The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page I of 3 BCIS� L�b UscrReclibutralio. 1 HMT.Plm SubrebSurclu,,,e �&F� ftbuc� comaw I acissitei4ap Unle; seccb db Hoijda r P Product Approval Q0 US R: Public User PreuJ,ct Ace.1 Mer, � i ftcplicefic� Sc,� > Aucirceti.ri Li�t > Arlicerti.. Deduall FL # �:��L10999zR3� Application Type Revision Code Version C20�7--Z:-� Application Status Approved Comments Arrhived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/PhDne/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Ful ",etal-Sales Manufacturin - g-Corp-0—ration- 545 South'3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstemer@metat�les.us.com David Stermer c1stermer0metalsales.us.com Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Bala Sockalingarn PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lav, P.E. R Validation Checklist - Hardcopy Received FL10999 R3 COI Certiflcatelndependence.nd Standard Year ASTM E1592 2005 FM 4470 2012 Method 1 Option D http://Www.floridabuilding.orgtprlpi�_appjtl.aspx9param---wGEVXQwtDqvihT9G9wJlk... 11/19/2018 'Florida Building Code OnHne� Page 2 of 3 Date Submitted 08/25/2017 Date Valldated 08/29/2017 Date Pending FBC Approval 09/0112017 Date Approved 12/1212017 Summary of Products FL# Model, Number or Name Description 10999.1 17/8- Corrugated Panel Min. z4 ga., 32- wide coverage through fastened rouf panel Limits OF Use Installation Ziostructlem; Approved for use In HVHZ. No FLID999 R3 If EvaluntionfiteportC2180 Led Approved for us,e Outside HVHZ. Yes Verified By: Bala Sockalingam PE 6ZZ40 Impact Resistant* NIA Created by Independent Third Party: Yes Design pressure: +NIP4-156.4 Evaluation Reports othev- Uplift load of 79.7 psf at support spacing of 60' o� FL10999 R3 AE EvaluationitenortC2180 I.od and 15&4 psf at support spacing of 24- o.c. Created by Independent Third Party- Yes 10999-2 I Aluminum Magna-Loc Min. 0.032'thick. 16'wide standing seem mof panel with standard clip ow� open supports or deck Limits of Use Installation Instructions Approved for me In HVHZ: No FL10999 R3 If EvaluationiteportC2180 2.0 Approved for useSuitside KVEM Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design pressure: +NIAI-105 Evaluadlon Reports Ottum. Uplift load of 30.0 psf at clip spacing of 6W o.c. and 0,10999 R3 AE EvaluationRecortC22110 2.od 87.5 psf at dip spacing of 12' o.c. for 0.032' thick panel and Created by Independent Third Party. Yes uplift lead of 41.0 psf at dip spacing of 60' o.c. and 105.0 psf at dip spacing of 12' o.c. for 0.040" thick panel 10999.3 Classic Rib Min. 26 ga., 36' wide, through fastened panel over open steel supports Limits of use Installation Instructions Approved for use in HVkM No FLIG999, R3 I[ EvaluationlZenartC2180 3.od Approved for use outside HVH7- Yes Verified By. Bala Sockalingam PE 62240 Impact Resistant: NIA Created by Independent Third Party: Yes Design pressure: +WA/-138.7 Evaluation Reports Other. Uplift lead of 61.2 psf at fastener spacing of 49" o.� FL10999 R3 AE FvalUatfonileyartC2180 3.pd and 138.7 psf at fastener spacing of 24r o.Q Created by Independent Third Party: Yes 10999.4 Classic Rib Min 29 ga, 36' wide, through fastened partel over open -wood supports Limits of Use Installation Instructions Approved for use In HVHZ- No FLIC999 R3 It Evaluationllemrt:C2180 4-Dd Approved for me outside HVHZ.- Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by IndependentThird Party. Yes Design Prmsuren +N/Al-128.3 Evaluation Reports Othe�. Uplift load of 128.3 psf at lidstener spacing of 24r FL10999 R3 AE EvaluationittepGrItC2180 4.od Created by Independent Third Party: Yes 10999.5 Magna-Loc Min. 24 ga., 16- wide standing searn mof Wei with standard dip over open supports Limits of Use Installiation Instructiom Approved for use In HVHZ: No FLIC999 R3 11 EvaluationReportC2180 Sm Approved for - outside HVHZ. Yes Verified Br. Bala Sockalingam PE 62240 Impact Resistant. N/A Created by Independent Third Party: Yes Design pressure: +N/Al-146.7 Evaluation Reports Other. Uplift load of 51.0 psi at clip spacing of 60' mc� for FL10M R-3 AE EvaluationiteportC2180 5.nd 24 ga. panel, 73.7 psf at clip spacing of 60' o.c. for 22 ga. Created by Independent Third Party: Yes panel and 146.7 psf at clip spacing of 12' o.c. for minimum 24 ga. panel. 10999.6 Magm-Loc 180 Mm. 24 ga., IV wide standing searn raef panel over open I supports Limits or Use Installation Instructions Approved for use in HVHZ: No FLIC999 TO 11 EvaluationRavortC2180 6.od Approved for use outside HMM- Yes Verified Er. Bala Sockatingam PE 622.40 Impact Resistant: N/A Created by Independent Third Party! Yes Design pressure: +NJAJ-117.7 Evaluation Reports Othen. Uplift load of 39.6 psf at dip spacing of 6W o.c. and FU0999 R3 AE ryaloatiorrReyortC2180 6.pd 117.7 psf at dip spacing of Ir o.c. Created by Independent Third Party: Yes 10999.7 -Z?- �Nnp. 26 ga., 36- wide, through fastened panel over a en steel ports P Limitsaftlise Installation Instractionis Approved for use In HVHZ- No FLIOM R-3 IT EvaluationfleportC2190 Tod hft://www-floridabuilding.org/l)r/l)r a1v dtl.asi)x?param--wGFVXQwtDqvihT9G9wJlk... 11/19/2018 , Tlorida Building Code Online Page 3 of 3 Approved for use outside HVHZ; Yes Verified By: Sala Sockalingam PE 62240 Impact Resistant. N/A Created by Independent Third Party: Yes Design pressure: +N/Al-154.4 Evaluation Reports Other: Uplift load of 41.9 psf at fastener spacing of 60' FL10999 R3 AF EvaluationReportC2180 7.od and 154.4 psf at fastener spacing of 24" o.c. Created by Independent Third Party: Yes 1 10999.8 Seam -Lac 24 I 24 or 22 ga., max 24' wide standing seam mof panel over open supports Limits of Usaii Instaltation Instructions; Approved for use in HVH7_ No Approved for use outside HVHZ: Yes FLID999 R3 11 EvaluationReportC2180 8.pd Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design pressure: +N/A/-74.1 Einaluation Reports Other: For 24 ga. panel, uplift load of 37.9 psf at clip FL10999 R3 AE EvaluationReportC2180 8.pd spacing of 60' o.c. and 69.8 psf at clip spacing of 24" o.c. For Created by Independent Third Party: Yes 22 ga. panel, uplift load of 44.2 psf at clip spacing of 60" o.c. and 74.1 psf at clip spacing of 24" o.c. 1 10999.9 Seam-Loc 24 with Clamps Min. 24 ga., max. 24' wide standing seam roof panel with S-51 clamps over open supports Limits of thim Installation Instructions Approved for lose in HVHZ- No FL10999 R3 11 EvaluationiterauttC2180 9.pd Approved for use outside HVHZ: Yes Verified By; Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party; Yes Design pressure: +N/Al-130.9 Evaluation Reports Other: Uplift load of 53.5 psf at clip spacing of 60' o.c. and FLID999 R3 AE EvaluationReportC2180 god 130.9 psf at dip spacing of 24' li.� Created by Independent Third Party: Yes F-al F-__1 contact thi:: 2NI Blahr9ohn, fboad. Taffohnae� R 32� Ihedol 850-VI7-1824 The State 0 FlMid. is.. AA/EW anplaei, Comtriont 2007�2013 State of north, Pre, 0bm,,11111 Smmmant;: Rfmmd Stabanion Undar Plantain Ina, mail addheams am Puti hxbm� 9 you do not �aht "or e-mail addmo tweaved In reoponse to a dublk�moohds real do not mod bledinnift, and W tho, early. Insamed, contatt Me ol by Phone or by traditional Mal. If you hai any question, pleam contatt 850.487.1395. �ramnt to Sotdon 455.275 (1), Florida Sterimbe, effeaAhe October 1, 2012, mahatma 11,enued amler chanter 455, F.S. head monde the caparoment with an email addami W they how one. Ithe emailb, promided may be med for ofitaial communication Wth the hoomme. Hohaa�ar email aablinmen, am xlxi� record. If you do not wait to supply a panumal addheas, pliamit pmedide the aeloartment � an email addheas whinti tan ba, made available W the publit, To determine If you am a ficeeme under Chomer 455, F.S., pomm dni,tsm_. PiraductAp,havalAcce,tan M, IME7 E-51 ER M ht4):Ilwww.floridabuilding.orglprlpr�_app_Atl.aspx?param--wGEVXQwtDqvihT9G9wJlk... 11/19/2018