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Home My WebLink AboutPRODUCT APPROVALVl�3 •.yy�Ai`-yLS�.r.y."X'�tila 4�{�Y.iN�.P�.��ti:?�Y��Jv4-.s��.i�i�"afi¢i.�e�4q�`�Ci4":., 1,�-i 1•.r'ria Ca^r ;x.;,zw?151 8tl5Hwne login User HeDi idlon Ho[Tupia Product Approval USER: Public UserUSER: Subme Surcharge : Stat•ar CIS SCANNED BY St. Lucie Count, Prod .ri Aeonnni Menu > Prod ct tprod t A > AannmHon List > APPRCaden DemH 1 �,' PebikaHms raC Staff ' 9cis Ste Map Unie search NBC$ - I N u FL # FL8248-1112 ST. LUCIE COUNTY Application Type Revision BUILDING DIVISION Code Version 2014 REVIEWED Application Status Approved FOR COMPLIANC REVIEWED BY DATE PLANS AND PE IT Comments MUST BE KEPT ON JOB OR Archived NO INSPECTION WILL BE MADE Product Manufacturer Wayne -Dalton, a division of ead Poor Wo7atiian Address/Phone/Emall _ 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 Mark—Garon@Overheaddoor corn THESE PLANS AND ALL PROPOSED VMW Authorized Signature Greggtaaylor@Wayne-Daibon.corEi°RE SUBJECT TO ANY COMEC TONS REQUIRED BY FIELD INSPECTORS THAT Technical Representative Mark Garon MAY. BE NECESSARY IN MDER TO Address/Phone/Email 3395 Addison Dr. C0IMPLY WITI HLL APPLICAUE CODES. Pensacola, FL 32514 (850)474-9490 Marlt.Garon@Overheaddoorcom cONe 00 MOO 90i ObATYkCHMM Quality Assurance RepresentativeAll fi{{ R[�FhiIMI9I1 ry0 FJr Address/Phone/Email Qe Ml flF7MT�U(hi�G*�YpIII'THE 6Uh11�I��V�i1L1rLl1Y ' Category Exterior Doors Subcategory Sectional 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 Mark A. Sawldd the Evaluation Report Florida License PE-72613 _ Quality Assurance Entity Intertek Testing Services NA Inc. - ETUWamodc Hersey Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independenc e FL8M g12 Col• .r r.Scates 2014 lr sJ2FL8248 ELIZ Col Mark Sawicki Ind cert.lo 001 Validatortr of .. Referenced Standard and Year (of Standard) Standard Year .ANSUDASMA-108 2002 ANSTIDASMA-115 .2005 TAS-201 1994 _ TAS-202 19% - TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved . ,i - 54y IC fi- � � � Method 1 Option D 02/20/2015 03/27/2015 05/12/2015 O6/23/2015 SummarV of Products FL # i Model, Number or Name Description 8248.1 8000/8100 #1101 9 Max width. 14' Max height. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ• No FL8248 R12 H 1101 327010 P4.odf Approved for use outside HVHZ• Yes FL8248 R12 II Track Suonlement Chart P10.odf Impact Resistant: No FL8248 R12 H WDIambSuoolementP16 s.odf Design Pressure: +22.90/-26.30 Verified By: Mark A. Sawicid FLORIDA PE 72613 Other- Glazing Is not Impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE SODO FBC eval 032315s.odf Created by Independent Third Party: No `8248.2 8000/81U0 #1102 IT Max width. 14' Max height. Glazing available In top or Intermediate section. Limits of use Installation Instructions Approved for use In HVHZ: No FL8248 R12 H 1102 327011 P4.btlf Approved for use outside HVHZ• Yes FL8248 R12 11 Track Supplement Chart PIO.odf Impact Resistant, No FL8248 R12 H WDIambSuoolement➢16 s.odf Design Pressure: +26.90/-30.80 Verified By: Mark A. Sawidd FLORIDA PE 72613 tttttt Other. Glazing is not Impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.3 8000/8100 #1103 9' Max width. 14' Max height. Glazing available in top or Intermediate section. Limits of use Installation Instructions Approved far use In HVHZ• No FL8248 R12 11 1103 3270:12 P4.12df Approved for use outgWe HVH2: Yes FW 8 R12 II Track Supplement Chart P10.odf Impact Resistant: No FL8248 R12 11 WDIambSuoolementP16 s.odf Design Pressure: +35.70/-41.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other. Glazing is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC 032315s.odf eval Created by Independent Third Party: No 8248.4 8000/8100 #1104- 9' Max width. 14' Max height. Glazing available In top or Intermediate section. Llmtlas of Use Installation Instructions Approved for use In HVHZ• No M248 R12 II 1104 327013 P4.odf Approved for use outside HVHZ• Yes FL8248 R12 II Track Suoolement Chart PTO.odf Impact Resistant: Yes FL8248 R12 II WDIambSuoplementPT6 s.ndf Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Others Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC 032315s.odf eval Created by Independent Third Party: No 18248.5 WW/8100 #1121 16' Max width. 14' Max height. Glazing available In top or intermediate section. Limit of Use Installation Instructions ID7ACT NEOSTANT CLASSIC OPTION- IMPACT SLSTANT GIASNO SYSM MAY RE INSTALLED TOP OR DITE MMAX SEDILBT (MTH OR OLUZT DECORATIVE INSFRTSN GLAZING SHALL 1/4V pOLTm&RGG6ATM MAMM MAA320 maCNS SHALL BE 11' N TO LXROML SIOIFD WHIN X I' SM5 3X ALONG THE ALLAA WI ��I �GTHE ASSEMBLY �� 13 GA NOW ANGLE 13 GA FLAG ANGLE 10 GA YN HOW TRACK LAG SCREW WW 414� 16 GA LOTRAW VERY VWTL OR YWm DOOR STOP NARED A dOIAIY OP 8' ac MOST UAW AP TOP M0 M' w JAM BRA Zo P% WWGN 7/11r 7O YFIT WT Nay LCON. ST10E LOOIL OR OPERATOR WBm AMES fiCREM4D 700EL1IER M1111 AS IN F (10' SCREYS INSTMIFD IN LOUVFIB ARE NOT WPACT AtOT 00 NOT IEEE THE UITS E70 V SO SIFFFL TO HAVE A MINIMUM 20 CA WA THE OEBtlI OF 1IO: LGIPPORTINO S7RGOTGMAL EI@A6 6HALL 8E THE IESPONI�XLIT OF T!E NEY LOCK NiO M ACCGmA110E MEN a.RIONf O Now GONG lXLF9 F'CR THE IDAOS lBhD ON TG9 SNOT ABNG DOOR MIB TD BE MINIMUM 20 SWECNRAL AGE LLILBFA. REEER TO MOB CONIOiCOON p FYXt ATTACHMENT ib SOF1'ULRNO (� R � S� ONO SHO 2 FOR G-BAR LOCATIONS VCR LOW HEAD RGOM LIFT CONDITION& TOP SHALL at A 13 CA LLIR /4 TOP ON DOORS WITH OTHER AACW gar WITH A Y@IOWN OF 1 4-1 IYLIE OON7dI kOOEG2 1µGXIS QADNO HE A�U�T�GSHUc wqmTHID OPTIONS. GE INSTALLED ON TOP OF pB � BRACKEM r--- IGiDOM I LHIMM LOAD EACH JMdS (M MW A MWOG PE m AIE'Mmm 1%nP 10G m PE YLI3 1X PE Imt ' OCN OF NI�IDWAGB c*J OUAM 20 GA CDM smE— , S SELF @M OF E4M END HINGE) .�., /0 GA END SOIE— r NYLON AD ROLLER B J 14 GA BMTOM BRACKET ATOMM BIN (2) 1/4-14018' SELF DRILLING 1/ 9E Lr LF D� YTAMPER ANT BOE1 N) FOLLOWING L1IMOISION DENOTES SIOTIFO MNS SRACW ATTACHM TO TRAOF WHH 1/4-2oaI Ar TRACK SMT AND N AS mn rou.r• DOORS OTI m THAN IV IN HOGHT RFAUP6 USE OF ODNRNUlX18 WADI. ANGLE. 9EE OIPp1E11FNT TRACK CHART FOR DETAILS MODELS 8000/8100 WINDLOAD SPECIFICATION OPTION CODE 1104 ING PART NO. RE' 327013 P, WE m SCRON kRM97E - uua w eAp�a. PE P513 a sao ac 1 PE • nw a w,m° of tea+ MGM (10) (9) (a) B) sa c� W (4) wm= Boom (6) r 70 LOCPUMAAS SI M MODELS 8000/8100 WINDLOAD SPECIFICATION OPTION CODE 1104 nNF ew alAZ NC ANC PART NO. I RE% 327013 P,