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HomeMy WebLinkAboutPRODUCT APPROVAL - ROLL UP EXTERIOR DOOR - 8-2-19r Eh k 1221 VC. t� SCIS Home Log In User Registration Hot Topic Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search d.;i Florida Product Approval D�l t; USER: Public User , r Product Aooroval Menu > Product or Annlintion Search > Application List > Application Deta11 R ECEIVED ., " FL # FL14425-R4 Application Type Revision 2 2019 Code Version 2017Application Status Approved .UCe ounhc-.Parmil6.,.. Comments BY Archived 1 St Lucie County Product Manufacturer Janus International Group, U.C. Address/Phone/Email 135 Janus International Blvd. Temple, GA 30179 (770) 562-2-6135 Ext360 �� ���� curls@janusinti.com Authorized Signature Curtis Schroeder / )— OWtOcurts@janusintl.com T/� V WED FOR Technical Representative Curtis L. Schroeder CODE COMPLIANCE Address/Phone/Email 134Janus le,GA 30179 Temple, GA 30179 �Te L�CIE COUNTY (770) (770)562-2850 Ext360 curls@janusintl.com ® p O CC Quality Assurance Representative Reggie Benson Address/Phone/Email 135 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 1246 reggle.benson@janusintl.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL14425 R4 COI Cert of Ind Scates 2018 s.ndF Standard Year ANSI/DASMA 108 2017 ASTM E 330 2002 Florida Licensed Professional Engineer or Architect FI.1442.5 R4 Entliv EvalRent Model3652 s.ndf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/20/2018 Date Validated 06/20/2018 Date Pending FBC Approval 06/29/2018 Date Approved 08/15/2018 Summary of Products FL # Model, Number or Name Description 14425.1 Series 3652 Series 3652 - 26 Gauge Door Assembly - Max Size: 18'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14425 R4 11 T1014 RevB s.Ddf Approved for use outside HVHZ: Yes Verified By: John Scates FL-51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +36.0/-40.0 Evaluation Reports Other: Design pressure listed is at test width of 12'-0". For FL14425 R4 AE EvalRent Mode13652 s.ndf pressures versus widths, see table, on page 1, of drawing Created by Independent Third Party: Yes T1014 RevB. Not for use in High Velocity Hurricane Zones. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by [radillonal mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used forofrcial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: �C�t:� I IN Credit Card Safe CONCRETErFeLEoeLOCKoeWAit AGNWtlRr ScREWaOLT.,seXlw•Iwo (') FORMS"POPmAmrea70 HEADROOM REQUIRED STEEL-HEXBOLT,GRk315-IBX I IW LONG OR Wff1XI'WM FORKANO CHAIN OPEM7101t4 SW OPENING HEIGHT VERTICAL HEADROOM HORRONTAL HEADROOM TYPEZITHREAOCURNGSCREW FOR ELEC WOOPEM1X112s3V • FOROUFSIDEOFCMNDtweetA - NOTE. RIOHT9mEORNEBIWNII ' THRU 19" �.'�.• .. ooll11 Bw• eARPELASSFAmI.Y 7M ICA'MX WALLOPEINON'IOM I�LEAROPE77XF)— -- O o O VERTrAL OVER 6'-0'- THRU 19° 21' . :•: {: e: NF o Out OVER THRU TRU 20" . 22" aMONm OVER. J. )IMSTOP 1"... THRU 21' . 23° 16-0' OVER. Gu'e lv-w THRU 22" . 24" 37E0. 19'-0' OVER UI.aS- 'ALLO PEW NEIGH, HEX4G 1a4T• THRU 204P . 23" 25° 0 ALLOWABLE TRANSVERSE DESIGN WIND LOADS . (PSF) ASTM A 683 OR 60 ZINC COATED STEEL PRE -PAINTED WITH FULL COAT OF PRIMERAN13 F BAKED SIUCONIZED POLYESTER FINISH COAT •26GA CURTAIN DETAIL L �! SEE OTTAILA / .otr MINN\ IVM •�' OVFJLLLL" \ CURTAN PANEL ! (CLEAROPEiNG) I\ Rg• ) MA OFce \ T�� ! aRrAN GLIDE CONCRETEfFi1ED DLOCX14L69 24GA(A72)GALVSTTELBOTTOMBAR \ / ASIM A653 WMN FV-M M ./ SLIDE LOCK IOFFIOWLLAT EACH END) DETAILA GweLEe+ 4•TFwd aGLrw TH LoamNa --- NUTLOCATED AT EACH ENDAND MIDDLE 9 // SIDE VIEW INSIDE ELEVATION OPAVGLE a11ERMEDNTESWfXE BOLT �� Q / _ _ OMMERRCIAI eOTroueANASSEIeLv LOCATED 24•MAK oc \\�\Q`. ... .... A4, WINGL I No. 51T37 MATERwL STEPPIATE(ATEACHFNO) Dlglfallyslgned6yJohnESntesP.E I 9 TYP NYLON �. r X I Im X.Irs, mmmEELANGLE Date: 2018.06.18152721-OS'OC• + TYPE aB SMALL MOUNTING PLATE' O ^ m F i LIFT CCNTA6E0 WFUL FY•73 K51 2.aea CONIINUW9IRILLCURTANNIDTH John E Scales, RE � �0 '� STATE OF j 7a INSTALL FOR �� r A LProf' -0' BRACKET OF TO DINGSSTEEL �� eoTTou eARwssF3reLr Ste12-560 gng Arthur Blvd, .�\ ¢ JAMesoFMETueuaaNGs iewuinaTx7sos6 /i��'c�c•5,��.GOR10P��`�N . essional Engneefa seal provided only for /////S�ONi ; �\�� 1 _ vedficailon of windload OorlshoWon detaiS. 1.1Z5 c MESECONROFNMLOOCNNENTS suB10rrED BYJANUSC MNFO GONG WAPR*P UAAYRAWRE .` NA JANUS INTERNATIONAL GROUP LLC. AND WY NOT BE REWOOMED MO® S TO WHUFACTVREANY IN PARr OR IN WHOLE FORAW 2.500 250 MRPMEOMFATNANTMTWHICNISNECEssAtYFCRrsI TMOFMWMBOWWUawmla7r u0uD u- T135JANUSINTERNATIONAL BLVU TEMPLE, GA30170 —I HEDWRMPDRMSSIONOF, SWMCHWYRB LDOL1 OMATAW7o@. Awm F0a7R 770562-2850/Fax T70-562-2264 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHESANOTOLERANCES NA 9 2018 JanaS.Intem860nal Group, LLC. NI Rights Reserved urataurAmlRe ; ' ;!�'I J� ' ARE NA CERTI FIED WIND LOAD RATED `�—P A DECIMAL FRACTIONS ANGLES HOLE DIAMETERS26 GA SERIES 3652 DOOR ASSEMBLY Jp( ±.03 t 1/16' t 1' UNDER.251 7BECKY NELSON 7 2-1-11 MAX SIZE 18'•07 X 20'-0" XXX t.005 .251 to .500 - ^� m owuWNo NaOflC Atv .tea DON MILLS . 2.21.11 g T1014 g SEE SHEET 2 FOR NOTES ovEa sae NOTES NFL DON MILLS 2-21-11 eWa' NONE alRLOn 1 2 Rv, MAX DOOR WIDTH MAX DOOR HEIGHT DESIGNLOAD POSITIVE PS DESIGNLOAD NEGATIVE. PS 6'4' 20';0' 71.2 79.1 r4' 20'4' 612 60.0 W-W 27-0' 53.6 59.6 8'-O' " 2a-0' 47.8 53.1 f a-0' 27-0• 43.0 47.6 ' I V41' 20'-0' .392 R3.5 124r 2(r-W 36.0 40.0 IT-W 2a-0' 30.e 34.0 14'-W 2a-0' '. 26.8 29.5 15'-0' " 2O,-0• 23A 26.0 16'-0' 2(r-W 20.0 232 mir 2a4' me 20.9 18'-W 2a-W 16.9 1&8. ALL COMPONENTS SH41L BE ASTM A 60 STEEL W1MN FY-33 KSI GALVANLZED PERASTM A 69 G9O • :mB• � . I alrxlQ L VERTIGLSOT crocwx = r GUIDE MOUNTED TO GUIDE MOUNTED TO STEELJAMBS CONCRETEMLLED BLOCK SS I SLIP - UMNG114.14X1• USING IN•X3.OEWALT 21• (SEE SaFORILUNG SCREW 9CREW-BOLTr i_ EVERY GENERAL NOTES COORRRUGAOTIKERTION 1.'THIS ROLL41P DOORSYSTEM IS DESIGNED NACCOROWCE WITH T14EFLORIDA BUILDING CODE ANOTHE INTERNATIONAL BUILDND CODE THE REOURED DESIGN WiHD PRESSURES FORADOOR MANY PARTKAIMBULDINO SHALLSE DETEf01NED IN ACCORDINCE VMH SECTION 1609 OF7HE STEEL.NLBTHICxNESS . FASTEIER SPACING. 14GA(DTS•) 41WO.GWJ( 12GA(.1M 5WO.C.MAX " EJOSTNO CONOBIEOR . FIUED11LOCK4418 ExU'TLVO BTELI JAAB DEWALTSCREVVeOsT. SELF-0RXLINGSCREW vexr®rCGum WaMEUSEDMDOOP TR.t4X1'(SEECIARTFORSPAGLIG) 23IVINBASEMATTRNL ' FBC IN CODE JUSDICTIONS OUTSIDE OFFLORCA REQUIRED DESIGN WND PRESSURES MAY BE STEEL JAMBS DETERMINED N ACCORDANCE WITH SECTION 1609 OF THE BC OR WITH THE LOCAL BUILDING CODE LN GUIDE MOUNT SHOWN N EFFECT FOR THE SPECIFIC LOCATION. 2. TICS ROLL -UP DOOR HAS BEEN SUCCESSFULLY TESTED ACCORDING TO TFE UISRCI MSTATICAR PRESSURE TEST PER AHSVDASMA 109 TO SAFELY MIST POSITIVE AND NEGATIVEWIND LOAD AS NOTED BELOW. ATEST LOADOF 1.5 %DESIGN LOAD HAS BEEN USED. DESIGN LOAD. *"0 PEP 3. WIND LOADS FOR BUILDING OPEMNGS SHALL BE OETERLONED BYA PROPESSIONALENGNEERUSNO WIND SPEEDAND DESIGN CRITERIA THIS DOOR MAYBE USEDWHME THE DESIGN LOAD MELTS OR EXCEEDS THE DESIGN LOAD FOR THE BUDDING OPENING. 4. SUPERDIPOSED LOADS ON THE JAMBS FROMTHIS DOORARE DESIGN EDASVAANDVy HEFUM CONTRACTORS SKALLHAVE BUILDING ENGINEER VMMADMUACY OFBULDING STRUCnM YO WINDLOCKS ATTACH WIDI2EACH 041r T1NC COATED STELRNETS " CURTAIN SHEET WIDTH (SEBCH UM SALKTO BACKCP 000ES(SEECHART) .9. sk I SLIP MEE CHM1) .21- WNOLOCK6 EVERY OTHER CORRUGATION CONCRETEJFILLED BLOCK JAMBS RH GUIDE MOUNT SHOWN OPENINGWIDTH 'SUP CURTAIN SHEETWIDTH BA12t 10 BAO(OF DUDES V-0" aB• 'OPENING WIDTH. 2 WIV CURTANSHEETWDTH•239• aT-0•s9b 11T OPEMNOWIOTH�27ffr CURTANSHEErWDTH•21V A9-0'AC-0• 21n2 OPENINOWIOTf1.21r CURTAIN SHEETWHITH 113Nr RESIST SUPERMPOSED LOADS VA Vy S. DOORS SWILL BELLOSEDAND HAVE PROVIDED LOCK MECHANISMS ENGAGEDATTH6 TIME OFAWND EYENY. \\\\\ E• s0A9T ///// . n ANCIORNOTFS \\ O� \GET1dF•�S �i� A EMBEDMENT LENGTH DOES NOT INCLUDE STUCCO FINISH B. FOR HOLLOWBLOCK, FILLADL CELLS 0 ANCHORWDH AOO PSI GROUT, ti i C. ANCHORS STALL BE NSTALLEO N ACCORDANCE WITH MANUFACTURERS ND. 0737 SPECIFICATIONS ,F 10. OOOROPEPATION TYPE TO BEPU%I-UP, HAND CHAIN, OR ELECTRIC '► * . j C John E. Beeler, P.E. y •O •� STATE OF / C 11. GUDETOJAMB ATTACHWWrFASTENERS IN WALLOPENIHOAREA BEGNP FROM 2560 qnE Arthur Blvd, � - ' FLOOR AND END P BELOWLL THETOP OFWAOPENING. Ste 124 Q�r:�I t2 TESTDOORWALLOPENIN05tm12'-0'Xr4r. Fl. PEl51 TX75056737 Professional Engnbces seal providod only for - /////�S1ONi ; \\�\ . vy.21e PUF "4 veriliieaftri of windioedeaL:WcDgldetaBs,- Vy270PLF THESECONIIDENTW. DOCUYFNT8 ruB1eR1a DYJANU9CONTNNINFfliW710NOFAPiOPRIETMYN1nURE ANDUAYNOTBEREPLOOUCED 00. USm TO MANUFACRREAMTTWNONPART00.N WHOLEFORNiI' PURPOSE OTNFATHANTHATWHICHISNECES YFORPiE TIONWBMSWENGNEa RGWMKW THEEXPRESSPERLOSSCNOFL SWHICHWYREGULOONLQRSATANY1 VA 470T PLF_ VA 470e PLF _ c=m eemm UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES VA-513PLF - VS-013PF ARE: vra43PLF Vy-245PLF DECIMAL FRACTIONS ANGLES HOLE DIAMETERS ± . ' D04 STEEL JAMBS _ CONCREFEIFILL�BLOCK JAMBS )0( ±.03 ills' + 1UNDER.251 + -.003 .LH GUIDE MOUNT SHOWN. RH GUIDE MOUNT SHOWN •)00(±.005 251 to.500- .'•005 003 OVER .500 ''DDs SUPERIMPOSED LOAD DIAGRAM 1003 . 9 REV1910Ns REV DESCRIPTION DATE- APPROVAL — DRAWING RELEASE - 01-31-03 1 DM A I ADDEO TBRACID:TCPnCN 0123.12 1 CS 08-08.18 1 CS . DOOR. -!MG BWICICTDEf1A t, Anr,Awwrnrr•n O� O 4.av, ei[0. N ACO]ApI.rCC WRM/iIYAW f>o _'Irw TN1 _ .-T Iwnvaar•w1.vr ra OmmOirN rdacTc9RnRax eROTrweann rLTlMram eTTo_ vfmrongMwo,.n, ruauWnm9rwPHloaaur. . matrw m.Oail, NA ' JANUS INTERNATIONAL GROUP, LLC. 135JANUS INTERNATIONAL BLVD TEMPLE,.GA.30179 770-562-2650/Fax T70662-2264 © 2012 Janus International Group, I.I.C. AH Rights Reserved wT NA . ... J1'11fDFIa51E NA mmaFMFnRxFe NA - CERTIFIED WIND LOAD RATED 26 GA SERIES 3652 DOOR ASSEMBLY MAX SIZE 1B'-0`X 20'-0r APPAeV_ WE MWN BECKY NELSON 2-1-11 -DON "DON MILLS 2.21•11 B T1014 g AvaOvme DON MILLS 2.21-11 °CNE NONE O' 2 2 cF' ie ,ion -EVEI r/ ID:2AF5A32A-6ABF-47FB-8?' '1;16E22D3DEB71 marK'.y,-.)riey Date 5/17/2018. ADDENDUM Confirmation of building specifications and other information Buildin Design Specifications AF EDoor and Window Locations Note: Walk door and window locations are approximate and may change slightly when installed in the field. If a walk door or window does not fall between two legs, a $75 header. fee for walk doors and a $50 fee for windows will be charged. Walk -door opens outward. Doar ki ob on the left. Hinges on the rlsht. 'l. i Building Color Selections: 1 Walls TBD Roof Trim PB 2 Q 9MA Factory/Contractor: Carports Anywhere FL Licence #: CBC1251995 Roof Tope C 101 M dote: Obtaining a drainage plan, site survey, site development plan, floor plan OCl and termite treatment are Buyer's responsibility. gT, Lucie County, perfnitting I *Note: Any revisions made to the building after one week of the date on this document that impacts the drawings may result in an additional charge for new plans. 'Note: $200.00 Document fees have not yet been paid by buyer and will be collected prior to drawings being ordered from engineer and sent to Buyer. DocuSlgned by: Signed MA ujbdj:, Date 5/18/2018 4:59:08 AM PDT , ' Eversafe Buildings 4651 Woodstock Rd. Suite 208 Roswell, GA 30075 '