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Home My WebLink Aboutproduct approval 1 Florida Building Code Onfint hFtp_riww-rfi oridabur 'errs gpp_dtiaT- parer.=sv+a EV.. .WIS.'rine Lf'o USB/eRegsl*t'An Not TapiS 36Zs-:*G. a FM:"+ p`.: Z:C..- FK 2"f4 OMStt-Map Lj;*S S?atCh I y Product Approval auric tion onto `r FL# EL824 =R23 AWlicahor Type Rew5fon Code.Version,., 24M7 L` Appiicatrorr-SWU* Approved �J, ' ? Comments Ra Archived " Product Manufacturer Wayne-Dalton,a drvision of Overhead Door Corporation Addr'e55,Phone/EmaiF 13915 Ade4e t'�-a=a PenSaC:Cfa,FL 32314 (650)475-61T/ Mark_Gamn@Overhedddoor.com Authorized Signature Mark Garon � Mar3c��+ron:�flv?rheadd�ir.com i Technical Representative Mark Garen Address/PnorteJE-mail 3395 Ad0son Or. Pensacola,FL 32514 (850)474-9490 ilark_Garnnt?�Overh?addeor.corr Quality Assurance Representative Address/PYonefEmad Cat::y^ry Exterior Coors Subcategory Sectional Exter.or poor AssambLas Compliance 111-1ethocr cva?uaxirtt Report(MM a Rcrz44 Regi Wre d ev^,tQ2Ct Gr a'L:Ce std Florida Professional Engmee, Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developers Dwayne 3.X ori;35Ft the Evaluation Report Etortda Ucense ;;E-7794.5 Quality Assurance Entity intertex testing Services NA,lac.-QA Er.%it•# QLanilt,A--Lance Contract Expirat-o"Ogre 0310612050 Validated By Jeffrey A.Arneson,P.E. Validation Checklist-Hardcopy Received Certificate of Independence Z .. Referenced Standard and Year(of Standard) Year -AYSIIDASMA-TIX a0I2 ANSI,DASMA.-I 15 2012 i TAS-2202 1994 7ALS-702 14 :,6.5 203 .1994 i off, ,12-;/2C-1IS, 1:52 Mf Florida BuildingCode Online h4://www.floridabuilding.org/pr/pr_app_Ati.aspx?param=wGEv.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/27/2017 Date Pending FBC Approval 10/30/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8248.1 8000/8100#1101 9'Max width. 14'Max height.Glazing available in top o� I intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R13 11 1101-327010-136 s.pd Approved for use outside HVHZ:Yes FL8248 R13 II WD lamb Supplement P17.pd Impact Resistant:No FL8248 R13 11 WD Track Supplement Chart P12.pdf Design Pressure:+22.90/-26.30 Verified By:Dwayne I Kornish FL PE 77945 Other:Glazing is not Impact resistant and does not meet Created by Independent Third Party:No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.pd Created by Independent Third Party:No 8248.2 8000/8100#1102 9'Max width. 14'Max height.Glazing available in top or Iintermediate section. Limits of Use Installation Instructions i Approved for use in HVHZ:No FL8248 R13 II 1102-327011-P6 s.pd Approved for use outside HVHZ.Yes FL8248 R13 11 WD lamb Supplement P17.pd Impact Resistant:No FL8248 R13 11 WD Track Supplement Chart P12.pdf Design Pressure:+26.90/-30.80 Verified By: Dwayne J Kornish IL PE 77945 Other:Glazing is not impact resistant and does not meet created by independent Third Party:No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200_092917s.pd Created by Independent Third Party:No 9'Max width. 14'Max height.Glazing available in top or 78.3 8000/8100#1103 intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R13 11* 1103-327012-136 s.j)d Approved for use outside HVHZ:Yes FL8248.R13 11 WD Jamb Supplement P17.Pd Impact Resistant.No FL8248 R13 11 WD Track Supplement Chart P12.pdf Design Pressure:+35.70/-41.00 Verified By: Dwayne 3 Kornish FL PE 77945 1 Other-Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.[)d Created by Independent Third Party: No 4 4" SOQ078f00#1104 gr-Flax width. 14!Max height.Glazing available in top or Limits of Use intermediate section. Installation Instructions Approved for use in HVHZ:No FL8248 R13 II 1104-327013-P5 s.pd Approved for use outside HVHZ:Yes FL8248R13II WDlamb-Supplement P17.pdf Impact Resistant:Yes FL8248 R13 11 WD Track Supplement Chart P12.vd Design Pressures+46.00/-52.00 Verified By: Dwayne I Kornish Fl-PE 77945 Other: Created by Independent Third Party:No Evaluation Reports FL8248.R13 AE FBC EvgI 8000 8100 8200 092917s.pdf Created by Independent Third Party:No 18248.5 8000/8100#1121 T16'Max width. 14'Max height.Glazing available in top or intermediate section. 2 of 5 1/23/2018, 1:52 PM REVISIONS SIDE ATTACHED TO 1 NOTES' ACT RESISTANT GLAZING OPTION-IMPACT 13 CA ROLLER L13 CA HORIZ ANGLE BRACKET W11H 5/15-18 BOLT&NUT P1 MODIFIED NOTES TO RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN CENTER SLOT AND 114-20x966` STATE THAT LOUVERS IN TOP OR INTERMEDIATE SECTION(VATH OR ARE NOT IMPACT VATHWT DECORATIVE INSERTS).GLAZING SHALL TRACK BOLT k 1/4-20 HEX NUT 13 CA FLAG ANGLE THROUGH ANY TWO ALIGNING HOLES RESISTANT.INCREASED 8E 1/4`POLYCARBONATE.MAXIMUM GLAZING DESIGNPRESSURE 70 DIMENSIONS SHALL BE 11"x 17`CUTOUT, 13 GA COMMERCAL'A'FRAME +46.00-52.00 PSF. FASTENED WIN Q8 X 1`SMS:3X ALONG THE 16 GA MIN HORIZ TOP BRACKET ATTACHED V47H 20 CA CENTER STILE DOOR I GRT 69/07 HORIZONTAL AND 2X ALONG THE VERTICAL,SEE TRACK A (5)1/4-107/8"SELF P2 ADDED IMPACT DETAIL A N SHEET 2 FOR ASSEMBLY DETAILS. DRILLING CRIMPTITE SCREWS RESISTANT GLAZING. 2,NON-IMPACT REISTANT GLAZING OPTION- 5Ji6x5-5/8" \ __ ADDED DETAIL A SHEET 2 .090'MINIMUM SS9 GLAZING IN MOLDED FRAMES LAC SCREW(MIN 4 �'�•, SCREWED TOGETHER V47H A MINIMUM OF(10) AS SHOWN) ^ is FOR GLAZING.ADDED MAX ADD(2j i/4-14x7/8• •�"�� NOTESGLAZING DIMEN1.SION E �Bxl`SCREWS INSTALLED IN TOP OR (4)1/4-20x9/16`LARGE SELF DRILLING CRIMPTITE SCREWS NOTES SHEET G AODEO HEAD TRACK BOLTS OR l •m TRACK TO FLAG INTERMEDIATE SECTION(WITH OR WTITWT s (INSIDE OF EACH END HINGE) 16 CA END G71LE \ CONFECTION NOTE. DECORATIVE INSERTS)MEETS UNIFORM STATIC 1j4-20 STUDS WITH _ WIND PRESSURES SHOWN ON THIS GRAVING, )/4-20 HEX NUTS ° GRT 11J10j07 MA21NG SHALL HAVE A MAXIMUM HEIGHT OF15 GA MIN VERT 4 2`NYLON WNDLOAD ROLLER P3 MODIFIED LOUVER 10.69'AND A MAXIMUM LENGTH OF 16.94 TRACK VWTH 4-1/2"STEM ,,, OPTION.ADDED TEXAS GLAZING 15 NOT IMPACT RESISTANT AND DOES •I UCENSE NUMBER TO DNOT EER SERT THE EQUIREMENTS FOR WND-BORNE 1/4-20z8/I6`TRACK TITLE BLOCS BOLT AND 1/4-20 HEX ; CRT 969)08 3.VINYL OR WOOD DOOR STOP NAILED A NUT AT EACH JB-US J •,�"`•—. MAXIMUM OF 6"O,C.MUST OVERLAP TOP AND JAMB BRACKET LOCATION Y AND DP LOCK ACT GLAZINGTITLE BOTH ENDS OF PANELS MINIMUM 7/16"TO MEET 14 GA WOE BODY END GRT 4/16/12 NEGATIVE PRESSURES. 'HINGE ATTACHED"IN 5/16x1-5/e`LAG I ° P5 UPDATED TIRE BLOCK 4.KEY LOCK.SUPE LOCK,OR OPERATOR SCREW AT EACH (4)'l/X_S RE B"SELF , REOUIRED. JAMB BRACKET 8 TAPPING SORE o ESC 10/3/17 i S.LOUVER OPTION-.040`MIMMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WIN A MINIMUM OF(10))8x1"SCREWS INSTALLED IN Q 4 THE BOTTOM SECTION.LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS 1$CA STIFFENED-// JAMB BRACKETS •18 GA NARROW BODY Q .D• RECONS INTERMEDIATE HINGE SEE SCHELOULE FOR ATTACHED W1H 4 6.SECTION STEEL TO HAVE A MINIMUM 26 CA OUPNIN,LOCATION, i F SELLF ° THICKNESS. AND TYPE Tj4-14x5/B" TAPPING SCREWS •o 7.THE DEMON OF THE SUPPOR71NO STRUCTURAL KEY LOCK OR SLIDE ELEMENTS SHALL BE THE RESPONSIBILITY OF THE LOCK ONE END(NOT I PROFESSIONAL OF RECORD FOR THE BUILDING N REQUIRED WIN 14 CA BOTTOM BRACKET STRUCTURE AND M ACCORDANCE WVAIN CURRENT OPERATOR-SEE ATTACHED TI1(2) 4 BUILDING CODES FOR THE LOADS LISTED ON THIS NOTE 4). SLIDE LOCI{ 1/4-14x7/8"SELF DRILLING DRAIWNC. SHOVIN FOR CLARITY CRIMPTITE SCREWS AND(1) .�• 1/4-14x5/8"SELF DRILLING .�. 8.DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL TAMPER RESISTANT SCREW----�.�- GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING N4TEL (4)SECTION S011O ' STRUCTURE. DOOR SHOWN. SEE SHEET ` i •o 2 FOR U-BAR LOCATIONS `ate S,FOR LOW HEAD ROOM LIFT CONDITIONS.TOP ON COORS WITH OTHER BRACKET SHALL BE A 13 CA LHR 7/4 TOP SECTION QUANTITIES AND BRACKET WITH A MINIMUM OF(3)1/4-14x7f8` 'SEE NOTES I AND 2 THIS SELF DRILIINO CRIWPTITE SCREWS IN LIEU OF THE SHEET FOR GLAZING BRACKET SHOWN ON THIS BRAVING,U-BAR ON OPTIONS. TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE AM L L o 0 N JAMB LOADS ON SUPPORTING STRUCTURE HEOICOR OF HT SECTNo'IONS BRACKETS BRACKETS MEASURED FROM BOTTOM (EAC{JAMB) OF TRACK(ALL DIMENSIONS t 2") DOORDOOR 6-6" 4 7 2 JB-US./0 JB-US 21-3/4*(JB-US).29-3/4' J9-US 3Sr QS-US).48 09-US).57-174" JH-US UNIFORM LOAD EACH JAMB(PLF) WDiH HEIGHT 7'-0' 4 7 2'(JB-US).10' JB-US,21-3 4" JB-US 29-3 4 JB-US.42' JB-US 52-1 2" JB-U5 63-1 4" JB-US 8-0' CLL +184.0-208,0 T-6" 5 8 2 .9^US,IO JB-US.18-3 4 JB-US 26-3 4 JB-US,36 JB-US,45 JB-US 54-1 4 JB-US 74-1 2 JB-US B-O 5 8 - S i -5.10 44 J- 9- - 9 - 5 - - - 9'-O" ",297.0/-234.0 8-0 SEE NOTE BELOW ((��S)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16`TRACK BOLT AND NUT AS SHOWN ABOVE. •,�i ALL DOORS GREATER THAN B'IN HEIGHT REWIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK CHART FOR DETAILS. T} NO.77845 �� Av a7<. srAT#0cpm •'j7`LS/ cliJ �� STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A J,ANAL f-N Y' Wayne DESIGN(PSF): +4&OO/-52.00 MAX WIDTH: 9'-0•' DATE NAME 7j 111111111TVV ` TEST(PSF): +69.00/-78.00 I.AX HEIGHT: 14'-0" IDRAWN 1 5/17/06 1 CRT DWAYNE J.KORMSH,PE MiDalton» IMPACT/CYCLIC RATED(YES/ND): YES IMAX SECTION HEIGHT.•21`CHECKED 1/22/07 1 MRS 4570 COUNTY ROAD 150 GARAGE DOORS I SHEET '1 OF 2 MOUNT HOPE,OHIO MODELS 8000/8100_ FL PE 7794$ DIVISION OF OVERHEAD DOOR CORP DRAWING PART NO. REV. TX PC 117868 3395 ADDISON DRIVE PROFESSIONAL EN"NEER'S SEAL PROVIDED ONLY FOR PENSACOLA.FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 327013 P5 VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 850 474-9890 REVISIONS Pi MODIRED NOTES TO STATE THAT LOUVERS AR£NOT IMPACT RESISTANT.INCREASED /L BAR IDCAALIVS DESIGN PRESSURE TO +46.00/-5200 PST. CFX7E72 SALf&IN7FNAIfLVAlE MNCE[OG!/CW3' (B)SECTION DOORS WITH GRT 6/29/07 (10)3"20 CA 80 KSI U-BARS P2 ADDED IMPACT LOCATED AS SHOWN RESISTANT GLAZING. ADDED DETAIL A SHEET 2 FOR 1 GLAZING DIIMENS ONfT OMAX NOTES SHEET 1.ADDEO TRACK TO FLAG (7)SECTION DOORS YAM CONEECTION NOTE (9)3"20 GA 80 KSI U-BARS GRT 11/10/07 LOCATED AS SHOWN iO = P3 MODIFIED LOUVER OPTION.ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. GRT 9/19/08 (6)SECTION DOORS VAIN P4 UPDATED TITLE BLOCK (8)3'20 CA 80 KSI U-SARS AND IMPACT GLAZING LOCATED AS SHOWN GRT 4/16/12 P5 UPDATED TIRE BLOCK ESC 10/3/17 _.. (5)SEA 80 DOORS WITH INTERIOR FRAME {7}3'20 GA 80 K9BARS LOCATED AS SHOWN ` SHEETMETAL SCREW '/ I (4)SECTION DOORS MTH y (5)3'20 CA 80 KSI U-BARS ' LOCATED AS SHOWN EXIERIOR - FRAME \ 1/4"POLYCARBONATE DETAIL A 31 t• 11111 E JATTACH WITH ND.77945 .2=_ O 1/4 14X7%a SELF' -� DRILL ING CRIMPTITE SCREWS :3_ 61 ( 7}_ A7 ALL STILE LOCATIONS.7YP. LS1sa1QRI..... ��.�"� DESIGN(PSf}STATIC PRESSURE+46.00/52.00 MAX WiDNGS THOVED B ZE05 SCALE:N.T.S•DA7E SI2NAME A(AL eN Wayne / 1111111111 TEST(PSF): +69.00/-7800 MAX HEIGHT- 14'-0' DRAWN 5/17/06 CR7 DWAYNEA KORNM PC Dalton. IMPACT/CYCLIC RATED(YES/NO): YES MAX SECTION HEIGHT-21'CHECKED 1/22/07 MRB 4576 COUNTY ROAD'160 GARAGE DOORS MOUNT ROPE,CMIO MODELS 8000/8100 SHEET 2 OF 2 TL PE 77sts DRAWING PART NO. REV. 1X PE 117968 DIhSION OF OVERHEAD DOOR COMP 3395 ADDISON DRIVE PROFESSIONAL INGINEEWS SEK PRONDED ONLY FOR PENSACOLA.FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 -F��11 2 VERIFKAEON OF WROLOAD CONSTRUCTION CETARS. 850 474-9890 JL701 J P5