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HomeMy WebLinkAboutProduct Approval- metal `!P12021 Florida Building Code Oniine f . _ vrtramr •r.-. 11 °i S acts Home Log In User Registration Hot Topics Submit Surcharge Stats&Fact, Publications Contact Us acts Site Map Unks Sem ch t ;PIfi,3 _ °ems Product Approval ° upr USER:PublSc User O Product Aooroval Menu>Product or Appllcatlon search>ggpbCatlon LIa_>Application Detall RECEfVEp f FL# FL17022-R9 SEP 2 Q 2Q21 3 Application Type Revision Code Version 2020 St.LuGe COun ty Application Status Approved Permitting Comments Archlved Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drhle Palm City,FL 3499tr (772)872-8034 FlvalidationQyaho :om Authorized Signature Richard McKuhen .. flvalidationCc@yahoo.com " Technical Representative Richard McKuhen Address/Phone/Small 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 rchard@emfab.net Quality Assurance Representative , Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report •om a Florida Registered Architect or a Licensed Flog Ada Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect!Jame who developed the David Eng Evaluation Report Florida License PE-61377 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By lames R Wally,PE Validation Checklist-Hardcopy Received tt Certificate of Independence FL17022 R9 COI 26aa VMAX p(y-wAgj df t t Referenced Standard and Year(of Standard) Standard ea TAS 100 1995 TAS 125 2003 UL 580 2006 A us, Equivalence of Product Standards Certified By �. Sections from the Code https://floridLIuilding,org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2b7ZBOgjsB2joMvlul8gwLyA%3d%3d 3 v 41 3/11/2021 Florida Building Code Online roduct Approval Method Method 1 Option D ate Submitted 12/16/2020 ate Validated 12/16/2020 ate Pending FBC Approval 12/26/2020 ate Approved Summary of Products FL# Model,Number or Name Description 17022.1 01: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(ruin) v, plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R9 lI 26ga VMAX glywood• F ' Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 pact Resistant:N/A Created by Independent Third Party:Yes Dest ssure: +N/A/-228 Evaluation Reports Other: Refer ation repor', FLi, 7022 R9 AE 26oa VMAX glyZD%LW( �t Created Independent Third Party:Yes 17022.2 02:032 Aluminum VMax on Plywood Nominall f 0.032"aluminum(or thicker)VMax 5V panel with 21"coverage on 15/32" (min)plywood or 3/4"(min)thick wood plank. _ 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R9 11 037 VMAX 21in ply—rjood.adf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 61377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-168.5 Evaluation Reports Other:Refer to evaluation report. FL17022 R9 AE 0 )[MAX 211n {zlywo }pdf Created by Independent Third Party:Yes i 17022.3 03: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) i•.. plywood or 3/4"(min)thick wood plank.Option for fasteners in _ the flats and In the ribs. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R9 II 26ga VMAX plywood Flats.Ddf Approved for use outside HVH I:Yes Verified 7y: David Eng,PE 81377 Impact Resistant: N/A Created by Independent Third Party:Yes . Design Pressure:+N/A/-114.25 Evaluat .in Reports Other:Refer to evaluation report. FL1702, R9 AE 26aa VMAX plywood Flats.pdj Created by Independent Third Party:Yes 17022.4 04:26ga CorMax on Plywood 26ga(min)CorMax corrugated panel with 29.5"coverage on 15132"(min)plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17022 R9 lI 26ga CorMax ply _q HVHZ ff Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-161 Evaluation Reports Other:Refer to evaluation report. ):L17023 R9 AE 26ga CorMax Plywood HVH7_.pl Created by Independent Third Party:Yes 17022.5 05: 26ga CorMax on Battens 26ga(min)CorMax corrugated panel with 29.5"coverage on 2x4(min)battens. Limits of Use Installation Instructions Approved for use in HVHZ:No F1,17022 R9 II 26oa CorMax Battens poF Approved for use outside Wt.,:Yes Verified Jy: David Eng,PE 81377 Impact Resistant:N/A Createi �,y Independent Third Party:Yes Design Pressure:+N/A/-161 Evaluai )n Reports Other:Refer to evaluation report. FL1701 c R9 AE 26ga CorMax BaUgns&df Created by Independent Third Party:Yes are . contact r L•760 Blair Stone Road,lliIlahass,,ee Fl.32399 Phone:850.487-1824 The Suite of Florida Is an AA/6E0 empioyor.�opvrloht 2007-20t3 States of Flnrlda-;;Privacy Statement::Accessibility Statement::Refund statement Under Florida law,emall addresses are public records.If you do not want your e-mail address reieased 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 455.275i1,, 1 Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an amail address If they have one.The ema4s t` Iritps:l/floridabullding.o g/pr/pr app dtl.aspx7param=wGEV'QwtDgv2aBQPHpQQe6rMZMkUEoR%2b7ZBOgjsB2joMvlu18gwLyA%3d%3d .. a - i a, • s �s:Y•�•n •;:a;.::. � �:... n��'.T'j,.e!ry-_��'>y2 L•'',M7"Y� ��'��t'. t .- 1 1 /: 1 11 ���r''�y� �'s-r�.5iedr e3'^r,` ''+�'�+ •' �'rN'.1' • • �r�T+"„'�X_r�'�r�� ..���y� VtYi 3 •''�yr,'�n;,. _•. r.�r .r1y'nti-•�"K,"�'a_ •- •. gay? s, `ram a ,' "� M_+�e Jl 5 n 7l •. c+k.a r.' a� Y~iq y.Jr Cl-T�'N�� Rr�' nt-r r +"•�+_ •••+' _ - s �h'a�',•i•"r!':1 - f'r�.a A. 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']Vf���r-`•�'G ..'r.,�.'y,,r,.'-..1,-����.L�:i?�':,ti+.#J.��^ t�T::f1 i �'�: 'r&iC�%•' '"-vT`n� �,.t�,'���:+ .a:'X"� ;r ••f�.,lt�,:51��8'il/b���. ri Jy:f�+ ,. f. - "-.- 6-;�-°�:sa+ tpr� S;:fC+•ry•�eF;}r.. _ = i'. '+":.`tG3• •,� +a o ` Y, �ate.Jnutuat� fi 4—�.` �'F�.• `P '•; c. �,-+ �~ " ,�' y�docurne 8[.e:no cd �s t S;'• '�-•�a.; •�Li1 -`aar+` r t+ 3=:� :A: :�• ` "x,= �7�", a dSea� an�0:7f12Slgnat .8 + ? x.+ys23K'F'.a•�x ...+ '1t �.�F sgt�L3 a I_ 3y't `S +.t�y4,'s.w,ay F - •L r r �� '(;�+f- -`M"`• •.cr-,,ti. MO. �•3'r�r . r-� �4Y T`I.`- r '+ .e ^•. y� - — ',+• R � ,�.'�`-,_,�„}:,+.:i:. y.t• t '-VBf�f1Ed OtL{i�ly �CCttl J'r ''b'' y '� r. r�lr -"-F '�'f.=�i� y ..s�' '1... �•` '+"w.3r *',., _ - `�t3+`y:.�ts -tih}F�4't,? �TLohps� '. e: .�SnB i. ±s�. �if. .�t"%�.+*� �,�i �Yz�' �. l•. rz.•."c� { �, 'i�':'�,. ctli -h'=Ma.}�>�2.li wf�l+.: }� �:ei r •'xTA::Z. '• << +gc r`''aG: ' Tl.fi.+, ��` ,r.....nr . X posed r �. �:�. Seam''- �,.� g�«+•�. �+��:� z3-77 :s .r�_''�`'%:=�:.;,c i���'�---iv���,�� t�: _ a.�•��;".:.< .rz�i:,f.o:M.w>•+r• 4�•,�.�y �r�.�`-�`�,�`Y",•,'.. u:,• «?11.ti_ i.'�.0���1`-�.rr_.<�L�,r,..R •.�';y.. w..i - a. GwiT•�'_- .ham-3#f:••�iLiti: .i'.i.^�r:'+i�Ydis.. 7'Lt..:.._._ MAXd - �•' r z } :•o FL17022 01-R8 ♦ z �r � a Underlaym nt: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re-Roofing This panel may be installed over a single layer of existing shingles,as permitted by focal building code or FBC 1511, provided the existing roof meets the conditions required by the applicabl 1, code. Maximum Allowable Loads & Installation Requirements: Metheci-A! #9 g 1.5" fastener i 1 "- 2" loattern at 6" p.c.: 86 PS Method 8: *tIOIx 1.5" fastener in 1 "- 2." pottern at 16" o.r,.: 93.5 PSF - Method C: #10 x " fasten in 12"-:_," pattern at 8" P.c.: 101 PSF rlethQdP: 10x 1.5" fastener in 12"•'2" pattern at 6" o.c.: 228 PSF factor of safety of 2 has been apg•lied. Technical Documentation: This product t as been tested to the UL 580 standard by Archi ectural Testing (now Interte"I Testing, TST-1 27), report D05893.01-450-18, F3366.01-450-18, anc 005893.02-450-18. As referenced :r FL 17022.01-R7 Complian a Statement: This product s described has demonstrated compliance with Florida Building Code 2020, 2504.3.2 (non- VHZ) as required by FL Rule 61G20-3, method 1D. This product s described has been tested and demonstrated compliance with: UL580 - Test for Uplift Resistance of Roof Assemblies UL 1897 - Upi ft test for roof covering systems Design Pr cess: the load tables in this report provic-es one pre§criptive option for the fastening requirement ror the applicable wind loads for roofs within the parameters described. For roofs outside of he listed par meters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design • ode in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provision., and is a regular shaped building ' • Is not subject to across-wind loading, vortex shedding or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering nalysis may be completed by other licensed engineers for project specific approval by [ cal authorities having jurisdiction. Certificati n of Independence: David Eng, PE o d Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing r distributing products under this evaluation. The some entities do not have, nor will acquire, a fina elal Interest in any other entity involved in the approval process of the product. Exclusions and Limitations: resign of deck nd roof structure (to In(. rade attachment of plywood or wood plank) shall be completed by others. Fire cla sification and shear dial.- -iragm design are outside the scope of this evaluation. Accelerated weathering/sal spray is outside the sco,^e of this evaluation. Tt,ls report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, iinterpretations or designs made by others based on this evaluation report. This report Is limited solely to documenting cc mpliance with Rule 61G20-3, and makes no express or i nplied warranty regarding Performance of this product. Installation shall be subject to the local building code and authority having , )urisdiction; this report shall not be construed to supersede local coc,:s in force. �.v =Vi.7 , z F . { 4�,�f, .!1 fi .- •+ ,��'ylr nJY r. w -Zy \IN1 ••e:e{f .f si S't a. } if t IIJLt -y r�A D�t AX r' -: t"Tf��� ,i7��y ,E*^� ,��y i •�tc��f�,� y�• ��a_y j a�f ��Y,�` � S. + t� r r r• j ti ,� .:�. "", eD la.y.-7•�' eT�r ,,,p,,�"'t,�r+r�r r 1'�`.t_ 1 �r.il, 1— ' F L 1702 .0;1, R 8:, Instructions: Select the ppropriate load table that applies to the structure i question. i 2 13 Determine he design wind speed for the project location. 2 2 Use the attachment method indicated for that 2 windspeed ithin each roof zone. Z 2 —_13 2 1 - NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. 2 2 �f31 i For the too tables below, the worst case was taken for each zo a and reported using the standard zones l 1 '2' 1-2-3: L _ D a 3 2 3 Zone 1 incl des zones i and 1' I t I 1, Zone 2 includes zones 2e, 2r, and 2n ��aL HIPROOF OABLEROOF --la- Zone 3 inCIL des zones 3e and 3r Combining fhese zones creates a clear, simple �,of OFLwT"G i9NTN DY[NMWaa o.►w cNwwmsuAuuL ou HOT LUSTNAN ECTNEA4%0F LEAST NOMONTAL OMWONON 3FT(CIA scheme, at the expense of some design efficiency. °pNDEEM" EOWDC °NMO"'t"'"PUCA IICOOE Contact th manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult i licensed design professional. i METHOD A: METHOD B: METHOD C: METHOD D: #9 AT 16"O.C. #10 AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C. 12"(NOM) 12"(NOM)-----I NR:NOT RATED.CONSULT DESIGk PROFESSIONAL AS NEEDED Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria Are located in Exp sure B area Are located in B,C,or D exposure area Have either a flat r of,or gablelhip roof with max slope of 12:12 Have either a flat roof,or gablelhip roof with max slope of 12:12 Have a mean Rool Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022 01: 26 a 5V Crimp on 15132"pl ood FL17022.01: 26 a 5V Crimp on 15/32" l�nrood Wind 105 10 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 20:' . ,Zone 1: AAAA AAAA AAA Zone 1: A A A A A A A C D D Zone 2: A A A A A A A A C *D Zone 2: A A A A C ' D D D D D Zone 3: A A A A A A B C Y DIP--,D m D- Zone 3: A A A C D. . D D D D D i_ c Use this load table for structures which meet the following criteria: Use this load t--1•le for structures which meet the following criten, Are located in Exp sure B area Are located in I i,G,or D exposure area Have either a flat roof less than 70,hip roof with Have either a f.•it roof less than 70,hip roof with r max slope of 12:1 ,or gable roof with slope between 4.4,12&12:12 max slope of 12:12,or gable roof with slope between 4.4:12&1 Have a mean Rool Height of 30 feet or less Have a mean:goof Height of 30 feet or less FL17022 01: 26 a 5V Crimp on 15132" 12LMood FL17022.01: 26 a 5V Crimp on 15132" plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B C D D Zone 2: A A A A A A A A A B C Zone 2: A A A A A B D D D D D i. Zone 3: A A A A A A A B =D •.. ' Zone 3: A A A B D D D D D D :1 5/812021 Florida Building Code Oni,ne ' may'-�';yq.�q.n> y��r'fS4y 1 .. 1i !�'�. i �,�.^c��4 i fiS-*. 6_i � .y�i1rlkasy ''° '-i !":+3,V %"• • : F�,;�IN, _;1 ','..•�... F. l.i 'J1�s�:�iF X, + • ,,rt;ry!�;tk. Ir.'1:+. •��;,�\-✓�.� r����'.`'�• t %2i' '•r'-� � :: li y .., .* �C+�•'•'S: •N$y'�1i :' `%� f 1T.tfFr,•' r� '` ;f + , 1 Eye•' 0 . j�j�[� "�a�'S - ,:•%ti;('.-b}:.'�'-.. �i� -�`*�''.�.-a BCISHome I Lag In i UscrRegistrotlon If HotToples l Submlt5urehorgo Stats&Facts Publimtla BCIS Site Map links Search �+ Florida I n'r e Product Approval $ USER PubticUser i Drodud Ap�rovaT Mono>Product or Aoatfeatta�y�garfi>pnnllratlan tlsC>ApplicwUon beta] i :i=r`it;i sw FL# FL10497-RBA Application Type Revision code Version 2020 Application Status Approved Comments Contract Archived c�'+ Product Manufacturer Mule-Hide Products Co.,IIIE.Opy Address/Phone/Email 1195 Prince Hall Dr Beloit,WI 53511-5401 (608)365-3111 Ext809 findar@nemoetc.com Authorized Signature Timothy McFarlan llndar@nemoetc,c',n r Technical Representative Tim McFarland Address/Phone/Small 1195 Prince Hall C* Suite A ys Beloit,WI 53511.1:91 (608)365-3111 tim.mcfariand@)mulehlde.com quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System r Compliance Method Evaluation Report +om a Florida Registered Architect or a Licensed Fw,'- Professional Engir a er Evaluation Report-Hardcopy Received M6 , Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance contract Expiration DotQ 12/21/2023 Validated By iohn W.Knozevich,PE Validation Checklist-Hardcopy Received certificate or Independence FL104 7 R8 COT 2070 01 CCJ N1EMl EN. Referenced Standard and Year(of Standard) 5 andard 2o1Z ASTM D4601 ASTM D6163 201 ASTM D6154 2011 ASTM D6222 2015 t ASTM D6509 201 ! ASTM G155 2013 - FM 4470 2016 FM 4474 2011 i UL 1897 2015 { llllpsJlRoridabuildin arg/pflpr app du.aspx7param--uGEVXQv+IDqudsDrlH6i48wbSKANpxwHRpaXy788vkOdrF7Q8g3fSoA"/o3d9'o3d ' F i. F(orlda Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 101 •on 13 Date SUbmitted• �2/25/zOzc Date Validated 12/17/2020 Date Pending FSC Approval 12126/2020 +ri. Date Approved O2/09/20Z1 V° ' 4_ Summary of Products ,= PL# Model,Number or Name rAPP iption 10497.1 Mule-Hide Modified Bitumen Roofd SBS modirred bitumen roof systems Systems Lrmits of Use r.tt(on instructions Approved far use in HVHZ:No 1 2020 11 14 FINAL AI ER MidApproved for use outside HVHZ:yes Impact Resistanar N/A t Sy,Robert N(etninen PE-59166 Design pressure:+N/A/-480 Crer .by Independent Third Party:Yes Other:1.)The design pressure In this appiicauoti relates 9vaiur"on Repo= to one particular assembly over concrete deck,Refer t0 L104„7 R8 AE 2020 11 19 FINAL Eft MH MOp131T r(JI; the ER Appendix for other systems and deck types,1) $$,pd Refer to ER,Section 5 for other Limits of Use. Creatt r.by Independent Third Party.Yes Q �'A r C tP t<::2601 4la1r Slone T1W,1 hlhtms<co L3�34n Phone:ilia-.ln7-1n74 -� The State of Flarlda Is an AA/EEO employer. lhll;ty state Ment per;md Statement Under Florida law,email addresses ore public records.ifycu do not want your o-msil address rclaosed to response to a public-records reauest,do not wria eti•,u.. mac to this entity.Instead,contact the office by phone or by traditional moil.If you have any quesltons,please contact 650,487.1395,'Pursuant to Senlan 4Y+ •. Florida statutes,effedlve October 1,2012,IlemoeS acensrd under Chapter 4S5,9S,must pmvlde the Department with an email address It they nave ana.It- provided may be used for officlol communication with the licensee.However email ade dues,v public record.It you do not wkh to supply a persoani address•s- ( provide the Department w1th an email address which con be made avollablo to the putt.To humina if you era a licensee under chaptar4ss,Fr,Waw• I pra>iUciAppra t Ace nls: Ik ,yJ t allps.//f10rI abull Ing.org(pdpt;-app df1.00px?param-w6EVXQwtoqudsDriHBIQ9wbSKANpxwHRpaXy7aavkOdrr7Qag3fSoA%3da/a3d t a s N.:i �;' ,. ":_. Qa- N' J�'. Lei,. .• ,� ffl U(i` NEM0jetC. a i o a :a a D •ea o t y System Deck(Note Primer Roof Cover(Note 15) No, lointTreatment Base Ply Ply Cap Ply MOP(pst) SELF-ADHERING BASE PLY: W-IS4 APA rated,7/16 CAT, None OSB Joints are covered with 4-inch wide strips of SA 0.4181n.,Exposu a 1058 Base Sheet,rolled into place to create continuous bond. SBS-SA (Optional)SBS-SA,APP-TA SBS-SA,APP SA,APP TA -52.5 W-155 Min.15/32-inch plywood None None SBSSA (Optional)SBS-SA,APP TA SBS-SA,APP SA,APP-TA -90.0 ittt5/2-L1 c p ywoo Mule-Hide 121 None SBS-SA (Optional)SBS-SA,APP TA SBS•SA,APP-SA-A - W-157 Mln.15/32-inch plywood (Optional)Mule-Hide SZl Plywood joints are covered with 4-Tnch wide strips or5A SBS SA (Optional)SOS-SA,APPTA 565-SA,AFP-SA,AFP TA -135.0 Base Sheet,rolled into place to create continuous bond. HYBRID SYSUnA5wM9S_r.,, '7GSBSB=pLy. — W-158 M1n.15/32-Inch plywood None None SBS-SA-H (Optional)APP TA APP TA -90.0 W-159 Min.15/32-Inch plywood Mule-Hide 121 None SBS•SA-H (Optional)APP TA APP-TA -975 W-160 Min.15/324nrh plywood (Optional)Mule-Hido 121 Plywood joints are covered with 4•inctt wide strips afSA SBS-SA-H (Optional)APPTA APP TA •97.5 Base Sheet,rolled Into place to create continuous bond. NEMO ETC,ttC Evaluation Report M10000.03.08-R7 for FL10497-R7 CertiFlcate of Authorization 1132455 70'EDMON(2020)FBC NON-HVHZ EVALUATION Revision 7:101021ZO70 02018 NEMO ETC,LLC Mule-Hide Modified Bitumen Roof Systems;1603)365-3111 Appendix 1,Page 24 of 46 _ +c,ZZL'twi_ �*':I�?u` l7CP.i.'+:1."_�-tr-6.. i:� ., ms:K�,B{'tyua+:ii£f-c-'a,*-u.-..c� _ - _ •'a,.-' 7.-.es-=fl • c . • ,..w..�...... • - i`^ '� ^,f..Ltu: __.,:Yc = _�v_e- .j.:'��-?.' aQ:... :r...—'""..ac'`''x-.•,=---- K (OUNEMOjetc. .• . Ix is ' ; TABLE DECK APPLICATION TYPE DESCRIPTION PAGE lA Wood o New or Reroof(Tear-Off) A-1 Bonded Insulation Bonded RpofCo ver 4 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof over 4-5 1C Wood New,Reroof(Tear-Off)or Recover A-2 Meth.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6 1D Wood New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base insulation,Bonded Top Insulation,Bonded Roof Cover 7 1E Wood New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 7-10 1F Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 10-13 1G Wood New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 13-17 1H Wood New,Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 18-23 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover _ 24 2A Si --Structural concrete New,Reroof(Tear-0,.,o. ." -rer B-1 Mech.Attached Base 1nsul6.....,,Bonded Top Insulation,Bonded Roof Cover 25 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C-1 Mech.Attached insulation,Bonded Roof Cover 26-30 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 30-31 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Meth.Attached Base Membrane,Bonded Roof Cover 31 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 32-36 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 36 4A lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 37 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 38 4C Lightweight concrete New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-40 SA Cementitious wood fiber Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41 58 Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 41-42 5C Cementitious wood fiber Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42 6A Existink gyp.:urti Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof LUVer 43-44 63 Existing gypsum Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 44 7A Various Recover A-i Bonded Insulation,Bonded Roof Cover 4S 46 7B Various Recover F Non-insulated,Bonded Roof Cover 46 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 Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the following engagements: D Wood Deck: Minimum 1-Inch plywood penetration or wood plank embedment. > Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. i Structural Concrete: Minimum 1-inch embedment Into pilot hole in accordance with pub IJ1ecLiastaDatioa�pstcuttlons MEMO ETC,LLC Evaluation Report M10000.03.08-117 for F1.304ti7-R7 Certificate of Authorization 1132455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 7:10/02/2020 02018 NEMO ETC,LLC Mule-Hide Modified Bitumen Roof Systems;(603)365.3111 Appendix 1,Page 1 of 46 '. l Vt �Y f��'.h{♦Q�' ".`°iij.� #+.f. t Ufa v ^ ww.....r.?.•,: .!'. y1 t mo f @$Ca 3 Unless otherwise noted,insulation may be anyone layer or combination of FBC Approved(Local or Statewide)board($)that meet FBC 1505 and,for foam plastic,f8C Chapter 26,when installed with the roof cover. 4 Minimum 200 psi,minimum 2-inch thick FBC Approved lightweight insulating concrete maybe substituted for rigid insulation board for System Types B-1,C-1,C-2,D-1 or D-2,whereby fasteners are installed through the lightweight Insulating concrete to engage the structural deck The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having lurisdiction.This is a wind uplift resistance allowance and does not purport to address non-wind-uplift-related Issues,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 5 Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Lass Prevention Data Sheet 1-Z9(February 20ZO). 6 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 asnoted in the manufacturer's published instructions. Hot asphalt(HA): Full coverage at 25-30lbs/square. > DuPont INSTA STIK QulkSet Insulation Adhesive(D-IS): Continuous 0.75 to ldnch wide ribbons,12-inch o.c. > H.B.Fuller Millennium One Step Foamable Adhesive(M-DSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. > We rer'a,'1illennium PG-1 Pump Grade Adhesive(M-PG1): "- ^c. '0,25 to 0.5-inch wide ribbons,12-inch o.. > OMG OlyBonu.,u0(011500): Continuous 0.75 to 1-inch wide ribbons,11-inch o.c. Note: Olygond Green may be used where OfyBond 500 is referenced. i OlyBond Classic(OB Classic): Full coverage at 1 gal/square. i Note:When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. > Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation boardshall be not less than one-half the specified ribbons spacing. 7 Unless otherwise noted,all insulations are flat-stock 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 MDP listings in the tables;rather If MOP 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. i H.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): MDP= -157.5 psf (Min.0.5-inch thick) H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PG1): 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) i OMG Olyaond 500(08500): MDP= -187.5 psf (Min.OS-inch thick ISO 95+GL) i OMG OlyBond 500(0B50O): MDP= -315.0 psf (Min.0.5-inch thick ENRGY 3) > OMG OlySond 500(O11500): MDP= -487.5 psf (Min.0.5-inch thick ACFoam 11) 8 For adhered roof insulation at.0 board-size: Unless otherwise noted,refer to Sectiun!. iv.6 2 of FM Loss Prevention Data Sheet 1-29(February cOtO}, 9 For mechanically attached components or partially-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked withan asterisk"carry the limitations set forth in Section 2.2.10.1 of FM Loss Preventlon Data Sheet 1-29(February 20201 for Zone 2/3 enhancements. 10 For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16.No rational analysis is permitted for these systems. 11 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 ANSI/SPRI FX-1 or Testing Application Standard TA5105. 12 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. if any surface conditions exist that bring system performance into question,field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insuiationar membrane over existing substrates in a recover installation,the existing roof em shall be ca able of reslstln pLoipcLdesigcLptessuces on iLL,ownmerittnthe satI3taciIoaofthelauthaiIij+ Havirrg7UrtO on,a o omen t roug ie uplift testing. Field uplift testing shall be In accordance with ASTM e907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. NENIO VC,LLC Evaluation Report M10000.03.08-117 for FL104S7-R7 Certificate of Authorization 432,155 :^'EC;"I^1''"'•70'F JON-HVHZ E'a A!UA' :3N Revision 7:10/02)2020 ®2018?, MO FTC,LLC Mule-Hide Modified Bitumen Roof Systems:(608)365-3111 Appendix 1,Page 2 o 46 v .'+i+�' �.!"'� -3 �, g•. `�''� �. f �� �tf,,;f'•.e4�� f. .;+ !s J`�. •1!c �' � - ,�„' 4 '.:.. �i,.._. y _ NEMO etc. 13 Refer to FBC 1511 for requirements and limitations regarding recover Installations. For Structural Concrete Deck or Recover Applications using System Type C-1,C-2,D-1 or D-2,the insulation is optlonal. Alternatively,an FBC Approved insulation board or coverboard maybe used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation(Note 5 herein).The separator component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete(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. Unless otherwise noted,for systems where specific LWIC Is not referenced,the minimum design mix shall be 300 psi. In all cases,the minlmum top-coat thickness is 2-inches. For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Paint 1. For"pre-existent"LWIC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO (FBC CER1592). Use of these listings in new construction or re-roof(tear-off)applications Is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For bonded membrane applications,unless otherwise noted,refer to the following. MEMBRANE/ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION APP-SA Cap Ply SA APP Cap Sheet,SA APP Cap Sheet FR,SA APP KoolCa ,SA APP KoolCap FR SnIP-Adhering IAP'j.Sel_f-Adhering) Note: Self-adhr-,r. !branes shall not be installed over APP-TAorSBS :A ' •>*brones. APP TA Base Ply or Ply One or more plies APP Torch Base Premier,APP Torch S Premier,APP Torch Base/Cap (APP,Torch-Applied) Cap Ply APP Torch S Premier,APP Torch G Premier,APP Torch G FR Premier,APP Torch Base/Cap,APP Torch G,APP Torch G KoolCap,APP Torch-Applied Torch G FR KoolCa SBS-SA-H Base Ply Torch Base SA Setf-adhering (followed (SBS.Self•Adhering,Hybrid Systems) by torch-applied sheet) SBS-SA Base PIy One or more plies SA Base Sheet,SA Base Sheet FR (SBS,Self-Adhering) Cap Ply SA SBS Cap Sheet,SA SBS Cap Sheet FR Self-Adhering Note: I Self-adhering membranes shall not be installed over APP-TA or SBS-SA-H membranes. 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MOP limitations. The lesser of the MDP listings below vs.those in Table 3A applies. VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;FOLLOWED BY AOHES)VE-APPLIED INSULATION PER TABLE 3A: OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP # TYPE(NOTE 15) APPLICATION (PSF) C-V8-1. N"' "''le 121 SA Base Sheet _ Self-Ad` D-IS,12-inch o.c. -60.0 C-VB-2. MUIe_H;de 121 APP Torch Base Premier Torch-applied D-IS,12-inch o.c. -75.0 C-VB-3. Mule-Hide 121 SA SBS Cap Sheet Self-Adhering D-IS,12-inch o.c. -75.0 C-VB-4. Mule-Hide 121 SA SBS Cap Sheet Self-Adhering M-OSFA,12-Inch o.c. -157.5 C-VB-S. Mule-Hide 121 SA Base Sheet,SA Base Sheet FR Self-Adhering M-OSFA,M-PG-1 or 08500,12-inch o.c. 290.0 17 "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads NEMO ETC,LLC Evaluation Report M10D00.03.08-117 for FL10497-RI Certificate of Authorization 432455 7"'EDITION(2020)FBC NON-HVHZ EVALUATION Revision 7:10/02/2020 ©2018 MEMO ETC,LLC Mule-Hide Modified Bitumen Roof Systems;(608)365-3111 Appendix 1,Page 3 of 46 UNEMO(etc . 1 D• • • O 0 .. .D• D • D • ' 0 • • System No. Deck(Note 1) Primer Roof Cover(Note 15) Joint Treatment Base Ply Ply tap Ply MDP(psf) SELF-ADHERING BASE PLY: W-154 APA rated,7/16 CAT, OSB joints are covered with 4-Inch wide strips of SA QA1B in osure 1 OSB None Base Sheet,rolled into place to crease continuous bond. SSS-SA (Optional)SBS-SA,APP-TA SBS-SA,APP-SA,APP-TA -52.5 W-155 Min.15/32-inch plywood None None SBS-SA (Optional)SBS-SA,APP-TA SBS-SA,APP-SA,APP-TA -90.0 6 in.15/32-inch plywood Mule-Hide 121 None SOS-SA (Optional)SBS-SA,APP-TA SBS-SA,APP-SA,APP-TA 97.5 W-157 Min.15/32-inch plywood (Optional)Mule-Hide 121 Plywood joints are covered with 4-inch wide strips of SA S BS-SA Base Sheet rolled into place to create continuous bond. (Optional)SBS-SA,APP-TA SBS-SA,APP-SA,APP-TA -135.0 HYBRIDS'STCMS WITHSELFFA.DHERING SBS BASE PLY: W-156` ,.,,,,.15 -,.._.I plywood None None SBS-SA-H (Optional)ADP-TA APP-TA -90.0 W-159 Min.15/32-inch plywood Mule-Hide 121 None SBS-SA-H (Optional)APP-TA APP-TA -97.5 W-160 Min.15/32-inch plywood (Optional)Mule-Hide 121 Plywood joints are covered with 4-inch wide strips of SA SBS-SA-H (Optional)APP-TA APP-TA -97.5 Base Sheet,rolled into place to create continuous bond. NtMO ETC,LLC Certificate of Autnorization 11324SS Evaluation Report M10000.03.08-R7 for FL10497-R7 tC T1OP1 i;CD2018 NEMO F LLC :":FG' 'ON-iVH�"cVALL ATICN Revis,on 7:10/02/2020 Mule tide Modified Bitumen Roof Systems;(608)365-3111 Append...i,Page 24 of 46 i r t ONEM01letc. a § �iI.� .0 D •D N. .Y '0 .D 0 00 (0 1 t�� p' t ( l i Base Insulation Layer Top Insulation Layer Roof Cover(Note 15) System Substrate MDP No. (Notes 1&12) Type Attach Attach Base Ply Ply Cap Ply (psi) (Notes 6,7,8) Type (Notes 6,7,81 Existing Min.1.5-Inch Poly ISO 2,ACFoam II, ENRGY 3,H- (Optional) SBS-SA, R-14 asphaltic roof Shield or Multi Max FA3 M-OSFA Min.0.25-inch DensDeck Prime M-OSFA SBS-SA SBS-SA, APP-SA, -72 5 APP-TA APP-TA Existing Min.I.S-inch Poly ISO 2,ACFoam 11, ENRGY 3,H- (Optional)additional layers(s)of base insulation and/or (Optional) SBS-SA, R-15 asphaltic roof Shield or Multi-Max FA3 M-OSFA min.0.25 inch SECUROCK Gypsum-Fiber Raof Board M-OSFA SBS-SA SBS-SA, APP-SA, -157.5 APP-TA APP-TA HYBRID SYSTEMS MTH SELF-ADHERING SBS BASE PLY: (Optional)additional[aye-gO^f 1-se insulation and/or R-16 7 'rting Min.1.5-inch Multi-Max FA3 DAS min.0.25-inch SECUROCK Gypsum-Fiber Roof Board or D-IS SBS-SA-H t` APP-TA -67.5 asphaltic roof APP-TA DensDeck Prime R-17 Existing Min.1.5-Inch Poly ISO 2,ACFoam II,ENRGY 3 or DAS Min.0.25-Inch DensDeck Prime DAS SBS-SA-H (Optional) APP-TA -72 5 asphaltic roof Multi-Max FA3 or min.2.0 pcf Insulfoam APP-TA R-18 Existing Min.1.5-inch min.2.0 pcf Insulfoam D-IS Min.0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA-H (Optional) APP-TA -90.0 asphaltic roof APP-TA R-19 Existing Min.1.5•inch Poly 150 2,ACFoam 11 or ENRGY 3 D-IS (Optional)additional layers(s)of base insulation and/or D-IS SBS-SA-H (Optional) APP-TA 90.0 asphaltic roof min.0.25-inch SECUROCK Gypsum-Fiber Roof Board APP-TA R-20 Existing Min.IS-inch Poly iSO 2,ACFoam 11,ENRGY 3, 08500 Min.0.25-Inch DensDeck Prime 06500 SBS-SA-H (Optional) APP-TA -72.5 asphaltic roof Poly 1501 or H-Shield or min.2.0 pcf Insulfoam APP-TA R-21 Existing Min.1.5-inch,min.2.0 pcf Insulfoam OBSOO Min.0.25-inch SECUROCK Gypsum-Fiber Roof Board 06500 SBS-SA-H (Optional) APP-TA -120.0 asphaltic roof APP-TA Existing Min.1.5-inch Poly ISO 2,ACFoam 11,ENRGY 3, (Optional)additional layers(s)of base insulation and/or (Optional) R-22 OB500 OB500 SBS-SA-H APP-TA -1275 asphaltic roof Poly ISO' --"Shield 11,25-inch SECUROCK Gypsum-Fiber Roof Board APP-TA R-23 Existing Min.1.5-inch Poly ISO 2,ACFoam 11, ENRGY 3,H- M-OSFA MIn.0.25-inch DensDeck Prime M-OSFA SBS-SA-H (Optional) APP-TA -72.5 asphaltic roof Shield or Multi-Max FA3 APP TA R-24 Existing Min.1.5-inch Poly ISO 2,ACFoam 11, ENRGY 3,H- M-OSFA (Optional)additional Iayers(s)of base Insulation and/or M-OSFA SBS-SA-H (Optional) APP-TA -1S75 asphaltic roof I Shield or Multi-Max FA3 min.0.25-inch SECUROCK Gypsum-Fiber Roof Board APP-TA S i 0 0 � � } 0 D .6 � / •0 0 Y System No. Substrate r Primer Roof Cover(Note 15) MDP(psf) (Notes 1&12) Base Ply Ply Cap Ply R-25 Existing fully-adhered,granule- None APP Torch S Premier,torch-applied (Optional)APP Torch S Premier,torch-applied APP-TA -362.5 surfaced modified bitumen R-26 Existing fully-adhered. ranule- _Mule--Hlde721--APPTofch em e,to'rch- pa pre —( p Iona jAPP orc remler,tort -app a AP - A -445.0 surfaced modified bitumen NEW ETC,LLC Evaluation Report M10000.03.08-R7 for FL20497-R7 Certificate of Authorization#32455 7"'EDITION(2020)FBC NON-HVHL EVALUATION Revision 7:10/02/2020 02018 NEMO ETC,LLC Mule-Hide Modified Bitumen Raof Systems;(608)365-3111 Appendix 1,Page 46 of 46 �.ti•'_'"_._ v:f� P/�+ue"(c=r� _ _.,.�G'�Y,�.,yys�%�v+-Ttl" c :_3' S '-•�'_t.'•�e~-��!•W+f 1'_:_-�-5 ' -'+�� v fH'^^"C�l S�-rs'. .l 1• JJ� `S`..ii'�YnV