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Home My WebLink AboutAPPROVED stoltz product approval metal 5v611512021 Rorlda Belding Code Online For, W �+o.•-; " v i }' l. BUS Home Log In . User Registration Foot Topics Submit Surdiarre Stn's & Farts Publications Cantar-t Us i BCIS SFtz Map Unkg Search `Product Approval M-jr� ?USER; PuOi : User d.10 r Fr(',SLL Lc( Apprnval Ntenu > Rrr„ggya or Anr Aj2ni;catl2n SegNh > AtDEOVOn Lf k > ApphcatioR ORUJI x- FL FL1702 -rR9 .� ._ _ .._. ._... Application Type Revision Code Version 2020 Application Statu5 Approved Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2150 SW Poma Drive Palm City, Fla 34990 (77 ) 87 - 0 4 Elvalidati;)n@yahoc. m Authoh7ed Signature Richard McKuhen flvalidadan yahoo.co-n Technical Representative Richard MtKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 r1chard4emfab.net Quality Assurance Representative Addres /Phone/Email Category Roofing Subcategory Metal Raofirlg Compliance Method Evaluation Report; from a Florida Registered Architecr or a Licensed Florida Professionai Eng veer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurainr-e Entity Keystone Certlflcatlons, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally, PE Certificate of Independence Referenced Standard and Year (of Stzndard) Nuivalence of Product Standards Certified By Validation Checkitst - Hardcopy Received FL17 , .R9 COI 2 qg V AX IywpO!l,p9 Standard Year TAS 100 1995 TAS 125 2003 Sections from the Code httPsJ1ww .floriidabuilding.org)prlpr :a pp_d tl.aspx ?param--wGEVXQwtDqv2a8OpHpO e rMZ MkUEoR% b7 BOgjs joMv1 u[8grnrLyA to d%d 11 6115/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date ubrnitte�d 12/16120 0 Date Validated 12/1612020 Date Per ding FEC Approval 1212 12020 Date Aoproved Q JO9/2.021 Surrtrrrar of Products FL S Model, Number or Name : Description 4 17022-1. 01: 26ga P�'lax on Plywood Limits of Use Approved for use in HVHZ, Na a Approved for use outside HVHZ: Yes f Impact Resistant: NIA t Design Pressure: +N/AJ-2 6 other., Refer to evaluation report. 26ga (min) VMax SV panel with 24r, coverage on 15137" (min) Plywood or 3/4" (rain) thick wood plank, Installation IustrucHons .L170 2 R9 Ri ga ;'`r AX pS�rkNiv!o Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports I_1 0 2 R9 AE &[ a 1fr1,� _pl .. f Created by independent Third Party: Yes 17 � 2; Al rr3irrurrt 1Max art Plywood j NomlinallY 0.032 aluminum (or thicker) 1�N"da 51� panel with 2-11' coverage on 15/3 " (min) ply -wood or 3/4" (rain) thick l ; woad plank. #.ir�ti#s of Use —_ -- j Installation Instructions FLL�� 9 1! i PLy �R�l f G Approved for use in HVHZ: lea Approved for use outside HVI4Z: Yes Verified By: David Eng, PE 8� 377 Impact Resistant N/ACreated by Independent Third Party: yes DSF17 Pressure: #1JA/-15$.f1 Evaluation Reports ' Fi R AE 032 VMA__ �T other: Refer to evaluation report, f w� �, -p'�-df Created by �independe tihilyd Party: Yes ��- i �-y+�+y {� 5 fISA�,.�.� �{ 17022.3 a 0 26ga 7f flax on Ply 4� 26ga (min) YMax 5 V panel with Y 24" coverage on 15/3Z (min) � , I I, yy Lick wood plank. ()ption for fastener's in Plywood or 3/4n Crnln) thick f {} the flats and In the rlbS. Limits of Use Instaflation instructions L rL17Q = � 2Lga `.' AX pjy cad flats.p�li' 1 Approved for use in HVHZ.' t o Approved for use outside HVMZ: Yes Verified By: David Eng, PE 81377 I Impact Resistant -+ N/A Crated by Irid erpendent Third Party: Yes f Design Pressure: t /AJ-114. 5 Evaluation Reports ++o r �ats.� FL170 2 R9 AE 26ga 1liwlA pjY df ? O#tter; Refer to evaluation report. 1 k Created Elf Independent Third Party: es i --- 1 22.4 ; 2 ga CorMax on Plywood 26ga (ml.n) O-OrMax corrugated panel with 29.5" coverage on 3/4" (min) thick wood plank. 15/32' (Erin) plywood or Lfit' fts of Use 1L Approved for use in HVHZ: Yes. Approvcd for useoutside HVHZ.: Yes impact F esista : N/A i Design Pressum: #.N/A/- 161 COther; Refer to evaluation report. 170 2,5 x 05: 26ga CorN s Limits of Use Approved for use in HVHZ: No Appt-oved for use outside HVHZ-- Yes Impact Resistant: N/A verogn Pressure; +N/A/-161 Other: Refer to evaluation reports installation instructions i FL17 _ �k r a Ply c HWj7 Verified By: David Eng, PE 81377 i Created by independent ThIrd Party: Yes I Evaluation Reports M �i-7172 R_j� -1 E 5ad tv�`i�i €y r 1.111E-1 _ P-Gr s Oreal:ed by Independent Thirst Party: Yes lax on Battens 26ga (min) Caor-Max corrugated parcel with 9, 5" coverage on s 2 4 (min) battens. InMilation Instructions Fi_1' 2 9%I _��ga CorMaX n d verified By: David Eng, PE 81377 Created by Independent 7111rd Party: Yes Evaivatiou Reports car Mix Sa�s�f I Created by Independent Third Party. Yes Ca tact L :: 26GI Blair tones Ro d. Tala@:h, 5 L32 9 - 7-18 24 The State of Poolitda Ilan /U0 8moloyer, Under Florld;i law, erwil addresses ar+e public mc0r0s. tf you do not want your e-maII address released in response to a public-necards request, do not send elect mnic mail to this entity. I .s4a�9d, contact ttre fke by phone or by traditional mail. If you have any ttuesUws, Pleases cuntacz 850.487.1395. *Pon *Pursuant to Secu55.275(1}, Mmids Statutes, effective odaber 1, 2812, licensees kcansed under Chapter455, F.S. mur't prwAde the Department with an email address it they have one. The en-�alls https-/A rww.Aaridabuiidin.orgfpr/pr_app—dtl.aspx?param'�E1I C) tDgv aBOPHpQQe6r-MZMkLjEoR°/❑ b7ZB4sB joMvl ul8qwl-yA%3d%3d 213 6l1512 02 9 Florida Building Code Online praaided may be used for aMdal Harr munieation with the licensee. However email addresses are public record. It you do not wish to no"a personal address, phase provi4e the +Departmept wth an email address whi --h ran be made available to the public. Tn deterinsrre if you are a licensQe under Chapter 455, F5., plea6e dick here . Produce dpprpval Amep#s: Li rVVi\ an Safe https:iAv w.410 building.orgiprlpi,—app .dtl,asp ?param= EV tDgv ai QpHp{ e6rMZMkLJEo %2b7 B6 sly jOMvlulBgwLyAO1,3d%3d 513 MAX 22..- l4 P "illo "J001 \ .tx• �w.4'v EXTREMEMETAL FABRICATOR 2 g (min) VMXovr 5 2'-'(min) plywood Extreme Metal Fabricators Product Description V Crimp style exposed f s#en r panel with 24n max coverage and nominal rib height of 8". Product Material (min) to i corrosion re istont per FSC 1507.4..E where required Fastener r #10 x 1.5" fastener with ses...,WcOing wcsher ornpliont with FBC 1506.6 where required. u trt/Deck 1 " (Mir.) piywoOd Or / " in thick wood plank(min S.G. of .4 Evaluated by: David Eng, P 71mberlake Cave, LL 3324 _ UrOv Aire #2061 Gainesvil.e FL AFL PE 61377 1 FL CA 33344 ww .TimberLake 0 e.Co ti irj1 Digitally signed by David E En at : o- 81377 �. 2020.12.16 - STATE OF �• rF r�AL -- MAX L 2 2 . 1_ u1'' derlamItit: comply with local building ode or F-BC 150 .1.1 where required. Slope-, Comply with local building code or FSC 1507.4-2 where required - Re -Roof i g: This panel may be .installed over asingle lager of existing spingaes os permitt ed by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code, maximum llowa l Leads & Installation Requirements: Method A*. 1. "=aster�er in "-? pg .: 86 pal` math od lit �[ �.�fC7sfi�l'i�f in 3 'L-1 " P_0tter0 _�� c�.$ a r� r in a� _ eth_ i E .5" fastener in 1 "-12" attern a " a.c.: PSF tactor Of safety of 2 hos been applied. Technical oo1 ta#i n: This product has been tested to the LPL 580 standard by Architectural Testir)g now Intertel Testing, -1 7 r or# 58 .0 - 5 - S_ As referenced i FL 170 .01-R7 C:Ompliarice Statement: € his product as described has de o-1st rated compliance with Fzor3da 3u Eding Code 202Q, 1504.3. nonyl VHZ", as regm 1 red by FL Rule 1 0-3, method 10_ This product as described has been tested ar~d dem, onstrated compliance with: L3160 - TV t for Uptifti Res.stanoe Of Roof Assemblies • L 1597 -- Uplift test for roof capering systems Design Process: The load tables in this report provides one presc-iptive option. for the fastening requirement for the oppiica ale wir-d loads for roofs within the parcarxleters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or of her design coct'e 1 farce, using aiiow able stress_ These load 3Obies are based an ASCE 7-1. Use of these tabjes assumes that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shapei"din9 Is not subject to across -wind [ooding, vortex shedding, or instability' r+or+ does it have a site location for %+rich chonne'ing or buffeting warrant consideration Engineering analysis may be cornpieteci by other licensed engineers for project specific oppro al by local authorities having jurisdi tiOn. David Eng} RE and Timberlake dove, Lr_C_ do nOt hove, nor will Ocquire a Tinanr-ial interea� �n Qr��+ ctx;r- perry manufacturing or distejbUtir)g products under this evs;3ivation. The Some entities do not have, rivr will acgvire, o financial interest in ony otheF entity involved in the approval pracOss of the product. Exclusions and Limitations: Design of deck anti roof structure to include attochrnent Of pl wOOd or woad piank $hail be completed by others. Fire las ificoticm and smear diaphragm design are outside the scope ofthis a aluc,tion, Accelerated wecitheri ng/salt spray '',:� [outside the -Snopa Of th"s evc3luatioM. This report is lirnitssci to core-tpaio,nce v i*`� structural wind road requir�t�-��ts of >r8� ��.3_ , cas re�;�ire� b Rule 6�, 0-3. Neither Timberlake Cove nor t-he mc3nufacfurer shalli be ra�portsibl�e for any conclus: - s, lnterpr(:�totiaris, or designs made by others based 6n t'has evaluc$tiOn report. This sport is lir it d Sole[. to docurnenting cornptioncia with Rule 6I 20-3, and rrckes no express or rnpilod warranty regarding p�� rormcnce of this product. Ishall be subject to the local building code a;:d Quthority having jurisdictic-n; this report sh011 not be cansF rLfd tO Iocal codes in force. supersed MAX F L 1 22 a — instructions: Select the appropriate load table thot Cipplies to the structure In question. Determine the design wand speed -For the project location. use the attuchment method indicated for that windspeed within each roof zone. NOTE: ASCE 7-16 and FSC 20210 adopt a 7--zone cor; ept- For the load tables below, the worst case w0s taken for each zone Ond reported using the standard zones 1-2 - : zone 1 inclu es zo les x and V Zane 2 Includes zones 2e, 2r, and 2n Zane .3 includes zones a and 3r Combining these zones creates a clear, simple scheme, at the expense of some design effEoienc . Contact ;he manufacturer for further inforrno'1 Tan, or con a)t a licensed design profess;oncii{ y METHOD A- METHOD fB} 2"T () _a 2 2 i 1 12 i __ 11 12 w- HIP ROOF GABLE ROOF I,ICkiZC,-41fW t314N axd.9h. WH.E4FVFA It. SWLLER. N NOT 7 F%-1-bW EITHER 41; OF LkSi rygRQGtilTAL uk uE ZiOw OR 27 169N;. 'a AS +eRiwIF�C� 6YMSRG�1MiDC IUr AF* LICA;h " ^ ROOF ZONES FOR GENERIC BULDI G METHOD : METHOD E): # 10 AT " _ , # 10 AT 6ti c' 12" (NOM) Nib- NOT RATED- CONSULT DESIGN PROFESSIONAL AS NEEDED Use this load taHe to structures whip h f' ee ¢hl fallm;inq criteria: Are located in Exposure B area Have eIther a fiat rood', or gablethip roof with max slope of 11 Have e mean Roof Height of 30 feet or less F 17 22.01: r1 m2 on 15132 f l c o Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A --- . Zone : A A A A A A A A _.. one : A A A A A A B C 0 D D. Use this toad table for structures which meet the fol10-wi ►g criteria: Are iccated in Exposure B area Have either a flat roof less than 7°, hip roof with rlax slope of 12112, or gable rose' with slope between 4.412 & 121 Have e rneap Roof Height of 30 feet or less Wind 105 110 120 130 4-0 150 160 170 !0 190 200 Zone 1: A A A A A A A A A A A Zone : A A A A A A A` A A B n A : A r A A A r S D fuse this toad table for structures which Meet the to11owing crite r!a: Are locatead in B, G, or 0 exposure area Have either a fiat roof, or gablePhip roof with rrox slope of 1 :'1 Have a mean Roof Height of 30 feet or less "--V Crimp on y rZ;2" i cad n 1: A A A A A A DD Zone : A A A A :... _ D Zone : A A A C D D D D D tise this load to a For- structures w,hioh eject the fo;lowling, criteria: Are bcated i; B, C, or 0 exposure area Have either a flat roof less than 7", hip root with ri ,Slope of t 1,sir gable roof with slope between 4.412 & 12121 have a m ean Roof Height of 30 feet of lees Wind JUS 110 120 130 140 150 160 170 1 80 'l 0 200 Zone 1: A A A, A A A 8 Zone : A A A A A B _A_ D D D Zone : A A 6' D' D D _D __ �RM ''METAL M ,� 26go over 117 "32" (mn) plywood ftwill tremiMetal Fabricators 21.,60 S-13W ?coma Dr I Palm City FL 34990 Product Description V Crimp style e -=-d f tenCF�yy €�panel wi-th 11 max ve:rage and nornin l Mi hR ! 2 4 TT2 c F {�+' f "F Pr'fir Pvierll orr�-osjor, I-esistalnpez r C- 1 507 4- lithare rqui,r d en e r `' r ei s t 1 ¢ _r- with oriniplioni, with CSC 2506.6 where required. S-11-ra 3/411 min thick wood plank min S.G. of0.42) Evla-. David Eng-, PE T} b rl .= Cove,, L # FL PE 81577 1 PL CA 35344 titerww.Ti m. h ri- .L:e o e - c!2 rn k I I ti r, 7 $,� �� _ z ,� ti nd l'1 t: Comply with loco! buildIng code or FBC 1 07.1.1 where re it ed- p Q Comply with iacal building cocle or FSC 1507:4.2 where requirecl. Re -Roof i ; This panel may be in tolled over a single lager of existing shingles Os permitted by local building code or FBC' 1511, provided the existing roof meets the conditions re u,red by the applicable code. Maximum Allowable scads S Installation Requirements: Method : #9 x 1_5'5 fast ner in 1 "-1 77 oa'i"l•er_n .at 1 " .c__ _S6_ PS Method S., #10 ;a_ " fastener in_.1 "_12" Pattern at � "_o_�,..T._ PSF Method 1 '} !RC in x " Qgljai � !ZJ §" n_a.: 1Q1 P s hd i - 10 x 1_ '* fastener in 1 "-1 "-pattern at " �_�__:_ � PSF factor of safety of 2 'has been applied. 'technical Doc ientantion: This product has been tested to the J1- SaO standcrd by Architecturof Testing Cnow Intertek Tas l i • T S -!� ? � report w , 1-45 -? . F 5.01-45 3-1 , cnd 05 .0 -450-1 . As referenced in L 1702.01-7 I ;� n 1- a n 0 This arodu' as described has derno s�'r'ate onnpi=once wit5h, Florida Building Code 2020, 150 .3_ non- as required by FL Rule 612'G-3, method ID. this product as de -scribed has beer. taslted and demonstrated COMP!€c��ce �firh: L 5eS0 - Test for pi€ft Resistance otc Roof Assembies 4 UL 1S97 - Uplift test 1 or roof covering s stl ems Design i¢s.Ce: T.ho ioad tables its this report pro f des ogrep3escrIptive option for the fastening rcqu€re n, -for the applicable wind loads for roofs within the pac;met rro det r'i ed. For, roofs outside of the s�;.-'l �'sd arc et rs,cis-sign wind roach shall be aterr rned cis required by 1609, E 7, or other design code in force, using alio aLble stress. These load -fables are based on E 7-16- se of these Fables ass..mos it -hat the structure is: Enclosed and conforms to wind-borne debris provisions and is 0 re u#ar shapiad building is not subject to across -wind toadin , or shedding, :=- instaiai1it ; nOr does it hir e a site loco -Hon for which. chann-sUng or ufflarin w rr nt consideration Engineering analysis may be completed by other lic-znsed engineers for project specific opprarral by l col authorities having Wrisdiction. Dovid Erg, PE and Timberloke Core, ? LC dc, nOt have,, nor will ooqutre a financi f intc-rest in ony car-mpuny manufocturIng or distributing products under this a oluotion. The scree entities do not havex nor w-P:il acquire, a financiol interest in 4any ether entity involved in the oppr-oval process of the product, Exclusions and L€ m itai H : Design of deck and roof structurra (to include attachment of plywood or woad plankshall be completed b others. Fire classification and s1hear diaphragm design are outside the scope of this evaluotlon. Accelerated weathering/ cit spray is outs*dam she scope at this evaluation - This report is rimiE tf TO co mplliunce rI: str�:cti ral vtir :�d lamed req i3 1 o1 t ti 4_ � as r E E33r i_r Rule 61 0-3. Neither TimDaricike Cove nor the rnanufactursr -shall be responsible for any Conclusions, interpretations, or designs made by othsrs based art this evoluction report. This report is limited safely to docurnenting compflance with Rule 61 '2-3, and makes no express or implied warranty regarding performan:a o-F this prod._#. Ins-r allay€on shrill be subject to the fecal buildF g- code and authority huvinq }urisdkction; this report shcH not be construed to super-5 de foaol codes in force. MAX rt a, � s �- � Select the lappropriate load tahle that applies to the Structure in question. Determine tho design wind speed for the projeCi location. Use the svich -se t method jr,.diccriled for that windspeed within each roof zone. NOTE: A- 7-16 and FSC 2020 adop- a 7-zone concept. For the ioad tables ei ►, e -worst case x-v as o.a ksr, for eoch zone and reported using the standard zones 1——= Zone i includes zones I and 1" zone 2 inctudes zones 2e, ter, any 2n Zone 3 includes zones 3e cind 3r Combining Chase ?or es creates a cleat-, simple sc eM-1_, at- the expense .F me design efffc:enc . ontacr the m mufaaturer for fart her information, or consul'It a licensed design professional. METHOD A: METHOD 3D 6: METHOD - #9 AT 1 " . . #10 AT 1 °" (. _ 1 b AT 8T" o - . 1 " Use finis load table for sLructur s whiCh Meat the foilokiring hle(ia: ,tee located in EWpasure B area Have aither a fiat roof, or gable/hIp roof with nv.ax slope of 121 Rave a mean roof Height of 30 feet . r less Wind 105 110 10 130 140 1 0 160 170 180 190 200 Zone 1: A A A A A A A A A Zone : A A A A A A A A C D Zone 3: A A A A D D. else this load tattle for structures ltihich meet the following criteria: ,re located it E;, osure B3 area Have either a flat roof less than r, hip roof with siop of 12:1Z or aisle roof with slope between4.:1 1 :1 Have a rr an Roof Height of 30 feet or less L 1{ 2- .,J r ri on 1 I x` i .t+ogd : one k. A A A AA A AA A A fit, Zoe . A A A A A AB L {� 2 0 f Aa 3. A A f' � 1 �'i � i� � r� 6 9 L s ,1 : was; ttbj7WrJ' WARO II M a Ah. W L11nmVk,2a tg nmLLEQ. nUT �:DV Le-wTw.,i!RrrmLKt-41aFLESi w scl'aRT--_LL'. -Jj. ROOF ZONES FOR \ ENERI BUILDING METHOD # 10 AT 611. . - } : 1 RATED. CONSULT DESIGN PROFEBStONAL AS NEEDED Use his toad table for structures which meet the following criteria: Are located in B. , ort D exposure area Have either a fiat row, or gablelhip roof With =X slope orf 12,12 Have a rnean Roof Hight of 30 feat or Isss Zone 1: A A A A A A 0 D ZDne A A A A C D - A A A D Use this load table for structures which rrae: the follows rip criteria: Are located in 6, , or D exposure area Have either a ft roof less than 7#, hip roof with slope of 1212, or + i)la roof With slope laetween 4. :i 1 :1 Have a mean Roof Height 0 feet or less �°of {5399 n 15132v oicad Zone i. A A A A A E D D D D D Zone : A A A S 0 D 0 0 0 D D