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Home My WebLink AboutPRODUCT APPROVAL - SECTIONAL EXTERIOR DOORI 4/3/2016 Florida Building Code Online v o g. 0 o P jy r BQS Home I Log"In i User Registration I Hot Topics Submit Surcharge Stets & Facts i Publications FBC Stall �• SOS Site Map Unks Search db a ')f Product Appr_r USER: Public UserOVB1 product ftiroyal Menu > product or Application Search > Application Us t > Application Detail 13 /V 114m� FL# FL8248-R13 S� C UL' S y Application Type Revision Code Version 2017 /e..Co'ntv Application Status Approved Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32S14 (850) -475-6197 MaeK-Garon@OVerheaddoor.com Authorized Signature. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method I 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 Mark Garon Mark-Garon@Overhea8door.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 (850)474-9490 Mark-Gar(jn@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect.or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Dwayne J. Komish PE-77945 Ihtertek Testing Services NA, Inc.'- QA Entity 03/06/2050 3effrey P. Arneson, P.E. r. Validation Checklist - Hardcopy Received FL8248 R13 COI Cert of Indep Komish 2017 odf FL8248 R13 COI Validat& Cert -of-Ind Wayne Dalton odf Standard year ANSI/DASMA-108 2012 ANSI/DASMA-115 2012 TAS-201 1994 TAS=202 1994 TAS-203 1994 httPs://www.floddabuilding-Org/Pr/Pr-aPpiti-aspx?param=wGE 1/5 a/3/2018 it \_ Sections from the Code Florida Building Code Online https://www. Product Approval Method i Date Submitted Date Validated Date Pending FBC Approval Date Approved. .Summary of Prnducta Method 1 Option D 10/12/2017 10127/2017 10/30/2017 lV12/2017 FL # Model,. Number -or Name Description 8248.1 8000/8106 #1101 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits'of Use Approved for use in HVHZ: No. Installation Instructions Approved for.use outside HVHZ: Yes FL8248 R13 II 1101-327010-PG s rdf FL8248 R13 II WD Jamh'Su Impact Resistant: No Design Pressure: +22.90/-26.30 pplement P17_pdf FL8248 R13 II WD Track Supof mentChart P12 odf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Other: Glazing is not Impact.resistant and does not meet the requirements for wind-borne debris regions. Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s odf 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 Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No FL8248 R13 II 1102-327011-P6 s odf 0L8248 R13 II WD Jamb Supplement P17.r)df .Design Pressure: +26.90/-30:80 F1,8248 R13 II WD Track Suopleme 1 Chart p12 odf Verified By: Dwayne J Kornish FL PE 77945 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 FL9248 R13 AE F13C Eva[8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.3 8000/8100 #1103 9' Max width. 14' Max height. Glazing avallable in top or intermediate section. Limits of'Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL8248 R13 II 1103-327012-P6 s odf Impact Resistant: No Design Pressure: +35.70/-41.00 FL8248 R13 II WD lamb Sullplemant P17.odf FL8248 R13 II WD'Track Supplement Chart P12 odf Verified By: Dwayne J Kornish FL PE 77945 Other: Glazing is not impact resistant and does not the meet requirements for wind-borne'debris regions. Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE _EBC Eval 8000 8190 '8200 092917s odf Created by Independent Third Party: No 8248.4 8000/8100 #1104 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limps of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL8248 R-13 II 1104-3 7013-p5 s odf FL8248 R13 Impact Resistant: Yes Design Pressure: +46.00/-52.00 II WD Jamb Supplement P 7.odf FL8248 R13 II WD Track Supplement Chart P12 Ddf Verified By: Dwayne I Kornish FL PE 77945 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Evai8000 8100 8200 092917s odf 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 Approved for.use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes F_L8248 R13 II 1121-3 7015-P6 s odf Impact Resistant: No FL8248 R13 II WD Jamb Supplement P17.Ddf Design Pressure: +15,30/-17.00 F8248 R13 II WD Track up�le�*+or,t Chart P1 nrif 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 215 1/3/2018 Florida Building Code Online I8248.6 8000/8100 #1122 FL8248 R13 AE FBC Eval 8000 8100 8200 092917s odf .Created by Independent Third Party: No 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation:Instructions Approved for use in HVHZ: No FL8248.. L8248 .R13 lI 1222-3270 6-P6 s odf Approved for use outside HVHZ: Yes FL8248 R13 II WD Jamb Supplement P17.pdf Impact Resistant: No FL8248 R13 II WD Track Supblelngrit Chart P12 g_df Design Pressure: +23.00/-25.00 Verified By: Dwayne J Kornish FL PE 77945 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 FCA248 R13 AE FBC Eval 8000 8160 8200 092917s odf Created by Independent Third Party: No 18248.7 18000/8100 #1123 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 1 Other: 8248.8 8000/8100 #1124 Limitsof Use Approved for use. in HVHZ: No - Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38.30 Other: I 8248.9 8000/8100 #1125 Limits of Use Approved for use in HVHZ.-,No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.da Other: 8248.10. 1.8000/8100 #1141 Limits of Use Approved for use in HVHZ: No . Approved for use outside HVHZ: Yes Impact Resistant: No i Design Pressure: +18.50/-2U.70 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. I 8248.11 18000/8100 #1142 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design -Pressure: +34.40/-38.30 Other: I_ 8248.A2 18000/8100 #1143 16' Max width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions fU248 R13 II 1123-327017-P5 s pdf FL8248 R13 II WD Jamb Supplement P17 odf FL8248 R13 II WD Track Supplement Chart P12 odf Verified By:t Dwayne J Kornish FL PE 77945 Created by Independent Third'Party: No Evaluation Reports EL8248 R13 AE FBC Eval 8000 8100 8200 092917s.pdF Created by Independent Third Party: No 16' Mai width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions FL8248 R13 II 1124-327018-P5 s odf FL8248 R13 Tr WD-Jamb Supplement P17 odf FL8248. R13 II WD Track Supplement Chart P12 pdf Verified By: Dwayne J Kornish FL PE 77945 Created by IndependenYThird Party: No Evaluation Reports FL8248 R13 AE FBC Eyalannn 83 00 8200 092917c odf Created by Independent Third Party: No 16' Max width. 14' Max height. Glazing available In top or intermediate section. Installation Instructions FL8248 R13 II y 12 32701Q a s pdf FL8248 R13 II WD Jamb Supplement P17 odf F19248 R13 II WD Track Supplement Chart P12 odf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FLB248 R13 AE FBC Eval8000 8100 8200 0 2917c df Created by Independent Third Party: No 18' Max width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions FL8248 R13 it 1141-327021 P6 s pdf FL8248 R13 II WD Jamb SUPPI ment P17 pdf FL8248 JU3 II WD Track Supolemenr'Chart P12 pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports F0248' R13 AE FBC Eval 8000 8100 8200 0929175 pdf Created by Independent Third Party: No 18' Max width., 14' Max height. Glazing available in top or Intermediate section. Installation Instructions FL8248 R13 II 1142 327022 P6 s odf FL8248 R13 II WD Jamb Sun lement Pi pdf FL8248 R13 II WD Track Supplement Chart P12 odf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No .Evaluation Reports F18248 R13 AE FBC Eva18000 8100 8200 092917s pdf Created by Independent Third Party: No 18' Max width. 8' Max height. Glazing available in top or Intermediate section'. 3/5 -?/3I2018 � Florida:Building Coda Online v Limits of Use Approved for use. in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38:30 Other: 8248.13' 18000/8100 #1144 Limits:of Use Approved for use in HVHZ: No Approved for'use outside HVHZ: Yes .Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: .8248.14 18000/8100/8200 #1100 Limits of Use. Approved for use: in HVHZ: No Approved for use outside-HVHZ- Yes Impact Resistant: No Design Pressure: +15.90/-18.20 Other: Glazing -is not impact resistant and does not meet the requirements for wind-borne debris. regions.. 8248.15 18000/8100/8206 #1120 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-,13.86 Other: Glazing is. not impact resistant and does not meet -the requirements for wind-borne debris regions. 8248.16 18000/8100/8200 #1140 Limits of Use Approved for use in HVHZ: No Approved for. use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions 171.8248 R13 I1 1143-327023 PS c nrlf FL82481 R13 II.312957 P6 8000-8024-8100-8124 Postodf M248 R13 II 'WD Jamb SUDDlementP17 pdf FL8248R13 II WD Track'S rpolemOnt*Chart P12 odf Verified By: DwayneJ Kornish FL PE 77945 Created by Independent Third Party: No. Evaluation Reports FL8248 R13 AE FBC F al 8000 8100 8200 092917s odf Created by Independent Third Party: No 18' Max width. 8' Max height. Glazing available in top or intermediate section. Installation Instructions FL8248 R13 II 11.44-3 70 4-PS c odf FL8248 R13 'II 312957 P6 8000-8024-810 -8124 Post.Ddf FL8248 R13 II WD Jambi -Supplement P17 odf FL8248 R13 II• WD Track Supplement Chart P12 Ddf Verified By: Dwayne J Kornish FL.PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s pdf Created by Independent Third Party: No 9' Max ,width. 14' Max height. Glazing available In top or intermediate section: By: Dwayne J Kornish FL PE 77945 by Independent Third Party: No by Independent Third Party:' No 16' Max width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions F0248 R13 II 1120 R77o14 P6 c nrlf FL8248 R13 II WD Jamb Supplement P17 odf' FL8248 R13 II WD Track Supolem nt Chart p12 odf Verified By: Dwayne J Kornish FL PE'77945 Created. by Independent Third Party: No. Evaluation Reports FL8248 Rl3 AE FBC Eva18000 8100 8200 092917s odf Created by Independent Third Party: No 18' Max width.:14' Max height. Glazing, available in top or Intermediate section. Installation Instructions FL8248 R13 II 1140-327020-P6 s edf, FL8248 R13 11 WD Jamb Supplement pl7 Ddf FL8248 R13 II WD Track Su pJement Chart pi 7 pdf Verified. By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FB Fvalannn fl,n0 8200 097917s odf Created by IndependentThird Party: No badr K9 Contact Us :: 2601 Blair Stone Road Wfahassee FL 32399 Phone• 850-487=1824 The State of'Florlda is an WEED employer -Copyright 2b07-2013 State' f Florida, EdMM Statement •• Aceesslbllity cta am nt : Refund Statement Under Florida.law, email addresses are public records. If you do not Want your e-mail address released inresponse.to a public -records request,.do not send electronic mail to this entity.- Instead, contact.the office by phone or by traditional mail. If you have any questions,_ please contact850.487.1395. 'Pursuant to Section 455:275(1), Florida Statutes, effective Octobers, 2012, licensees licensed under Chapter455, •Fs. must provide the Department with an email address if they have one. The emalls provided maybe used for official 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. fo determine if you are a licensee under Chapter 455, FS., please dick here . Product Approval Accepts; � aRE M 415 NOTES, 1. IMPACT RESISTANT GIAZWG'OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WTH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' POLYCARBOIATE. MAXINUM GLAZING DIMENSIONS SHALL BE 11' x 17' CUTOUT, FASTENED WITH iB X 1' SMS: 3X ALONG THE HORIZONTAL AND 2X ALONC THE VERTICAL SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. 2. NON=IMPACT REISTANi GLAZING OPTION - .090' MINIMUM SSB GLAZING IN-IMOLDEO FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) 18x1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WTHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC WINO. PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A •MAXIMUM HEIGHT OF 10.69' AND A MAXIMUM LENGTH OF 16.94". GLAZING IS NOT INPAC7.RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR %1ND-BORNE DEBRIS REGIONS. 3. VINYL OR WIND DOOR STOP NABED A MAXIMUM OF 6' O.C. uLIST OYERLAR TOP AND BOTH ENDS OF PANELS"MINNNM 7/I6' TO MEET NEGATIVE, PRESSURES.' 4, KEY LOCK. SLIDE LOCKS, OR OPERATGR 'REQUIRED. " S. LOUVER OPTION - .040' MINIMUM LOUVERS. IN MOLDED FRAMES SCREWED,TOCETHER WITH MINIMUM OF(10)./Bx1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 6. SECTION STEEL TO HAVE 'k MINIMUM 26 CA THICKNESS: . 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSONALOF RECORD FOR"TIRE"BUILDING OR SIRUCTIRE AN0 IWACCOROAHCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS. DRAWING B. DOOR JAMB TO BE MINIMUM 2.4 STRUCTURAL GRADE WMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHuENT TD SUPPORTING STRUCTURE. B. FOR.LOW HEAD ROOM LEFT CONDITIONS, TOP BRACKET SHALL BE A 13 CA LIAR 7/4 TOP BRACKET WITH A MINIMUM OF (3)1/4-140/8' SELF -DOWNS CRIMPTITE SCREWS IN UEU OF THE BRACKET SHOWN ON THIS DRAWING U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LIAR TOP BRACKETS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WIDTH N OLTCKIT UNIFORM LOAD EACH JAMB (PLF) ALL +1300/-167.3 12'-0' ALL +180.0 -201.0 14•-O' ALL +210.0 -234.5 15-0' ALL +225.0/-251.3 16'-0 AU.- VA.Ej *: NO, 77945 ems 13 GA HOMZ ANGLE 13 CA FLAG AIICLE I6 CA MIN HORIZ TRACK "5/I6x1-5/8' LAG SCREW (MIN 3 AS.SHO%N) 0 1/4-20T9/16' LARGE HEAD TRACK BOLTS OR 1/4-20 STUDS WITH )/4-20 HEX NUTS 16 GA MIN VERT TRACK 1/4-20x9/16' TRACK' SO.T'AND 1/4-20 HEX NUT AT EACH JB-US JAM8'.BRACKET LOCATION 5/16x1-5/8' LAG SCREW AT EACH JAMB BRACKET 13 CA STIFFENED JAMB BRACKETS SEE SCHELOOLE FOR OUAMTY, LOCATION, AND TYPE 'KEY LOCK OR SLIDE LOCK — EACH END (NOT REWIRED WITH OPERATOR -..SEE NOTE 4). SIUDE LOCK SHOWN FOR. CLARITY NOTE, (4) SECTION SOLID DOOR,SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS'WITH OTHER SECTION QUANTITIES AND SEE NOTES I AND -2 THUS .SHEET FOR GLAZING OPTIONS. ( Ii/1D/07 MODIFIED LOUVER RON. ADDED TEXAS .NSE NUMBER TO UPDATED TITLE BLOCK 1 WPACT GLAZING 4/I6/12 UPDATED TITLE BLOCK 10/3/17 JAMB BRACKET SCHEDULE DOOR HEIGHT N0. OF SECTIONS NBRACICETSB (EACH JAMB) TRACK TYPE LOC N CEH N D JAL BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t"2') 6'-7 4 6 QI (is -US), 14' p), 23-1 2 (J9-US), 34' JB-US , 41' (01); 56' J9-US) F-8' 4 6 FAT " (JB-US), f0 09-US . 21-3/4' (.B-US), "39' JB-US), 48' (JB-US , "57-1/4' (JR-US) 7'-0' 4 '4 6 01 ' (m—us , 14' QQ. 25-1/2' lie -US). 34' (JB-US , 44' O , 63-1 4' JB-US) 7'-0' 5 FAT ' (JB-US , 10' (JB-US), 23-J/4' (JB-US). 36'(JB-US , 52-1/2' ,.B-US). 8}7/{' (Jo -US 7'-6' T-6' S B p -FAT JB-US , 14' 01 • 24-1/ JB-US , 32-1/Y JB-US , 4S CX , 49' JB-US), 62-1/2' (01), 72' .S-US ' 5 B (is-us),'10' (JB-US), 22-3/4' (,B-US , 36' G13-US), 4;. JB-US , 14-1/4' (JB-US), 63' (JB-US), 74-1/2' (JB-US) e'-0' S (JB-US , 14 IN , 23' ,id -US ,. 34' (,6-US), 46'" 01, 58 • (JBwS 66-1/2' p , 75-1 2" Gs -US g-0' S B FAT ' (JB-US), 10' JU-US), 25-3 4' (JO US , 39' (J8-US , 46' 66' (JB-US), 75-1/2' JB-US) B'-O SEE NOTE BELOW US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB 13RACKET"ATTACHED TO TRACK W1TIT 1/4-20x9/16' TRACK BOLT ANO'MUT. FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET, INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETM.S. -%Try,4, o1uNc r KaBxmH, vE MOULINTNT H E TA 5I - 45 tX PE 117e4e 'PAOTLS4011AL DIOams SEAL PRov=.OVLY rw IF3W=M1 OF WMILOAD COIISTRUCrMi DETAILS, e ;AGE D O ORS MODELS 8000/8100 SHEET 1 OF 2 is GG'SONa0 ODOR ceR DRALSINC PART N0. REV. Is ADI ISO 1 owvE :MILE RDRfDA 3257E WINDLOAD SPECIFICATION OPTION CODE 1123 327017 P5 BSO 474-9890 RACKET WITH 5/16-18 BOLT & NUT CENTER SLOT AND 1/4-20c9/16' REMS1 LACK BOLT & 1/4-20 HEX MET 010 or Nlr4FroArr hmr TTY'4RDYS 1 MODIFIED O TROUGH ANY TWO ALIGNING HOLES STATE THAT L 16 A NOT IMPA GA COMMERCIAL 'A' FRAME _ RESISTANT. )P BRACKET ATTACHED YA7H I I/_PAP KL^-!7#fK GRT 6/29%O7 1) 1/4-14Y7/8• SELF' P2 MOO2TE0 d ti4wc CRIMPnTE SCREWS /' I -� t 1 t t t ® (8) SECTION DOORS y'Tx BRACKET SCH! (12) J' IB ;CA 00 H. U-BARS ALLOLIWG REPS I LOCATED AS SHOWN q IW7H JS ID (2) 1/4-14a7/8• ADDED IMPACT EF DRILLING CRUJPTITE: SCREWS OETAIL,A I RESISTANCE TI G 14' & IS' I ADDED MA%' ISID: OF-FACH END HINGE) MENSIMA ClC (7) SECTION DOORS' WITH SHEET I. ADDE TO FLAG REP NYLON STORMGARD ROLLER a I (11) Y IB GA 60 KSI U-BARS ,ND_ IH 4-1/2' STEM AND I , I LOCAIEO AS SHOLtN� CRT 11/10/07 16• PUSKNUT AT EACH ./ 1 i 1p111�� .PIT LLER LOCATION. 1ND MA r I I 1 I L,1-' 3 YODFiED u TWfFN PUSH It AND r II'L'4(Iyja'ON ADDED ACKET OR HINGE I 72 LICE NT1N8E TIRE BLOCK, A GA WLDE BODY END. 1'y1 T��'I 1'p11 (6).SECIION DOORS WITH ICE ATTACHED W11H I • ® (0) 3` IB LOCATED AS SHOWN /4-14KEWS SELF v o 'PING SCREWS OEiAa B ' I e (s) sECTII%1roi I (6) 3' IB GA BD KS LOCATED GA NARROW BODY I ® T ERMEDIATE HINGE (ACHED VAT"' (4) I-14.5/a' SELF IPLNO SCREWS (4) SECTION DOORS WITH DETAIL C (6) 3' 18 GA 80 KSI-U-BARS CA BOTTOM BRACKET _ LOCATED AS -STOWN, ACHED VATH (2) r _ -L41i7/8' SELF ORRLNC w1EAlOR FRAMEIPRIE SCflElYS 1HRWLH UT AND BOTTOM/ BRACKET fi.4mtrn'S3 eon;:: SHEETNETAL SCREW l _- 1ALL1111IfIfrT NE J k 7'ii oV .• "IICErys�•.;QZ'4. 7E : No. 77945 •/S SrA GYATNE 4 KONll97• PE___ -- -- -- - - -- - - -- - - --4371FCOLWTY aDM IGo LZOWT HOPE OHIO • FL PE'77945 TK PE 117E66 PROr=wAL EaO.VEER'S SFµ PRO%= op rm \TATICAOOD Or 1KPY.OAD CQI9TROCnm CETAI.S DETAIL D E%HYEII FRAME RSONATE UPDATED TITLE BLOCK I RIPACT CLAZWO 4/16/12 UPDATED TITLE BLOC( ID/3/17 vvayne DESIGN (PSF): +30.00/-33.50 AIAX L51D7H: 0. ti 'DATE W�NAME -Malt_ q1• _ ®n. TEST (PSF): + 5,00%SD.25— MAX-HEIGHT:-14'-0•— DRALWN--5%22[0� —CRT- - -- - GARAGE DOORS IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21` CHECKED 1/22/07 •MRB MODELS 8000/8100 SHEET 2 OF 2 DAVISON OF OVERHEAD DOCK COM 3395 ADDISON DRIVE PENSACOLA, iLORIDA J2514 WINDLOAD SPECIFICATION OPTION CODE 1123 DRAWING PART NO. REV. (F150 r'74-B(WO 327017 P5 Wayne MDalton- GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 i LOAD DF THE STRUCTURE. DES:GN 2 3/4• GF SUPPORTING STRUCTURE SHALL MIN EDGE 01: BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 7/D' SIMPSON TITETI NO. 2-3/4' NW ENDED. MIN 6' BETWEEN JAMB RRAO(EF LOCATION IOLT ANT) / ITEX NU DIRECT' CONE RFTF MQU"Nr DFTAI `LTT.1111117TF7/ `* No.77945 /may �% STATE OF : (V 101VAL,0', 111YH1 J. KORMSH, PE '00—__-- — _-- NOIINT xOPC, U90 R PE 77015 7% PE H7(I!L PROFESSDYAL WCREER'S SEAL PROYM O,YLY TOT tvancATTM OF.WDLOAD COYSTFUCRDR OErAYS. MIN 2 x 4 SPF (0-0,42) OR BETTER WALL STUC ft=* MAX ALLOWABLE kASTENER LOAD MAY EXCEED' TNE.DESICN LOAD OF THE STRUCTURE. OESGN OF SUPPORTING STRUCTURE VALL BE F OSOLE RESPONSIBILITY OF THE PRCFESSIONAL OF RECORD FOR TTTE STRUCTURE---� 5/16" LAO SCREW 4 WITH 7-9f32' EMBED IN CENTF:ROF STUD (t 1/4') FOR EACH JAMB :RACKET LOCATICCI JAMB DRAGNET' '1/4-20r9/18" TRACK BOLT AND. 1/4-20 HEX NU TRACK DIRECT WODO'M WTINO D TAII MAX 490 IRS PER" FASTENER JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK ESC 6/15/17 DRAWING PART 140. 1 REV. 324620 P17 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (050) 47"890 6' M , I. DOOR {MOTH SEE..GETAILS'L R2, .AN 3 REQUIRED FQZ VERTICAL POST REINFORCING SYSTEMS. MINIMUM 2xs p''�., LUMBTHERN PWf3 BRACKET LOCK LTIti PINES Q HAE LOFJL LUMB Q. T.IGENSF' •. ��y' 4 9' ,. 4' 6. NO. 7M415 O STATE OF r �u. 2) 3/8' SIMPSON TITLN HD SCREW (4) 3/6' SIMPSON TITEN 110 SCREW �•k'• .A•�O ANCHOR WITH A 1 1/4' WASHER AND ANCHOR WITH A 1-1/4' WASHER AIID 3T .,..... •' ��`� A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF 'I,ZONAL IENG`�� DISTANCE OF 2 3/4'UN EDCE DISTMCE OF 4;MINDIU4 EDGE N111"MU l ' � PSICONCRETE .NINLMUU 200N DESIGNOIZIT i7L Ft] �^I 60IEL-MAARUM DESIGN LOAD HDTEL MAIONU- DLOAD OWAYNE d KORM91, PE CAPACITY OF 2065 LBS 2.6 83 N PINE LOCK (4) 3/8' DIA. LAG SCREWS WIN 1-1/4. O.D. WASHERS. LAC SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN —_--4576 COOKIYItOW 160 — -- _ -_ _ _ _ __— - - _- --CAPACITY-OF-2400CAPACITY OF 2430 LRS. HouxrW41 FL PE 77846 iX PEE I1TPA6 SHEET %vw=01'unm or mmoAL m�wvmu no" DE DAY JAMB CONNECTION SUPPLEMENT FCO P.17 UPDATED TITLE BLOCK ESC 6/15/17 DRAWING PART NO. I REV, 324620 IP17 2 3/4" t1" EDGE DIST E60XX MIN. 1/8 2-2 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW ' EQUIVALENT INTO MIN 2 x 6 N0.2 TRACK CLI SPF (G=0.42) OR _._ _ BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" MIN EDGE DIST OPTIONAL: WALL ANGLE MAY BE ATTACHED TO SUPPORTING STEEL WITFI MIN. (1) 1/4-200/8" SELF e . DRILLING SCREW WITH 1" 0'.D. e. WASHER AT EACH HOLE OR PAIR OF a, :Q•• HOLE" LOCATIONS IN LIEU OF WELDING ,. dd 3/8" SIMPSON TITEN HO, �:1/4-20xg/16" 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT.EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE TRACK BOLT AND CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT n u. TRACK CLIP k' TF: No. z�s •�/�y 0 ••..� R .,AL16NG�� —_—.wAYASZ7tORN5H, PC— — ]76 COI11ffY ROM IEO NOIWf HOPE. ORIO FL PE T7815 T% PC 1176EE' PRoiFSSWAL WGMEB's $AL PROVRD a1LY. f0T IE>rvrc..mn oP MRmLOM ernsmucnar DEtwas. 1 6/11/03 UPDATED FORMAT. ?EASED ALLOWABLE SSURES TO 1.00/-52.00 PSF FOR DOOR WIDTHS. ,NGED -TEXAS WALL YE' TO -00NRN000s CHANGED FORMAT. EO MODEIS 90D0 8D24 WITHOVERLAY TRACK CLIP k CUP XPANDEO 1-1/2• TO rB' DOOR THICKNESS IT UP TO W HIGH, 12/11/OB ADDED M0DEL'6700. JED TITLE BLOCK 6/2/10 JPOATED TIRE K. REMOVED -CHART. 11/15/13 JPDATEO TITLE V_va DATE NAVE - - _n}e -® I DRATSTI- -B/2T%O7 ORT .a L� n., GARAGE DOORS CHECKED B/21 /07 MITe SHEET 2 OF 2 TRACK SUPPLEMENT CHART 3395•ADDIS0N DRIVE PENSACgA, FLORIDA 32514 (Bso) a�a 9B90 DRAWNG PART NO. 307494 REV. P12 Q 13' GA MY Q CONTINUO WALL ANC PLICE PLATE LOCATION e 'SEE SCHEDULE 11 GA MIN 14" CLIP SEE MAX SCHEDULE 13 MIN CONTINUOUS NUOUS • WALL ANGLE MAX (2) 1/4" X 7/16 SEMI TUBULAR RIVITS — T2" /—SEE CLIP DETAIL MAX I .� �. 11 GA MIN MAX 12" � MAX LIP LOCATIONS SEE SCHEDULE 12 MAX TRAGIC• T CLIPS TO BE EITHER RIVETED, BOLTED, ,OR WELDED. SEE DETAILS ' THI�i�'i��Et<A. No. 77 OF •'ORIOA; �/l �`/sPA/AL 040,1'. 1111 ET10, 0CCOUNTYROAD IGD MOUNT 1 IL PE 77945 TX PE 1171Ga PAOFEGS)ONAL-NS11.'EA'S SEALPROV.DEO ONLY FCa TYRDICATM Cr WNOLOAD CaH57AUC0011 DETAAS. CLIP 'SEE SCHEDULE- 13 GA MIN CONTINUOUS WALL.ANGLE 4CK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK I - - I (1) 1/4"-20 TRACK �!.OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE (1) 1/4`'-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL IDESIGNZPSFFZ-52.0 ART PSF PSF PSF TRACK SUPPLEMENT CHART 5,00/-52.00 PSF FOR DDOR 111DTHS. ; tCEO 'TEXAS WALL 'LE' TO 'CONTINUOUS 1 ANGLE'. ADDED ISTRATE MOUNTING 'AR, CHANCED 70 'N11D ANCHORS ' 4/2/07 CHANGED FORMAT. QED MODELS 9500 1 8024 W7H OVERLAY TRACK CUP )ATLU SPLICE k CLIP IEDULES. 9/00/07 UPDATE MOUNTING JUL DRAVANGS. '10/05/07 EXPANDED 1-1/2• To /a. DOOR THICKNESS 1T UP TO 1}' HIGH. 12!n/o6 UPDATED TITLE :K 6/2/10 UPDATED TITLE X. REMOVED CHART. 11/15/13 UPDATED TITLE "•e SHEET 1 OF 2 ADDISON DRIVE DRAVANG PART N0. . FLORIDA 32514 REV. XA T) 474-9890 307494 P12