The URL can be used to link to this page

Home My WebLink AboutAPPROVED 2020 Standing Seam product approvalBOO HDmc k Lot In ! Use, RtPibatian I 'Hot-1ap1(S . Sub-t Suf&;prga Slots & Faicks 1�oProduct Appmv&lUSER: Public URr Prwriijri Apfrrw?il Mirnu -PrcW jlt or Ag4:callQn $earth JupG[o�14 1 r RPllsatFon Detail M'. FL -# FU5621-R) = F-4 I f Appaltatlon Type Rewi:5iop Coda Versi-an 2020 ApOr.aticin Status ADvraved C-a mmerlm Ar&rlved k. Nblicationcs Goo+ M'U* IO$ S#C Map Unks I U#n4 A,d.dre55�Phone?ErnaiI 216a SW Rama arivet Pa IM City, FL 34990 I I Y�I ISJ�tI lFl �4l� jrol �U4i'.4JIJ� I TeChrl ill Repress n tatiwe AddreSS JPKone{Ema I I QuaLity A5&vrance kcpr.�5entatiaq Address{Phone}Errla I I Category Roofing Subcategory MCI RQofiing Campl,lanc-@ Method Evaluatlori RoKrt from a Ftorlda keg istered Arehiteft or a Licon sed Fl-Grida Fora I u ation Report • Ha rd oopy Received Florin { n p I veer Gr ArchGtect Narne who developed the David En g Evaluation Report Florida License PE-$1377 Quality A!;!5vrpnce Entity Kaystone Cer#fFcation!5'r Inc - Quality Assurance i .a.amract Explratl oft bate n4 f 22 f 2024 Valldated by James K Wally, PE ValidatiGn Checklist - Hardc-ap-r Received Certificate of � ndependence Certifled By SQttiran� rForn the Code FU S621 R 2 COT 2 6ga Snap"ax p[Vw&gd ,Ind F TAS FOD TAS 125 ;ramw W a S F' 19$3 2003 Product ApproVal Method Method i Opti !wi D Date Subm ittei;! Dete Vail -dated Date Pending F5C Approval Date ADDrow-ed t2l12020 12/17/2020 17 f 261Z020 02/09/2oz1 fL 4 'Modal, Number or Name 5621,1 01; 2-6ga SnapMax on Plywood Limits of U-sia Approved for use in HVHZ: Flo Appro+tdl ter use outside HVHZ., Yes Impact Resistant: WA Design Pressure: +N}Al-97.25 otter. Refer to evaluation r 0ott 25621.2 02: 0-12 Aluminum Sric pMax on Plwood Limits. of Use Approved for use In IIVMZ.- No Approved for use outside KVH3: Yes t m pact Resistant: H f A Design Pressure: +N/A-78_5 other; Refer to evaluation reW 2562 1.3 beseripti ar 2 5 g.a ( min) SnapMi5x 1. 0" nail gtrip on 1 �/32' [Mini) Oywood Dr 3{4" CrnJn) wood plank Installation Injetructioris FL25621 R2 ] ] 26 a Snap.max p1�m-pd.pcjf Verified By-- Davl d Eng r AEE 81377 Qr�atnNd by Independent Third Pa rtyr; Yes Evaluation Reports FL25621 R2 AE 26ga SnapMax p1yrtiwood.pLf Created by I rreftpe nd a nt Th i'r d Party, Yes Nn mina Ilyf 0.032" a I u minum (.o r thick-ei-) Snap!Ylax 1.0" nail Strl p on i S13 2" Cm in) plyw*c4 pr 3/4" wpDd plank I" stall lation I nstruoui ons r�M ax al+.p r r ulf Verified BY: David Ergg, PE 81377 Created tY Independent'rhird Party; Yes fxaluatlon Reports FL25621 R2 A2 -Sna&ax ujytWQ0,pff Cre-ated W Independent Third Rsrty; Ves 0 1 - 032 Aluminum 12" SnapM-Dx on Nominclly 0.032" aluminum (or th3irker) SnapMax 1.0' nail strip Ptywo.od with I ?" co eeage 0r1 15f 32" Cm in) plywa-Dd or 3/4" wood plank Linnds -uf Use Approved far use in Fi V HZ : No Approved for use outside liVhl2: Yes Impact Resistant: N/A Design Pressure: -hNjA}.69.2$ Other. Refer to evaluation report 256 21 _-1 U4 - 269a SnapMax on Plywood Llrrrits of UsQ Approved for tree in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A besigrn Pressure: #NJAV-121.7� G the r. Refer to evaluation rcpprt 2562115 105; 26ga 5riapMax On Plywood HVHZ Limits of Use Approved for Use hn HVKZ. Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Deign pressure; +N{AI-176 Cd-her: Refer to evalLiation report 2 5 621, 6 06: 249a SnapHax on Plywood 'Limits of Use Approved for Use in HVHZ: No Approved for use -o%+tside HVHZ; Yes Impact Resistant: WA Design Pre•"ure: +f IAI-206 Othibre n rfe r Co evaluation report 25621.7 5621, 107: 032 Altlml n u m SnapM ax Dn. plywood L l-mits of Use Approved for Use in HVHZ: No InwAnliatlon Instructians f� 021 R2 11 032 $napMax 12in FlywUoio,Off Verified By; David Engr PE 81377 Created by Independent Third Party; Yes Evaluation Reports FL25621 R2 AE 032 SnapMax 121n Plywood.{ Created by Independent Third Party; Yes 269a (rni n) Sna ^nx 1.0" nail strip an 15132" (min) plywood or 3}4' (min) woco Plank Installation I n stru ctlon s E1-256 � 1 R2 11 26ga %n;il2may}+wood. f,L Verified Sy; David Ens, PE 81377 Created by Tndependent T#tird Party Yes Evaluation Reports F12SC,21 fit A 2f;vga_5_n_aaMa_x__ndYr,r224RJ�f- Created by lndicpendenl TI}ir4 Party: 1'eb 269a (min) SnapRax 1.0" nalI strip on 15/32� (min) plywood or (min) wood plank In5ta Ilati on Instructions F1.2561 rQ. II 269n ywcod HV41z., F Verified By: Davicl Ens, PE 01377 Created by In-dePenderlt Third party: Yes Eval uali an Reports FL25621 F2 AE 264a Sna&ax S t Created by Independent Third Party: Yes 24ga ( man ] SnapMax 1.0" llai I str+p -on 15}32' (min) plywood air 3{21" (min) wood plank Installatl are Instructions g1w VeriNed 8y: Davlid Eng, PE 01377 Creat-ed by Independent Third Patty: Yes Evajuat}an Repurt'a rl�.29&21__.a2.AE M a SruapWpwYwo d. f Created by I ntia dent Thi r� NO: YES Now inallmy+ 0. U32" a lu mi rtum (Or thicker) SnapMax 1, 0" na 115trlP on 15132' (min) plywood -or 3/4" wood plank lastaltation Instructions FL2 5521 R2.11 Q:2 Snap M ax QImpad d,pijf Approved for vae outside HVI4Z: Yes Verified Bv: David Enyr PE 13ia77 Impact R-eslstar,t; NJA Created by Independent Third Party: Yes Design Pressure: +N{AI-168,5 Evaluation Reports Other: Refer to evaluation report .1Z5621 R2 AE 032 $napMox mood d.odf Created by Third Party: Yi?s 5 21. 00: 032 Alrurninv m SniDpM-ax grl Plywood HVHZ Nominally 0,0 olurn i rl u m (or thicker) $n i) p M ox 1,." n ail scrap Dn 15/32' ( min) plywood or 314" wood plank Urnits of Urve Installation Instru Ctiom Approved for use irl F V14Z; Yes EL,2SI-r21 A2 11 03Q !SnapMax ply wood HVHZ,pdi` Approved For use- -nutside HVHZ: Yes Verified Sy: David Eng, PE B1377 Impo t Ra CiStarn#t NJA Creat-ed by I n�i a pendent Th i rd Party: Ve6 Design Pressure: +N{A{-175 Evan uatl an Repo its Other: Refer to evaluation report FL25621 R2 AL 332 Sna&ax Pbwood HV.HZ,vdF Created by I n d e pendent Thi rd Pa rty : Yts 25621,9 Ogg 26ga 19" ToprAax on Plywood 76ga (rnari) 7opMax 1.S' nail strip with) 19" coverage on IW32' ( rani n) plywood or V44 ( min) wood plank Lirnttr. of Use Infit,altation 1"Structionr, Approved for use In HVHZ. No FL2 51521 RZ II 26ga TDpM a x 1131 R pLyvyood, pd r Appeoved for use outside MYMZ; 'yes Verified By: David Engr PE E1a77 Jolpact Resist:pnt- N{u Created by Independent Third Party Vey; Oe5i g p Prerpsu rip: 4-NW-6�-5 IE+ W iption RupurU Other; Refer tq eval u atign r-epg4t FU5Q 1 R Z AE 26pa Tap M e x 19in 121yvyood, p f DrE�ated 1 }y IndE�pgn�Ejnt Thiro Riprty: Yes Noml n a I Iy 0, 032" al urrlinum (or thl rker) Ta PM a x 1.5' nail strip 2562 1. 113 10; 032 Aluminum TopH ax on p1ywppcl HVHZ on '1513Z" (min) plywi)od or 314" wood plank Limits of Use Installation Instruct[ons Approved for u rre i n HVHZ: Yes FL256 21 R� 1 [ 032 TgipM& c o1YMuPd HVHZ.odf Ap p rowi2d for u gip aiut&ad-i� HVH Z: Y-@$ WH ri L4d By: David Er % PE $1 �77 Impact RAsls#ant, N/A created by leidependent FhWd Party; Yes Design Pressure: +NIN-179.5 Eviblua#ic n Reports ❑ k hi r: Fol -pr to evaluation sport FL2%21 R7 AE 032 T6pM,3x I yr L-rapid H VH Z . pg Crctitcd by Independent Third Party- YuS 5 1,11 11: 749-a TopMax on Plyrwwd HVHZ 749a ( min) TopMax 1. 15" nai 1 .5krip ors 15/32" ( min) pl wwood or 3J4" [ruin) wwpor5 plank Installation Instructions Limits of Use Approved for i1:15 In HVHZ: Yes FL2 5 E21 R2 ] 1 24a Tino M 3Y pltirAon d HVHZmff Approved for use outside H vmz-. Yes Verified By: Davi p Eng, PE $13 7 7 Impact Re.ittant. N; A Crfatbd by I n d ependent Thi rd Pti rty. . Yi�� DeNi 9 n Pr6ssu rN:-FN/Al-1515 Ewa lu adorn RepO b� Other; Refer to 4�Val+a$ti0ill lelp()Ft FL25621 R7 AF 24ga Tb12Ma Qlyl r¢d HV"Z.12dlf Created ti�y 1 r chepp ri i e nt Thl rd Pe rt-y,. Ve s 25621-12 12: �-4[3a 19" TopM-ax an Plywood 24ga (in -tin) TG^px 1,15' nail strip with 19" caw-2mge Qn HVHZ trnin) plyw dad or 3�4" (rninj wood plank Lirnfts iaf Use Installation I ns"crU nns Approved fa r use in F V HZ: Yes FL25621 R2 11 24ga 7opMax 19i n plywood H VH Z -p+ , Approved ro r use outside HIFFFZ: Yes Vleri ri ed By.' Dow id Eng, PE 81377 Impact Resistant., N/A Created by Independent Third Plarty: Yes Design Pressure: +14/III-116.25 Evaluation Repartg Other. Refer La awaluatiorl report FL25071 R2 AE 24a gMax 19in lWvig-pd. 'HVHZ. f Creu ed by Indeperndent Third Party.- Yee 25621,13 13 - 032 Aiuralnu rn 0" TopMax on Nominally OX 32" alumin u rn (or thicker) 'TopMax i, 5" rye it strip plywood HVHZ with 19" tnverage on 1!5132' (min) plywood or af4" (min) wood pionk Limits of Use InFta llartlim InFkruptlong Appraved for use in HV"Z: Yes EL 2 5$Z1 Ft:2 IF 032 Tol2M a x 1,)In plywood HVH Z�QgLF Appvbve6 for use otttaidq HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant, N{A Created �y I n d e Pen-d-enz Thi rd Pa rrV, Yes Design PrEssur s, +N/Al-166.75 EvaluatiDn R-epurt9 Other: Refer tO eVOluatiDr< report FL25621 R2 AE :032 T nMax 19mD—*Aged IjI+F LML Created by I rFdepend a nt -rhl rd Party., Yes Ell = 0)ntzirt 115 :: Er61 $la+r StiDr+e R0a TaRahasber FL 32399 Prriii_ 65"67-1@2a The State of Florida ir. an A.A fEED employer. CggWdg1hr 28CI7•2o13 Stair. of Florida, .: Pri'ra[ti Stat2megt A€.Ce53'bll!!V Statement :' Refund Rateir5cnt Unoef Fi4rr4? I;pw, gmalt @44rCSSeS art pat}IIC rCtrjrdS. [r V;>u do rrat WW t your c-mbil bddre3:� rclv&md in response to a putAc-retards rerLuest, d4 frpt aerrq Cfti;trpni-r, mail tD this amt-V- lrWAad, ex3rhUct I m oFRCe htr p�rane or bV Ar-adikiwbl rpail_ If y-au have arry questlogs, iIease m7taft 95a,40-IM. •puf3ubN[ to Senior 455-Z75i!11, fl0F4a SWtVMSr effetAiwt W-abaY Lr 2012, ItL-e elrs licensed wider Cnapwr 4W, r',:S, must prwldc the o+epartrnerYt Wth pn -Zrna0.P94rC55 If 111dY hawr ont. The emalfs MAX FL1.01-I =MEMETL FABRIQATORS b5KJ't.L ED CRAFTERS OF METAL ROOFING SY.STE"S q a (min) SNAPMAX over 1 "" (min) plywood Extreme Metal Fabricators 2160 SW Roma Dr I Ra I rn City FL 34990 Product Description Nailstrip' snciplock style Panel WPrh Ci 16"' maximum pane] wid-rh and 0 nominciI rib heigh? of 1" Product Material 6g a (m i n ) steel Corrosion regi.s#Ctr, t per FSC 1507.4.3 where required Fastener U10 x I -inch pancake style fastener Compl ica nt with FBO 1506.E where requ i red_ Substrate/Deck 15/32" (m1 n) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: Da id Eng, PE Timberlake Care, LLC 3324 W U n i v Ave #206 1 <�C1 i n e ry i l l e FL FL PE $1377 1 FL CA 33344 wwlnr.Timrl,t'vrt`i ttiyl ktrrP, MAX FLL3t1—R U nde r I a I'F'I a hit: Corn ply+ With IOCCII bra ildI ng Code or FBC 1507.1.1 where r9quir-ad_ e pe: Corn ply with loco I bu i Id i ng code or FSC 1507_4_2 where regvlred. Re -Roof i n Q: This panel rnoy be installed over a single laver of existing shingles as permitted by local bui Idi ng code or PSC 1511, provided the existing roof meets the condiflons required by the applicable code, Maximum Allowable Loads & I nstai Iatlan Requirements: MetJb_izdA: #10x1"fa. fgt6"o.c. ❑ i�-!�-.�1aiEst_�a1177):86RSF. Method B: #10 x 1" fastens r cit 61" o_c. along na i I strip WITH t-ecI IC,rrt, g7_26 p$F For Method B" use continuous 3f16" bead of Bost ik 915 sealant or similar. A factor of safety of 2 has teen opplFod, Fasteners are installed through the met -al flange, NOT through the pre-pu ached slots - Technical Docu Mentation: This product had been tested to. the UL S60 stonda rd by Architeatmra I Test i nq (now Intertek Testing, TST-1527), report a8133.01-450-10, as referenced in FL 17022�06-p7. ComplianceStatement: T'h is prvdui-_t as described has dernarr5t r❑t-ed uorn pl iun ce with Florida Building Cade 2020, 1504.3.2 <non-I-IVHZ), us required by FL Rv le 61G20-3, method 10, This product as described has been tustcd and dernon strated compliance with; i VL580 - Test for Uplift Resistance of Roof Assemblies LPL 1897 - Upl ft test for roof covering systems Design Process: The ica-d to tiles i n this report provides one prescri ptive option for the f❑steni rig r-equ i rement f<>r the cip pliaa ble wi rid loads for roofs wlTh in the po rometers descri bed. For roofs Outside of the listed pa rarnatars, design wind loads shot; be determined as required ty FBC 2609, ASCF 7, or other design code in force, using allowable stress. Thes-C I<50CI to-blg!r? gre buried un ASCE 7-L6: Usti of thasu to bt-ms assumes th❑t the structure is: Enclosed on d conforms to wind -Borne debris proylsio.T%:s and is u regular shaped building 1:5 flat subject to aCr0Ss-wFnd I3ading, v-prtex :shedding" or instability; nor does it hezve! u site locution for which ch u n n eli ng or buffeting warm nt r-onsideration Engineering a roc fysir. may be comp le-t-it!d by other I icen sad engineers for project specific opprovol by Iocal authorities having jurisdiction_ Certification of independence: David Eng, RE an-1 TlmOerl(3ke Cove. LLC der r10r hover. nor will acquire a financial interest in any cornpany manufacturing or d istri buting products under, this evaluatlorr, The same entities do not have. nor will 4r,gUirc. a finonciul interest in any -other anifry involvad In the a pproual process of irhe produce. Excl unions a niJ Limitations: Design of deck and roof structure Cto ineludn attacl nn@rat of plyw-00d or wood plonk) &hall be completed by Otters. Firqa classification and shear dfaphragrri design are ovtsicle two scope of this evaluation. Accelerated weathering salt spray is ovt!!,.ide the srop-e of this evaluation. This report is limited to com pIiance with !&truetural Wlnct load rag wir4smerits of FIBC 1504.1,2E os required bV Rule 6IG2G-3_ HeL?Kat, TiMbcrloke CoVw nor fhdg manufacturer shall be respon-511ble for gmy interpre-tption%, or dosigns Made by others based on this evaluation report, This report Is lira iced solely to documenting compliance wiih Pule d1��-�, and mak au r10 express or implied warranty regarding performance of th i5 priDduct. Installation skull be sulDlact to the loco I building code and authority hovirr[0 Jurisdlctiorl; this report sholi not be construed to superse($e lQaal CodIeS in farce. F L 5 1. 0 1- Instruct iCDnS: SeIe%ct the appropriate load table that app1 ie!5 to the structure in question_ Determine the design wind speed for the projact R-ocation- U:sc the 4ttc3r.hmcnt method i ndicofed for that � wired -speed within -Incch r-oa� zamn- w 1 NOTEE., ASCE 7-16 and FBC 2020 adapt a 7-zone concept_ For the load tables belowt h-e worst co5e was taken for each zone and reported asIng the standard zones 1-2-3: Zone 1 includes zones i and V Z6r,-11 2 1 nirl WOO'S Zones Ze, 2r, and 2n !� Zone 3 i n cl udeg zones 3e and 3r I 2 2 a 2_2 3 a *W RON I WUE ROOF f 2 � a Combining th-ese zones creates n clac r. simple L:,%#LLA&T. ,0&rWWWOknR0- �ck�L.itA.$,rPrir scheme, at the expense c�f wrome derig n effI cie ncy. (*&DUitvmeofrmw74rmorHLRg4ur-AffrcmL Cant4;ir-t the manufacturer for further information, BODE ZONES FOR GENERIC BUILDING or ennsu.1t ej din!Aign pr'afessic;mUl. METHOD A METHOD E NFL: NOT FATED FELW E LEG SNAPS p�ILQ ti1+tiLE AEG 910 FASTF NFR ATvK)C. Use this load table for structures which meet the following cdtaFia- Are located in Exposure g area Have either a flat roof, or ya bleth lip roof with rnax -slopa of 12A 2 Have a mean Roof Height of 30 Feet or less F L25621.01: 26o a SnauMax -on 15132" afvwood Wind 1135 11 a 12-D 130 140 150 160 '170 IN 190 200 Zone 1: A A A A ,A A A A A A A Zone 2: A A A A A A A A B Zone 3- A A A A A A B Use this loam tabla for 5truetures which rneet the Following Cffei'ia: Are located in Exposure S area Have either a flat Woof less than 7, hip roof with max slope of 12:12, or gable roof with sIope between 4-4-12 & 12:12 Have a meaty Rif Height of 30 Feet or less FEUALE LEG SFAS Gd1O MAk E LEG 5EA LANT APPUEE] PD 16L-NrCy Mk IFG M16 FASTFhE-R ATG'0C CONSULT DESIGN PROFESSIONAL A NECESSARY Use this luad table for structures which meet the fol1cwing c riteria: Are located in B, C, or b exposure area Have either a flat roof, o r gab] efh I p roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less rL2E621. 01. 26aa SnaWax on 1 h132" alvwood Wind 106 110 120 130 140 15D 160 170 180 100 200 Zone 1: A A A A A A A B MiMn Zone 2: A A A A B - Zone 3: A A A ;B Use this toed table for structures whIc h meet kltrr Following r riteri-a: Are located in B. C, or D exposure area Have either s flat roof less than 7°, hip roof with Max s1 ope of 12:12, or g able roof with ale pe be two en 4.4:12 & 12,12 Have a mean Roof Height of 30 feet or less iiRtItfrlC 111S iilr 1-Iffi1