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Mcl CirTt.uirn AJI6�+ra.ble:i.;o+:-'s & .Ini �tal:tcatlo Requir.e#-en: .' ... Method A :#4 x:TES" f0 ;finer. to 12' 12" & tfeIWh t:1fa" ci,q $¢.:ESE .... 2 thcsd 8..bio x 1 S" f.asteJ r in : " 12'.' attain at 1b" zx c _�. :,.t__ F, .. Methad C :#t Q x'. 5" fastest ee #rz U 12" at.te?:h at S" o c 10.E RSF . p ... .. . to #1Q x 1 5" fczsteier a n 12" 1rcatf rJ7 cit h" a;;:c ;$. E :. A foc for Cif safety of 2 has Keen applied '�`�:G #it i G C9�. :oC.l1ft71.f�.�1�>48 f k;C1 C1. Th 410e.dd''c# } 'as..bc:on tested to. t#ic:.lJL.564.:stanrlard b.y Archtt�ctural 1'estiri:g (rio,.W. Infie�tak : Tes:tin.g, f5T 152.7), te:porfi bQ5893.01 450 18. F33bb:Q1 45fi-18, end D05B93 02 6a I8 Ar :i-eferenli..... . FL.1Z022 ib R7:...:: . .. .This pJ`oducF cFs descrlbed;;has demonStrrated cai`i�pltance with Flo.rtda :utidIrh.i coda 2020, ....... . 1504 2 t non HVHZ) as requzrad::by..RL Rule b1G-2. 3, method Cr .. :... .Tttis`pr:ad:uc# a.s; desc,rtbeci has.beeri tested:and demonstrated cc>ze�plzance with .. . :.:: UL:580 Test.foi Uplift tiestsfrxnce o.t Raof.Assc�mbttes .. _..: . U:E;AO - up"H:ft test:for roof ebovertng.sysstems . ::. The:;laad.tabt s..tn th:(s report pCovzde°s 0ne_prescr+p.l o:pt:ion for the.fCzstenzny. rec�u[rement :: far tho appliccible wtttd loads fc r rcoo:fs wttl In t .o poiameter descrtb d Fo:r roaf_s outs[de raf the.lTsteel pctrarrteters, de;u:agn wand io:cads sh ill be de.:. . In;od os:requtred EV FBC 1609, :SCE 7;, ar . `..oth:fir desl.gr+ code [t forc:e:, us(n:g attawobte stress. Ttrese Io:ctd tei:t #ems ci;re hosed art ..SGE 7 16 Use:of these tables c sum ;s that the:5truc:cure .s • . .Enclv.s.e.cJ'and. confo:rrns.fia winciborne debar is provts(cins an:i [s ci regular shop®d butlelzng Is::r of subai(ct:ts� across wind I-6a rig vortex:' heddit)'g or_ nstablltty nor does it have a stt Jacatz©n fnr whl;c- cFrrarsnelFng car kxuff.ettng:wcxrrcjn.. co..: . daratton Eng.i.neer►ng analysis maybe car+tpieted lays other ItceI .. . ngtneers for proieaf specific ppprov.a .:by Io:ecal c7u:thori.ttes havt , jurisdtC..Io . .: Ce:rlficcxf tr�# ofr#ci :��ndrilc .. . Doy.fd,Eng; RE ara:d T+rrzb.:erloke Cove,:LLC do nat halve, nor will;acquir.e cz fir onc+ol i.ii . t rn piny company: ma:riutat ':ur` , * *:r.d+str(but+r ga:rad.i+ats omder this evalvQtion The:soma ent[t[e.s do 6:0f h.ay.i , nar.wtll acgiatre; a.ftnancda( triter st t any other nt(ty involved in the a.pp:rovrjl {aroce:ss of thz:e pm. ucfi _... ::: :. : _:. lErXct�a , �~a artd �imli'G9lFOC1S Design of aleak ai cF roof structure (#o incfttde.attaahmsent of:p(ywocid or wood pI k) ' hatt . com0#sled by others F(Y•e class+fzcat"son rind sh.eczr: dzC+pK***ri:ctesi:cj:n are auts+de the :cope dE th+s evoluat>zon A:cce.lera.ted lveathEtrr,ng/sale;spray.Ps auts.ide th:e scopes cif this e. a(uat+on; .. Thts::reprrr is 1irrii3ed to sarizlrance:with:s:fieuctu;rai WI d ldbd ra�q,u+.rnretiPs csfC 15043 2, as required by Ru{6'61 29Y 3 Ne:#ther Trmbr�rl eke Gave r7ar the rnanufo:i Curer ghnl! be re,sp.on'tilb,le for:any c tsriclusfrJhs, .. .. interpr.tatiohs,:rar designs tswode'Ei} of#leis: host:d on t:hzs evalucattu.n tel�ort '..his report is lrittited �c5lel.. to dr,�ctlmenttng corr1p#[ame6 wit. Rule 61v20 .3, rand makes:no express c>r [r^�,z?I..ied wat rarity:regara+ng . perfar ma.i+co of thzs product.:tnsfatlation::.I'll ..!e su;bjecf to the Is cul Exu#tdzn+ ads [land a Cho[[ty.havcn.g .. .. jur_i:sd+ctor[, thtsrepot.shu(t:nat ba construed *o supe::rsedeloca# 666e5;i:r< force . i p All) 1 Instructions: Select the appropriate load table that applies to the =a structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. 22- 1 3 a NOTE; ASCE 7-16 and FSC 2020 adapt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones l ;•Z i 1 2 Zone 1 includes zones 1 and 1' --- --_ --•- Zone 2 includes zones 2e, 2r, and 2n a-.•- a�voFifiraF �a� Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple [S'a?flb.:i.RB.R 1'K 6F.F.L`;-i H.`unIFY,=K b:6�.Y6hlNM:YTC:'�} scheme, at the expense of some design efficiency. Rrcwaav,Lnmc"CAowIWLIME-Zoe Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional, METHdD A: METHOD S: METHOD C: METHOD D: #9 AT 16" I`„--©_.C.r;_-i #10__A_._T 1.6"O C_.-j #10 AT F O.C, : #1_0_._A_.T"6"C,C._-_ .:...:.:. 2°(NOM)-_: 12" (NOM)- - NR: NOT RATED, CONSULT DESIGN ax. PROFESSIONAL AS NEEDED' Use this load table for structures which n)eel the k4lowing criteria. Use this load tattle for structures which meet the following criteria: Are located in Exposure 8 area Are located in 8,C,or 0 exposure rjrea Have either a flat roof,or gablethip roof with max slope of 12:12 Have either a fiat r oaf,or gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roar Height of 30 feet or less F .01: 5V griLUp on 15J 1 d : 26cia 1 Wind 105 110 120 130 140 150 160 170 18o 190 200 Wind 105 '110 120 130 140 150 160 170 180 190 2110 Zone 1: A A A A A A A. A A A A Tone 1: A A A A A A A Zone 2: A A A A A A A A , .' Zane 2: A A A A Zone 3: A :A _ A A A A Tone 3: A A A Use this load table for structures which meet the following ciiterla: Use this load fable for structures which rneet the following criteria: Are located in Exposures 8 area Dare locaied in 13,C,or D exposure area Have either a flat roof less than 7°,hip roof with Have either a flat roof less than 7°,hip roof with max slapo of 12:12,orgable roof with slope between 4.4:12&12,12 rryax slope of 12:12,or gable roof with slope between 4*12&12:12 Have a moan Roof Wight of 30 feet or less Have a mean Roof Hefnht of 30 feet or less 0 0 6 5 Gri S 32" l aid i}1: i9il§V Crimp15 3 " Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 2t14 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A �? x Zane 2: A A Ft A.. A A A A A x� Zone 2: A A A A A Zone 3: A A A A A A A Zane 3: A A A CBUCK EnQ1neerinc) Specialty StruCturc3l �ngln=erinq CBUCK,Inc.Certificate of Authorization#8064 RECEIVED FEB 16 2022 Evaluation Report St.Lucia County Permittincy "Ultra HT Wind & Water Seali""' Roof Underlayment Manufacturer: MFM Building Products Corp. 525 Orange Street Coshocton, Ohio 43812 (740) 622-2645 for Florida Product Approval # FL 11842.3 R8 Florida Building Code 7th Edition (2020) Method: 1 - D Category: Roofing Sub - Category: Underlayment Product: "Ultra HT Wind & Water Sea ITM11 Description: Self-Adhered Underlayment Prepared by: James L. Buckner, P.E., SECB This item has been electronically signed and sealed by James L.Buckner,P.E.,on this date using a Digital Signature. Florida Professional Engineer#31242 Printed copies of this document are not considered signed and sealed, and the signature must be verified on any Florida Evaluation ANE ID: 1916 electronic copies. Project Manager: Diana Galloway �.�`� Es.L gUo7r,�' Report No. 20-229-UHT-ER L\GENSF''•.F,p (Revises 17-131-UHT-ER,F111842.5 R4) * No 31242 * ' Date: 08/28/20 =M ' X T'• STATE OF _ZU Contents: 1 np'u5 h'pt. ��'•.jOLORIDP.•' �jN Evaluation Report P - 6T ~ I � '• Y p ages 1—5d 't{. / �'s��NA����` # ........... ... 2020.09.1713:23:17-04'00' MUCK,Inc.dba MUCK Engineering Phone:(561)491-9927•Email:cbuck(@cbucIdnc.net•Website:www.cbuckinc.net Business:1374 Community Dr.,Jupiter,FL 33458•Corp/Mailing:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062 FL#: FL 11842.3 R8 Date: 08/28/20 CREBIKJOK t""=ncJft1ne=eang Report No.:20-229-UHT-ER Page 2 of 5 Speclalty Structural Engineering CeUCK,Inc.Certificate of Authorization#8064 Manufacturer: MFM Building Products Corp. 525 Orange Street Coshocton, Ohio 43812 (740) 622-2645 www.mfmbp.com Product Name: "Ultra HT Wind &Water Seal'""' Product Category: Roofing Product Sub-Category Underlayment Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product Description: "Ultra HT Wind & Water SealTM11 is self-adhering membrane composed of a white, non-slip cross-laminated polymer film, laminated to a rubberized asphalt adhesive with a split release liner designed for u>e as a roof underlayment in high temperature conditions. Product Material/ Material Type: Styrene Butadiene Styrene(SBS) Standards: Material shall comply with ASTM D 1970 per Florida Building Code FBC 7th Edition (2020), Chapter 15. Product Dimension(s) Roll Size:36 in.x 67 ft. rolls Thickness:45 mils (nominal) Substrate(s): "Ultra HT Wind & Water Seal""" has been evaluated for application to the following substrates(Design of support is outside the scope of this evaluation): • Plywood • Dens Deck Installation: General Installation Instructions: "Ultra HT Wind &Water SealT""' shall be installed in accordance with the attached installation method and in compliance with applicable code sections of the FBC 7th Edition (2020), subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to installation details at the end of this report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. FL#: FL 11842.3 R8 Date: 08/28/20 CSUCK.. EngineerInQ Report No.:20-229-UHT-ER 4 Page 3 of 5 Specialty Structural EngineerInq CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • ASTM D 1970-15a — Specification Self-adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underloyment for Ice Dam Protection Standards Equivalency: The ASTM D 1970-01 standard version used to test the product meets the prescribed standards in ASTM D 1970-15a standard version adopted by the Florida Building Code 6+th Edition (2020)for use as evaluated in this report. Code Compliance: The product(s) described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building . Code. Evaluation Report Scope: This product has been evaluated in compliance with the building envelope requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Product Limitations and • Deck shall be in compliance with applicable building code. Conditions of Use: • Minimum slope shall be 2:12 or greater. • Evaluated for use with approved roof coverings that are mechanically fastened through the underlayment and is attached to the sheathing or rafters. Installation shall comply with FBC Section 1507.1.1. • Not to be applied over active solvents or sealants, EPDM rubber or products containing silicone. • Do not expose product to direct sunlight for more than 60 days. General Limitations and . Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products.under"Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is FL#: FL 11842.3 R8 Date: 08/28/20 Report No.:20-229-UHT-ER 10E3U0';;11 Engineerin Page 4 of 5 SpL clalfiy Structural Englneerinq CBUCK,Inc.Certificate of Authorization#f8064 not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade&Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). Referenced Data: 1. ASTM D 1970-01 Test By PRI Construction Materials Technologies, Inc. (FBC Organization ID#TST 1556) Report No. MFM-039-02-01, Date: 8/15/13 2. Equivalency of Test Standard Certification By James L. Buckner, P.-E. @ CBUCK Engineering (FBC Organization#ANE 1916) 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) MFM Building Products Corp. Licensee#335 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL M FL 11842.3 R8 Date: 08/28/20 1(ZwE3"LJffiC-K (=Ongineerin Report No.:20-229-UHT-ER 4 Page 5 of 5 SPL clalfiy Strur—tUrdl l=nginEa�rinq CBUCK,Inc.Certificate of Authorization#8064 MFM Building Products Corp. Ultra HT Wind & Water Seal Self-Adhered Roofing Underlayment General Installation Instructions: • Product to be applied directly to a clean dry surface. • Prime any weathered surfaces. Dens Deck must be primed with aspF.alt base primer. • Starting at the low point of the deck, peel back 12"of the release liner, align the membrane and press into place onto roof deck. • Adhesive is pressure-activated, so press firmly into place using uniform pressure with a 2-3" heavy steel or rubber roller to seams and overlap. • Overlap end laps a minimum of 6".Side laps must be a minimum of 3". • Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight. • Apply membrane only in fair weather when the air, surface and membrane are at a minimum temperature of: 50°F • Not to be applied overactive solvents or sealants, EPDM rubber or products containing silicone. • Do not expose product to direct sunlight for more than 60 days. "Ultra HT Wind & Water SealTM11 shall be installed in accordance with the attached installation method and in compliance with applicable code sections of the FBC 7th Edition (2020), subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to installation details at the end of this report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Product Illustrations *ULTRA HT WHO&V�MR:SEALw .. x t3� al x., S {