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Florida Building Code Online ggi OR my M IN`° n �s iz5 fts'�%10 e ,: ^t SCIS Nome Log In : User Registration Hot Topics Submit Surcharge Stats&Fads Publications reC Staff BCIS Site Map Links Q BushY1e4Product 3 r wanes Profess U nal USER:Publics UpCOYaI tt R dCi�4J i ct Application Detail ®RA ProduADorovaProduct or Menu>Prodor Aoolicabon Search>ADDfiC�titSn wsat>App 8248Rd`2 } � FL# Revision Application Type Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Wayne-Dalton,a division of overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 Mark_Garon@overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr.Pensacola,FL 32514 (850)474-9490 Mar4_Garcnr overheaddocr,cnm Quality Assurance Representative Address/Phone/Email Exterior Doors Category Sectional Exterior Door Assemblies Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Received i Evaluation Report-Hardcopy Florida Engineer or Architect Name who developed Mark A.Sawicki the Evaluation Report PE-72613 Florida LicenseETU Warnock Hersey Quality Assurance Entity Intertek Testing Services NA Inc.- Quality Assurance Contract Expiration Date 03/06/2020 Validated By 3effrey P.Arneson,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL 24 R12 CUI COI Ce�icf IL Ca es 2014 WD—J3df F'.L,8a�!_k ?4 _ R1LF84SawiGki_xnd..�.g.CC Rd i .1.I .ert f Irs�__ W�vn D 3lton.pilF YAM Referenced Standard and Year(of Standard) Standard 2002 ANSI/DASMA-108 2005 ANSI/DASMA-115 1994 TAS-201 1994 TAS-202 1994 TAS-203 Equivalence of Product Standards Certified By httt:ss://vvww.floriciahnilciina nscr/n,-/" Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2015 Date Validated 03/27/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 SummarV of Products FL# 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 II 1101 327010 P4.pdf Approved for use outside HVHZ:Yes X8248 R12 II Track Supplement Chart P10.ndf Impact Resistant:No 0-1,8248 R12 II Wl a p�?pler>�n21&s:p_df Design Pressure:+22.90/-26.30 Verified By: Mark R.Sawicki FLORIDA PE 72613 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 MQA�_-R-12 AE 8000 FBC Pval 0323154 pdf Created by Independent Third Party: No 8248.2 8000/8100#1102 9'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No Iml7°u f{1?Il,__11.0 32.701.�P4 pol Approved for use outside HVHZ:Yes FLB24£3 R12 II Trask Supplement Chart P10 pdf Impact Resistant:No FL8248 R12 tI WWambSupDlementPl6 s pdf Design Pressure: +26.90/-30.80 Verified By: Mark A.Sawicki FLORIDA PE 72613 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 R12 AE 8000 FBC eval 032315s odf 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 for use in HVHZ:No X8248 R12 II 1103 327012 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10 pdf Impact Resistant:No pdf Design Pressure:+35.70/-41.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 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 FI 8248 R12 AE fit104 F . v-1 09231.15.) f Created by Independent Third Party: No 8248.4 SOOOJ,$��1p#0�,#ih1r04 9'Max width. 14'Max height.Glazing available in top or ii a n P'9"" ,,.,,.1 intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No E,l„8,24,3 {;._7,,_II 1„,Q4,_ 77Q13__A:.pdf Approved for use outside HVHZ:Yes FL.E2�i8..f312 II Track Supplement Ch1rfi P10 adf Impact Resistant:Yes FL8248 R12 II WDJambSunolementPl6 s odf Design Pressure: +46.00/-52.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval p32315s.ndf Created by Independent Third Party: No 8248.5 8000/8100#1121 16'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FI 62_48 R12 11 1121 327015 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.Ddf Impact Resistant:No FI„8,748. 1317 tl Wr2mhS.tlpplern�n1P1;6 Iii Design Pressure: +15.30/-17.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 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 EL„8?48 {217 AE vI 1315sndf Created by Independent Third Party: No itttps://www.floridabuildinv,.orp-/Dr/nr am city 1�IMPACT RESISTANT GLAZING OPTION-IMPACT 13 GA HORIZ ANGLE 13 GA ROLLER SLIDE ATTACHED TO REVISIONS RESISTANT GLAZING SYSTEM MAY BE INSTALLED BRACKET WITH 5/16-18 BOLT&NUT PI MODIFIED NOTES TO IN TOP OR INTERMEDIATE SECTION(WITH R IN CENTER SLOT AND 1/4-20x9/16' STATE THAT LOUVERS TRACK BOLT h 1/4-20 HEX NUT ARE NOT IMPACT HE1/UT DECORATIVE INSERTS13 GA FLAG ANGLE GLAZING SHALL BE 1/4'POLYCARBONATE.MAXIMUM GLAZING THROUGH ANY 7YY0 ALIGNING HOLES INCREASED DESIGN PRESSURE TO DIMENSIONS SHALL BE 11"x 1Y CUTOUT, 13 GA COMMERCIAL'A'FRAME +46.00%52.00 PSF. FASTENED WITH#8 X 1"SMS: 3X ALONG THE 16 GA MIN HRIZ 7 TOP BRACKET ATTACHED WITH 20 GA CENTER STILE DOOR I GRT 6/29/07 HORIZONTAL AND 2X ALONG THE VERTICAL SEE TRACK (5)1/4-14x7/8'SELF DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS. DRILLING CRIMPTITE SCRE P2 ADDED IMPACT 2.NON-IMPACT REISTANT GLAZING OPTION- 5/16x1-5/8' _ \ RESISTANT GLAZING. .090'MINIMUM SSB GLAZING IN MOLDED FRAMES LAG SCREW(MIN 4 ADDED DETAIL A SHEET 2 SCREWED TOGETHER WITH A MINIMUM OF(10) AS SHOWN) GLAZING FOR IMENSIONS TO AX #8x1"SCREWS INSTALLED IN TOP OR (4)1/4-20x9/16"LARGE ADD(2)1/NG Cx7/8' FIEAD TRACK BOLTS OR SELF DRILLING CRIMPTITE SCREWS NOTES SHEET 1.G ADDED INTERMEDIATE SECTION(WETS OR WITHOUT i ` '0 TRACK TO FLAG DECORATIVE INSERTS)MEETS UNIFORM STATIC 1/4^20 STUDS WITH � (INSIDE OF EACH END HINGE) 16 GA END STILE CONFECTION NOTE, WEND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 HEX NUTSm GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 0 2'NYLON WINDLOAD ROLLER .m• •m GRT 11/10/07 10.69"AND A MAXIMUM LENGTH OF 16.94". 15 GA MIN VERT ? P3 MODIFIED LOUVER GLAZING IS NOT IMPACT RESISTANT AND DOES TRACK NTH 4-1/2"STEM OPTION. ADDED TEXAS NOT MEET THE REQUIREMENTS FOR WEND-BORNE UCENSE NUMBER TO DEBRIS REGIONS. 1/4-20x9/16'TRACK TITLE BLOCK. BOLT AND 1/4-20 HEX GRT 9/19/08 3.VINYL R WOOD DOOR STOP NAILED A NUT AT EACH JB-US MAXIMUM OF 6"O.C.MUST OVERLAP TOP AND JAMB BRACKET LOCATION P4 UPDATED TITLE BLOCK BOTH ENDS OF PANELS MINIMUM 7/16'TO MEET _ AND IMPACT GLAZING NEGATIVE PRESSURES, 14 GA WIDE BODY END ,0. GRT 4/16/12 5/18x1-5/6"LAG 'HINGE ATTACHED WETH 4.KEY LOCK,SLIDE LOCK, OR OPERATOR SCREW AT EACH 1/4-14x5/B'SELF m REQUIRED. JAMB BRACKET o iTAPPING SCR •m' 5.LOUVER OPTION- .040"MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF(10)1)8x1'SCREWS INSTALLED IN THE BOTTOM SECTION.LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE 15 GA STIFFENED REENI5 FOR WIND-ERNE DEBRIS JAMB BRACKETS •18 GA NARROW BODY d REGIONS.GIONS. SEE SCHELDULE FOR INTERMEDIATE HINGE •m• LOCATION, ATTACHED WITH (4) 8.SECTION STEEL TO HAVE A MINIMUM 26 GA QUANITY, THICKNESS AND TYPE 1/4-14x5/8"SELF m p TAPPING SCREWS •m' 7.THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK R SLIDE ELEMENTS SHALL BE THE RESPONSIBILITY OF THE LOCK ONE END(NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR REQUIRED WITH 14 GA BOTTOM BRACKET ' STRUCTURE AND IN ACCORDANCE WITH CURRENT OPERATOR- SEE ATTACHED WITH(2) BUILDING CODES FOR THE LOADS LISTED ON THIS NOTE 4). SLIDE LOCK 1/4-14x7/8"SELF DMLUNG DRAWING. SHOWN FOR CLARITY RIMPTITE SCREWS AND(1) 1/4-14x5/8'SELF DRILUNG ,m B.DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL TAMPER RESISTANT SCRE GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING NOTE* (4)SECTION SOLID m STRUCTURE. DOOR SHOWN. SEE SHEET ' m 2 FOR U-BAR LOCATIONS 9.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP ON DORS WITH OTHER - - BRACKET SHALL BE A 13 GA LH)R 7//4 TOP/ SECTION QUANTITIES AND BRACKET WITH A SELF DRILLING RIMPPTMTEMS REWS 11t1 LEU Of THE SHEET FOR GLAZING THIS BRACKET SHOWN ON THIS DRAWING.U-BAR ON OPTIONS. TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TR BRACKETS. SUPERIMPOSED DESIGN PRESSURE JAMB BRACKET SCHEDULE CE LOADS ON SUPPORTING STRUCTURE DEI�GHT SEcnLOCATION INTERLINE 0 JAMB o S eRAacETs BRACKETS MEASURED FROM BOTTOM (EACH JAMB) OF TRACK(ALL DIMENSIONS t 2') DOOR I DOOR 6'-6" 4 7 2 JB-US 1 JB-US 21-3p JB-US 29-3 4 JB-US 39 JB-US 4B JB-US 57-1 4 JB-US WIDTH HEIGHT UNIFORM LOAD EACH JAMB(PLF) 7-O' 4 7 2' JB-US,10" JB-US,21-3 4 is-US2.29-3 4' JB-US,42 JB-US N.52-1 2' JB-US, 63-1 4 JB-US 8•-0' ALL +184.0%208.0 -8 5 B 2 JB-US 1 JB-US IB-3 4 JB-US,26-3 4 JB-US 38 JB-US,45 JB-US,54-7 4 JB-US 74-1 JB-US 9'-0" ALL +207.0%234.0 8- 5 B JB-U 1 -U 21-3 4 -U 29-3/4- (JO-US). J-US 4 -U -1 2 -U 75-112- -U 8- SEE NOTEBELOW NOTE: (JB-US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16"TRACK BOLT AND NUT AS SHOWN ABOVE. ALL DOORS GREATER THAN 8'IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A Wag, DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 9'-0" DATE NAME LEST (PSF): +69.00/-78.00 MAX HEIGHT: 14'-0" DRAWN 5/17/06 GRT MARK A.SAWICKI.PE �tOn IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 1/22/07 MRB 2501 S.STATE HWY 121,SUITE 200 SHEET OF 2 LEWISVILLE,TX 75087 FILPE 72813 MODELS 8000/81 00 ",DRAWING PART NO. REV. TX PE 106291 DIVISION OF OVERHEAD DOOR CORP 3395 ADDISON DRIVE �+ PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION ^ODES.^�'i'�`�1'. VERIFICA710N OF WINDLDAD CONSiRUCTON DETAILS. 850 474-9890 -�•, 32701 3 P4 REVISIONS P1 MODIFIED NOTES TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT.INCREASED (F�'mw DESIGN PRESSURE TO +46.00/-52.00 PSF. (8)SECTION DOORS NTH GRT 6/29/07 (10)3'20 GA 80 KSI U-BARS P2 ADDED IMPACT LOCATED AS SHOWN RESISTANT GLAZING. ADDED DETAIL A SHEET 2 a FOR GLAZING. ADDED MAX GLAZING DIMENSION TO NOTES SHEET 1. ADDED 'O' 'O' TRACK TO FLAG (7)SECTION DOORS WITH-1 NOTE. 0 0 0 (9)3'2D GA 80 KSI U-BARS GRT 11/10/07 • LOCATED AS SHOYM .o oP3 MODIFIED LOUVER OPTION. ADDED TEXAS LICENSE NUMBER TO •p• TITLE BLOCK. GRT 9/19/08 (6)SECTION DOORS WITH D P4 UPDATED TITLE BLOCK (8)3'20 GA 80 KSI U-BARS AND IMPACT GLAZING LOCATED AS SHOWN GRT 4/16/12 / INTERIOR FRAME (5)SECTION DOORS NTH (7)3'20 GA 80 KSI U-BARS LOCATED AS SHOWN / SHEETMEFAL SCREW (4)SECTION DOORS NTH (5)3'20 GA 80 KSI U--BARS • - LOCATED AS SHOWN EXTERIOR / FRAME \ 1/4'POLYCARBONATE DETAIL A I r AT))TACC�H U-BARS WITH bffILLING CRIMP11 SCREWS AT ALL STILE LOCATIONS TIP. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A yYagrW DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 9' DATE NAME TEST (PSF): +69.00/-78.00 MAX HEIGHT: 14'-0" IDRAWN 1 5/17/06 GRT MARK A SAWICKI.PE O IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 1/22/07 MRB 2501 s.STATE E. 1 f17SUIzoo SHEET 2 OF 2 LEH1rnLLE.1x 75067 om FL PE 72013 MODELS 80008100 = TX PE 106291 A DIVISION OF OVERHEAD DOOR CORP _r DRAWING PART N0. REV. 3395 ADDISON DRIVE �I� PROFESSIONAL ENOINEER•S SEAL PROVIDED ONLY FOR PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION COO 1 VERffICATION Cf NNDLOAD CONSTRUCTION DETAILS. 850 474-9890 327013 P4 SCHEDULES 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB(IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB(LB/FT)NOTE 3 CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 -24 400 20 24 24 420 119 24 24 440 19, 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 566_ 14 18 22 68C. 8 21 Orly 0, 600 13 17 20 620 13 16 20 v 640 13 16 19 N0.51737 660--12 115 19 680 12 15 18 t. :4-1-:: 700-1--11 14 17 % '00. 'A 0 Sum OF .0 "� 720 14 17 T-11 14 740 _�6 760 11 13 16 ;SIONAL 780 10 13 16 ///111 10 800 1n1 13 15 1.BASED ON 3/8"0 A307 HEADED OR HOOKED(1.69"MIN.HOOK LENGTH)ANCHOR BOLTS WITH A 2"O.D.WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3-. 2.PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2X6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 1 Digitally signed by John E.Scates,P.E. .Approved Date:2015.02.20 09:57:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P10