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HomeMy WebLinkAboutProduct Approval (2) +' Fitorida Building Code Online Page 1 of 4 'Business Pro, til o. ' - ® Florida Departments BCIS Home I Log In I User Registration I Hot TopicsI Submit Surcharge I Stats @ Facts Publications I FBC Staff I SCIS Site Map I Links I Search I Businesa Professi realP'�"�`APPr°"a' USER:Public User Regulation Product Aooroval Menu>Product or Application Search>Aoolication Lis[>Application Detail FL# FL8248-1112 Application Type Revision Code Version Ad2014i7FILE Uopy Application StatusApproved 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 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 G 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.-EfL/Warnock Hersey Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P.Arneson,P.E. W 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.odf 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 F�o*rida Building Code Online Page 2 of 4 r 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 P4.1)df Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:No FL8248 R12 II WDJambSupplementPl6 s.Ddf 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.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 FL8248 R12 II 1102 327011 P4.pdf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.1)df Impact Resistant:No FL8248 R12 II WDJambSuyolementP16 s.Ddf 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.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 for use in HVHZ:No FL8248 R12 II 1103 327012 P4.odf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.Ddf Impact Resistant:No FL8248 R12 II WD]ambSupl)lementP16 s.Ddf 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.Ddf 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.odf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.1)df Impact Resistant:Yes FL8248 R12 II WDJambSupplementP16 s.pdf 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.Ddf 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 Supplement Chart P10.odf Impact Resistant:No FL6248 R12 II WDJambSuoolementP16 s.Ddf 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.Ddf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy... 8/14/2015 /I 1�&ida Building Code Online Page 3 of 4 P 8248,6 0#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 11.1122 3 016 P4j)df Approved for use outside HVHZ:Yes FL8248 R12 11.Track Supplement Chart P10.pdf Impact Resistant:No FL8248 R12 11 WDJambSuoplementPi6 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 032315gi.pdf Created by Independent Third Party:No 824 F1r6jW;R�jNax7_:height, Glazing available in top or section. lljj�cjja�e on, jjseci: Limitsge -tructi6i Insta laitiio—n instructions Approved r use in HVHZ:No. F..6132_48­1112 11 1123 327017 P4.pdf Uaft-241-,LgaTrack 5ul)plement s — I hart P10.pdf Im a Resists- :Yes FL � 8 , IN. s.pdf Design Pressure- 0; /33.50 -- re y: ark A.Sawicki FLORIDA PE 72613 Other: ""Greted-by,-Iridggpderit Third Party: No RN Reports— FL8248 R12AE8000 FBC eval 032315s.r)d Created by Independent Third Party: No 8248.8 r8OOO/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 11 1124 327018 P4.r)df Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL8248 R1211 WDjambSuPPIementP16 s.nd 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,l)d Created by Independent Third Party: No 8248.9 8000/8100#1125 16'Max width. 14'Max height.Glazing available in top or I intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R12 11 1125 327019.P4.pd Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL8248 R12 II WDJambSu[)pIementP16 s.od Design Pressure:+46.001-52.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party:No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s.r)df Created by Independent Third Party: No 8248.10 8000/8100#1141 18'Max width. 14'Max height.Glazing available in top or I Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ-No FL8248 R12 11 1141327021 P4.r)df Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant:No FL8248 R12 II WDJambSupPlementP16 s.t)d 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.pd Created by Independent Third Party: No 8248.11 1#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 11 1142 327022 P4.cid Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.odf Impact Resistant:Yes FL8248 R12 H WD]ambSupolementP16 s.pd 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 6000 FBC eval 032315s.r)d Created by Independent Third Party: No 8248.12 8000/8100#1143 18'Max width.8'Max height.Glazing available in top or I intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R12 11 1143 327023 P4.1)d Approved for use outside HVHZ:Yes FL8248 R12 11 312957 P6 8000-8024-8100-8124 Post.r)d Impact Resistant:Yes FL8248 R12 II WDJambSuppIementP16 s.pd htq)s://www.floridabuilding.org/pr/pr app dtl.asl)x?t)aram=WGF-VXOwtT)n,iirnphR('thvl?xr Q11 A JI)AI C ibrida 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.pdf 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.pdf Approved for use outside HVHZ:Yes FL8248 R12 II 312957 P6 8000-8024-8100-8124 Post.Ddf Impact Resistant:Yes FL8248 R12 II WDJambSuoplementP16 s.pdf 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 WDJambSupplementPl6 s.Ddf 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.pdf 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.Ddf Approved for use outside HVHZ:Yes FL8248 R12 II Track Supplement Chart P10.Ddf Impact Resistant:No FL8248 R12 II WD]ambSupplementPl6 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 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 P10.1)df Impact Resistant:No FL8248 R12 II WDJambSuoolementPl6 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 Baric 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 click here. Product Approval Accepts: 0 IF-M-61 _2 M securih•vrnucv https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy... 8/14/2015 e 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 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 `N�� �, $(+A / 600 13 17 20 �� , rt * 620 13 16- 20 `\ �;'v 640 13 16 19 51737 660 12 15 19 NO. 660 12 15 18 * * Qr 700 11 14 17 �0 STATE OF �V/ 720 11 14 17 % �' P ' . �1 740 11 14 16 ���� •�cOR%9% \\ 760 11 1 13 1 16 13 16 OA-, 740 e/0 e/NA;k\` 780 10 ` rrrii 800 10 1 13 115 1.BASED ON 3/8"0 A307 HEADED OR HOOKED(1.69"MIN.HOOK LENGTH)ANCHOR BOLTS WITH A2"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=1 Eft 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 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 SCHEDULE 1 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 LB NOTE3 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 80� 2, 20 _ . 1.7 320 22 340 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 9 560 13 10 8 580 12 9 8 \\\ �" SCA /V/ 600 12 9 8 \\�\���. \G16N8 j-.;� ��/ 620 11 9 8 • 640 11 9 7 NO.51737 660 11 8 7 * i 680 10 8 7 * Of 700 10 8 7 STATE • tV 720 10 8 s �0,�;• Fl IOP,•'\Z\� 740 9 7 6 /// �►S OR...�p\\. 780 9 7 6 V///,S�ONA-�\\X\ 111110 800 1 9 7 1 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 16ft/2=2401b/ft 4.CHART IS BASED ON 8'-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 1318.2.1. 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 i- L � J t These Tables Are For GARAGE DOORS IN One and Two Fam lM ®�eala�c�� Garage Doors Installed In Buildings with a Mean Roof Height of 30' or Less Located in Exposures B,C or D Table R301.2(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] ❑160 EXPOSURE B 9'x 7' Door =+ 26.7 -30.2 F11 60 EXPOSURE B 16'x 7' Door = + 25.6 -28.5 ❑160 EXPOSURE C 9'x 7' Door = + 32.4 -36.6 (1 story and max 15' ❑160 EXPOSURE C 16'X 7' Door = + 31.0 -34.5 mean roof height) ❑160 EXPOSURE C 9'x 7' Door = +37.4 -42.3 (2 story and max 30' ❑160 EXPOSURE C 16'X 7' Door =+ 35.9 -39.9 mean roof height) ❑160 EXPOSURE D 9' x 7' Door=+39.3 -44.4 (1 story and max 15' ❑160 EXPOSURE D 16'x 7' Door= + 37.7 -41.2 mean roof height) ❑160 EXPOSURE D 9' x 7' Door= +44.3 -50.2 (2 story and max 30' ❑160 EXPOSURE D 16' x 7' Door= +42.5 -47.4 mean roof height) 15 - o =+ 2 -7-7-77-77-1- 2.8 -25.8 y16' ❑150 EXPOSURE C 9'x 7' Door=+ 27.6 -31.3 (1 story and max 15' ❑150 EXPOSURE C 16'x 7' Door=+26.4 -29.5 mean roof height 0150 EXPOSURE C 9' x 7' Door= + 32.0 -36.2 (2 story and max 30' Ell 50 EXPOSURE C 16'x 7' Door= + 30.6 -34.1 mean roof height) 0150 EXPOSURE D 9'x 7' Door = + 33.6 -38.0 (1 story and max 15' ❑150 EXPOSURE D 16'x 7' Door =+ 32.1 -35.8 mean roof height) ❑150 EXPOSURE D 9'x 7' Door = +37.9 -42.9 (2 story and max 30' 0150 EXPOSURE D 16' x 7' Door = + 36.2 -40.4 mean roof height) Notes: © Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product approvals available at the time of inspection_ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must be impact resistant or shuttered) NOTES, DOOR I REVISIONS 1. IMPACT RESISTANT GLAZING OPTION—IMPACT 13 GA HORIZ ANGLE 20 CA CENTER STILE P1 MODIFIED NOTES TO RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN A STATE THAT LOUVERS TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT 16 GA END STILE SHEET 2 ARE NOT IMPACT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' 13 GA FLAG ANGLE RESISTANT. POLYCARBONATE.MAXIMUM GLAZING DIMENSIONS GRT 6/29/07 SHALL BE 11'x 17" CUTOUT,FASTENED WITH 88 X 1" SMS: 3X ALONG THE HORIZONTAL AND 2X ALONG 16 CA MIN HORIZxy P2 MODIFIED JAMB THE VERTICAL SEE DETAIL E ON SHEET 2 FOR TRACK c7 .� BRACKET SCHEDULE ASSEMBLY DETAILS. 'm' ALLOWING REPLACEMENT 5/16x1-5/8' m 'm OF QI WITH JB—US. 2.NON—IMPACT REISTANT GLAZING OPTION —.090' LAG SCREW(MIN 3 m m ADDED IMPACT MINIMUM SSB CLAZNG IN MOLDED FRAMES SCREWED AS SHOWN) ° RESISTANCE TO DOOR. TOGETHER WITH A MINIMUM OF(10) 8Bx1"SCREWS m ADDED MAX GLAZING INSTALLED IN TOP OR INTERMEDIATE SECTION(WIH (4) 1/4-20x9/16" 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 i p NO7E. AND A MAXIMUM LENGTH OF 16.94".GLAZING IS p GRT 11/10/07 NOT IMPACT RESISTANT AND DOES NOT MEET THE 18 GA MIN VERT REQUIREMENTS FOR WIND—BORNE DEBRIS REGIONS. TRACK C � P3 MODIFIED LOUVER 'QY OPTION. ADDED TEXAS 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM 1/4-204/16'TRACKB HEET m LICENSE NUMBER TO OF 6" O.C.MUST OVERLAP TOP AND BOTH ENDS OF BOLT AND 1/4-20 HEX m TTP TITLE BLOCK. ADDED PANELS MINIMUM 7/16" TO MEET NEGATIVE NUT AT EACH JB—US HEFT IMPACT RESISTANT PRESSURES. JAMB BRACKET LOCATION GLAZING. GRT 9/19/08 4.KEY LOCK, SLIDE LOCKS, OR OPERATOR p 16x1-5/8"LAG P4 UPDATED TITLE BLOCK REQUIRED. 5/164-5/8" AND IMPACT GLAZING SCREW AT EACH p I GRT 4/16/12 5.LOUVER OPTION —.040" MINIMUM LOUVERS IN JAMB BRACKET o MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF(10)88x1" SCREWS INSTALLED IN THE YD' BOTTOM SECTION. LOUVERS ARE NOT IMPACT m RESISTANT AND DO NOT MEET THE REQUIREMENTS I m WI 'm FOR NO—BORNE DEBRIS REGIONS. 15 GA STIFFENED ° JAMB BRACKETS m 6. SECTION STEEL TO HAVE A MINIMUM 26 GA SEE SCHELDULE FOR THICKNESS. QUANITY,LOCATION, AND TYPE ; p 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THEp PROFESSIONAL OF RECORD FOR THE BUILDING OR KEY LOOK OR SLIDE LOCK p STRUCTURE AND IN ACCORDANCE WITH CURRENT EACH END(NOT REQUIRE BUILDING CODES FOR THE LOADS LISTED ON THIS PATH OPERATOR — SEE DRAWING. NOTE 4). SLOE LOCK m 8.DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL SHOWN FOR CLARITY m ,m GRADE LUMBER. REFER TO JAMB CONNECTION EET 'm SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. NOTE: (4)SECTION SOLID DOOR SHOWN. SEE SHEET S. FOR LOW HEAD ROOM UFT CONDITIONS, TOP 2 FOR U—BAR LOCATIONS NOTEL 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) 1/4-140/8" 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 STRUCTURE NO.OF J LOCATION OF CENTERLINE OF JAMB DOOR NO. OF BRACKETS TRACK BRACKETS MEASURED FROM BOTTOM DOOR DOOR UNIFORM LOAD EACH JAMB(PLF) HEIGHT SECTIONS(EACH JAMB) TYPE OF TRACK (ALL DIMENSIONS t 2') WIDTH HQGHT g•_g^ q g QI JB—US, 14 QI, 23-1 2 (JB—US). 34' JB—US, 44 01, 58 JB—US 10'-0" ALL +150.0/-167.5 8'-6" 4 6 FAT (JB—US, 10" JB—US), 21-3 4 (J8—US).39 JB—US), 48 JB—US, 57-1/4 (JB—US) 12'-0" ALL +180.0/-201.0 7'-0' 4 6 01 " (J8—US,14"(01), 5-1/2- (JB—US, 34'(JB—US,44"(QI), 63-1/4- JB—US 14'—O" ALL +210.0/-234.5 7'-0" 4 6 FAT " (JB—US),10"(JB—US), 25-3/4"(JB—US),36"(JB—US),52-1/2"(JB—US), 63-1/4" (JB—US) 15-0" ALL +225.0%251.3 7'-6' 5 8 QI JB—US,14 QI, 24-1/2"(JB—US). 32-1/2' (JB—US). 43 QI, 49 JB—US, 62-7 2 QI), 72 JB—US 16—0' ALL +240.0%268.0 7'-6" 5 8 FAT JB—US, 10 JS—US),22-3/4- JB—US, 38 (JB—US). 45 ,JB—US 54-1/4 (JB—US). 63 (JO—US). 74-1/2' JB—US B'-0' 5 6 QI " JB—US), 14" QI), 23' JB—US), 34•'(JB—US), 46"(01), 58" (JB—US), 66-1/2"(OI, 75-1/2"(JB—US) 8—0". 5 8 FAT JB—US, 10 JB—US),25-3 4' JB—US. 39" JB—US, 48" JB—US, 57-1 2 JB—US, 66 JB—US, 75-1 8'-0 1 ISEE NOTE BELOW NOTE, (JB—US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK SOLT 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 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS. ° C .RESSCIR A=T1 GS APPROVED SIZES SCALE: N.T.S. SIZE: A ways® +3000' 3 .50 MAX WIDTH: 16'-0" DATE NAME ES SFj) ll ++45T00T/Z50*25 MAX HEIGHT: 14'-0" DRAWN 5/22/06 GRT NARK A.WY 121, UI Balton I SE'S/M: YES MAX SECTION HEIGHT:21" CHECKED 1/22/07 MRB 2501 5.STATE HWY 121,SUITE 200 LEW FL PE. 2 75087 MODELS 8000/8100 SHEET 1 OF 2 Fl PE 72611 Tx PE 100291 A DIVISION OF OVERHEAD DOOR CORF DRAWING PART N0. REV. I 3395 A, FLORIDADRIVE 327017 P4 PROFESSIONAL ENGINEER'S SEAL CONSTRUCTION ONLY FOR PENS(850) FLR32514 WINDLOAD SPECIFICATION OPTION CODE 1123 VERIFICATION OF 1NNOLOAO CONSTRUCTION DETAILS. 850 474-9690 13 CA ROLLER SLIDE ATTACHED TO REVISIONS BRACKET WITH 5/16-18 BOLT&NUT IN CENTER SLOT AND 1/4-20x9/16" P1 MODIFIED NOTES TO a1V1f1PEA NN/�'LM�7NlV5 STATE THAT LOUVERS TRACK BOLT&1/4-20 HEX NUT f 16, I ARE NOT IMPACT THROUGH ANY TWO ALIGNING HOLES RESISTANT. 13 GA COMMERCIAL'A'FRAME GRT 6/29/07 TOP BRACKET ATTACHED WITH 9,W L=Wff (4) 1/4-14x7/8" SELF r ? P2 MODIFIED JAMB DRILLING CRIMPTITE SCREWS / I (12) 3(818 GAnBO KSON RUS-BARS ALLOWING REPLACEMENT BRACKET SCHEDULE JSEC LOCATED AS SHOWN OF 01 WITH JB-US. ADDED IMPACT RESISTANCE TO DOOR. ADD(2) 1/4-140/8" DETAIL A I_ &15 - I DIMENSION MAX 7 GLAZING Z ES SELF DRILLING CRIMPTITE SCREWS ' ' (INSIDE OF EACH END HINGE) SHEET 1. ADDED TRACK (7) SECTION DOORS.WITH TO FLAG CONNECTION (11)3" 18 GA 80 KSI U-BARS NOTE, 2' NYLON STORMGARD ROLLER LOCATED AS SHOWN GRT 11/10/07 WITH 4-1/2'STEM AND 7/16"PUSHNUT AT EACH P3 MODIFIED LOUVER ROLLER LOCATION. 1/4"MAX OPTION. ADDED TEXAS BETWEEN PUSHNUT AND LICENSE NUMBER TO BRACKET OR HINGE I_ 12. _ I TITLE BLOCK. ADDED IMPACT RESISTANT (6)SECTION DOORS WI GLAZING. 14 GA WIDE BODY END (9)3" 18 CA 8I KSI U-BARS GRT 9/19/08 HINGE ATTACHED WITH l LOCATED AS SHOWN (4) 1/4-14x5/8° SELFEll El P4 UPDATED TITLE BLOCK TAPPING SCREWS 11FSAIL R AND IMPACT GLAZING GRT 4/16/12 f 10' I (5)SECTION DOORS WITH c r (B) 3" 18 GA 80 KSI U-BARS {LIM m El El LOCATED AS SHOWN 18 CA NARROW BODY '� INTERMEDIATE HINGE ' ATTACHED WITH (4) 1/4-144/8" SELF TAPPING SCREWS (4) SECTION DOORS WITH DETAIL C (6)3" 18 GA 80 KSI U-BARS LOCATED AS SHOWN 14 GA BOTTOM BRACKET _ - ATTACHED WITH (2) /" INTERIOR FRAME 1/4-140/8"SELF DRILLNG CRIMPTITE SCREWS THROUGH STRUT AND BOTTOM BRACKET / SHEETMETAL SCREW AND(1) 1/4-14x5/8" SELF DRILLING TAMPER RESISTANT SCREW DDDDD DDDDDD \ I I DETAIL D EXTERIOR FRAME \ 1/4'POLYCARBCNATE DETAIL E ATTACH U-BAR WITH (2) 1/4-147/8"SELF DRILLING CRIMPTITE SCREWS AT EACH STILE LOCATION,TYP. Ll STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A ways® DESIG _ X33.50 -WX WIDTH: 16'-0" DATE I NAME D�tOn T (P',SFn *�}TOOTf04F2MAX HEIGHT: 14'-0" DRAWN 5/22/06 GRT A>TEI (1YEs! B}�ES� MAX SECTION HEIGHT:21" CHECKED 1/22/07 MRB NARK A.SAWiCKI,PE � IMPAC C'YCE}GTR�--' �—�.N 2501 5.STATE HWY 121.SUITE 200 `E""FI PE 72613 067 MODELS 8000/8100 SHEET 2 OF 2 TX PE 106291 A DIVISION OF OVERHEAD DOOR CORP DRAW NG PART N0. REV. 3.395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1123 VERIFlCAPON OF WINDLOAD CONSTRUCTION DETAILS. 850 474-9890 327017 P4