HomeMy WebLinkAboutProduct Approval t
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No.a`�Sd-1,23"01JX- at"'U'�
State of Florida County of St.Lucie
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):
General description of improvement:
Owner information or Lessee information if the Lessee contracted for the improvement: JOSEPH E.SMITH,CLERK OF THE CIRCUIT COURT
SAINT LUCIE COUNTY
Name (5 r' ylav lC FILE# 4072058 05/20/1015 at 11:08 AM
Address 310 7 0aM e R d - e r*-,v9,'6ree,fL 3 yG/ OR BOOK 3748 PAGE 1039-1039 Doc Type:NC
Interest in property: d W,16'I' RECORDING: $10.00
Name and address of fee simple titleholder(if different from Owner listed above):
Contractors Name: '7—re&xur e Caaj,/Road'
Contractor Address: ) SI✓ ,' f~ r• -V Phone Number: 77;?-370-9770
Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$
Name and address: Phone number:
Lender Name: Phone Number:
Lenders 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 Number:
Address:
In addition to himself or herself,Owner designates of to receive a copy of the
Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes.
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 penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowledge ind belief.
(Signature of Owner or Lessee,or nets or Lessee's Authorized Officer/Director/Partner/Manager Q� \SS20 D�B,o�9� • ��
v�a� u,
(Signatory's Title/Office) �*• : c
#FF 122434 .
o o�
y.'
5 y ti Bonded\V�
The foregoing instrument was acknowledged before me this day of 20 5, p Q rIC S
810\
By (;f'9. `/6LLI as DV/7G�e- for IIII111111 HN\
Name f Pers n Type of authority(e.g.officer,trustee) Party on behalf of whom instrument was executed
// Personally known_or produced Identification If .
(Signature of Kotary Public-State of Florida)
(Print,Type,or Stamp Commissioned Name of Notary Public) Type of Identification produced 04
Florida Building Code 0:7` a Page 1 of 4
0rlda iD2partmientd BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications FBCC Staff BCIS Site Map E Unks Search j
Busines ��?� ({; )productApproval 40' a3fs
ST.L11 'T .
Professi nal ,USER:Public User COVNTY nfm' r7
Regulation REVIEWED FOR CO�,�, �C�+& d�10
TI.. Product Approval Menu>Product or ADDlication Search>Application list>Application Detail DA VIE�1�ED BY_
DATE ..
a ..
FL# FL1956-R30 PLANS AND Ri1r I�rLST BE KEPT ON JOB
Application Type Revision OR NO INSPECTION WILL BE MAWE.
Code Version 2010
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 r]
Product Manufacturer TAMKO Building Pt1i f7CJ�np!_ANS AND ALL PROPOSED WORK
Address/Phone/Email PO Box 1404
Joplin,MO 64802 AND SUBJECT TO ANY CORRECTIONS
624-6644
kern_eden@tamko lObIRED BY FIELD INSPECTORS THAT
kerri
MAY BE NECESSARY IN ORDER TO
kerrl_edenCmtamko
Authorized Signature KernEden QIQMPLY WITH ALL APPLICABLE CODES
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Quality Assurance Representative ,'ONCEALED FASTENERS OR ATTACHMENTS
Address/Phone/Email ARE THE RESRONSIEIL[TY OF THE
Category Roofing CONTRACTOR OF RECORD
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency UL LLC
Validated By Robert J.M.Nieminen,PE
W� Validation Checklist-Ha y Received
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2006
ASTM D3462 2007
ASTM D7158 2007
Equivalence of Product Standards
Certified By 0,
.0
Product Approval Method Method 1 Option A
Date Submitted 10/08/2014FILE C, 0#
hup://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2finGF oyT6r... 5/6/2015
Florida Building Code 0,1,,-, Page 2 of 4
Date Validated 10/30/2014
Date Pending FBC Approval
Date Approved 11/04/2014
Date Revised 03/20/2015
Summa of Products
FL# I Model,Number Description
or Name
1956.1 1 Elite Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 RIO C CAC Tamko Sery Conf FL 1956 2012.pdf
HVHZ:No FL1956 R10 C CAC UL certification 10-11-12.odf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2013
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 R10 II glass seal elite app inst aoril 10.pdf
Other:Asphalt shingles FL1956 R10 II glass seal elite app inst f april 10.1)df
shall be used only on roof F1,1956 R10 II TAMKO Glass-Seal Elite Glass-Seal(Frederick Joplin Tuscaloosa).pdf
slopes of 2:12 or greater. Verified By:Robert Nieminen 59166
Nails must be used as the Created by Independent Third Party:No
method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.2 Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 R10 C CAC Tamko Sery Conf FL 1956 2012.odf
HVHZ:No FL1956 RSO C CAC UL certification 10-11-12.odf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 RSO II glass seal elite app Inst april IO.ndf
Other:Asphalt shingles FL1956 R10 II TAMKO Glass-Seal Elite Glass-Seal(Frederick Joplin Tuscaloosa).Pdf
shall be used only on roof Verified By:Robert Nleminen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party: No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.3 1 Heritage A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 RSO C CAC Tamko Sery Conf FL 1956 2012.pdf
HVHZ:No FL1956 R10 C CAC UL certification 10-11-12pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 RSO II heritage app inst-sent 12,pdf
Other:Asphalt shingles FL1956 RSO II heritage app inst frederick.odf
shall be used only on roof Verified By:Robert J.M.Nieminen FL 59166
slopes of 2:12 or greater. Created by Independent Third Party: No
Nails must be used as the Evaluation Reports
method of attachment. 1 Created by Independent Third Party:
1956.4 Heritage A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 RSO C CAC FL1956 R9 C CAC UL certification 10-11-12 pdf
HVHZ:No FL1956 RIO C CAC UL inspection agreement.gdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:No Installation Instructions
Design Pressure:N/A FL1956 R10 II 69388 Heritage(Tuscaloosa)Application Instructions,pdf
Other:Asphalt shingles Verified By:UL LLC
shall be used only on roof Created by Independent Third Party:
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
1956.5 Heritage 30 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 R10 C CAC Tamko Sery Conf FL 1956 2012.ndf
HVHZ:No FL1956 RSO C CAC UL certification 10-11-12.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 RSO II heritage 30 app inst april 10.pdf
Other:Asphalt shingles FL1956 R10 II heritage 30 app Inst f april 10.pdf
shall be used only on roof Verified By:Robert Nleminen PE 59166t '
slopes of 2:12 or greater. Created by Independent Third Party: No I ._
. 16a
http://vmw.floridabuilding.org/pr/pr_app
_dtl.aspx?param=wGEVXQwtDqs%2fmGFoyT6r... 5/6/2015
Florida Building Code 07'.17e Page 3 of 4
r �
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.6 1 Heritage 50 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 RIO C CAC Tamko Sery Conf FL 1956 2012.pdf
HVHZ:No FL1956 R10 C CAC UL certification 10-11-12.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 R10 II heritage 50 app inst april 10.pdf
Other:Asphalt shingles FL1956 R10 II heritage 50 apo inst f april 10.pdf
shall be used only on roof Verified By:Robert Nieminen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party: No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.7 1 Heritage Premium A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 RI0 C CAC Tamko Sery Conf FL 1956 2012.1)df
HVHZ:No FL1956 RIO C CAC UL certification 10-11-12.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 R10 II heritage prem app inst.pdf
Other:Asphalt shingles FL1956 R10 II heritage prem app inst frederick.odf
shall be used only on roof Verified By:Robert Nieminen 59166
slopes of 2:12 or greater. Created by Independent Third Party:No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.8 Heritage Vintage A heavy weight dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 R10 C CAC FL1956 R9 C CAC Tamko Sere Conf FL 1956 2012.1)df
HVHZ:No FL1956 R10 C CAC UL shingle matrix.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 RIO II TAMKOO HeritageO Vintage Application Instructions.pd
Other:Asphalt shingles Verified By:Robert J. M.Nieminen PE 59166
shall be used only on roof Created by Independent Third Party: No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
1956.9 Heritage Vintage Hip and ridge shingles
12X12 Hip and
Ridge
Limits of Use Certification Agency Certificate
Approved for use in FL1956 RSO C CAC FL1956 R9 C CAC Tamko Sery Conf FL 1956 2012.pd
HVHZ:No FL1956 RSO C CAC UL shingle matrix.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 RIO II TAMKOO HeritageO 12 x 12 Hip and Ridge Application Instructions odf
Other:Asphalt shingles Verified By:Robert J. M.Nieminen PE 59166
shall be used only on roof Created by Independent Third Party: No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
1956.10 Heritage A dimensional asphalt shingle.
Woodgate
Limits of Use Certification Agency Certificate
Approved for use in FL1956 R10 C CAC Tamko Sery Conf FL 1956 2012 pdf
HVHZ:No FL1956 RIO C CAC UL certification 10-11-12.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 RSO II Woodgate app inst D Oct 11 pdf
Other:Asphalt shingles FL1956 R10 II Woodgate app inst F Oct 11.Pd
shall be used only on roof Verified By:Robert Nieminen 59166
slopes of 2:12 or greater. Created by Independent Third Party: No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.11 Herltage XL A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 R10 C CAC Tamko Sery Conf FL 1956 2012 pdf
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6r... 5/6/2015
Florida Building Code O "c Page 4 of 4
HVHZ:No FL1956 R10 C CAC UL certification 10-11-12.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 R10 II heritage A app inst d april 10.pdf
Other:Asphalt shingles FL1956 R10 II heritage A apo inst f april 10,pdf
shall be used only on roof Verified By:Robert Nieminen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party: No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.12 Hip and Ridge Hip and ridge shingles
Shingles
Limits of Use Certification Agency Certificate
Approved for use in FL1956 R10 C CAC Tamko Sery Conf FL 1956 2012.pdf
HVHZ:No FL1956 RSO C CAC UL certification 10-11-12.rdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 10/10/2015
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 R10 II 12 25 x 12 Hip Ridge Application Instructions.pdf
Other:Hip and Ridge FL1956 R10 II 12 x 12 Hip Ridge Application Instructions.pdf
shingles shall be used only FL1956 R10 II 12-1-4x12 HloRidae Sealant Dab Illustrations.Pd
on roof slopes of 2:12 or FL1956 R10 II 12x12 HipRidge Sealant Dab Illustrations.Pd
greater.Nails must be used Verified By:Robert Nieminen 59166
as the method of Created by Independent Third Party: No
attachment. Evaluation Reports
Created by Independent Third Party:
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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::Refund 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 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 emails 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 hese.
Product Approval Accepts:
RPWWAWLJ FeCi .,,v'.I
sccuritymn-i'cs,
FILL �' Opy
http://wi w.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2f nGFoyT6r... 5/6/2015
® Application instrociions for FORMERLY HERITAGE®30
TAMKO HRRITAW
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM
FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY
AFFECT COVERAGE UNDER THE LIMITED WARRANTY.SEE THE LIMITED WARRANTY FOR DETAILS.
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER.
IN COLD WEATHER(BELOW 40"F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPORTANT:It is not necessary to remove the plastic strip from the back of the shingles.
1.HOOF DECK &FASTENERS
These shingles are for application to roof decks consisting of WIND CAUTION: Extreme wind velocities can damage these
plywood or sheathing boards capable of receiving and retaining shingles after application when proper sealing of the shingles does
fasteners,and to inclines of not less than 2 in.per foot. For roofs not occur.This can especially be a problem if the shingles are
having pitches 2 in. per foot to less than 4 in. per foot, refer to applied in cooler months or in areas on the roof that do not receive
special instructions titled"Low Slope Application".For roofs having direct sunlight. These conditions may impede the sealing of the
pitches greater than 21 in.per foot,refer to special instructions titled adhesive strips on the shingles.The inability to seal down may be
"Mansard Roof or Steep Slope Roof". Shingles must be applied compounded by prolonged cold weather conditions and/or blowing
properly.TAMKO assumes no responsibility for leaks or defects dust.In these situations,hand sealing of the shingles is required.To
resulting from improper application,or failure to properly prepare insure immediate sealing,apply 4 quarter-sized dabs of TAM-PRO®
the surface to be roofed over. Premium SBS Adhesive or TAMKO Tam-Seal Adhesive on the back of
NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, the shingle 1 in.(25mm)and 13 in.(330mm)in from each side and 1
dry and free from warped surfaces.It recommended that metal in.(25mm)up from the bottom of the shingle.Press shingle firmly into
drip edges be installed at eaves and rakes. the adhesive.For maximum wind resistance along rakes,install any
TAMKO starter shingle including sealant or cement shingles to the
PLYWOOD:All plywood shall be exterior grade as defined by the underlayment and each other in a 4 in.(102mm)width of TAM-PRO
Engineered Wood Association.Plywood shall be a minimum of 3/8 SBSAdhesive orTAMKO Tam-Seal Adhesive.Caution:Apply ONLY a
in.thickness and applied in accordance with the recommendations thin uniform layer of adhesive less than 1/8 in.(3mm)thick.Excessive
of the Engineered Wood Association. amounts can cause blistering of the shingles and may soften the
SHEATHING BOARDS: Boards shall be well-seasoned tongue- asphalt in certain underlayments resulting in the asphalt flowing,
and-groove boards and not over 6 in.nominal width.Boards shall dripping and staining.Shingles must also be fastened according to
be a 1 in. nominal minimum thickness. Boards shall be properly the fastening instructions described below.
spaced and nailed. Correct placement of the fasteners is critical to the performance
of the shingle. If the fasteners are not placed as shown in the
8.VE MLATION diagram and described below,this will result in the termination of
Inadequate ventilation of attic spaces can cause accumulation of TAMKO's liabilities under the Limited Warranty.TAMKO will not be
moisture in winter months and a build up of heat in the summer. responsible for damage to shingles caused by winds in excess of
These conditions can lead to: the applicable mph as stated in the Limited Warranty.See Limited
1.Vapor Condensation Warranty for details.
FASTENING PATTERNS:Fasteners must be placed 6-1/8 in.from
2.Buckling of shingles due to deck movement. the bottom edge of the shingle, penetrating through the common
3.Rotting of wood members. bond,and located horizontally as follows:
4.Premature failure of roof. 1)Standard Fastening Pattern. (For use on decks with slopes 2
in.per foot to 21 in.per foot.)One fastener 1 in.from each end and
To insure adequate ventilation and circulation of air,place louvers one 13-1/2 in.from each end of the shingle for a total of 4 fasteners.
of sufficient size high in the gable ends and/or install continuous (See Standard Fastening Pattern illustrated below).
ridge and soffit vents. FHA minimum property standards require
one square foot of net free ventilation area to each 150 square feet STANDARD FASTENING PATTERN
of space to be vented,or one square foot per 300 square feet If a FASTENERS NAIL ZONE
vapor barrier is installed on the warm side of the ceiling or if at least JCOMMON
one half of the ventilation is provided nearthe ridge.If the ventilationBOND
openings are screened,the total area should be doubled. 6 1/ , n-
FEXXPOSURES-W
IT IS PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATE VENTILATION. VL► Ir- 12-11161 " -1"
_ (Continue
Central District 220 West 4th St., Joplin,MO 641 1 1 07/12
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 7 3 5
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko.Colm Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-886B 1
a (CONTINUED from page 1) FORMERLY HERITAGE®30
TAMKO HE RITAror
BUILDING PRODUCTS LAMINATED ASPBA6T SHINGLES
Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS
2) Mansard Fastening Pattern. (For use on decks with slopes CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE
greater than 21 in.per foot.)One fastener 1 in.from each end and NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING
one fastener 8-1/2 in.from each end and one fastener 16 in.from PATTERN DIAGRAMS.
each end for a total of 6 fasteners per shingle.(See Mansard and Properly Driven Improperly Driven
High Wind Fastening Pattern illustrated below.) underddven overdrNen arooked
MANSARD AND HIGH WIND FASTENING PATTERN I�—NPZZI ._seep
_ n9
FASTENERS NAIL ZONE d --Decidng
COMMON
E
BOND x ,r mry
EXPOSURE 5-5/8°
4.UNDERLAYMENT
If-l" UNDERLAYMENT: An underlayment must be applied over the
3) High Wind Fastening Pattern..(For High Wind.Application entire deck before the installation of TAMKO shingles.Failure to add
requirements)One fastener 1 in.from each end.One fastener 8-1/2 underlayment can cause premature failure of the shingles which is
in.from each end and one fastener 16 in.from each end for a total not covered by TAMKO's Limited Warranty.
of six(6)fasteners per shingle.In addition to this shingle fastening Products which are acceptable for use as underlayment are:
pattern requirement for High Wind Application,TAMKO also requires Asphalt Saturated Felt Underlayments:
the use of TAMKO starter shingles including sealant strip at eaves
and rakes. High Wind Application is offered on new construction • TAMKO No.15 Asphalt Saturated Organic Felt
or complete tear-off applications only. it is not offered for recover • Any TAMKO non-perforated asphalt saturated organic felt
applications.If.High Wind Appiication.requirementsare not followed, • A non-perforated asphalt saturated organic felt which meets
the High Wind Application Warranty MPH,as stated on Table I in ASTM:D226,Type I or II or ASTM D4869
the Limited Warranty, reverts to the Standard Application Wind Specialty Underlayments:
Warranty MPH limit.(See Mansard and High Wind Fastening Pattern . Tam-Shield®Synthetic Underlayment
illustrated above.) • TAMKO TW Metal and Tile Underlayment,TW Underlayment
NAIL S:TAMKO recommends the use ofnails asthe preferred method and Moisture Guard Plus® (additional ventilation may be
of application. Standard type roofing nails should be used. Nail required. Contact TAMKO's Technical Services Department
shanks should be made of minimum 12 gauge wire,and a minimum for more information.)
head diameter of 3/8 in.Nails should be long enough to penetrate For Asphalt Saturated Felt Underlayments:
3/4 in.into the roof deck.Where the deck is less than 3/4 in.thick, Apply the felt when the deck is dry.On roof decks with slopes
the nails should be long enough to penetrate completely through ter apply the felt parallel to the eaves
in.per foot and greater plywood decking and extend at least 1/8 in.through the roof deck. 4 4lappingeach course a the felt over the lower course at least
Drive nail head flush with the shingle surface.
2 in.Where ends join,lap the felt 4 in.If left exposed,the felt
may be adversely affected by moisture and weathering.Laying
p'°p1 °1{Ven ° °� rdd operly D1Ye of the felt and the shingle application must be done together.
3!S'min diemoter undoNdvan ovewrdriven crooked
A p,�it For All Other Specialty Underlayments:
Shingles On roof decks with slopes 4 in. per foot and greater apply
LwjDet11ng the underlayment parallel to the eaves in accordance
J_vc n Inw with underlayment written application instructions. The
sWgld,good peretretiorr, inodoquste too dem,ats inedequste underlayment should not be left exposed for a longer period of
endflushwithshinglesudece ponefmtion irdoshinglo enohersge time than is specified in the underlayments written application
instructions.The final roof covering must be installed before
STAPLES:If staples are used in the attaching process,follow the the structure is exposed to adverse weather conditions,such
above instructions for placement.All staples must be driven with as wind driven rain,high wind,hail,ice storms,etc.
pneumatic staplers.The staple must meet the following minimum In areas where ice builds up along the eaves or a back-up of water
dimensional requirements.Staples must be made from a minimum from frozen or clogged gutters is a potential problem,TAMKO's
16 gauge galvanized wire.Crown width must be at least 15/16 in. Moisture Guard Plus®, TW Metal and Tile Underlayment or TW
(staple crown width is measured outside the legs).Leg length should Underlayment (or any specialty eaves flashing product) may be
be a minimum of 1-1/4 in.for new construction and 1-1/2 in.for applied to eaves,rakes,ridges,valleys,around chimneys,skylights
reroofing thus allowing a minimum deck penetration of 3/4 in.The or dormers to help prevent water damage. Contact TAMKO's
crown of the staple must be parallel to the length of the shingle. Technical Services Department for more information.
The staple crown should be driven flush with the shingle surface.
Staples that are crooked,underdriven or overdriven are considered Substitute products as shingle underlayment should not be used.
improperly applied. DV,,,� •r
(Continued)
Central District 220 West 4th St., Joplin,MO 648011' 80, 6 07/12Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 �. 0 8-
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko:com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868
(CONTINUED from page 2) FORMERLY HERITAGE®30
1TAMK016HERITIRDW
BUI6DING PRODUCTS WLMINATBD ASPHALT SHINGLES
Dallas, TX • Frederick, MD • Joplin, MO * Phillipsburg, KS
S.APPLICATION INSTRUCTIONS The butt of the shingle should be aligned with the top edge of the
STARTER COURSE A starter course may consist ofTAMKO Shingle sawtooth of the underlying shingle for a 5-5/8 in. exposure (see
shingle application drawing illustrated on this panel
Starter,TAMKO 1 0-inch Starter or self-sealing 3-tab shingles.If self- When you
sealing 3-tab shingles are used, remove the exposed tab portion make your final cut at the roofs edge,flip any pieces that
t are 8 In.or
longer back onto the roof.These pieces can be worked in anywhere
and install with the factory applied adhesive adjacent to the eaves.
without creating zippers or color variations.
Attach the starter course with approved fasteners along aline parallel
to and 3 in.to 4 in.above the eaves edge.The starter course should NOTE:Do not align joints of shingle courses when working in cut
overhang both the eaves and rake edges 1/4 in.to 3/8 in. pieces.Joints should be no closer than 4 in.from one another.
1 Out your f1w course wninglo to make 29'and a 10 3B'
length.Cut a w.mnd shingle to make a 23'and
For mmdrrum wind reslNanm almg rakes,instal a 16 Sia length.
myTAMKO starter shlngleindt,aseaLent snip Underlayment D..k 1038' -
Eavefleshinga
underlaHnwd
Drip
edge \__________________________________________________
Fasteners
transits ledge
1 � ----�- R ��N appiicatlon xilh a lug length dJngk.
Start find strip with l2 shingle (tart.drips sit- ling taw F.atene. NP edge Then iay your 29',Z,16 3/a'and 103"'lengths.
removed,then fotow vdth rut overhang eaves adheshre p.sPianed located T Ia 4' As you ton sea.Meahinglee wdh Iwo cuts
Wr*Inadato oHwtvith Lha .rdrakea .long.avos Irom save edge make ay.courses.
fira.hnglo se. 1W103B' .take edge
qq
Continue working y..,my avow the of.When you mak.your
Y.final'A11
the mops edge,lip any pleces that..a'a Longa,
had(onto the roof.These piems can he worked in anywhere WIfimt
creating rippersor tole variations
SHINGLE APPLICATION: Start the first course with a full size NOTE Do not sago lohda,of shingle couraos when warking In
cut pieeew.Jaime should he no dower than 4'froan one another.
shingle and overhang the rake edge 1/4 in.Cut 10-3/8 in.from a
full shingle to form a shingle 29 in.long.Use this to start the second
course(see diagram below).Cut a 23 in.long shingle to start the B.LOW SLOPS APPLICATION
third course.Use the remaining 16-3/8 in.piece of shingle to start On pitches 2 in. per foot to 4 in.per foot cover the deck with two
the fourth course and use the remaining 10-3/8 in. piece to begin layers of underlayment. Begin by applying the underlayment in a
the fifth course.Continue up the rake in as many rows as necessary 1/2-sheet width along the eaves and overhanging the drip edge
using the same formula as outlined above. by 1/4 to 3/4 in.Place a full-sheet width over the 1/2-sheet width
starter piece,completely overlapping it.All succeeding courses will
be positioned to overlap the preceding course by 1/2-sheet width.If
winter temperatures average 25a17 or less,thoroughly cement the laps
of the entire underlayment to each other with TAM-PRO or TAMKO
Plastic Roof Cement from eaves and rakes to a point of a least 24 in.
inside the interior wall line of the building.As an alternative,TAMKO's
Moisture Guard Plus®self-adhering waterproofing underlayment may
be used in lieu of the cemented felts.
repeat 16-3/81 t1�3/s° 7°MANSARD ROOF OR STEEP SLOPS ROOF
23 If the slope exceeds 21 in, per foot(601, each shingle must be
29 ` sealed with TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive
r Lfe Full tt;�1s° 23° immediately upon installation.Quarter-sized dabs of cement must
p6-3/8"
/8° be applied to shingles with a 5-5/8 in.exposure,use 6 fasteners per
shingle.See Section 3 for the Mansard Fastening Pattern.
sth eottrse
z3° 78.9/8"
4th course
aid course3°2nd course29°
29"
tat course Full to-318°
�_eave-O�
ft' in FiV (Continued)
'2Central District 220 West 4th St., Joplin,MO 648 0 1- 07/12Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 2 70, 5
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
talmko.eom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 3
j
MTAaa (CONTINUED from page 3) FORMERLY HERITAGE®30
MKOHERITAGE
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS
0.RE-ROOFING 9.VALLEY APPLICATION
Before re-roofing,be certain to inspect the roof decks.All plywood shall Over the shingle underlayment,center a minimum 36 in.wide sheet
meet the requirements listed in Section 1. of Moisture Guard Plus®or a minimum 50 Ib.roll roofing in the valley.
Nail down or remove curled or broken shingles from the existing roof. Nail the underlayment only where necessary to hold it in place and
Replace all missing shingles with new ones to provide a smooth base. then only nail the outside edges.
Shinglesthat are buckled usually indicate warped decking or protruding . IMPORTANT:-PRIOR TO INSTALLATION WARM-SHINGLES TO
nails.Hammer down all protruding nails or remove them and refasten PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
in a new location.Remove all drip edge metal and replace with new. SHINGLES TO FORM VALLEY.
K re-roofing over an existing roof where new flashing is required to
protect against ice dams(freeze/thaw cycle of water and/orthe backup After valley flashing is in place:
of water in frozen or clogged gutters),remove the old roofing to a point e Apply the first course of shingles along the eaves of one of the
at least 24 in.beyond the interior wall line and apply TAMKO's Moisture intersecting roof planes and across the valley.
Guard Plus®waterproofing underlayment.Contact TAMKO's Technical
Services Department for more information. Note:For proper flow of water over the trimmed shingle,always
Measurements will vary when nesting over an existing 5 in.exposure start applying the shingles on the roof plane that has the lower
single roof:Call TAMKO Technical Services for further information. slope or less height.
The nesting procedure described below is the preferred method for • Extend the end shingle at least 12 in.onto the adjoining roof.
reroofing over existing metric size shingles with a 5-5/8 in.exposure. Apply succeeding courses in the same manner,extending them
See description below: across the valley and onto the adjoining roof.
Starter Course:Remove the tabs and an additional portion from the • Press the shingles tightly into the valley.
head of a full size shingle so that its height is equal to the exposure of a Use normal shingle fastening methods.
the existing shingles.Position the resulting strip over the existing roof
edge(with the factory-applied adhesive strip along the eaves). Cut Note:No fastener should be within 6 in.of the valley centerline,
approximately6 in.from the rake end and applythe remaining portion at and two fasteners should be placed at the end of each shingle
the eaves.Continue the starterstrip by applying full length shingle strips crossing the valley.
cut to height as above,evenly along the existing roof at the eaves.The . To the adjoining roof plane,apply one row of shingles vertically
existing roof should overhang the eaves far enough to cavy water facing the valley and 2 in.back from the valley centerline.
off into the gutter.If this is not the case,cut and apply the starter
strip so that ftwdlprovide sufficient overhang for proper drainage. Note: For a neater installation, snap a chalkline over the
First Course:Remove an amount from the butt edge of a full-size shingle shingles for guidance.
so that the remaining portion of the shingle fits between the butts of the To complete the valley, apply shingles on the adjoining roof
existing third course.This course must also be applied evenly along the plane by positioning the tip of the first shingle of each row at
eaves edge of the new starter strip. the 2 in.point from the centerline where the edge of the vertical
shingle has been applied,covering the vertical shingle.
Existing shingles
5 5/8' Valley centerline
131/4° Minimum 36'wide sheet
of Moisture Guard Plus
1 /4" �' or 50 Ib.or heavier
Extra nal in
/4�! roll roofing and of shingle
Extend end shingle
12'.18'beyond
valley centerline
Drip edge
jDrip edge Undedaymenl �� No fasteners within
New shingles W of centedine
5 5/8' 5 5/8'exposure
exposure
Second and Succeedin Courses:Remove 10-3/8 in.from the rake Place tlp of shingle on the ad a or
g Place
shingle,2 inches hack
end of the first shingle In the second course, and continue with full from valley centedine and covering
width shingles for the remainder of the course,placing the top edge of the vertical shingle.
each new shingle against the butt edge of the old shingle in the course
above.This method should create an exposure of 5-5/8 in.after the first FOR ALTERNATE VALLEY APPL CAT 9 DS, PLEASE
course.When beginning the succeeding courses continue to follow the CONTACT TAM E IC R' ARTMENT AT
Heritage application instructions.(See section 5). 800-641-4691. .1-
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 t 400- 41-4691 07/12
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko:eom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 4
® (CONTINUED from page 4) FORMERLY HERITAGE®30
T�iMKO HERITAGIr
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX • Frederick, MD • Joplin, MO Phillipsburg, KS
I&MP AND RIDES FASTENING BETA116
Apply the shingles with a 5 in.exposure beginning at the bottom
of the hip or from the end of the ridge opposite the direction of the
prevailing winds.Secure each shingle with one fastener on each side,
5-1/2 in.back from the exposed end and 1 in.up from the edge.
TAMKO recommends the use of TAMKO Hip &Ridge shingle
products.Where matching colors are available,it is acceptable to
use TAMKO's Elite Glass-Seal shingles cut down to 12 in.pieces.
Fasteners should be 1/4 in.longer than the one used for shingles
IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE
TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
BENDING SHINGLE IN COLD WEATHER.
Direction of prevailing wind
Start 5°exposure
here— i"
Fastener
' bl `5F.
' 'I Start
here 5"exposure
THESE ARE THE MANUFACTURER'S APPLICATION
INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES
NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING
DEFECTS RESULTING FROM FAILURE TO FOLLOW THE
MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW
THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE
UNDER THE LIMITED WARRANTY. SEE THE LIMITED
WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS
REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE
CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT
800-641-4691.
TAMKOO,Moisture Guard Plus®,Tam-Shield®,TAM-PRO®and Heritage®are registered
trademarks of TAMKO Building Products,Inc.
Information included in these application instructions was current at time of printing.
To obtain a copy of the most current version of these application instructions,visit us online
at tamko.com or call us at 800-641-0891.
i
Central District 220 West 4th St., Joplin,MO 6480 16 6 BUM 07/12Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 86- 055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 5
MIAWmm Its AMI-DADE COUNTY,FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 'FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
Soprema,Inc.
1688 Jean-Berchmans-Michaud
Drummondville,Quebec J2C OC2 Canada
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division(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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade
County Product Control Division 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: Soprema and Resisto Underlayment Products
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 No.09-0407.11 and consists of pages, - 0 5.
The submitted documentation was reviewed by Alex Tigera.
n c opo.: 10-0419.02
Expiration Date: 09/29/15
JAPPROVEDtMu �ecout_ Approval Date: 08/18/10
Pagel of 5
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Category: Underlayment
Materiah SBS
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
Lastobond Shield' 36"x 75'rolls ASTM D1970 SBS self-adhereing asphalt sheet material for use
or as an underlayment for Ice Dam Protection in
45"x 75'rolls sloped roof assemblies. **Available as
Lastobond Shield 36 and Lastobond Shiled 45
for the 36"wide and 45"wide rolls.
Lastobond Pro HT-N 36"x 65'rolls ASTM D1970 SBS self-adhering asphalt sheet material for use
as an underlayment for Ice Dam Protection in
sloped roof assemblies.
Lastobond Shield HT 36"x 75' rolls ASTM D1970 SBS self-adhering asphalt sheet material for use
as an underlayment for Ice Dam Protection in
sloped roof assemblies.
Lastobond Pro HT-S 36"x 65'rolls ASTM D1970 SBS self-adhering asphalt sheet material for use
as an underlayment for Ice Dam Protection in
sloped roof assemblies.
Lastobond TU 36"x 65'rolls TAS 103 SBS self-adhering asphalt sheet with a non-
woven polyester fabric top surface for use as an
underlayment for file roofs.
Lastobong 195 36"x 75'rolls ASTM D1970 A 63-mil, self-adhering glass fleece reinforced,
SBS modified bitumen roofing underlayment.
Resisto Econo 36"x 75rolls ASTM D1970 A 47-mil,self-adhering glass fleece reinforced,
SBS modified bitumen roofing underlayment.
Lastobond 367x 75'rolls ASTM D1970 A 63-mil,self-adhering glass fleece reinforced,
SBS modified bitumen roofing underlayment.
Lastobond ECO 36"x 75'rolls ASTM D1970 A 47-mil,self-adhering glass fleece reinforced,
SBS modified bitumen roofing underlayment.
MANUFACTURING LOCATION:
1. Drummondville,Quebec(Canada)
ILE COPY
r
i
NOA No.: 10-0419.02
Expiration Date: 09/29/15
� D;coup Approval Date: 08/18/10-
Page 2 of 5
EVIDENCE SUBmrrTED:
Test Agency Test Identifier Test Name/Report Date
Exterior Research&Design,LLC 2968.05.04-2 ASTM D1970 05/17/04
Underwriters Laboratories,Inc. R21824 Follow Up Service 08/31/05
Trinity I ERD S7120.11.07-2 TAS 103 11/02/07
S13190.02.09-R1 ASTM D4798/ASTM D1970 '04/01110
S31370.03.10-1-RI ASTM D 1970 04/07/10
F o.: 0-0419.02
MIAMI•W�DECOUNT? II'm_ E a ate. 09/29/15
Approval Date: 08/18/10
Page 3 of 5
APPROVED ASSEMBLIES:
Deck Type 1: Wood,non-insulated,new construction
Deck Description: 19/32"or greater plywood or wood plank
System E(1): Base sheet mechanically fastened,membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"
side lap and a 6"end lap mechanically fastened to deck with approved nails and tin
caps 6"o.c.at the laps and two staggered rows 12"o.c.the field of the roll.
Membrane: One ply of Lastobond Shield,Lastobond Pro HT-N,Lastobond Shield HT,
Lastobond Pro HT-S,Lastobond TU,Lastobond 195,Lastobond,Lastobond ECO, ..
or Resisto Econo with minimum 3-inch side.laps and 6-inch end laps. Starting at
the first course,parallel to the eave,align the membrane carefully by completely
unrolling and setting it exactly where it will be installed. Once aligned,rewind
one half of the length. Gently score the release paper on the high side of this roll,
ensuring not to cut through the membrane's thickness. Unroll this first half by
evenly peeling back the release paper while simultaneously and slowly pushing out
the membrane. Repeat process for remaining one half of the length. Once
installed,the membrane must be pressure rolled with a metal or rubber roller.
Pressure shall be applied over the entire surface,paying particular attention to all
side and end laps.
Surfacing: Approved for Mechanically Fastened Metal Roofing,Wood Shake&Shingles,
Asphalt Shingles, Slate, Simulated Slate.
Deck Type 1: Wood,non-insulated,new construction
Deck Description: 19/32"or greater plywood or wood plank
System E(2): Base sheet mechanically fastened,membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"
side lap and a 6"end lap mechanically fastened to deck with approved nails and
tin caps 6"o.c.at the laps and two staggered rows 12"o.c.the field of the roll.
Membrane: One ply of Lastobond TU with minimum 3-inch side laps and 6-inch end laps.
Starting at the first course,parallel to the eave,align the membrane carefully by
completely unrolling and setting it exactly where it will be installed. Once
aligned,rewind one half of the length. Gently score the release paper on the high
side of this roll,ensuring not to cut through the membrane's thickness. Unroll this
first half by evenly peeling back the release paper while simultaneously and
slowly pushing out the membrane. Repeat process for remaining one half of the
length. Once installed,the membrane must be pressure rolled with a metal or
rubber roller. Pressure shall be applied over the entire surface,paying particular
attention to all side and end laps.
The Lastobond TU shall be back nailed to deck with approved.annular ring shank
nails and tin caps at a maximum 12"o.c.at the side laps and 6"o.c.at the end
laps. No nails or tin caps shall be exposed. NM
Surfacing: Approved for Mechanically Fastened Cement or Clad f ,r _S.
4
0'
4 .02
rwuq�aoecauwrr Expiration D.e. 09/ /15
Approval Date: 08/18/10
Page 4 of 5
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with the
applicable building code. Lastobond Shield, Lastobond Pro HT-N; Lastobond Shield HT;Lastobond Pro HT-S,
Lastobond TU, Lastobond 195, Lastobond, Lastobond ECO, or Resisto Econo shall be installed in strict
compliance with the applicable building code.
3. Lastobond Shield, Lastobond Pro HT-N, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU, Lastobond
195,Lastobond, Lastobond ECO, or Resisto Econo shall be applied to a smooth, clean and dry surface,,free from
irregularities. 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. When a smooth,clean and/or dry surface cannot be
obtained,the substrate shall be primed with Elastocol Stick prior to application.
4. Lastobond Shield, Lastobond Pro HT-N, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU, Lastobond
195, Lastobond, Lastobond ECO, or Resisto Econo shall not be applied over an existing roof membrane as a
recover system but may be applied over a roofing Base/Anchor sheet underlayment.
5. Lastobond Shield, Lastobond Pro HT-N, Lastobond TU, Lastobond 195, Lastobond, Lastobond ECO, or Resisto
Econo shall not be left exposed as a temporary roof for longer than 30 days.
6. Lastobond Shield HT and Lastobond Pro HT-S shall not be left exposed as a temporary roof for longer than 90
days.
7. Lastobond Shield, Lastobond Pro HT-N, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU, Lastobond
195, Lastobond, Lastobond ECO, or Resisto Econo may be used with any approved roof covering listing
Lastobond Shield, Lastobond Pro HT-N, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU, Lastobond
195, Lastobond,Lastobond ECO, or Resisto Econo-within the Product Approval. If Lastobond Shield,Lastobond
Pro HT-N, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU, Lastobond 195, Lastobond, Lastobond
ECO, or Resisto Econo is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami-Dade County Product Control Department for approval based on the necessary documentation to detail
compatibility of the products,wind uplift resistance and fire resistance results.
8. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane
from the center outward in both directions. For ridge applications, center the membrane and roll from the center
outwards in both directions.
9. Membrane shall be applied to protrusions,slope changes,valley, curb,and other roof top penetration details before
any other sections of the roof.
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 913-72 of the Florida Administrative Code.
11. Tiles must be staged onto Lastobond TU not to exceed 10-high,to the standard maximum roof pitch of 5:12 for flat
tiles and 6:12 for lugged tiles. At roof slopes greater than the preceding limitations all tiles shall be loaded onto a
nominal 1"x 2"horizontal batten to prevent slippage.
12. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and
the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product
Control Seal as shown below.
MOAMFQADE COUNTY
—JAPPROVED
END OF THIS ACCEPTARE
COPY0419.02 .
Mu►r+i�aoE camrr Expiration Date: 09/29/15
1APPRO , Approval Date: 08/18/10
Page 5 of 5
Florida Building Code Online https://www.floiidabuilding.org/pr/pr app tl.aspx?param=wGEVX...
�,. lit
Horda Departmentq BCIS Home Log In User Registration Hot Topics Submt Surcharge Stats&Facts i Pubtcatbns FBC Staff BCIS Ste Map I Wks Search
Busines (>>
i 'i° Product Approval
Professi nal lT; IUSER:PubtcUser
Regulation
Product Approval Menu>Product or AooAcatbn Search>Application U9>Application Detail
f ,
FL# FL10497-113
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Mule-Hide Products Co.,Inc.
Address/Phone/Email 1195 Prince Hall Dr
Beloit,WI 53511-5481
(608)365-3111 Ext 809
lindareith@trinityerd.com
Authorized Signature Timothy McFarland
lindareith@trinityerd.com
Technical Representative Tim McFarland
Address/Phone/Email 1195 Prince Hall Dr
Suite A
Beloit,WI 535115481
(608)365-3111
tim.mcfarland@mulehide.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/27/2016
Validated By ]ohn W.Knezevich,PE
Validation Checklist-Hardcopy Received
r,
Certificate of Independence FL10497 R3 COI 2015 01 C01 Nieminen.pdf
Referenced Standard and Year(of Standard) Standard COP212
ASTM D6163
ASTM D6164
ASTM D6222 FILE FM 4470
FM 4474 2004
1 of 2 6/15/2015 8:45 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr�_app_Ad.aspx?param=wGEVX.
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/25/2015
Date Validated 02/26/2015
Date Pending FBC Approval 03/02/2015
Date Approved 04/15/2015
Date Revised 04/22/2015
Summary of Products
FL# Model,Number or Name Description
10497.1 Mule-Hide SBS and APP Modified Self-adhering modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10497 R3 II 2015 02 FINAL Al ER MULE-
Approved for use outside HVHZ:Yes HIDE FL10497-R3.odf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-480 Created by Independent Third Party:Yes
Other:1.)The design pressure in this application relates to Evaluation Reports
one particular assembly over concrete deck. Refer to the ER FL10497 R3 AE 2015 02 FINAL ER MULE-
Appendix for other systems and deck types. 2.)Refer to ER, HIDE FL10497-R3.Ddf
Section 5 for other Limits of Use. Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyrlaht 2007-2013 State of Florida.::Pm?y Statement::AccesslbNty Statement::Refund Statement
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APPENDIX L ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE _
Table Deck Application Type Description Page
SA-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Banded Insulation,Bonded Roof Cover 4
1A-2 Wood New,Reroof(Fear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
1B Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Meth.Attached Base Sheet,Bonded Roof Cover 5
g1O4 r..Wood---j;Ne_w,or,Reroofi(TeaF:Off►�._ E "`Non 1nsulaied.MecfFAttacKedBases_eetl nails):Ronk-Roo-o--r - -
SD-2 WoR— New,Reroof(Tear-Off)or Recover E - Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover J 6
SE Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 6
2A Steel or Conc. New,Reroof(Tear-Off)or Recover C Meth.Attached Insulation,Bonded Roof Cover 7
2B Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Banded Roof Cover 7
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 8-9
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 10
38 Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 10
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 11
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Banded insulation,Bonded Roof Cover 12
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 12
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 13
6A Gypsum New or Reroof(Tear-Off) A-1 Banded Insulation,Bonded Roof Cover 14
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 15
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
Y Wood: Minimum 0.75-Inch penetration.
Y Steel: Minimum 0.75-Inch penetration and engage the tap flute of the steel deck.
Y Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted,Insulation may be any one layer or combination of polylsocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-Inch thick lightweight Insulating concrete may be substituted for rigid Insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be In accordance with FBC requirements to the satisfaction of the AHI.Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5. Unless otherwise noted,insulation adhesive application rates are as follows.Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
Y HA(HA): Full coverage at 25-30 lbs/square.
Y Dow Into-Stik Roofing Adhesive(D45): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
Y Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
Y OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where O"Dnd 500 is
referenced.
Exterior Research and Design,U.C.d/b/a Tdnity(ERD Evaluation Report M100DO.03.08-R3 for FLtD497-R3
Certificate of Authorization#9503 Revision 3:021241201S
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 1 of 15
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\IJTRIi\IIW I ERD
OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
t 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
Y Note:When multiple layers(s)of Insulatlon and/or coverhoord are Installed In ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-loyer a distance of one-half the ribbon spacing.
➢Note:The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted,all Insulations are flat stack or taper board of the minimum thickness noted.Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to increase'the MOP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then
the thinner board listed below may be used as a drop-In for the equivalent thicker material listed In the table:
➢Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-Inch thick Multi-Max FA-3)
➢OMG OlyBond 500(08500): MDP -187.5 psi (Min.O.5-Inch thick ISO 95+GL)
➢OMG Olygond 500(011500): MOP -315.0 psf (Min.0.S4nch thick ENRGY 3)
Y OMG OlyBond 500(OBS00): MDP 487.5 psf (Min.O.5-Inch thick ACFoam II,Poly ISO 2)
➢3M CR-20: MDP -117.5 psf (Min.1.0-Inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded Insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk`carry the limitations set forth In Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully banded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted.
10. For mechanically attached components over existing decks,fasteners shall be tested In the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system.Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction ofthe AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPOS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D,the Insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations.For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi.In all cases,the minimum top-coat thickness is 2-inches.For LWIC overstructural concrete,
reference is made to FBC Section 1917.4.1,Paint 1.
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE I:MULE-HIDE ROOF COVERS
Reference Layer Material Application
SBS-SA Base SA Base Sheet(1.5 mm),SA Base Sheet(FR)(1.5 mm),SA Base Sheet 6163,SA Base Sheet 6163(FR)
Self-Adhering
(SBS,Self-Adhering) Cap SA-585 Cap Sheet,SA-SBS Cap Sheet(FR),SA-58S KoolCap,SA-SBS KoolCap(FR)
APP SA Cap SA-APP Cap Sheet,SA-APP Cap Sheet(FR),SA-APP KoolCap,SA-APP KoolCap(FR),SA-APP PF30 KoolCap Self-Adhering
(APP,Self-Adhering)
Exterior Research and Design,LLC d/b/a Trinity)ERD Evaluation Report M10000.03.08-R3 for FL10497-113
Certificate of Authorization 519503 Revision 3:02/24/2015
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 2 of 15
�JTRINITYJERD
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect an the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
Y Mule-Hide 111 Non-Fibrated Roof Coating;
Y Mule-Hide 102 Fibrated Roof Coating;
Y Mule-Hide 416 Standard Non-Flbrated Aluminum Roof Coating;
Y Mule-Hide 406 Standard Fibrated Aluminum Roof Coating;
Y Mule-Hide 311 Emulsion Non-Fibrated;
Y Mule-Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
Y Mule-Hide 401 Premium Fibrated Aluminum Roof Coating.
16. The following represent priming requirements for gypsum-based coverboards:
Y Dens Deck and Dens Deck Prime shall be field-primed with Mule-Hide 121 prior to self-adhering or torch-applied membrane application.No priming is required for hot-asphalt membrane applications.
Y SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. "MDP"=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 loads.
Exterior Research and Design,LLC,d/b/a Trinity)ERD Evaluation Report M30000.03.00-R3 for FL10497-R3
Certificate of Authorization#9503 Revision 3:02/24/2015
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 3 of 1S
riT?PRJN1TY ERD
TABLE IA-1:WOOD DECKS—NEW CONSTRUCTION oil REROOF(TEAR-OFF) '
SYSTEMTYPEA-2:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP
No. (See Note 1) Type Fasten Attach Type Attach Type Attach Base Ply Cap (ps"
Poyglass G2 Base, 32 ga.,1.5/8- B-Inch c.c.In 4-inch
CenainTeed Glasbase, Min.0.25-inch Dens Deck, (Optional)
inch diameter tin lap and 8-inch o.c (optional)FBC
Min.19/32- Firestone MB Base,1M Dens Deck Prime, ) SBS-SA,
W-1 Inch plywood Perma-Ply 28,Tamko caps with 11 ga. in three,equally Approved,ASTM HA SECUROCK Gypsum-Fiber HA SBS-SA One or more APP SA -60.0
Glass Base,GAFGLAS annular ring spaced,staggered 03289 poylso Roof Board SBS-SA
H75 shank nails center rows
Min.2-inch WS,08500,
32 ga.,1-5/8- 6-inch c.c.in 4-inch ACFoam ll,Pay CR-20,M. D-I5,
Inch diameter tin lap and 6-inch o.c. 1502,ACFoam (Optional)
Mih plywood
OSFA,atop (Optional)Additional layers OB500, SBS-50.
W 2 Inch plywood Naii Base,Nail Base P caps with 12 ga. in four,equallystaggered
III, 1,H-hl Poly fastener of base insulation CR-20, SBS-SA One or more APP SA -60.0•
annular ring spaced,staggered 1501,H-Shield SBS-SA
shank nabs center rows CG,Multi-Max rows,7-inch M-OSFA
FA3,ENRGY-3 O.C.
TABLEIA-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE A-2:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover
No. (See Note 1) Type Fasten Attach Type Attach Type Attach Base Py Cap MDP(Dsfl
12-inch a.c.in 4-
Inch lap and 12- (Optional)FBC (Optional)
OMG Flat Bottom Min.015-inch Dens Deck,Dens
Min.19/32- Nail Base,Nail Inch o.c.In two, Approved,ASTM One or SBS-SA,
W-3 inch Plates(square) HA Deck Prime,SECUROCK Gypsum- HA SBS-SA -60.0
plywood Base with Roafgrip p12 eaggered cent polylsC1289-cyano Fiber Roof Board more SBS- APP-SA
staggered center polylso-cyanutype 11rate SA
rows
Exterior Research and Design,U.C.d/b/a Trinityl ERD Evaluation Report M100D0.03.08-113 for FL10497-R3
Certificate of Authorization 89503 Revision 3:02/24/2015
Prepared by:Robert Nleminen,PE-59166
Appendix 1,Page 4 of 15
TRINITY ERD
TABLEI6:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)oRRECOVER
SYSTEMTYPEC:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck(See Top Insulation layer Roof Cover
No. Note 1) Base insulation Layer MDP(cast)
Type Fasten Attach Base Ply Cap
(Optional(One or more Dekfast Gahralume Steel Hex
Min.19/32- Min.1.5-Inch ENRGY 3,H-Shleld,Poly with Dekfast#12 DP or Mule- 1 per (Optional)One or more
W-4Min.
plywood loyose laid mmhination, ISO 1,Polytherm Hide 3°Insulation Plate with 1.33 It' SBSSA SBS-SA SBS-SA,APP-SA -02.5
Mule-Hide Drill Paint Fastener
TABLES.WOOD DECKS—NEW CONSTRUCTION,RER00F(TEAR-OFF)oRRECOVER
SYSTEM TYPED:PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Insulation layers) Base Sheet Roof Cover
No. Note 1) MDP(pSO
Type Attach Base Fasten Attach Ply Cap
One or more Dekfast Hex with Dekfast#14 or 12-inch a.c.in 4-inch lap and 12-
layers,any Prelim. AP-SA,
W-5 layers,any Nail Base,Nail Base P Mule-Hide 3"Insulation Plate with Inch o.c.In two,equally spaced, One or more SBS-SA -52.5•
Inch plywood combination Attached Mule-Hide HDP Fastener staggered center rows APP-SA
One or more 12-Inch o.c.In 4-Inch lap and 12-
Min.19132- Attached with Roofri #12 Prelim. OMG Flat Bottom Plates(square) S05-SA,
W-fi layers,any Nail Base,Nail Base P Inch a.c.In two,equally spaced, One or more SEIS-SA -60.0•
Inch plywood combination gp staggered center rows APP-SA
TABLE 1D-1:WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF)
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover MDP(cast)
No. Note 1) Base Fasten Attach Ply Cap
Min.15/32- Original Simplex Cap Nils(1-lnrh metalhead -) ,6in------ata inch lap and6lncf o -four- tI>- 7
W-7 inch ptywood rNail'Base Nail Base P. �drameter 1]gategezmR .TsZin i,brrg annular. a call
r } IOptionat)°SB5=5A (SBS=-SA;?AP.�ti4A,1 `-
roov_edshankln,- q YSP d staBReted csntej ror
9 .
W-8 Min.19/32- Nail Base,Nail Base P 32 ga.,1-5/8-inch diameter tin caps with 11 ga. 0-inch o.c in 4-inch lap and 0-inch o.c.in
inch plywood annular ring shank nails three,equally spaced,staggered center rows iOptionaq SBS•SA 505-SA,APP-SA -60.0
W 9
Min.19/32- Nail Base,Nail Base P 32 ga.,1-5/6-inch diameter tin caps with 11 ga. 4-inch o.c in 4-inch lap and 4-inch o.c.in four, (Optional)585-SA SBS-SA,APP-SA -97.5
inch plywood annular ring shank nails. equally spaced,staggered center rows
32 ga.,1-5/&inch diameter tin caps with 11 ga. (Optional)SA Base Sheet
nch plywood W-10 Min. ywood Nag Base,Nail Base P annular ring shank nails.Note:Tin caps are to be 6-inch o.c.in 4-Inch lap and 6-inch a.c in four, 6163,SA Base Sheet 6163 SBS-SA,APP-SA -112.5
iprimed with Mule-Hide 121 or ASTM D41 primer, equally spaced,staggered center rows (FR)
Exterior Research and Design,LLL.d/b/a Trinity(ERD Evaluation Report M10000.03.08-113 for FL10497-113
Certificate of Authorization#9503 Revision 3:02/24/2015
Prepared by:Robert Nleminen,PE-59166 Appendix 1,Page 5 of 15
C0. P
q-TRINITYIERD
TABLE 113.2:WOOD DECKS—NEW CONSTRUCTION,REROOF frEAR-OFF)oR RECOvER
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover
MDP(psf)
No. Note 1)
Base Fasten Attach Pty Cap
W-11 Min.19/32- Nail Base,Nall Base P Dekfast Hex with Dekfast 1114 or Mule-Hide 3" 12-Inch o.c.in 4-Inch lap and 12-Inch o.c In One ormore 5BS-SA SBS-SA,APP-SA -52.5•
Inch plywood Insulation Plate with Mule-Hide HDP Fastener two,equally spaced,staggered center rows
W-12 Min'18/32 Nail Base,Nail Base P OMG Hat Bottom Plates(square)with Roofgrip 12-Inch o.c.in 4-inch lap and 12-Inch o.c in One or more SBS-SA SBS-SA,APP-SA
Inch plywood #12 two,equally spaced,staggered center rows
TABLEIF:WOOD DECKS—NEW CONSTRUCTION oRREROOF(TFAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Primer Roof Cover
No. Note l) Joint Treatment Base Ply Cap MDP(psf)
W-13 Min.15/32- (Optional)Mule-Hide 121 None SBS-SA (Optional)SBS-SA SBS-SA,APP-SA -90.0
Inch plywood
Min.15/32- Plywood joints are covered with flinch wide strips of SA Base Sheet 6163,rolled SA Base Sheet(1.5
W14 inch 1 (Optional)Mule-Hide 121 mm),SA Base Sheet (Optional)SBS-SA SBS-SA,APP-SA -97.5
plywood into place to create continuous bond. (FR)(1.5 mm)
Min. (Optional) Plywood Joints are covered with 4-Inch wide strips of SA Base Sheet 6163,rolled `SA Base Sheet 6163,
W-IS inch plywood (Optional)MulrHide 121 Into plate[o create continuous band. SA Base Sheet 6163 (Optional)SBS-SA SBS-SA,APP-SA -135.0
(FR)
Exterior Research and Design,LLC d/b/a Trinity)ERD Evaluation Report M30000.03.08-113 for FL10497-R3
Certificate of Authorization 09503 Revision 3:02/24/2015
Prepared by:Robert Nleminen,PE-59166
Appendix 1,Page 6 of 15
Florida Building Code Page 1 of 2
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Product Approval Menu>Product or Application Search>Application List>Application Detail
- FL# FL17084-RO
Application Type New
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer RESISTO,a division of Soprema,Inc.
Address/Phone/Email 1675 rue Haggarty
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memathieu @so prema.ca
Authorized Signature Marc Mathieu
memath ieu@soprema.ca
Technical Representative Marc Mathieu
Address/Phone/Email 1675 rue Haggarty
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memathieu@soprema.ca
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect censed
Florida Professional Engineer
C's Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen + '
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/29/2017
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL17084 RO COI 2014 04 COI Nieminen.odf
x
w
Referenced Standard and Year(of Standard) Standard Year _
ASTM D6163 2000
FM 4470 1992
FM 4474 2004 � 5`��£�
Equivalence of Product Standards
Certified By
Sections from the Code
h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDov2aBQpHpQQ... 5/20/2015
Florida Building Code On' Page 2 of 2
i�
Product Approval Method Method 1 Option D
Date Submitted 06/20/2014
Date Validated 06/24/2014
Date Pending FBC Approval 06/29/2014
Date Approved 08/25/2014
Date Revised 03/30/2015
Summary of Products
FL* Model,Number or Name Description
17084.1 RESISTO Modified Bitumen SBS modified bitumen roof systems
Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17084 RO II 2014 06 FINAL Al ER RESISTO MODBIT FL17084.odf
Approved for use outside HVHZ:Yes Verified By: Robert Nieminen PE-59166
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-45 Evaluation Reports
Other:1.)The design pressure noted herein FL17084 RO AE 2014 06 FINAL ER RESISTO MODBIT FL17084,odf
pertains to one assembly.Refer to ER Appendix Created by Independent Third Party:Yes
for all assemblies and maximum design
pressures. 2.)Refer to ER Section 5 for Limits
of Use.
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they have one.The emails 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 here.
Product Approval Accepts:
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