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HomeMy WebLinkAboutProduct Approval s' Florida Building Code Online Page 1 of 2 /YIG. `.ei 11 ItE 4ki .� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats @ Facts Publications FBC Staff BCIS Site Map Links Search Flnnci� __ 'peI Product Approval (�� USER:Public User Product Approval Menu>Product or Application Search>Application I wl>Application Detail FL# FL18355 R3 `` U Application Type Revision D Code Version 2014 Application Status Validated Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FLIS355 R3 COI TBP15001 3 FBC 2014 Product Evaluation Report Shinoles.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code littps:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83... 5/10/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method I Option D Date Submitted 05/09/2017 Date Validated 05/10/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Limits of Use Vintage Hip and Ridge Shingles Installation instructions Approved for use in HVHZ:Yes FLIS dUcL Evaluation Approved for use outside HVHZ:Yes Report Shingles A& Impact Resistant.,N/A Verified By:Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL1835Product Evaluation • Itegort Shingles. df Created by Independent Third Party:Yes Contact US::2691 BliflE Stone Road,Tallahassee FL 32399 EbQng;E50-487-I024 The State of Florida is an AA/EEO employer.Qpyrioht 2007-2013 State of Florida.::Privacy Statement::=955MIlly 5tatement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall 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 2,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls 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: Credit Card Safe htt.ng://florid2hiiiIding.org/nr/ni- ann dti.asnx?nat-ani=WGEVXOWtDouvosrHazGXOW83... 5/10/2017 Application Instructions for U&&KJO HERITAGE® 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO 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. 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. I.ROOF DECK S.FASTENERS These shingles are for application to roof decks capable of receiving WIND CAUTION: Extreme wind velocities can damage these and retaining fasteners,and to inclines of not less than 2 in.per foot. shingles after application when proper sealing of the shingles For roofs having pitches 2 In.per foot to less than 4 in.perfoot,refer does not occur.This can especially be a problem If the shingles to special instructions titled"Low Slope Application".Shingles must are applied in cooler months or in areas on the roof that do:not be applied properly.TAMKO assumes no responsibility for leaks or receive direct sunlight.These conditions may impede the sealing defects resulting from improper application, or failure to properly of the adhesive strips on the shingles.The inability to seal down prepare the surface to be roofed over. may be compounded by prolonged cold weather conditions and/ NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, or blowing dust.In these situations,hand sealing of the shingles is dry and free from warped surfaces. It is recommended that metal recommended.To insure immediate sealing,apply 4 quarter-sized drip edges be installed at eaves and rakes. dabs of TAM-PROO Premium SBS Adhesive or TAMKO Tam-Seal Adhesive on the back of the shingle 1 in.(25mm)and 13 in.(330mm) PLYWOOD:All plywood shall be exterior grade as defined by the in from each side and 1 in. (25mm) up from the bottom of the Engineered Wood Association.Plywood shall be a minimum of 3/8 shingle.Press shingle firmly into the adhesive.For maximum wind in.thickness and applied in accordance with the recommendations resistance along rakes,cement shingles to the underlayment and of the Engineered Wood Association. each other in a 4 in.(102mm)width of TAM-PRO SBS Adhesive or SHEATHING BOARDS: Boards shall be well-seasoned tongue- TAMKO Tam-Seal Adhesive. Caution:Apply ONLY a thin uniform and-groove boards and not over 6 in.nominal width.Boards shall layer of adhesive less than 1/8 in.(3mm)thick.Excessive amounts be a 1 in. nominal minimum thickness. Boards shall be properly can cause blistering of the shingles and may soften the asphalt in spaced and nailed. certain underlayments resulting in the asphalt flowing,dripping and staining.Shingles must also be fastened according to the fastening 2.YENTI6ATION Instructions described below. Inadequate ventilation of attic spaces can cause accumulation of Correct placement of the fasteners is critical to the performance moisture in winter months and a build up of heat in the summer. of the shingle. If the fasteners are not placed as shown in the These conditions can lead to: diagram and described below,this will result In the termination of TAMKO's liabilities under the limited warranty.TAMKO will not be 1.Vapor Condensation responsible for damage to shingles caused by winds in excess of 2.Buckling of shingles due to deck movement. the applicable mph as stated in the limited warranty. See limited warranty for details. 3.Rotting of wood members. FASTENING PATTERNS:Fasteners must be placed 6-1/8 in.from 4.Premature failure of roof. the bottom edge of the shingle,penetrating through the common bond,and located horizontally as follows: To insure adequate ventilation and circulation of air,place louvers of sufficient size high in the gable ends and/or Install continuous 1)Standard Fastening Pattern.(For use on decks with slopes 2 in. ridge and soffit vents. FHA minimum property standards require per foot to 21 in.per foot.)One fastener 1 in.back from each end one square foot of net free ventilation area to each 150 square feet and one 13-1/2 in.back from each end of the shingle for a total of 4 of space to be vented,or one square foot per 300 square feet if a fasteners.(See standard fastening pattern illustrated below). vapor barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge.If the.ventilation STANDARD FASTENING PATTERN openings are screened,the total area should be doubled. FASTENERS NAILZONE COMMON BOND IT IS PARTICULARLY IMPORTANT TO PROVIDE 6-1/e" EXPOSURES-5/a" ADEQUATE VENTILATION. L 1=►I L 12-1/2"—+—12-3/8"-►h 112-11/21L-+I (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11109 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 tamkoxom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 1 r o (CONTINUED from page 1) TAMKO HERITAGE® 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL• Phillipsburg, KS e Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for greater than 21 in,per foot.)One fastener 1 in.back from each end reroofing thus allowing a minimum deck penetration of 3/4 in.The and one fastener 8-1/2 in.back from each end and one fastener 16 crown of the staple must be parallel to the length of the shingle. in.back from each end for a total of 6 fasteners per shingle.(See The staple crown should be driven flush with the shingle surface. Mansard and High Wind Fastening Pattern illustrated below.) Staples that are crooked,underdriven or overdriven are considered MANSARD AND HIGH WIND FASTENING PATTERN improperly applied. FASTENERS NAIL ZONE Properly Driven Improperly Driven COMMON1/l, 1_+� 1 underdrimn overdriven crooked BOND a _1 Asphalt T 7MAQ .--.Shingles wmkwL 5- EXPOSURES-SIB" ,E �� M 6NIVIq Wkffll �-Decking te-►I h-r-irzn.h-�-irz°-+ItT.as"-►}.-�-�a°-►N-�-�n^-►� l•-�^ .�'A 3) High Wind Fastening Pattern. (For High Wind Application CAUTION:ALL FASTENERS MUST BE DRIVEN INTO THE NAIL requirements)One fastener 1 in.back from each end.One fastener ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 8-1/2 in.back from each end and one fastener 16 in.back from each 4.UNDERLAYMENT end fora total of six(6)fasteners per shingle.in addition to this shingle fastening pattern requirement for High Wind Application, TAMKO UNDERLAYMENT.An underlayment consisting of asphalt saturated also requires the use of the following TAMKO products: TAMKO felt must be applied over the entire deck before the installation of felts or underlayments;TAMKO Moisture Guard.Plus underlayment TAMKO shingles.Failure to add underlayment can cause premature at all eaves,rakes,and valleys;TAMKO or TAM-PRO cements and failure of the shingles which is not covered by TAMKO's limited coatings products where required;TAMKO ventilationwhere required, warranty.Apply the felt when the deck is dry.On roof decks 4 in. TAMKO starter shingles if available in area,and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves lapping each shingles installed on all hips and ridges.Along rakes,cement shingles course of the felt over the lower course at least 2 in.Where ends to the underlayment and each other in a 4 in.(102 mm)width of TAM- join, lap the felt 4 in. If left exposed, the underlayment felt may PRO SBS Adhesive or TAMKO Tam-Seal Adhesive:Also,see local be adversely affected by moisture and weathering. Laying of the building codes for proper nailing application.High Wind Application underlayment and the shingle application must be done together. is offered on new construction or complete tear-off applications only. Products which are acceptable for use as underlayment are: It is not offered for recover applications. If High Wind Application requirements are not followed,the High Wind Application Warranty - TAMKO No.15 Asphalt Saturated Organic Felt MPH, as stated on Table I in the Limited Warranty, reverts to the - A non-perforated asphalt saturated organic felt which meets Standard Application Wind Warranty MPH limit.(See Mansard and ASTM:D226,Type I or ASTM D4869,Type I High Wind Fastening Pattern illustrated above.) - Any TAMKO non-perforated asphalt saturated organic felt - TAMKO TW Metal and Tile Underlayment,TW Underlayment NAILS:TAMKO recommends the use of nails as the 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 3/4 in.into the roof deck.Where the deck is less than 3/4 in.thick, In areas where ice builds up along the eaves or a back-up of water the nails should be long enough to penetrate completely through from frozen or clogged gutters is a potential problem, TAMKO's plywood decking and extend at least 1/8 In.through the roof deck. Moisture Guard Plus®waterproofing underlayment(or any specialty Drive nail head flush with the shingle surface. eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent Prep arly Divan Improperlyfirlven water damage. Contact TAMKO's Technical Services Department . Twa•rnlndiarrete undardrivan averdrivan eroskod for more information. Asphalt _ shingle. TAMKO does not recommend the use of any substitute products E� t necking as shingle underlayment. t £va•nominal Ined gate 5.APPLICATION INSTRUCTIONS straight,geed ponelregon, Inadequate toe doeP cute e9 and flush with shingle surface pon.lration Inla.hingle ancharage STARTER COURSE:A starter course may consist of TAMKO Shingle Starter,self-sealing 3-tab shingles or a 9 inch wide strip of mineral STAPLES: If staples are used in the attaching process,follow the surface roll roofing.If self-sealing 3-tab shingles are used,remove above instructions for placement.All staples must be driven with the exposed tab portion and install with the factory applied adhesive pneumatic staplers.The staple must meet the following minimum adjacent to the eaves. Attach the starter course with approved dimensional requirements.Staples must be made from a minimum fasteners along a line parallel to and 3 in.to 4 in.above the eaves 16 gauge galvanized wire.Crown width must be at least 15/16 in. edge.The starter course should overhang both the eaves and rake (staple crown width is measured outside the legs).Leg length should edges 1/4 in.to 3/8 in. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09 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.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 2 �a S- © (CONTINUED from page 2) KTAIM HERITAGE" 30 BUI6DING PRODUCTS 6ANINATBD ASPHA6T SHING6ES Dallas, TX • Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO SHINGLE APPLICATION:Start the first course with a full size shingle 6.LOIN SLOPE APPLICATION and overhang the rake edge 1/4 in.Cut 10-3/8 in.from a full shingle On pitches 2 in.perfootto 4 in.per foot cover the deck with two layers to form a shingle 29 in.long.Use this to start the second course(see of asphalt saturated felt.Begin by applying the felt in a 19 in.wide strip diagram below).Cut a 23 in.long shingle to start the third course.Use along the eaves and overhanging the drip edge by 1/4 to 3/4 in.Place the remaining 16-3/8 in.piece of shingle to start the fourth course and a full 36 in.wide sheet over the 19 in.wide starter piece, completely use the remaining 10-3/8 in.piece to begin the fifth course.Continue overlapping it.All succeeding courses will be positioned to overlap the up the rake in as many rows as necessary using the same formula preceding course by 19 in.If winter temperatures average 25'For less, as outlined above.The butt of the shingle should be aligned with thoroughly cement the felts to each other with TAM-PRO or TAMKO the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. Plastic Roof Cement from eaves and rakes to a point of a least 24 in. exposure(see shingle application drawing illustrated on this panel). inside the interior wall line of the building.As an alternative,TAMKO's When you make your final cut at the roof's edge,flip any pieces that Moisture Guard Plus®self-adhering waterproofing underlayment may are 8 in.or longer back onto the roof.These pieces can be worked be used in lieu of the cemented felts. in anywhere without creating zippers or color variations. NOTE:Do not align joints of shingle courses when working in cut �•MANSARD ROOF OR STEEP SLOPE ROOF pieces.Joints should be no closer than 4 in.from one another. If the slope exceeds 21 in.per foot(60),each shingle must be sealedwith TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive immediately upon installation.Spots of cement must be equivalent in size to a$.25 piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners per shingle.See Section 3 for the Mansard Fastening Pattern. An , 8.RE-ROOFING repeal �_4xy29', courses 118,3/8:. ;- Before re-roofing,be certain to inspect the roof decks.All plywood } 23 shall meet the requirements listed in Section 1. ;; ynY ;` Nail down or remove curled or broken shingles from the existing roof.Replace all missing shingles with new ones to provide a smooth rake 'Fait base. Shingles that are buckled usually indicate warped decking 10-316° :;,. or protruding nails. Hammer down all protruding nails or remove ( k them and refasten in a new location. Remove all drip edge metal 5111 course ..23, 16 318"' and replace with new. 4th course =16- ,'�''r'`2 t if re-rooting over an existing foo(where new flashing is required 3rd course �1 23° r3' ;,., to protect against Ice dams(freeze/thaw cycle of water and/or the 2nd course ,;` # 29 backup of water in frozen or clogged gutters),remove the old roofing t29 ', to a point at least 24 in. beyond the interior wall line and apply isf coarse Wffl�'Full 10-318" TAMKO's Moisture Guard Plus`°waterproofing underlayment.Contact save TAMKO's TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in.exposure single roof:Call TAMKO Technical Services for further information. your ose ono higletoto mak 2randlo79 ata2,a•Iengtn. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in.exposure. See description below: 2s' Starter Course:Remove the tabs and an additional portion from the - - head of a full size shingle so that its height is equal to the exposure of the existing shingles.Position the resulting strip over the existing 2. �, roof edge(with the factory-applied adhesive strip along the eaves). Cut approximately 6 in.from the rake end and apply the remaining portion at the eaves.Continue the starter strip by applying full length shingle strips cut to height as above,evenly along the existing roof at the eaves.The existing roof should overhang the eaves far 2 aeg^�pr 29.23 afuo,8'and hmgla. enough to carry water off into the gutter.If this is not the case, y your 2g'.22'.16 319'end le J/B'lerylha. As you win we,In—shingles vdlh two cute cut and apply the starter strip so that it will provide sufficient make f courses. overhang for proper drainage. qQ CenfinueworkingYour myam"the reef.When you Mks Your First Course:Remove an amount from the butt edge of a full-size Y,final cut at tho roofs edge,flip any places that aro 6-c,longor back onlo aro roof.These pieces can be worked in anywhere without shingle so that the remaining portion of the shingle fits between the crnelfrig Aplrnl r wts n, vartwdnrto. ZNOTE:Do nol align Joints of ahingn course.when working In butts of the existing third course.This course must also be applied cut pieces.Joints should be no closer than 4•from one another. evenly along the eaves edge of the new starter strip. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11109 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 3 ® (CONTINUED from page 3) TA MK0 HERITAGE® 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO Second and Succeeding Courses: Remove 10-3/8 In.from the FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE rake end of the first shingle In the second course, and continue CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old vNlvy centedino MiNmum 36'wide sheot shingle in the course above.This method should create an exposure of Naaand Fast,r50lb.e of 5-5/8 in.after the first course.When beginning the succeeding orhmvleir,oll Doth Extra It 9 Me courses continue to follow the Heritage application Instructions. i-M-d eM le (See section 5). / valley contwhru, Existing CC Undedaymenl Nof ed,wum h s'of—led,- Drip edges �• Pleco tip o(shinglo on No odge k Drip edge Ifmn vnlllyl centerfire and covvee&V the venl"I S"l6 New shingles 5 5/8' \ /'-5 5/8°exposure 10. RIP AND RIDGE FASTENING DETAIL exposure ��� Apply the shingles with a 5 in.exposure beginning at the bottom j of the hip or from the end of the ridge opposite the direction of the 9.VALLEY APPLICATION 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. Overthe shingle underlayment,center a minimum 36 in.wide sheet TAMKO recommends the use of TAMKO Hip & Ridge shingle of TAMKO Nail-Fast',Moisture Guard Plus's or a minimum 50 Ib.roll products.Where matching colors are available,it Is acceptable to roofing in the valley.Nail the felt only where necessary to hold it in use TAMKO's Elite Glass-Seal shingles cut down to 12 in.pieces. place and then only nail the outside edges. Fasteners should be 1/4 in,longer than the one used for shingles IMPORTANT:PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE SHINGLES TO FORM VALLEY. TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE After valley flashing is in place: BENDING SHINGLE IN COLD WEATHER. • Apply the first course of shingles along the eaves of one of the Direction of prevailing wind intersecting roof planes and across the valley. start 511 exposure Note:For proper flow of water over the trimmed shingle,always here— — t„ start applying the shingles on the roof plane that has the lower slope or less height. n `5Fl�2tener • Extend the end shingle at least 12 in.onto the adjoining roof. �� stard- 511 //` Apply succeeding courses in the same manner,extending them here exposure across the valley and onto the adjoining roof. • Press the shingles tightly into the valley. THESE ARE THE MANUFACTURER'S APPLICATION • Use normal shingle fastening methods. INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES Note:No fastener should bewithin 6 in.of the valley centerline, NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING and two fasteners should be placed at the end of each shingle DEFECTS RESULTING FROM FAILURE TO FOLLOW THE crossing the valley. MANUFACTURER'S INSTRUCTIONS. • To the adjoining roof plane,apply one row of shingles vertically facing the valley and 2 in.back from the valley centerline. Note:.For a neater installation, snap a chalkline over the TAMKO®,Moisture Guard Plus Nail FasTAM-PRO®and Heritage ore registered P Pr trademarks of TAMKO Building Products,Inc. shingles for guidance. Information Included In these application Instructions was current at time of printing.To • To complete the valley, apply shingles on the adjoining roof obtain a copy of the most current version of these application Instructions,visit us online plane by positioning the tip of the first shingle of each row at at tamko.com or call us at 800-041-4091. the 2 in.point from the centerline where the edge of the vertical shingle has been applied,covering the vertical shingle. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09 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 tamkoxom 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 i Florida Building Code Online Page 1 of 2 w.p r s.+ BCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search bHad@le,l�l Product Approval 1'a��r USER:Public User I} Product Approval Menu>Product or Anolicalion Search>Aoolication List>Application Detail �'�'` u - FL# FL16048-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email PO Box 70 Rutherford,NJ 07070 (800)516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup,com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [.l 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 10/16/2017 Validated By John W.Knezevich, PE lel Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R4 COI 2016 01 COI Nieminen.ndf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the.Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND W r... 1/26/2017 is y Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/06/2016 Date Validated 10/17/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/13/2016 Summary of Products FL# Model,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL16048 R4 11 2016 10 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.pdf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-67.5 Created by Independent Third Party: Yes Other: 1.)The design pressure noted herein pertains to use Evaluation Reports of foam-on the systems overtop the self-adhering FL16048 R4 AE 2016 10 FINAL ER TRI- underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R4.pdf 5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes Use. Back FN7.t Contact Us::2601 Blair Stone Road.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 mall 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 here. Product Approval Accepts: ® e`_LIvKI. Credit Card Safe http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/26/2017 'Y EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorizotion#9503 T11�N� 1 1 I 353 CHRISTIAN STREET, UNIT#13 ERD OXFORD, ICT 06478 PHONE: (203) 262-9245 FAX:(203) 262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960_10.12-R4 dba TRl-BUILT Roofing Products FI-16048-114 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville, IN 46410 Revision 4: 10J06/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: 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 or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: t1ktt- ,,��PS•. •' "'•r;• The facsimile seal appearing was authorized by RobertNleminen, Robert J.M.Nieminen,P.E. "I ;1i P.E.on 10/06/2016.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 document.signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD 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. TRINrry I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties S40540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties S43530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate ofAuthorlratlon#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 2 of 5 i TRINIW I ERD 5.4 TRI-BUILT Roof Underiayments 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 as follows: TABLE'1.ftOF COVER OPTIONS } ar 1 Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built S/A HT TU Underlayment with 3M'11 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBond'"Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment 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. 5.6.3 Bond to Mechanically Attached Base Layer: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: 1- ASTM D226,Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate ofAuthoii:ation#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 3 of 5 c TRINITY ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 201.2 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systerns,where the underlayment forms part of the load-path. The following wind uplift limitations apply to d.irect-deck 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)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.2 Maximum Design Pressure=-67.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,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: Soprema 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: Tri-Built S/A HTTU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 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,TRI-BUILT recommends priming the deck 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,broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT requirements. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate ofAutharitation#9503 FBC NON-HVHZ EVALUATION F1.16043-1114 Revision 4:10/06/2016 Page 4 of 5 t �TRINIW�ERD When installing at slopes above 8:12,TRI-BUILT 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(Tri-Built S/A HT TU Underlayment 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. 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 noted QA agency for information on product locations covered for F.A.C.Rule 9N-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,I.I.C. Evaluation Report A42960.10.12-R4 Certificate of Authorization#5503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 5 of 5