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HomeMy WebLinkAboutAPPROVED 108 Camelot Drive NOA (Underlayment)NEMO ( etc. Certificate of Authorization #3 4 .5 353 Kristian Street, Unit Oxford, CT 06478 (203) -4 EVALUATE TEST CONSULT ENGINEER Soprema., Inc, 1640 rye Haggerty Drummondville, Qu e-F bec J2C 5P8 Canada P, (819) 478-2400 FL2569-R21 I Datof Issuance: 06f 15120Q9 Recision 19:12j16/2020 SCOPES • - tapplicabler la ins governing the use of This Evaluation Report " issued under Rule I and construction materials in thie Statf Florida. The documentation P.E. for use f th product d r the 8ii Code. The roduct described r in has been evaluated for t th Edition(2020)Florida Building Code sections �t � r i�rr.� ���� 1�1�1t�n , A VrJG PJG i}. __ _ _+F`µ}7 {: G - - •1` Ti: 'tir+Gtir .n__y_Tr. rxvv -.:J.- - -55-.,;-++ SELILabeling loll be in accordance with the requirements herein and FBC 1 0 .1-1. CONTINUED COMPLIANCE: Th i Ea iatir� pia I iu nt! I sub ti me as the n a m e d prod u ct(s) cha nges, th e referen ced F F ��provisionsthat relatetthe product(s) change. Quality Assurance r production f a int location changes, r Acceptance f our Evaluation Reports the named client constitutes agreement to notify changes to the product(s), the Quality Assurance or the production facil-Ity location(s)-!: NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval number (FL preced ed by the wo rds " N E M 0 1 etc. Eva I u ated"' m ay be displayed i n advertisingliterature, n ROi displayed, tit lnl#be donel It entirety. I PE Tiow n request, a copy of this entire E a� at�o Report shall i b provided to the user b the manufacturer •bet the +�� site at• tl�� re �f ��e u i Idir�g ff�il! o �` �� d-���r- ��tr �d ail �r����1 �pt�n � � . This Evaluation Report consists of pages I through 9. Prepared by: Robert LK Nleminens P.E. Florida Registration Jvo. 59166,. Florida DCA ANE1983 The facsi ite 'seaI appearing was author zed by Robert Nieminen, P.E, on 12/16/ 0 0. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: f � �r will it acquire, � financial �r���rSt in and Companymanufacturing or 1. NEMO ETC, ' L does not have, nor does It intend to acquire � distributing products It evaluates. • lob � �r� company anufactu�l��g or distributing pro��t� �� evaluates. 2. NEMO ETCy LL is not owned, operated or controlled � i financial interest in err opan manufacturing or ditr�butin products for t ���� l�n��� P.E. ���� not have n�� 1i1 a��l��� � which the evaluation reports are being issued. 4. Robert ! four wj11 acquire, a 11 na ncia l interea in any Q-thlalr entity i nao#vQcl in thQ anoro a l process of the • nor Robert le i rye rat P.E.a re., i n a way, the Designer of Record for any 5. This i a building codevaluation, Neither E ETC, us r i on s thereof, is/ryas used for perm #tti�ng 6r design guidance unless retained proi��t �� v����l� �1 E���t��n ��p�x €��' previous fall for that purpose. 0 19 N E Mo ETC., LLC 4 IF h RooFING COMPONENT EvAwAnON: Product Category: R, oft Sub s-te or ; U; d rl a meat N EMO etc. Compliance Statement: Sapre a Raab Underpayments, as produced by Saprema, have demonstrated compliance with the following sections aft � r Edition (2020) Florida Building Code through testing in accordance with the following Standards. Complian e is Subject to the Installation Requirements and Limitations j Conditions of Use set forth herein. 15..1 1504.3.1 1507.1.1, I { .4, 1 0 . . _ i 0 -1-1, R905.2.8.2 1507.3.3 / R905.3.3 1507-11.2 / R905.11.2 TAS 110 ERE] (TST6049) ERD (TST6049) ERD (TST6049) ERA (TST6049) EltQ (TST6D49) ERD (TST6049) ERD (T5T6049) Sao (TST6049) ERD (TSTS049) ERD (TST6Q49) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TSF6049) ERt? (T5T5049) M-v (CER1592) iCC-ES (EVL2396) NEMa (TST6049) NEMo (TST6049) NEMO (TST6049) NEMO (TST6049) NEMU (TST6049) NEMD (TST6049) PRE (TST5878) Soprema, Inc. (PDM3511) iJL, LLC (QUA9625) UL. LLC (QUA9625) iJL. LLC (QiJA9625) uL, Lac (qUA9s2s) NEMO ETC., LLC e rdficaft of A uthorfzacion ff.3245.5 ind resistance ind resistance aterial standard ;atsriai standard Material standard ccelerated Weathering urination . Standard.. FM 4474 Ili. 2$97 ASTM v1s7o d Resistance TM D 1970 TAS110(QQ RSA/TRI 04-12 (OH) STM D1 (OH) STM D1970 (MS) STM D190(M) 6TM D1 (BC) I&M D1 0 (QQ ISM D1970 (OH) .&M D19 0 (MS) 6TM D1 (OH) ensile Adhesion Long Term Aging e kc elerat d W atheei ng ind Resistance VHZ Compliance 15 i BC Compliance M D 1970 / TAS I 10 (QC) Ind Resistance M D4798/D1970 (OH & MS) ensile Adhesion Long Term Aging g4. el adhesion (existi nunderlamenu eel adhesion (existing underlayments) TM D10 (MS) qui a1en { Declaration uality Control uality Control unl*ttv Contra[ Sop rema Roof Underlayments F TRi., Sixth Edition 2018 ASTM D6163 2015 ASTM D47982011 naftmnce 2779.07.0507/15/2DO5 * 1 . . 11- FBI 0710 S11150-05.09-R2 10/05/2010 S37210.11.11 11/09/2011 S37210.12.11 12101/2011 S40540.02.13-1 0 1 01 S4480*04. 1- 0 14 S44870.04.14-3 04/02/2014 S4480.04-1 -1 01 04 10 01 44870..14-4 41014 S40540.10.14 ' 10/31/2014 SOPC-SC7645.07.15 02/19/2015 O P - 0.04.14 01 SOPC-SC14045.05.17-RI 06/07/2017 18-0329.03 1 ESR-15 4 3 01 01 P - . .15- i I 04 / 01 4-SOPC-18-003.08.18 08/27/2018 45-SOPC-18-002.05.19.A 05/31/2019 4 p- D -1 -SSLAP-. i'02/10/2020 4j- PC-1 - UDL-04. 0 1 0 0 4j- - G- D Li0 1 12/16/2020 SOP-04-0-01 01 SA SMOOTH PLY 40 01 MLA File o. R16814 1001 MLA File No. R27605 05/08/2019 1FI r6op ari5 Cu ire Evaluation Report SI1O..0 FL I Revision 19-.32/IS/2020 l Pa" 2of NEMO etc.. Mat:r�all .... ........ L J } 'St da''' -PIA ' ' 4 l a"'n- .. .,. .. .' : '..fin:- •... _ ...... .. ... .. .. ._...._ .. _.... r: 4.1 Lastanancl TU HT A5TM Diq7u ano -a rM , non -woven lr fabric F1 S T i 0 -18 surfaced, S13S modified bitumen goof nd rlayment ' 4.2 Tri-Built S HT TU AST 1 D1970 and Gulfport, IVIS self -adhering, non -woven polyester fabric nderl a m rat F Tl l 09-18 surfaced, SBS modified bitumen roof ndrlament 4.3 Lastobond Shield ASTIR D1970 Drummondville, ille, elf dh ring, woven polyethylene surfaced, SBS Edified bitumen: roof underlayment available i two widths; 36 a nd 45 inch 4.4 RESISTOSA SMOOTH PLY AST I D1970 Drummondville, QC self -adhering, wooen polyethylene surfaced, SBS 40 modified bltumeh roof underlayment .5 Lastobond ShieId HT ASTM D1970 Dru mood i I1 , QC self -adhering, woven polyethylene su diced, high temperature, SBS modified bitumen roof underla rnent ' 4.6 Lastobond Pro HT-N ASTIR D 1 70 Drummondville, self -adhering, woven polyethylene surfaced, SIBS modified bitumen roof underlayment available In two widths-, 36 and 45 inch 4. Lastobond Pro HT-S AST D1 7Drummondville, self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof . underlayment 4.8 En iro hfield AST [ D1970 Drummondville., QC self -adhering, woven polyethylene surfaced, high temperature, SBS m od ified bitumen roof nd rl yment 4.9 Lastobond 195 ASTM D1970 Gulfport, MS self-adher'in& glass -mat reinforced, sand - Wadsworth, OH surfaced, SBS m 6d ifi ed bitumen roof u nderlayrnent 4.10 Lastobond Eaves ASTM D1970 Gulfport., IDS self -adhering, gl ass -resat reinforced, sand - Protection Sheet Wadsworth, OH surfaced, SBS modified bitumen roof uriderla meat .11 Lastobond Eco ASTIR D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand- ulfport, MS surfaced, SB5 modified bitumen roof Wadsworth, OH underla m nt ' 4.12 Lastobond Smooth Seal ASTIVI D1970 Gulfport, IVIS self -adhering, glass -mat reinforced, film - HT Wadsworth, OH surfaced, SBS m bdifi d bitumen roof underlayment 4.13 Tri-Built Smooth HT A ASTM D1 70 Gulfport, MS self -adhering., glass -mat reinforced, filmr Und r~laym nt Wadsworth, orth, OH surfaced, SB5 mdified bitumen roof unde rla ment 4.14 Prrr e o r e Grip -Rite ASTIVI D1970 Gulfport., IVIS self -adhering, glass -mat reinforced, f i lm- I Smooth Seal HT Wadsworth, O H surfaced, SBS modified bitumen roof idrlant , 4.15 RESISTO LB1236 ASTMD1970 Drummondville, QC self -adhering, glass -mat reinforced, sand - Gulfport, lfpor-t, 11 surfaced, 535 od if led bitumen roof VVdaUvarth., ON unclariaymen 4.16 TRI U ILT Sand R SA ASTIVI D1 70 Drummondville, QC self -adhering, glass-r at reinforced sand - Shingle Underlayment Gulfport* MS surfaced, SBS m6difred bitumen roof Wadsworth, OH J.d rla m nt NEMO ETC, LLC Evaluation Report 18 10,0 *09-R19 Certificate of Authorization ##3 455 7TM EDITION (0 0) FBC NON-HVHZEVALUATION FL2569-R21 sop re a Roof Underlayments Revision 19:12/15/2020 Page 17 . 4. 1 4.19 4.20 k NEM0.1 etc. ...,. ,• .vr : •{•,;_ •, ; •; •I,, r. .. ...: - ;n. .. _.; ._ _': 'r +.' .'f aL' '"d: :.S•. .. - MOM 01 .r. .. .. . ..... '1• .... _ y .. . i" - - W r! i f PrimeSource rip -Rite ASTIR D1 70 Drummondville, self -adhering, glass -mat reinforced, r ced, sand - Ea a & VallevProtector Gulfporto M5 surfaced, 5B5 modified bitumen roof Wadsworth, ON underlament SRS TopShield ICE & ASTMD1 70 Drummondville, QC self -adhering, lass -mat reinforced, sand - WATER DEFENDER Gulfport,, MS surfaced, SBS modified bitumen roof Wadsworth, OH underla ment RESISTO LB1 44 ASTM D1970 Drummondville, QC self -adhering, la s-mat reinforced, sand- lf port# MS surfaced, SBS rn dified bitumen roof Wadsworth, H u nderla ment Colphene FR GR ASTM D6163 Gulfport, self -adhering, fiberglassfibe'rglass reinforced, ranule- I ads orth, QH surfaced, SOS mo'dified bitumen roof unOerlayment 5.1 This is a building code evaluation. Neither NEMO ETC* LLC nor Robert Nleminen, P.E. are, in any way, the Designer f Record for any project on which this Evaluation Report, or previous versions t ereof, is/was used for permitting Or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Reportis not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Bro ar and M*iaml*- Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FB C r q u *i re me nts to the s tisfacticn of the Authority Having Jurisdicti n 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603for -requirements and limitations concerning the use of foam plastic insulation. 5.5 SopremaRoof Underpayments 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 madeto the Authority Having Jur' di tion for a pprova I bas d on this a a I uation combin ed with surpport! n data for the pre pa red roof covering,. 5.6 AllowableRoof Covers* v � x � r• } j I- _ '. I �;}: •:' .r-- c .._ I , :! I .:. {•. ' r i"".:k. r �• . '�"{ I .: :'• ._ .. ' } .. z:.� I... •:.• J.' .,I• •I , V { �71.. a...... r # ! : : +Mr.7a'1rr� r • . r, r='L'.:' i:: _• ... _ ._. • _ ... ... _. �. �_ .. .� .�.. •�.�� .. ,. _.,.� r.r. ......�._ �'. .r ,�� .yam• ;•r. ;•. .r �r �� � ' � v , � � � .. •, _ � �_ � �. .� ... fir• ,.V -L• I i I • _ rt .. anc ' • yr 'v � r{ L I yR� !Wre �•r - .,•.L ! .. }.. I• _. i' es SIM ' .. 0 La sto bon d TU HT, Tri- 8 uilt iT TYes �� Yes��! �� e s es a o! nt strips, 1�. 2. 1.3 1 � �' I � r� rat � � � F�.1 SMOOTHYes PLY 40 R5.1. 1.3) Yes stobund Shield HT, Pro HT - Yes No No Yes Yes Yes Uointstfts,1507,11.3� Yes EnviroSIBield Yes No No Yes Yes Yes aoant strips, 1 7,1,13 LastoIkond Sages Protection sheet., es Yes No No No No Yes Uoint strips, 1507.1.1.3 � La tobond 1 RM5.1,13) Certificate Of A thorfzation #32455 T" EDITION (0 0) FBC NON-HVHZEVALUATION Sop re a Roof Underlayments Evaluation Re pa rt 1 010.0 +09- RI F L,5-R1 Revision 1: 115020 Page 4 of N EMO etc,. Yr,�. r. �.r ...,. �� . r, a.,• r. _.. .. s'*71•icr f •r'.-' r-... .. � _I.i . j .} � 4...� W.N.+. •Y �r.l r ry ''v' �� rl `..r .. �. {L � v x .,_ 'i-�. � � 2'1 f . :'- r -.:.� r. '+{M1- -1C •'• -r•: '- YJI, I ',•{ r:f{� ' ..} � Yl�'r }}�a,{�'-'{' �j� �';•i '-�.. is L!r:'t S }}..5,•,� y,•�,5.:a " 'Y. �`S i,. 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Sl-Eialrl I aetnhnnri i7rn I I I ft7ntinnafl ❑CT{Vf P V plywood, OSB or Southern Yellow Pine HT- , RESISTO SA SMOOTH PLY Deck D41, EMa to of Stick, (Sy , Lastobond Shield HT, sheathing Elastocol Stick Zero .Lastobond PrITT- ASTASTM D41 structural concrete EnviroShI eld Lastobond TLC HT, (Optional) Elastocol Dens Exec Prime or SECUROCK Gypsum- Tri-Built ITT TLC Insulation Stick Zero Fiber Roof: Board Underlayment., Lastobond Eaves Protection Sheet, Lasto bond :1 5, self- Lastobond TBI-BUILT Sa nd-R SA Sly i g l adheringe U nderla meat., Grip -Rite Sage Valley Protector, To I I ICE I. (Optional) Elastocol ASTM D ., Type II felt or I to lfl d Sopra- WATER DEFENDER, RESIST , tic r� L8, Lastobond Smooth Seal ITT, Tri-Bu rlt Smooth HT A Underlayment or Grip -Rite Smooth Seal HT (Optional) ATM Deck sheathing ASTM D1 self Stick Zero I Base Sheet I (Optional) EEaStOcal i Stick ZEfD 0 Plywood structural concrete Dens Deck. Pfimis nr SE UROCk Gypsum - Fiber Roof; Board F TM 1', Type 11 felt or Modified opra- I Refer to Tile Man ure s or d i e Hams adore s Florida Pro ct ppr o al for ve urni"n Mo e t Resistanc Performance. i NEMO ETC* LLC Evaluation Report 18010.0 .09-I11 Certificate of Authorization #32455 7" EDITION (2020) F8C NON-HVHZ ]EVALUATION FL2569-R21 Sop re a Roof U nd rl aym a rats Revision 19., 0 Page 5 of NEMO etc. M, ONE M, . . . . . . ---------- _P - - - - - - - - - - - ------- . . . . . . . u mv~..,K I I. !�?! I - . .. •-'• r•• -..I,[ .r,, .. ,. r ,_..,•.F� •• ;�• -r - •�. •�-, n;,r• •,: •. ._ ..�-,,..L... •r •••� r,•�� L•�. ,r.._�,..,r .a1 jk,!. 1 .},a f.r..Lti .� ,,.�.. ..;,.��.. ..}..ti.Y...�,�, ,...,,•... na nr• }� rr y. �f .•a....s rr .. _. .. � .}Y . .L.JC . r..•. _ . .. ,L ,..�. . r...... _ .. '. ..•s r.' ..!. ';•��.;rr ! :•!. , .� �;,r! .•� x + K r _ t� �•�r:La': rt:;rw .;v•!•;!• �. �. `.v. } _ ti! .L S•�r. } !��'(' !k, �}}; -�; �• r•��•. rL.. L•.5. r r?[.;r„_ a•. r r •.i .�{ SL{ _.7 '.I. �' � .•i '1 _.1 r.. .,c r•::r. ��: M1�.�.:rc•• •1 ,••�-•iF k+r� .'}JSr�r }• ## �y�rr : I •}2 }{' a JVr' ��JI 'Lf• ' 1�r S'' - ,C' }:' I: ' i' {r_ _•{ lY' ''F• ' .'f { � 4 I �'J •�- r_if • r�l' +l^ . _. .r. r�. �• � S� � a � � + � 1�r5,:r' � f.i�•!= �••' a..�� f c�1 a�r i• r r ....a. .. r�.r .� - tr .... ..... r. ..:. � .•, ..._ r.� •, 1. '. .. ..r. +i :�{al: iii •��:•: L �•f��Lf str 0*0:w. �'�\:__. .� •7F• { y• rr� :r:.f,... 'r i5• rl. .I .f. �/. I•fj •. r. r .a. 0.40 • - - +i'' r ��La�� .f.'{: � ii'. •!�, v 1 ..$�k+, awd - �• • '�'�' • r• ti '.i•'_"3 •. M1 .-Y•i ' •. ?,�;. ''i'• �. .� w• y�r�• ,. _Y; .., .•, ..t .. f• .�.� .... ...r.............•�....,a. .�.. 1•��-�•.'�"FL5 1 r rM,000r k rr r r. _... ._ .. .._ ,., .�.. ,. v' �:� , r... fi {4,{ ,• L. I....., , F ,r .• {. , ., , L i:�. .:�•S. .:}n �:y }. r. r�k �: ��•r''`r{ { Lii r'Mr �.y �}� '_i:it iai '�a,�._ �1 .I� i.�_.' 1JI ij•� • � • L.� M1.�..�. i ._!_ ry ,.y...•M1YM1�n•.y �. ,. ..._ �..ti ..M1a. .. .. .r._._... �... ... .. ..�. r. ...... ,rySv ._ .. .. ..... ._ 1 a .. .; .. ., r _ �.� _ . ti 5 .., �.r . • 1 P� :. • . ._..Fi: ?•r•l-r• - - i�ri•i �' �'ir�o :� II.....��... „ _ • ___. _. w.. .� .. .. ,. ... .�JC .. ++((r.. •.. •• .�}i .. i wr.M1_ .. ':..! .... .L {•M1•:''M1. � L - y I,.., ,:'r •• ii _ � !�k �. � ��•S• {r�� � .i � � � �.5 .yy .�•�• �•�.• •r�.� ,• ��. ,. ..... ., ... ..., .._.r ......, .. ,. , •, .•_. � .L I.• -I. - �{�. _ ,'F'.: ,'. � �r •1'� �i1 .... .ti r .,_.._..+C .. .. .� J ti {._ {. ...r. ...I a _ .. .f F F J k •. .. .. .. _. _.r .v .. •.. -. .• '. �• •� � •'!•! ih {.: �� i� : iA.'.?_:'.�i:'.1 ��_:_•.J? •.rl:.L.'.aJ. rlrt_. _ L - L sto b o nd T U HT., Trl if u l It HT a TU Underlayment, I E l T i L 1 T I -BUILT and-R Existing xtin sand-sulaced ed,self ., • Existing E I T EXTERIOR ,glass-fibersurfac �i Shingle U#rla f y,Grip-RiteyMherin�� in ral-sufface or film -surfaced roof substrate PRIMER EaveValleyProtector or underla ent TopShield ICE & WATER DEFENDER Fin a] accep Lance of on y existin substrate in a r roo (tear -off) installation is at th a discretion• of theinstalrer and th e A t orit + L Hai J�#i! �'`J 5 iction. Should a question arise as to the suitability of an exi5tin g 5ub5 trace to receive ve La tobon d TU HT, Tri- Build' ,CIA HT TU Un d rla men t, RESISTO LBI 236, T I:B it T Sand-R SA Sh Ingle Underloymen t Grip- Rite Ea a & Valley Protecior or TopSh eld ICE WATER DEFENDER elf -adhering underlayment.5, contact RESISTRESISTO technical support. I . 5.7.1 Soprema rea ranm,'ends endspriming with F Iastacal Stick, El stool 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. 5,7,2 Soprema requires tongue -and -groove board decking be covered with plywood or 6SB prior to installation of the self -adhering underlayment 5.8 Attachment Li itat o ns: 5. .1 For use u nder miechani al ly attach ed NO N-TILF Are ared roof cove rin , attachant s ha 11 be in accords n ce with the manufacturer's installation instructions, but —for mechanically attached u ndol anee rats or base sheets - not less than FBC 1507.1.1 or 0 7F1i 1. 5.8.2 For use under' the roof systems, attachment shall be in accordance with tie manufacturer's installation Instructions, but —for mechanically attached base sheets - not Tess than: F `TRI Florida High Wind Concrete and Clay Roof Tile installation Manual., Sixth Edition, Appendix A,, Table 1(for Two -Ply Asphalt Applied Hot Mop n rl ent) r 0• io r' . . herein (for other u nd rl a m ent systems), 5.8.3 Wind Resistance for Underloment Systems in The Roof Applications: 1—.9•1_1_.._1•1•_9.PI•..•__•I•PI___PI•1�.�. 1 1 . 111 1 11 .... _ The following wind uplift limititions apply to underlayment systems that are not. prescriptive In the FRSA I Florida High Wind Concrete and Clay Roof Tire Installation Manual, Sixth Edition. The Maximum Design Pressure is th a resu It of testi ng for wi nd I sad res its n ce based on a I Iowa b I e wi nd loads, a n'd reflects the u Itl ate passi n pressure divided b the 2 to 1 margin of safety per FBC 1504.9has already been ll d. }.11 Direct -to -Deck:. The maximum design pressure for the selected assembly bl leall meet or exceed that required under FR /TIC Florida High Wind Concrete and Clay Rao' Tile InAallation Manual, Sixth Edition`, Appendix A, Table 1A or the Critical (highest) design pressure determined d i accordance with FB 1609 or F , identf�r all Chapter #1 Ma imu m Design _.P_ res u r PI___977Y I� Deck. Min.1 -Inch plywood to meet Project requirements to satisfaction of Authority Having Jurisdiction. Primer., (Optional) Ela tocol Stick., Elastccol Stick Zero or RESISTO EXTERIOR PRIMER nderla ent: I.a tobond TU HT, Trl-Built HTTU Underlayment, self -adhered. #2 Maximum Design. Pressure = -67.m � f: Deck: Structural concrntc- +o rne4a* praj ect r< 99uir4--rn4n -E& +a6 sa+ra#ac#i�n of Autha,r ty Ha%renE5 JurEsc[ictil�n. Primer Eiasto of Stich Zero U nd arl a ent: Lastabond TU HT, Tri- u ilt ITT TU U nd rla meat, self -adhered. NEMO ETC, LL Certificate of Authorization #32455 7TM EDITION txDZOy F8C NON-HVHZ EVALUATION Snprema Roof Underlayments • N Evaluation Repot 18010t0 ,09- R 1 F5R21 Revision 19.,12/25/2020 Page 6 of 8 #3 Max! Deck: ium Deli Primer: Base Ply; Underla ent* NEMO etc. I Pressure = -120.0 P Min. 15+i n h AP -rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. (Optional) RE ISTO EX7ERIOR PRIMER RE51 TO 5A 5MOOTH PLY 4Ur sell -adhered, Lastobond TU HT, Tri-U i It HT TU Underlayment, self -adhered. #4 Maximum Design Pressure = -150.0. De l ; fain. 15 --inch AP -rated BCX plywood (may be installed -side up) t.o meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlay ent: Lastobond TU HT, Trig u i It FAT TU U nderlayme nt, self -adhered. other#5 All direct -deck adhered underlayment systems beneath the roof systerns carry a Maximum Design Pressure of -45 psf. i 5.8.3.2 Mechanically -Attached. -Base Sheet: The a i u m design pressure for the selected assembly shall meet or exceed that required under F TRI Florida High Wind Concrete and Clay Roof Tile installation Manual, Sixth Edition, Appendix A, Table 1A or the cri"t cal (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,to assembly shall meet'or exceed at least the Zone 1 the �� � m design err pressure r-e for the selected design �� accordance ith F8C 1609 or FBC Residential Chi ter I Elevated pressure zones � shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are Al l PRi WD1, FM Loss Prevention Data Sheet 1-29, Roofing ppii at'ion Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with are asterisk* carry the limitations set forth in Section . .1 .1 of FM Loss Prevention Data Sheet 1- (February 0 0) for enhancements.. #6 Ma imu Dgst n Pressure = - 0 Deck: Min' 1 -lath plywood to meet project requirements to satisfaction; of Authority H aving iurisdi tion. Base Sheet: Modified Sopra-Gmechanically attached ritb nail (FBC 151 .5.1) and tin cap (FBC 1517. ,) spaced 6- inch o+ . at the 4-inch laps and 6-inch o. c. in three (3), q ual i spaced tows in the center of the sheet. Underia ent: Lastobond TU HT, Tri-Built HT TLC U nderIa me nt, self -adhered I . .4 For use over insulation or coverboard and under e ha n i s i I attached prepa red ;roof coverings, underlayment attachment small be in accordance with the manufacturer"manufacturer"s installation instructions and attachment of the insulation or coverboard shall be in accord@nce with the prepared roof covering anufacture Product Approval. 5.9 Exposure Limitations.: w i y i {r• k•r F}J +i it Y i'HIr �' r�'N y �L .� { L •� � _ ' XJ� � S .45 y � i' S •ti FL{ � in'. ~�ii4-• f{'�{ti ^r^ iS ry�y'!r .'� �7}r"' i � Y�+�'' i+2�y 'i- +� !��_� i �yy�.�L{ tirrr ,•{ � �$ t{'+ rye i. y�' - I L } r�,+. k °� Sk �r x �' i.• ?tx �, ,qq��{yr IJS rry Ma• i •i }A' r J, y{�J+ems S�,yg¢'y,�}SY. }y"s7atM��ir 1- $ } } Tk{ .7 1r1 - xy' p:'• '4+ :� { f}• I$ r }}'+��y.r,3,'`{ a� ti i J r44 i{'y L�7^��'{•+K'f^+c# f F' '� y r ' L7 `� k y�.+r k�r. ;.�i �' l i+r��•r•r Z I i• a 3 x'x t• k;} } C �L'•x �'wv x{�'�o rkk..{. . Ai• vs n �'•.: n �•�i •Y x�.�<���• L.r Ir i.1TF .r . r•r :: $� f�r�i: toY ktSd�� h..x•� + k-} '+, i ii} t}S�y 2{• $�j ,; �C: `ems �' �y j •+cp �[ }{r.• �.{ i r, r "+y ,/ -'K J }'£ h {ai {5 r. LiJ: ter yt •�r'y, ¢ f4 •i� i �iPi F r. r ' #' ,.' 'Y•�+,0 x��� '{ n,..ti'e', •..1r i.•/• -0{'{,L+wa�a+�ti+!{�Jf.V :aa+••i.i fi�a}: y{!.r;aL,L�:hnLri}1l .a}}!}.ti}.• �F�' , iiJ •L} r.'`, !S,`'-v i;Y1':, .7c +i �7 }vt'}, k + fl '�• ...... • r r r• _ -U nde ment J _ . CIM1•11 :. i lil i� ... L and E ICE I T LB1 T I Lastobond EavesProtein let{ Lastobond �., at�� �, , e I ha�r�ll BUILT and-R hi le Underla meat Grip -Rite Ea ail Proteanr T hreld ICE i 1 0 attached WATER DEFENDER or# E I T LB1244 Adh si a -sat the roof Lastobond T HT, Tri-Built ITT TU n derl aym e nt Lastobond Shi eld, Lastobond Pro HT- RESISTO SA SMOOTH PLY 40, Lastobond Shield SIT, , Mechanically F Lastobond Pro HT- EnviroShield, Lastobond Smooth Seal HT', Tri-Bu rit Smooth HT 0 , attached 6hanically Lastobond TU HT, Tri-Built HT TLC Underia me nt or Colphene FR GR as cd 180 NEMO ET,LL Cer t1f icate of Authorization #32455 T" E DITI (0 0) FBC NON-14VHZ EVALU ATI O N oprema Roof Undo rlayme its Evaluation Report 18010.0 .09TMR 1 Revision 1 :1 1 0 Page 7 of 9 a i I I i I NEmoetc. .10 Tile l� t aLimitations: When loadin 'roof tiles n the u nd rl a nt in direct -deck the roof assemblies, the �� maximum roof slope shall be as follows. These slope limitations ca only be excebded by using battens during I loading of the roof tiles. 66241 Soprema Roof Underla rents shall be installed in accordance with Soprema published installation subject to the Limitations set forth in Section 5 herein and the specifics noted belo r. instructions Re -fasten any loose decking panels, and check for protruding rail heads. Sweeo the substrate thoroughly to remove any Est and debris prior to application.,and prime the substrate (if applicable). 4 Installation of RESISTO LB1236, TI I- UILT Sand-R SA ShingleUnderla r nt, Grip-1 *Ite Eave & Valley Protector or TopShleld ICE & WATER FFE DER self -adhering underlaymentin a reroof (tear-o4) application atop an existing nde rla r ent(per Table ) requires priming of the existing substrate with RESISTO EXTERIOR PRIMER. Final acceptance f any existing u b trate in a r roof (tear -off) installation is at the discretion of the installer and the AuthorityHaving Jurisdiction. Should a question arise as to the suitability of ari existing substrate to receive RESISTO LBO, * T I -BUILT Sand-R SA Shingle Underla ment, Grip -Rite Faye & ValleyProtector or T p bi ld ICE I WATER DEFENDER self -adhering underlayments, contact RESISTO technical supoort. . . Non -Tile Applications: Shall beinstalled in compliance with requirements for an �� roved self -adhering underlayment (ASTD1 ) in FBC i or 1507.1.1.3 or FBC Residential 90. 1. .1 or R905.1.1.3 for the type of prepared roof corI rig to be installed, and the manufacturer's installation instructions. attached base sheet of FB roved ASTIR D22 T I i It the base sheet �n � nst�ll� ��r~ � b�� r�� �� shall be fastened in accordance with FBC 2507.1.1 or R905.11. f, ` � LLB ; Evaluation Rem 19010.0 .0 - R 1 Certificate of Authorization # 32455 7"H EDITION (0 0) FBC NON-HVHZ EVALUATION FL 9-R 1 opr a Roof nder layment � r r : 1 Page a of I U 0 I I I • I I 63*2 Tile Ak lic�tMn' ' Limited to L t b nd TU FAT, Tri-Built A HT TU Underlayment or Colphene F NEMO etc. Shall be installed i '. n compliance with the requirements for Self -Adhered Membrano set forth in F T i Florida High Wind Concrete and Clay Roof Tile InstallaVon Manual, Sixth Edition and tho manufneturer's installation I I instructions. Riefer to Section 5i.8.3 herein for attachment limitations. Refer to Table herein for the staging limitations. As required th Building ici f or Authority Having Jurisdiction to properly product i I luate the installation of this Contact the named QA entity for manufactu-ring tacilities covered by F.A.C. Rule 61cizu-5 QA requirements. i I to Section 4 here!' for products and production' location's having met codified mat6rial standards. NEMO ETC, LL L., LL — LEA ; 1) - 4 ; I .ch l lor@ u . u 1. co ril D OF EVALUATION REPORT Wd P 7T14 EDITION 1 0 0) FBC NON-HVHZAWATI Soprema Roof U nde rl ayments I T r Evaluation Report S18010,06.09-R19 F 5 9-R21 Revision 19t 1 15120 0 Page 9 of 9