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HomeMy WebLinkAboutSUBMITTED PAPERS2-61,& Permit Number:�� -� St. Lucie County Building & Zoning Department 2300 Virginia Avenue SCANNED Fort Pierce, FL 34982 BY 772-462-1553 St. Lucie County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 1. LOCATION/SITE ADDRESS: _,` (�U7 A h P e bz� -7 2. PARCEL ID NUMBER: /33a 7 / — 701 OoV 3 03 0 — 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: cIG o►�,r��_(�C�[7� 4. TYPE OF STRUCTURE: SFR '� MOBILE HOME OTHER 5. OWNERS INFORMATION �aV,,, `4_ M-&-c-&-e✓- CONTRACTOR'S INFORMATION Name: Lena..T. � /JO e�C1 Cr U ` t(CrFL Reg/Cert #: Address: �5�� LCc.�LA)da cr County Cert#: City: P Q Ac e State: F-L Business Name: / r 2yy16 7i4- Zip: C%S% Phone: -% 7 Z - 9679 - 0 2-9,6 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 140 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size lox p a ii) C- Size 7. VALUE OF CONSTRUCTION: $ ?0? �poJ FEES DUE: '9I ' 6 v RECEIPT: 2-so OWNER'S AFFIDAVIT: I certify that all of the information contained in is application is correct and that all work will be done in compliance with all applicable laws regulating c struction and zoning. c rn clAn PRINT QUALIFIERS/OWNERS NAME OF R/ STATE OF FLORIDA, COUNTY OF f L do do- IN 6 I?V\ ��� ACKNOWLEDGED BEFORE ME THIS DAY OF 20�, BY O IS PE ONALLY OWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. yy "� M�YQa �EP SC o% SIGNATU OF NOT Y TYPE OR PRINT NAME ORNOT,ARY, TITLE: NOTARY PUBLIC COMMISSION NUMBER Florida Building Code Online _ Page 1 of 1 BCIS Home i Log In User Registration ' Hot Topic } Submit Surcharge Stats & Facts ` Publications ; FBC Staff BCIS Site Map Links search Talla.Product Approval ir 'USER: Public User Product Approval Menu > Product or Aoolication Search > Application List Criteria de Version 2007 FL# 9174 plication Type ALL Product Manufacturer ALL tegory ALL Subcategory ALL plication Status ALL Compliance Method ALL aiity Assurance Entity ALL Quality Assurance Entity Contract Expired ALL )duct Model, Number or NameALL Product Description ALL proved for use in HVHZ ALL Approved for use outside HVHZ ALL pact Resistant ALL Design Pressure ALL ier ALL ............................................................... Results - Applications FL# Type Manufacturer Validated By I Status FL9174-R6 Revision Wayne -Dalton, a division of Overhead Door Corporation Kurt Dietrich PE Approved HlstOrY Category: Exterior Doors (704) 875-8610 Subcategory: Sectional Exterior Door Assemblies *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POCand/or the Commission if necessary. ............................. ... .................................................................................................................................................. ........................................................... ................................................ -... -............................................................. ......_................. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I customer Service Survey I Contact Us Product Approval Accepts: Wa FwiAl RE SCCtt6'ItY.�t 7:, i :pit ^' tN MA http://floridabuilding.org/pr/pr_app_lst.aspx 12/15/2010 Florida Building Code Online _ Page 1 of 5 BCIS Home Log In User Registration ? Hot Topics ; Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search ;4"I Product Approval �s USER: Public User Product Approval Menu > Product or Application Search > AAnplication List > Application Detail FL # FL9174-R6 Application Type Revision Code Version 2007 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)475-6000 gtaylor@Wayne-Dalton.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 gtaylor@wayne-dalton.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who John E. Scates developed the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE -' Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R6 COI Cert Independence Scates s.pdf Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Year 2002 2005 http://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqufllfRfWxf6u7ojnI... 12/15/2010 Florida Building Code Online Page 2 of 5 0 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/01/2010 09/08/2010 09/13/2010 10/13/2010 ................................... ........... ... ..... Summary of Products FIL 11IModel, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0228 318958 P7.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: Yes Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eval Report.pdf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0229 318959 P8.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Evaluation Reports Is designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eva] Report.pdf door. Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0230 318960 P9.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: Yes Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eval Report.pdf Created by Independent Third Party: Yes 9174.4 =FHO / 6100 / 9100 #0231 ]Fl6EMax width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0231 318996 P5.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: Yes Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes debris region unless protected or unless structure Evaluation Reports ,borne is designed as partially enclosed or door Is a replacement FL9174 R6 AE 9174 Eva] Report.pdf door. Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0234 319022 P5.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: Yes Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eval Report.pdf Created by Independent Third Party: Yes http://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqufl 1 JRf Wxf6u7ojnI... 12/15/2010 Florida Building Code Online _ Page 3 of 5 9174.E 5120 / 6100 / 9100 #0235 Max la g 21". lG az ng av16' lable in top or ntermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0235 319023 P6.pdf Approved for use outside HVHZ: Yes FL9174 R6 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eval Report.pdf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0232 318999 P5.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Evaluation Reports Is designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eval Reo0lt.Ddf door. Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 ]Fl8F'Max width. 8'-9" Max height. Max section height 21". j Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0233 319000 P5.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes i borne debris region unless protected or unless structure Evaluation Reports is designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eva] Report.pdf door. Created by Independent Third Party: Yes 9174.9 —::�]Glazing 9100 #0236 5120 1-9 18' Max width. 8' Max height. Max section height 21". available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0236 319024 P6.pdf Approved for use outside HVHZ: Yes FL9174 R6 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Design Pressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eva] Reoort.pdf i Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions i i Approved for use in HVHZ: No FL9174 R6 II 0237 319025 P6.pdf Approved for use outside HVHZ: Yes FL9174 R6 II 319040 PI Post.pdf Impact Resistant: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: i Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eval Report.pdf Created by Independent Third Party: Yes i 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". #0600 Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0600 319026 P4.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Evaluation Reports is designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eval Report.pdf door. I Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" #0601 IGIazing available in top or intermediate section. Limits of Use Installation Instructions http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl l JRfWxf6u7ojnI... 12/15/2010 Florida Building Code Online Page 4 of 5 L Approved for use in HVHZ: No FL9174 R6 II 0601 319027 P4.odf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: Yes Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +41.00/-46.30 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eval Report.pdf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 #0602 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174 R6 II 0602 319028 P5.pdf FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes debris region unless protected or unless structure Evaluation Reports ,borne is designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eval Report.pdf door. Created by Independent Third Party: Yes 9174.14 512 //5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". #0603 11GIazing available in top or Intermediate section. i Limits of Use Installation Instructions j Approved for use in HVHZ: No FL9174 R6 II 0603 319029 P5.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf I Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure lEvaluation Reports is designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eva[ Report.pdf door. Created by Independent Third Party: Yes 9174.15 5120/5] 40/6100/9100/9,400/9600 16' Max width. 8' Max height. Max section height 24" #0604 11GIazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0604 319030 P5.pdf Approved for use outside HVHZ: Yes FL9174 R6 II 319010131 Post.pdf Impact Resistant: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eval Report.pdf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". #0605 IlGlazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0605 319031 P4.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: No Verified By: John E Scates P.E. FLORIDA PE 51737 Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes debris region unless protected or unless structure Evaluation Reports ,borne is designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eval Report.pdf door. Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" #0606 11GIazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0606 319032 P6.pdf Approved for use outside HVHZ: Yes FL9174 R6 II 319040 P1 Post.pdf Impact Resistant: No Design Pressure: +30.00/-33.50 FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Created by Independent Third Party: Yes is designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R6 AE 9174 Eval Report.pdf Created by Independent Third Party: Yes 9174.18 77]FS1-20—/5-140/6100/9100/9,400/9600IF18'—Max, width. 8' Max height. Max section height 24" #0609 IlSolld only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0609 319035 P5.pdf Approved for use outside HVHZ: Yes FL9174 R6 II 319040 PI Post.pdf Impact Resistant: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl l JRfWxf6u7ojnl... 1245/2010 Florida Building Code Online Page 5 of 5 Created by Independent Third Party: Yes Evaluation Reports FL9174 R6 AE 9174 Eval Reoort.pdf Created by Independent Third Party: Yes i 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0608 319034 P4.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: No Verified By: John E Scates P.E. FLORIDA PE 51737 Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Evaluation Reports is designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eval Report.pdf j door. Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 ]Fl6—'M—ax width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R6 II 0607 319033 P5.pdf Approved for use outside HVHZ: Yes FL9174 R6 II Jamb Connection Supplement P9.pdf FL9174 R6 II Track Supplement Chart P10.pdf Impact Resistant: No Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R6 AE 9174 Eval Report.pd f or. I Created by Independent Third Party: Yes Back ida-'Mt Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florlda 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: i @;tax! SQcurit % bu),,Tnu-�, http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl l JRfWxf6u7ojnl... 12/15/2010 NOTES, 1. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 2. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 3. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. ENO CAP TO HAVE A MINIMUM 1.1" DEPTH. 4. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 5. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'-0" ALL +240.0 -268.0 14'-0" ALL +210.0/-234.5 12'-0" ALL +180.0/-201.0 10'-0" ALL +150.0/-167.5 SEE U-BAR NOTE ON SHEET 13 GA HORIZ ANGLE 13 GA FLAG ANGLE 16 GA MIN HORIZ. TRACK 5/16x1-5/8 LAG SCREWS (MIN 3 AS SHOWN) 16 CA MIN VERT TRACK 5/16x1-5/8" LAG SCREW AT EACH JAMB BRACKET 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB JAMB BRACKET LOCATION 15 GA STIFFENED JAMB BRACKETS SEE SCHELOULE FOR QUANITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK BOTH ENDS (NOT REQUIRED WITH OPERATOR - SEE NOTE 2). SLIDE LOCK SHOWN FOR CLARITY NOTE, (4) SECTION DOOR I SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES. NOTE: (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0". (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0". JAMB BRACKET SCHEDULE DOOR HEIGHT NO. OF SECTIONS NO. OF JAMB BRACKETS (EACH JAMB) TRACK TYPE LOCATION OF CENTERUNE 0 JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2") 7'-O" 4 6 01 " (JB). 13" (01). 25-1/2" (JB), 34" (JB), 45-1/4" (01). 63" (JB) 7'-0" 4 6 FAT " (JB), 10" (JB), 21-3/4" (JB), 29-3/4" (JB), 42" (JB), 63-1/4" (JB) 8'-0" 5 8 01 " (JB), 13" (01), 23" (JB), 34" (JB), 47-1/4" (01). 58" (JB), 67" (01). 75" (JB) 8'-0" 5 8 FAT " (JB), 10" (JB), 21-3/4" (JB), 29-3/4" (JB), 48" (JB), 57-1/4" (JB), 66" (JB), 75-1/2" (JB) > 8 -0 HIGH LIFT ROOF PITCH SEE NOTE BELOW J8) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT. DI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. L DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS I APPROVED SIZES S( Wagner DESIGN (PSF): +30.00/-33.50 MAX WIDTH: 16'-C" TEST (PSF): +45.00/-50.25 MAX HEIGHT: 8'-9" DF palton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CF JOHN E. SCATES, PE 3121 FAIRGATE DR. MODEL 5120/6100/9100 CARROLLTON, Tx 75007 FL PE 51737 TX PE 56308/F2203 DIVISION OF OVERHEAD DOOR CORP 3395 ADD SON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0231 VERIFICATION OF YANOLOAD CONSTRUCTION DETAILS. 850 474-9890 REVISIONS P3 NEW DESIGN GRT 7/30/08 P4 ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE, GRT 3/2/09 a P5 UPDATED TITLE BLOCK GRT 8/26/10 1 7/30/OS GRT ED B/06/OS MRB SHEET 1 OF 2 DRAWING PART NO. REV. 318996 P5 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB WITH FIXTURE ATTACHED TO THE (8) PRE -PUNCHED HOLES EACH END PRE -PUNCHED HOLES ' FACING UPWARD AND ATTACH THRU END IN BOTTOM OF U-BAR / CAP AT EACH END WITH (3) 1/4-14x7/8' WITH (2) 1/4-14x5/8" SELF DRILLING CRIMPTITE SCREWS FOR CRIMPTITE SCREWS STANDARD TRACK (2 OF WHICH ARE USED TO ATTACH THE REINFORCEMENT 11 GA REINFORCEMENT BRACKET) AND (4) 1/4-14x7/8' SELF BRACKET ATTACHED Q DRILLING CRIMPTITE SCREWS FOR LOW WITH (4) 1/4-14x7 8' / O HEADROOM TRACK (2 OF WHICH ARE SELF DRILLING SELF DRILnTE SCREWS 2 CRIMTHR USED TO ATTACH THE TOP BRACKET AND BOTH BRACKET DETAIL A 2 OF WHICH ARE USED TO ATTACH THE REINFORCEMENT BRACKET AS SHOWN). AND U-BAR) ATTACH 13 GA ROLLER SLIDE THRU PRE -PUNCHED HOLES IN TOP OF U-BAR WITH (2) 1/4-14x5/8' CRIMPTITE PLACE U-BAR OVER INTEGRAL RIB WITH SCREWS WHILE USING VIEWING HOLE IN THE (8) PRE -PUNCHED HOLES EACH END SLIDE TO ENSURE PROPER ALIGNMENT. FACING UPWARD AND ATTACH THRU END THEN ADD (1) 1/4-14x7/8" SELF CAP AT EACH END NTH (2) 1/4-14x7/8- DRILLING CRIMPTITE SCREW THRU EVERY SELF DRILLING CRIMPTITE SCREWS VIEWING HOLE INTO U-BAR. "u EXCEPTION, U-BAR PLACED OVER TOP 15 GA HINGE ATTACHED NTH RIB ON THE BOTTOM SECTION SHALL ONLY 1 (4) i/4-14x5/8' CRIMPTITE ; BE ATTACHED THRU END CAP AT EACH SCREWS OF WHICH ARE END WITH (1) 1/4-14x7/8" SELF DRILLING FACTORY ATTACHED CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR _ NQg; DUE TO CLEARANCES REQUIRED TO 2' NYLON STORMGARD ° ° INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH 0.' U-BARS, ALL U-BARS SHALL BE 4-1/2" STEM INSTALLED ON SECTIONS PRIOR TO DETAIL 8 INSTALLING ROLLER SLIDES AND TOP 18 GA HINGE ATTACHED FIXTURE ON THE U-BARS. SEE WITH (6) 1/4-20x5/8" ATTACHMENT NOTES ON THIS SHEET. CRIMPTITE SCREWS (2 OF WHICH ARE FACTORY ATTACHED, 3 OF WHICH PLACE U-BAR OVER ARE FIELD INSTALLED INTO INTEGRAL RIB AND ATTACH TOP LEAF, AND 1 OF WHICH' WITH (2) 1/4-204/8" IS FIELD INSTALLED THRU �� CRIMPTITE SCREWS THRU PRE -PUNCHED HOLE IN PRE -PUNCHED HOLES AT U-BAR). TOP HINGE LEAF EACH INTERMEDIATE HINGE SHALL HAVE 0.75'x2.5" LOCATION (1 THRU FLANGE VHB OR EQUAL DOUBLE OF U-BAR AND BOTTOM SIDED TAPE APPLIED TO HINGE LEAF AND 1 THRU BACK OF LEAF (BETWEEN ` •" WEB OF U-BAR AND HINGE AND DOOR) PRIOR DETAIL C INTEGRAL RIB OF SECTION) TO INSTALLING FASTENERS. 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH " (3) 1/4-14x5/8' / (3)1/ITE o PLACE U-BAR OVER INTEGRAL RIB WITH SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-140/8" SELF BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM -• BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY (2) 1/4-140/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/8' DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. 11 GA REINFORCEMENT BRACKET ATTACHED WITH DRIWNG CRIMPTITE� w SCREWS (2 THROUGH W BOTH BRACKET AND U-BAR AND 2 THROUGH BOTH BRACKET AND OPERATOR STILE) JOHN E. SCATESI PE 3121 FAIRCATE DR. CARROLLTON, Tx 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WANDLOAD CONSTRUCTION DETAILS. DETAIL E 13 GA ADJUSTABLE ATTACH BOTTOM BRACKET _ TOP FIXTURE TO BOTTOM U-BAR NTH (2) o 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS 1\ IMPACT BOTTOM BRACKET LOW HEADROOM TRACK DETAIL A - - (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AT CENTER UNE OF DOOR THRU J-STRUT k OPERATOR BRACKET. DETAIL F OPERATOR STILE ATTACHED WITH (2) 0.75"x2.5", VHB OR EQUAL DOUBLE SIDED TAPE APPLIED TO BACK OF THE TOP AND BOTTOM OF THE OPERATOR BRACKET (BETWEEN BRACKET AND F��DOOR) PRIOR TO INSTALLING FASTENERS. ATTACH OPERATOR STILE WITH (4) #8 PIERCING SCREWS INTO INTEGRAL RIB ((2) INTO THE TOP OF THE BRACKET AND INTEGRAL RIB AND (2) INTO THE BOTTOM OF THE BRACKET AND INTEGRAL RIB). (5) SECTION DOORS WITH (6) Y. 18 GA, 80 KSI U-BARS AND (4) 18 GA J-STRUTS LOCATED OVER INTEGRAL RIBS AS SHOWN (4) SECTION DOORS WITH (5) 3', 18 GA, 80 KSI U-BARS AND (3) 18 GA J-STRUTS LOCATED OVER INTEGRAL RIBS AS SHOWN U-BAR-BAR ATTACHMENT NOTES DETAIL G 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14X5/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-146/8" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8' CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0-, THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/8' CRIMPTITE SCREWS. 3. 15 GA U-BARS SHALL BE STAMPED "46' APPROXIMATELY 8" FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES S( ne0 DESIGN (PSF): +30.00/-33.50 MAX WIDTH: 16'-0" 7a9 TEST (PSF): +45.00/-50.25 MAX HEIGHT: 8'-9" OF palton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CF MODEL 5120/6100/9100 DIVISION OF OVERHEAD DOOR CORP 3395 PENSACOLA, DISON FLORIDA1VE 2514 WINDLOAD SPECIFICATION OPTION CODE 0231 REVISIONS NEW DESIGN 7/30/08 ADDED HIGH LIFT AND IF PITCH TRACK NOTE. 3/2/09 UPDATED TITLE BLOCK 8/26/10 N.T.S. SIZE: A DATE NAME 7/30/08 CRT ED 8/Ofi/O8 MRB SHEET 2 OF 2 DRAWING PART NO. I REV 318996 1 P5 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may used as an alternate to this document. P/N 324620 Rev. P9 1 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/FT Nores 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI 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 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 23 520 16 20 23 540 15 19 22 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 1 11 14 16 760 11 13 16 780 10 1 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 311. 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 16fU2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 NO.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTNER 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. CALCULATIONS CONFORM TO ANSI/AF&PA NDS-2005 AND ACI 318-05, APPENDIX D. ADDroved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P9 REVISIONS Wagne® Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 6" MA: MI SF MINIMUM 2x6 #3 CE HEADER LOCK SOUTHERN PINE rBRACKET 2_3/4" J (2) 3/8" SIMPSON T1TEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". DETAIL 1 MINIMUM 2000 PSI CONCRETE NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. JOHN E. SCATES, PE 3121 FAIRGATE DR, CARROLLTON. TX 75007 FL PE 81737 T% PE 56308/F2203 PROFESSIONAL ENGINEERS SEAL PROVIDED ONLY FOR VERIFICATION OF BINDLOAD CONSTRUCTION DETAILS. SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR WIDTH MINIMUM 2x6 #3 CL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 8" 4" 4" 8" 4" (4) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 4". DETAIL 2 MINIMUM 2000 PSI GROUT FILLED CMU NOTE_ MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2x6 #3 CE HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4" (4) 3/8" DIA. LAG SCREWS WITH 1-1/4" O.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32" INTO THE MAIN SUPPORT MEMBER. DETAIL 3 WOOD SUPPORT STRUCTURE NOTE, MAXIMUM DESIGN LOAD DATE NAME CAPACITY OF 2430 LBS. JAMB CONNECTION SUPPLEMENT ! I 5 24 07 I CRT ED 5/24/07 1 MRB DRAWING PART N0. REV. 324620 P9 PLICE PLATE LOCATION r SEE SCHEDULE 14" MAX CLIP DETAIL I 12" \ / MAX 12' LIP LOCATIONS MAX SEE SCHEDULE 12" MAX TRACK CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, TX 75OD7 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNOLOAD CONSTRUCTION DETAILS. 13 GA MII` CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE (2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE- 0. 28" (- 2 13 GA MIN CONTINUOUS WALL ANGLE TRACK (3) 1 /4"-20 TRACK DR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK (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 18'-0" +46.0 PSF/-52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF Wagne REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED 3PJ 6/11/03 13 UPDATED FORMAT. 'INCREASED ALLOWABLE PRESSURES TO +46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO 'CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS CRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. GIRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CUP SCHEDULES. DLP 9/06/07 PISUPDATE MOUNTING DETAIL DRAWINGS. _ GIRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #B CLIP (REPLACED WITH #9 ACROSS THE BOARD). DLP 10/24/07 P8 UPDATED STEEL MOUNTING DETAIL MRS 04/11/06 P9 EXPANDED 1-1/2" TO 1-1-3/13- DOOR THICKNESS CHART UP TO 14' HIGH. GIRT 12/11/08 P10 UPDATED TITLE BLOCK GIRT 5/2/10 DRAWN 1 8/21/07 GIRT CHECKED 8/21/07 MRB SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P10 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO2 MIN 3/16" THICK STEEL FOR MOON WALL ANGLE E60XX MIN. 1 /8 2-24 1/8 2-24 SPF (G=0.42) OR _ _ TRACK CLIP BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT ?t-/,/ MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL o. d . . na nd a CONCRETE MOUNTING DETAIL JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 7S007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE '1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX. NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10'-0" 7. 9, 9, 9, 9, 11, 11, 11, 13 18 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'-0" 7,9,9,9,9,11,11,11,13,13,13,13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPLICEHEIGHPLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-O" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE ATE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE PA PLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagn0 Balton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN(8500)A4740989032514 DRAWN REVISIONS 2 2 INCH RACK -CLIPS -TEXAS ALL ANGLE 12 FOOT PDATED PJ 6/11/03 3 UPDATED FORMAT. ICREASED ALLOWABLE RESSURES TO 46.00/-52.00 PSF FOR LL DOOR WIDTHS. HANGED TEXAS WALL NGLE" TO "CONTINUOUS 'ALL ANGLE ADDED UBSTRATE MOUNTING ETAIL, CHANGED TO TEN HD ANCHORS RT 4/2/07 4 CHANGED FORMAT. DDED MODELS 9800 NO 8024 WITH OVERLAY 0 TRACK CLIP CHEDULE. RT 8/21/07 5 UPDATED MODELS ISTED IN CHARTS. PRATED SPLICE & CLIP CHEDULES. LP 9/06/07 6 UPDATE MOUNTING ETAIL DRAWINGS. RT 10/05/07 Y 7 UPDATED CHARTS TO LIMINATE THE USE OF HE f8 CLIP (REPLACED IITH #9 ACROSS THE OARD). ALP 10/24/07 '8 UPDATED STEEL IOUNTING DETAIL IRB 04/11/08 '9 EXPANDED 1-1/2" TO -3/8" DOOR THICKNESS :HART UP TO 14' HIGH. ;RT 12/11/08 '10 ADDED MODEL 8700. IPDATED TITLE BLOCK ;RT 6/2/10 DATE SHEET 2 OF 2 DRAWING PART NO. REV. 307494 P10