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Home My WebLink AboutProduct Approval rida Building Code Online Page 1 of 4 Business &Professi nall Re 01 Florida Department! BOS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats B Facts I Publications I FBC Staff I 13M Site Map I Links i Search i Busines Professi �)I a-SEProR:pub iAp�roval Regulation Product Approval Menu>Product or ADplication Search>Application List>Application Detail FL# FL8248-1112 Application Type Revision Code Version 014FILE COPY Application Status WMPpproved / //^�� Comments ! V� 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 Mark--Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Mark A.Sawicki the Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA Inc.-ETUWarnock Hersey Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P.Arneson,P.E. G Validation Checklist-Hardcopy Received Certificate of Independence FL8248 R12 COI COI Cert of Ind Scates 2014 WD s.odf FL8248 R12 COI Mark Sawicki Ind cert.odf FL8248 R12 COI Validator Cert of Ind Wayne Dalton.Ddf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA-108 2002 ANSI/DASMA-115 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy... 8/14/2015 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 Summary 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 FL8248 R12 II Track Supplement Chart P10.odf Impact Resistant:No FL8248 R12 II WDJambSuoolementPl6 s.pdf Design Pressure:+22.90/-26.30 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.i)df 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 FL8248 R12 II 1102 327011 P4.odf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.odf Impact Resistant:No FL8248 R12 II WDJambSuoolementPl6 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 FL8248 R12 II 1103 327012 P4.odf Approved for use outside HVHZ:Yes FL8248 R12 II Track Suoolement Chart P10.Pdf Impact Resistant:No FL8248 R12 II WDJambSuoolementPl6 s.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 FL8248 R12 AE 8000 FBC eval 032315s.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. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R12 II 1104 327013 P4.1)df Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.odf Impact Resistant:Yes FL8248 R12 II WDJambSuoolementP16 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 032315s.pdf 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 FL8248 R12 II 1121 327015 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Suoolement Chart P10.odf Impact Resistant:No FL8248 R12 II WD3ambSuoolementPl6 s.ndf 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 FL8248 R12 AE 8000 FBC eval 032315s.odf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy... 8/14/2015 R5rida Building Code Online Page 3 of 4 8248.6 8000/8100#1122 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 R12 II 1122 327016 P4.pdf Approved for use outside H1{HZ:Yes FL8248 R12 II Track Supplement Chart 1310.1)df Impact Resistant:No FL8248 R12 II WDJambSuvolementP16 s.pdf Design Pressure:+23.00/-25.00 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 FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 824 . 800ff/$TOOT+123 ax wrEh—T4`Max heigh .Glazing available in top or 01 intermediate sectio . Limits of Installation structions A p oved for use in HVHZ:No. FL8248 R12 II 1123 327017 P4.pdf p roe .o- se to VIM : es F.L8Z�1$1t ZIrIhTrack Supplement Chart P10.pdf Impact Resistant: e _ _ FL8248 RD]ambSupplementPl6 s.pdf Design Pressure: 0: 33.50: _-- Verified By:MarWA.Sawicki FLORIDA PE 72613 Other: ��j�yf� k-Z ated bey Ind endent Third Party: No Evaluation RepoT=-- _ FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.8 8000/8100#1124 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 R12 II 1124 327018 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.1)df Impact Resistant:Yes FL8248 R12 II WDJambSuop1ementP16 s.odf Design Pressure:+34.40/-38.30 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.9 8000/8100#1125 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 R12 II 1125 327019 P4.1)df Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.1)df Impact Resistant:Yes FL8248 R12 II WDJambSuoplementPl6 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 032315s.pdf Created by Independent Third Party: No 8248.10 8000/8100#1141 18'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 1141 327021 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:No FL8248 R12 II WDJambSupplementPl6 s.odf Design Pressure:+18.50/-20.70 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 8248.11 8000/8100#1142 18'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 1142 327022 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.odf Impact Resistant:Yes FL8248 R12 II WDJambSupo1ementP16 s.pdf Design Pressure:+34.40/-38.30 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.pdf Created by Independent Third Party: No 8248.12 8000/8100#1143 18'Max width.8'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R12 II 1143 327023 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II 312957 P6 8000-8024-8100-8124 Post.odf Impact Resistant:Yes FL8248 R12 II WD]ambSupplementPl6 s.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy... 8/14/2015 *brida Building Code Online Page 4 of 4 Design Pressure:+34.40/-38.30 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.Ddf Created by Independent Third Party: No 8248.13 8000/8100#1144 18'Max width.8'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R12 II 1144 327024 P4.Ddf Approved for use outside HVHZ:Yes FL8248 R12 II 312957 P6 8000-8024-8100-8124 Post.Ddf Impact Resistant:Yes FL8248 R12 II WDJambSupplementP16 s.Ddf 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 032315s.pdf Created by Independent Third Party: No 8248.14 8000/8100/8200#1100 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 1100 329468 P4.Ddf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:No FL8248 R12 II WDJambSupplementP16 s.pdf Design Pressure:+15.90/-18.20 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.Ddf Created by Independent Third Party: No 8248.15 8000/8100/8200#1120 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 R12 II 1120 327014 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.1)df Impact Resistant:No FL8248 R12 II WDJambSuDDlementP16 s.Ddf Design Pressure:+12.40/-13.80 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.pdf Created by Independent Third Party: No 8248.16 8000/8100/8200#1140 18'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 1140 327020 P4.odf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:No FL8248 R12 II WDJambSupplementP16 s.pdf Design Pressure:+12.40/-13.80 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.pdf Created by Independent Third Party: No Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 traditional mail.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 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.To determine if you are a licensee under Chapter 455,F.S.,please dirk here. Product Approval Accepts: ®® cLhxk sccuritysrr:ntres https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj meb 8 GbxRy... 8/14/2015 : '" c • SCHEDULE 3 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/ NOTES 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 �241111111111111111110 244 - �_— - — — 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 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 23 560 14 18 22 ` ' 580 14 18 21 �� , $ A 600 13 17 20 \� �►� `w 1 \ O . �GENSF•.S` 620 13 16 20 640 13 16 19 No.51737 660 12 15 19 680 12 15 18 700 11 14 17 -0 STATE OF �/V Iwo 720 11 14 17 0! 0-0 Q` :t1 740 11 14 16 ;el" �`,�COR�Q.•'�j� �\ 7760 11 13 16 80 10 13 16 // 800 10 1 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 16fV2=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 3. 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 P16 SCHEDULEI 5/16"DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB(LBIMNOTE3 GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 100 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 22 240 24 24 20 260 24 22 19 8® 24�� 20 1.7. IONK274MM19f . ._ ..- 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 `1111ffll//' 560 13 10 8 580 12 9 8 \\\\\��`� E" 8 Q 4 600 12 9 8 `\� 'Q,��cNaF`•,�4 // 620 11 9 8 ; • 640 11 9 7 No.51737 660 11 8 7 t i 680 10 8 7 70010 8 7 �O� STATE OF /•�ly\ 720 10 s 6 i p •• t• %Z 740 s 7 s /j .c` •`! .... 760 9 7 6 ,/,/;//1S ONA�1�\x I1 1 800 9 7 6 1.BASED ON 5/16"DIAMETER LAG SCREWS WITH 1-1/2"O.D.WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2.PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)LAG SCREWS PER JAMB. LAG SCREWS 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 16ft12=240lb/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x4 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 3. 7.MINIMUM EDGE DISTANCE SHALL BE 1/2",MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE-DRILLED TO PREVENT SPLITTING. 8.LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.2.1. Digitally signed by John E.Scates, P.E. Approved Date:2015.02.20 09:56:33-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 " ^ ' These Tables Are For GARAGE DOORS IN Garage Doors Installed |nBuildings with o Mean Roof Height mf3O' urLess Located inExposures B.CurD Table R301.2(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE JPSFI 160 EXPOSURE B 9'x7' Door =+20'7 -30.2 F-116QEXPOSURE 816/ x7' Door =+25.0 '38.5 M160EXPOSUREO 9'x7' Door = + 32.4 -36.G(1 story and max 15' 0160 EXPOSURE C1O'X7' Door + 31.0 -34.5 mean roof height) �180E}(PDGURE C Q'x7' Door = +37.4 -42.3 (2 story and max 30' E]160 EXPOSURE 18'}{7' Door + 36.8 -39.9 moon roof height) 180 EXPOSURE 9' x 7' Qoor=+39'3 -44,4 (1 story and rnox 15' [-]180 EXPOSURE D 16'x 7' Dour= + 37.7 -41.2 mean roof height) 160EXPOSURE D Q' x7 Door=+44.3 -50.2 (2 story and max 30' F1180 EXPOSURE O 16' x 7' Ooor=+42.5 -47'4 moon roof ke|Q height) 8 ' 150EXPDSURE C Q'x7' Ooor=*27'G -31'3 (1 story and max 15' �715O EXPOSURE(� 18'�7' Door +2�,4 -�Q 5 mean roof height �.� . �� . ` 150EKPOSUREC 6fx7^ Domr=+ 32.0 -36.2 (2story and max 30' F1150 EXPOSURE 16':7' Door= +30'6 -34.1 mean roof height) MI 5O EXPOSURE D 9'x 7' Door =+ 33.8 -3O.O (1 story and max 15' FJ150 EXPOSURE D 16'x 7' Door =+ 32.1 -35'8 mean roof height) 150 EXPOSURE D S'n7' Door ~ +37.9 -42.9 (2 story and max 30' F1150 EXPOSURE D 16'x 7' Door =+ 36.2 -40.4 mean roof height) Notes: 0 Secure existing bucks per the Product Approval orDesign Professional Instructions prior toinstalling the door. Have product approvals available adthe time ofinspection. " Glazing inGarage doors must comply with R3O1.2.1.2 (Glazing must baimpact resistant orshuttered) NOT DDOR REVISIONS 1. IMPACT RESISTANT GLAZING OPTION—IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN 13 CA HORIZ ANGLE A 20 GA CENTER STILE P7 MODIFIED NOTES TO STATE VERS TOP OR INTERMEDIATE SECTION(WITH OR WITHOUT 16 GA END STILE SHAT ARE NOT IMPACT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" 13 GA FLAG ANGLE RESISTANT. POLYCARBONATE MAXIMUM GLAZING DIMENSIONS CRT 6/29/07 SHALL BE 11' x 17" CUTOUT, FASTENED WITH d8 X 1"SMS: 3X ALONG THE HORIZONTAL AND 2X ALONG 16 CA MIN HORIZP2 MODIFIED JAMB THE VERTICAL SEE DETAIL E ON SHEET 2 FOR TRACK 7 BRACKET SCHEDULE ASSEMBLY DETAILS. 5/16x1-5/8' - .m ALLOWING REPLACEMENT �m OF 01 WITH JB—US. 2.NON—IMPACT REISTANT GLAZING OPTION —.090LAG SCREW(MIN 3 m m' ADDED IMPACT MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED AS SHOWN) RESISTANCE TO DOOR. TOGETHER WITH A MINIMUM OF(10) #Bx1"SCREWS m ADDED MAX GLAZING INSTALLED IN TOP OR INTERMEDIATE SECTION(WITH (4) 144-204/16'LARGE DIMENSION TO NOTES OR WITHOUT DECORATIVE INSERTS)MEETS UNIFORM E D TRACK BOLTS OR p SHEET 1. ADDED TRACK STATIC WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 STUDS WITH TO FLAG CONNECTION GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 10.69" 1/4-20 HEX NUTS 1 NOTE. AND A MAXIMUM LENGTH OF 16.94". GLAZING IS p GRT 11/10/07 NOT IMPACT RESISTANT AND DOES NOT MEET THE 16 GA MIN VERT C OT P3 MODIFIED LOUVER REQUIREMENTS FOR WIND—BORNE DEBRIS REGIONS. TRACK 'm' OPTION. ADDED TEXAS 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM 1/4-204/16" TRACK BHEET m LICENSE NUMBER TO OF 6" O.C.MUST OVERLAP TOP AND BOTH ENDS OF BOLT AND 1/4-20 HEX m TY'P TITLE BLOCK. ADDED PANELS MINIMUM 7/16"TO MEET NEGATIVE NUT AT EACH JB—US HEET IMPACT RESISTANT PRESSURES. JAMB BRACKET LOCATION GLAZING. GRT 9/19/08 4.KEY LOCK, SLIDE LOCKS, OR OPERATOR p REQUIRED. 5/16x1-5/8"LAG P4 UPDATED TITLE BLOCK SCREW AT EACH p I AND IMPACT GLAZING 5. LOUVER OPTION — .040" MINIMUM LOUVERS IN JAMB BRACKET p GRT 4/16/12 MOLDED FRAMES SCREWED TOGETHER WITH A 'm MINIMUM OF(10)#Bx1" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT 0 RESISTANT AND 00 NOT MEET THE REQUIREMENTS 15 CA STIFFENED I m m FOR WIND-BORNE DEBRIS REGIONS. JAMB BRACKETS ,m 6. SECTION STEEL TO HAVE A MINIMUM 26 GA SEE SCHELDULE FOR THICKNESS. QUANITY,LOCATION, AND TYPE i p 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR KEY LOCK OR SLIDE LOCK-// p .m. STRUCTURE AND IN ACCORDANCE WITH CURRENT EACH END(NOT REQUIRED BUILDING CODES FOR THE LOADS LISTED ON THIS WITH OPERATOR- SEE m DRAWING. NOTE 4). SUDS LOCK D m 8.DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL SHOWN FOR CLARITY om EET GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. NOTE: (4)SECTION SOLID DOOR SHOWN. SEE SHEET S.FOR LOW HEAD ROOM LIFT CONDITIONS, TOP 2 FOR U-BAR LOCATIONS NOTE: 16'DOOR SHOWN. SEE BRACKET SHALL BE A 13 GA LHR 7/4 TOP ON DOORS WITH OTHER SHEET 2 FOR HINGE AND STILE BRACKET WITH A MINIMUM OF(3) 1/4-147/8" SECTION QUANTITIES AND LOCATIONS ON OTHER SIZE DOORS. SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE SEE NOTES 1 AND 2 THIS BRACKET SHOWN ON THIS DRAWING.U-BAR ON TOP SHEET FOR GLAZING SECTION SHALL BE INSTALLED ON TOP OF LHR TOP OPTIONS, BRACKETS. SUPERIMPOSED DESIGN PRESSURE JAMB BRACKET SCHEDULE LOADS ON SUPPORTING STRUCTURENO. OF J LOCATION OF CENfMNE OF JAMB DOOR NO. OF BRACKETS TRACK BRACKETS MEASURED FROM BOTTOM DOOR DOOR HEIGHT SECTIONS(EACH JAMB) TYPE OF TRACK(ALL DIMENSIONS t 2") WIDTH HEIGHT UNIFORM LOAD EACH JAMB (PLF) 8'-8" 4 8 OI (JB—US). 14 DI, 23-1/2' (dB—US). 34 (JB—US). 44 01, 58 JB—US 10'—O" ALL +150.0/-187.5 8'-6" 4 6 FAT JB—US, 10 JB—US). 21-3/4- JB—US, 39 (JB—US), 48 (JB—US).57-1/4' JB—US 12'-0" ALL +180.0/-201.0 7'-0" 4 6 QI "(JB—US). 14"(01). 25-1/2' (JO—US). 34'(JB—US),44"(01),63-1 4" (JB—US 14'-0" ALL +210.0/-234.5 7'-0' 4 6 FAT (JB—US),10"(JB—US), 25-3/4"(JB—US),38"(JB—US), 52-1/2'(JB—US), 63-1/4" (JB—US) 15-0" ALL +225.0/-251.3 7'-6" 5 8 01 JB—US, 14 01, 24-1 2 JB—US, 32-1 2 (JB—US). 43 QI, 49 JB—US, 62-1/2' QI, 72 JB—US 16—0' ALL 4240.0/-268.0 j 7'-8" 5 B FAT JB—US,10 (JB—US),22-3/4"(JO—US). 36 (JB—US), 45 (JO—US). 54-1/e(JB—US). 63 JB—US,74-1 2 JB—US B'-0' 5 8 01 " JB—US, 14"(DI), 23'(JB—US). 34"(JB—US), 46" 0). 58'(JB—US, 66-1/2" 01), 75-1/2"(JB—US) 8-0-1 5 1 B I FAT (JB—US), 10 JB—US). 25-3/4-(JB—US). 39 (JB—US), 4B"(JB—US). 57-1/2 (JB—US), 68 (JB—US). 75-1 2' JB—US W-01 I I ISEE NOTE BELOW NOTE, (JB—US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-200/16"TRACK BOLT AND NUT. (01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK, ALL DOORS GREATER THAN B'IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS. 1' LSSUR -Ai1 GS APPROVED SIZES SCALE: N.T.S. SIZE: A Wayne® S & : 30.00/AnZd.50 MAX WIDTH: 16'-0" DATE NAME TcT )�+¢5�00%y'Sf`25 MAX HEIGHT: 14'-0" DRAWN 1 5/22/06 1 GRT MARK A.SAWICKI.PEpalton 1 /CYC`Lt [7(�E57170�: YES MAX SECTION HEIGHT:21" CHECKED 1/22/07 MRO 2501 S.STATE HWY 121,SUITE 200 A LEWISVILLE,TX 75067 SHEET 1 OF 2 FL PE 72615 MODELS 8000/8100 TX PE 106291 A DIVISION OF OVERHEAD DOOR COR DRAWING PART N0. REV. I 3395 A. FLORIDADRIVE 327017 P4 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLR32514 WINDLOAD SPECIFICATION OPTION CODE 1123 VERIFICATION OF WINOLOAO CONSTRUCTION DETAILS. 850 474-9890 13 CA ROLLER SLIDE ATTACHED TO REVISIONS BRACKET WITH 5/16-18 BOLT&NUT P1 MODIFIED NOTES TO IN CENTER SLOT AND 1/4-204/16" ZmWDP_SmEhMQs%mrFANAElWJVQVS STATE THAT LOUVERS TRACK BOLT&1/4-20 HEX NUT I I ARE NOT IMPACT THROUGH ANY TWO ALIGNING HOLES f 16° RESISTANT. 13 GA COMMERCIAL'A'FRAMEGRT 6/29/07 TOP BRACKET ATTACHED WITH , (4) 1/4-14x7/8" SELF P2 MODIFIED JAMB BRACKET SCHEDULE DRILLING CRIMPTITE SCREWS / (12) 3-(8) 818 CAn80 SI UU---BAS ALLOWING REPLACEMENT LOCATED AS SHOWWITN OF 01 WITH JB-US. ADDED IMPACT RESISTANCE TO DOOR. ADD(2)1/4-140/8' _ I ADDED MAX GLAZING SELF DRIWNC CRIMPTITE SCREWS DETAIL A f 14'&15' DIMENSION TO NOTES (INSIDE OF EACH END HINGE) SHEET 1. ADDED TRACK 1 (7)SECTION DOORS WITH TO FLAC CONNECTION 2" NYLON STORMGARD ROLLER (11)3' 18 GA 80 KSI U-BARS NOTE. WITH 4-1/2' STEM AND LOCATED AS SHOWN GRT 11/10/07 7/16'PUSHNUT AT EACH P3 MODIFIED LOUVER ROLLER LOCATION. 1/4"MAX OPTION. ADDED TEXAS BETWEEN PUSHNUT AND LICENSE NUMBER TO OCK. ADDED BRACKET OR HINGE 12' - I MPACTTITLE LRESIS ANT (6)SECTION DOORS WI GLAZING. 14 GA WIDE BODY END 1 1 (9)3" 18 CA 80 KSI U-BARS GRT 9/19/08 HINGE ATTACHED WITH I I LOCATED AS SHOWN (4) 1/4-1425/6° SELF 1 �' '�°� P4 UPDATED TITLE BLOCK TAPPING SCREWS DETAIL 9 AND IMPACT GLAZING GRT 4/16/12 f IO, I (5)SECTION DOORS WITH ='Cl El � (6) 3" 18 CA 80 LOCATED SAS SHOWN 18 CA NARROW BODY El El Q 1 INTERMEDIATE HINGE ATTACHED WITH (4) 1/4-14x5/8°SELF TAPPING SCREWS (4)SECTION DOORS WITH (6) 3" 18 GA 80 KSI U-BARS DETAIL C LOCATED AS SHOWN 14 GA BOTTOM BRACKET _ ATTACHED WITH (2) INTERIOR FRAME 1/4-14x7/8"SELF DRILLING CRIMPTITE SCREWS THROUGH STRUT AND BOTTOM BRACKET ' AND(1)1/4-14x5/8" SELF / SHEETMETAL SCREW DRILLING TAMPER RESISTANT SCREWI , lIEIBIL_II EXTERIOR FRAME \ 1/4'POLYCARBONATE DETAIL E ATTACH U-BAR WITH (2) 1/4-14x7/8°SELF DRILLING CRIMPTITE SCREWS AT EACH STILE LOCATION, TYP. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A Wayne® DESIG )1TS . 3J.50 -!MAX WIDTH: 16'-0" DATE NAME T (P +40�/y50T25 "AX HEIGHT: 14'-0" DRAWN 1 5/22/06 CRT NARK A. W YV121, UI omton IMPAG 2YCL 2501 S.STATE SA 12L SUITE ZOO (�YES�/t�16)-'SES MAX SECTION HEIGHT:21" CHECKED 1/22/07 MRB -� STATE FL LPE 813087 MODELS 8000/8100 SHEET 2 of 2 T%PE 106291 DIVISION OF OVERHEAD DOOR CORPJDRAWING PART NO. REV. 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDE°ONLY FOR PENSACOLA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1123 Z VERIFICATION OF WINOLOAO CONSTRUCTION DETAILS. 650 474-9890 22701 7 P4