 2013-08)
4) IKO Leading Edge P_lus Shingle Application Instructions
(EN-3LEP-Tri-2012-06_reformafted 2013-03)
5) ASTM D3161 Test Report(FM Approvals Project No. 3040947)
The attached instructions should be used in conjunction with the published manufacturer's application
instructions and applicable code. In the event the instructions conflict, these instructions shall govern.
Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E.do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
, /
Signed: ..� �;1 L %'�.% ir,./ � Signed: s ��� ,�-��.•�/L,—,
Brad Grzybov✓ski Due T. uyen
Managing Director Florida Re`M—Bred Professional Engineer
P.E.Number:65034
Date: April 30, 2015 Date: April 30, 2015
Attachments: A) IKO Shingle Application Instructions-3-Tab
B) IKO Laminated Shingles Application Instructions
C) IKO Hip and Ridge 12 Application Instructions
D) IKO Leading Edge Plus Application Instructions
IKO-133-02-01
PRI Construction Matedals Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813621-5840 e-mail:matedalstes6ng@pdcmt.com WebSite:http:/AwAv.pricmt.com
. IKO
Installation Instructions for
Asphalt Shingles
Page 2 of 5
IK® Shingle Application Instructions — 3-Tab Shingles
(ASTM D3161, Class F —IKO Marathon 25 AR and CRC Superglass M25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19", followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads, long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed 6-1/8"above the butt
edge, approx. 1"and 13"from each end and 1/2"above each cutout. Drive nails straight so that nail head is
flush with, but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21"per foot(600)or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2 above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8".
STEEP SLOPES
1-Irr• 1-1l2 rr
1 �I
o ®--s —o o SEALING STRIP
6v6' Irz`? rrtra
NAILS NAILS
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
PRI Construction Materials Technologies,LLC. 6412 Badger Drive Tampa,FL 33610 Tel:813621-5777 Fax:813-621.5840 e-mail:matedalstesfing@pdcmt.com Website:http:/Awnv.pricmt.com
IKO
Installation Instructions for
Asphalt Shingles
Page 3 of 5
11<0 Laminated Shingles Application Instructions
(ASTM D3161, Class F—Cambridge, Cambridge HD, and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKOIS PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBG.
UNDERLAYMENT:Applied in accordancewith building code requirements. Forareas wherethe roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19", followed by full 36"widths overlapping
each preceding course by-1 9"or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building.code
requirements.
NAILING:Use galvanized(zinc coated) roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads, long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed in the nail line 7-3/8"
below the top edge, approx. 1"and 13"in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21"per foot(600)or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8".
NAILING•STEEP SLOPES APPLICATION
Use six nails as shown.
7 313"
NAIL LINE
L11 El 0
1 NAILS CEMENT
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE
PRI Construclion Materials Technologies,LLC. 6412Badger DrIve Tampa,FL 33610 Tel:813.621-5777 Fax:613.621-5640 e-mail.,matedaistesling@p4crotcom WebSile:htfp*/1wwwpdcmt.com
11<0
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
(ASTM D3161, Class F—lK0 Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH lIKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION'
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are
designed for a 51/8"(130 mm)exposure. (For a neater appearance,the top of each side of each piece has
been factory trimmed on a 1"(25 mm)taper(see drawing). Bend each piece over the hip or ridge, and nail 5
5/8" (143 mm) above the butt edge T' (25 mm) in from each edge, exposing each piece 5 1/8"(130 mm).
Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge
pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the otherend. Note:To obtain a three-dimensional
effect,(which is recommended,but not required),apply hip and ridge shingles double thickness by stacking 2
pieces on top of one another, the lower piece extending about 3/4"(19 mm)further than the top piece(see
diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be
covered with cement. Prior to application in cold weather, storing the shingles'in a heated area will allow for
easier bending.
NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEYARE DESIGNED FOR USEAS HIPAND RIDGE
SHINGLES ONLY,AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POORAPPLICATION OR FAILURE TO
PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER
VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.REVIEW
ALL APPLICABLE BUILDING CODES,MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
5 713` TAPEA OUT
(130 MM)
PRI Construction Materials Technologies,LLC, 6412Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax;813621-5840 e-mail:matedalsteSUn9@PdCMLcoM WebSife:hftP:/hYWW.PdCMLCoM
IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
(ASTM D3161, Class F—IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required.
2. Each 39 3/8"x 131/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for
separation into two(2)shingles.Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately
20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up,with the
factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves.
by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with nails located 3"to 4"(75
mm to 100 mm)from the eave edge and 1" (25 mm) in from each end.
4. Take the leftover 20"(500 mm)piece shingle.Rotate the piece and align it vertically up the rake edge
with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang
the rake edge by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with fasteners
located 3"to 4" (75 mm to 100 mm)from the rake edge and 1" (25 mm) in from each end.
5. Repeat Steps 3—4 for the right lower corner of the roof deck.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,with at least
3/8"(9 mm)diameter heads, long enough to penetrate through plywood or 3/4"(20
mm) into boards. Use 4 nails per shingle placed 3"to 4" (75 mm to 100 mm)from
the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each end.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to
the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle.
7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first
course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way,
the sealant on the IKO Leading Edge Plus shingles will adhere to the first-course field shingles and
help keep them from lifting in high winds.
PRI Construction Materials Technologies,LLC. 6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813.621-5840 email:matedalstesung@p6cmi.com WebSite:http:llwww.pdcmtcom
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lSLiiH1L' Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
FL# FL2569-R11
Application Type Revision
Code Version 2014
Application Status Approv d !��
`` � .:
Comments ._ '+ 'p,
Archived ' A
Product ManufacturerSoprema, Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville, NON-US 00000
(819)478-2400 Ext 3327
memathieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu
memathieu@soprema.ca
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville, NON-US 00000
(819)478-2400 Ext 3327
memathieu @soprema.ca
Quality Assurance Representative Jean-Francois Cote, Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888) 811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect o
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert J. M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W. Knezevich, PE
of 3 1/5/2016 3:08 PM
?lorida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
Validation Checklist- Hardcopy Received
Certificate of Independence FL2569 R11 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard
ASTM D1970
ASTM D6163
ASTM D6164
FM 4474
FRSA/TRI April 2012 (04-12)
TAS 103
TAS 110
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/15/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Summary of Products
FL# Model, Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL2569 R11 II 2015 10 FINAL ER SOPREMA CA UNDERLAYP
Approved for use outside R11.pdf
HVHZ: Yes Verified By: Robert Nieminen, P.E. PE-59166
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-90 Evaluation Reports
Other: 1.) Refer to ER Section 5 for FL2569 R11 AE 2015 10 FINAL ER SOPREMA CA UNDERLAY
Limits of Use. 2.)The design pressure R11.pdf
noted herein pertains to underlayment Created by Independent Third Party: Yes
systems used beneath adhesive-set tile
systems. Refer to ER Section 5.6.4 for
details.
Back Next
Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement::
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records req
of 3 1/5/2016 108 PM
Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wi
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.Ii
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if yo
Chapter 455,F.S.,please click here.
Product Approval Accepts:
RA EChEck M
sccuri_h•u.r riurs-
of 3 1/5/2016 3:08 PM
'
EXTERIOR RESEARCH&0ESIGN,I.I.C.
Certificate of Authorization#9503
` + TRINITY
� ���� �3�R|SOANS�EE[UN�#�
� k�V�~WQ 0 � ^_, `��
- . . ~.° �° " ° �
OXFORD, CT 06478
PHONE:(203)262-9245
FAX:(ZO3)2G2-9243
EVALUATION REPORT
Soprema, Inc. Evaluation Report S18010.06.09-119
1o*urue Haggerty FL2S69-R11
Drummondville,CW6bec]2C5P8 Date ofIssuance:0G/15/2009
Canada Revision 9:10/12y2015
Scops: '
This Evaluation Report is issued under Rule 61G20-3 and the applicable nmbs and regulations governing the use of
construction materials in the State of Florida. The documentation submitted hes been reviewed by Rnber1Nieminen,
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 5m Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Sopmomma RomfUwdarlmymentm
LuaEumG; Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes orthe referenced Quality Assurance documentation changes. Trinity[ERDrequires acomplete review ofthis
Evaluation Report relative toupdated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity|ERD Evaluated" maybe 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 theJob site at the request of the Building Official.
This Evaluation Report consists ofpages 1through T
Prepared by:
^~~
'
Robert J.K8.Niemnlnen,P.E
The facsimile seal appearing was authorized by Robert wmrnin=
^c""m*�m�m*� """ *�m=/*"m=dRo��Re9��nt�nNo.�16�Ron� D[4AN��8 document, ° ='*"h="bw",
Productx�"°amm*�=*,=^wm""="�m"*
csmmc��/omor/moo"smusmce'
l. 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.
l Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. RobertNieminen,P.E.does not have nor will acquire,a 0nandal interest in any company manufacturing nrdistributing 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 isa building code evaluation. Neither Trinityl ERD nor Robert Njeminen, 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.
ERD
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 subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2004
1507.2.4,1507.2.8, Physical Properties ASTM D1970 2009
1507.2.9.2,1507.4.5.1,
1507.5.3,1507.7.3
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004
ERD(TST6049) Physical Properties 2757.02.05 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-R1 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-111 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-R1 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R2 10/05/2010
ERD(TST6049) ASTM D1970 S37210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion S43530.02.14-1 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
M-D(CER1592) HVHZ Compliance 13-0530.02 11/27/2014
ICC-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.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT 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 RESISTO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls.
Exterior Research and Design,LLC. Evaluation Report S18010.06.09-R9
Certificate of Authorization#9503 FL2569-R31
Revision 9:10/12/2015
Page 2 of 7
i
F. TRINITY:FRD
4.4 Lastobond Shield HT 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 roof underlayment.
4.7 Lastobond 195is 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-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment.
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, 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 36-inch sheet width.
4.12 PrimeSource Grip-Rite Eave&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 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
4.15 Unilay (e) is a mechanically attached, polyester reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I 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.
5.2 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 fire
ratings of this product.
5.4 Soprema 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 AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are follows:
TABLE 1: ROOF COVER OPTIONS
Asphalt Nail-On Foam-On Metal Wood Shakes& Slate
Underlayment Shingles Tile Tile Shingles
Lastobond TU HT Yes Yes Yes Yes Yes Yes
See 5.5.1
Lastobond Shield/Pro HT-N/ Yes No No No Yes Yes
RESISTO SA SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes
Lastobond/Lastobond 195 Yes No No No Yes Yes
Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-119
Certificate of Authorization#9503 FL2569-Rll
Revision 9:10/12/2015
Page 3 of 7
�S
M E .D
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Foam-On Metal Wood Shakes& Slate
Shingles Tile Tile Shingles
Lastobond ECO /RESISTO
LB1236,Grip-Rite Eave&Valley Yes No No No Yes Yes
Protector/RESISTO LB1244
Lastobond Smooth Seal HT Yes No No Yes Yes Yes
Colphene FR GR Yes Yes See Yes Yes Yes
Unilay(e) Yes Yes Yes No No No
Batten Only I See 55.1
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 Adhesive(s)
Lastobond TU HT 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow Chemical TileBond`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 Direct-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:
➢ PIywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
> While not required over plywood, OSB or Southern 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.
9 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, Grip-Rite Eave &
Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to:
9 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 tile 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 J.
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-119
Certificate of Authorization#9503 FL2569-R11
Revision 9:10/12/2015
Page 4 of 7
TRINITY:ERE,
5.6.3 Bond to Mechanically Attached Base Laver:
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, Lastobond Smooth Seal HT'or Colphene FR GR applied to:
➢ ASTM D226,Type I or II felt;Sopra-G; Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TRI April 2012(04-12).
5.6.4 _Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
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 April 2012 (04-12) 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,
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 of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional),Elastocol Stick or Elastocol 600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Elastocol 600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin
caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c. in three,equally
spaced rows in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
5.6.4.4 Maximum Design Pressure=-90.0 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Underlayment: Unilay(e) mechanically attached with Soprafix Polymer Batten Bar (PBB) or Soprafix
Metal Batten Bar(MBB) with Soprema#15-EL 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-air welding techniques.
5.7 Exposure Limitations:
Lastobond, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236, Grip-Rite Eave &
Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after installation.
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH 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.
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R9
Certificate of Authorization 119503 FL2569-R11
Revision 9:10/12/2015
Page 5 of 7
TRINITY ERD
6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema 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 with Elastocol Stick or
Elastocol 600c(if applicable).
6.3 Lastobond TU HT Lastobond Shield Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40, Lastobond Shield
HT Lastobond Pro HT-S, Lastobond Lastobond 195 Lastobond Eco Lastobond Smooth Seal HT, RESISTO
L81236 Grip-Rite Eave&Valley Protector RESISTO LB1244 or Colphene FR GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
While priming is optional, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final
roof cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release 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-off the release film diagonally while holding the
membrane tight. Firmly roll the.membrane into place to achieve a bond.
�a 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-inch o.c.
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(Lastobond TU HT or Colphene FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile 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-Tile Applications or Nail-On Battened Tile Applications:
Reference is made 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 5-inch wide selvedge-edge to the wood deck with nails and tin caps or round cap-
nails spaced 36-inch 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. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques.
Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-119
Certificate ofAuthorizotion#9503 FL2569-R11
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� INI
ERD
Tile(if applicable)shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.4.E Foam-On Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, Table 1 herein and Section 5.6.4.4
herein.
Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge upslope,
mechanically attach the 5-inch wide selvedge-edge to the wood deck Soprafix Polymer Batten Bar(PBB)or
Soprafix Metal Batten Bar (MBB) with Soprema #1S-EL fasteners spaced 6-inch 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. All over-granule end-laps shall be sealed using either heat-welding or hot 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 Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA
requirements.
9. 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 518010.06.09-119
Certificate of Authorization#9503 FL2569-R11
Revision 9:10/12/2015
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