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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: NUMBER* PLANNING & DEVELOPMENT SERVICES f)EPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue q&C Fort -Pierce, FL 34982 (772) 462-1563 'at 4 APPLICATION FOR REPLACEMENT OF %County WINDOWS, SKYLIGHTS, " SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS Y. LOCATIoN/SMADDRESS: /"I&o 2. PARCELIODNUIMBER, gerc' 0 lb 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:"e- On 4. 5. TYPE OF STRUCTURE: MOBILE HOMX_ 6. UU.N11ta"L OWNERS INFORMAJULUT, OR'S INFORMATION Name: 14 A e,-r9, . Address: W W, (kJ ay: 4�State: Zip 3Qhone: 77 Email. FLR4Cert#: County Cert #: Business Name: Plione Number. Email: AL 0. 4/ Attach 2 copies of the product Approval with details, to the. product being . used. VALUE OF CONSTRUCTION: . $ FEES DUE: -don contained in this application is correct and that all work will be done in OMWER's AFFIDAVIT: I certify that all of the inform. compliance with all applicable. laws regulating con#mctiqjand 1111319. OWNER OR iTRACTORIQUALIFIER R1QjjM N PRINT OWNER. OR 1PONTRACDO , THEIR AM SIGN STATE OF FLORIDA, COUNTY OF AmNomi"GED BEFORE ME THIS DAY OF 20-13---,3y WNALLY WN TO DF OR SIGNATURE OF NO TYPE OR Oft. . z TECLE: NOTARY PUBLIC COMNIISSIO NOTICE TO OWNER: FAILURE To RECORD A NOTICE OF CONSULT TO YOUR. PROPERTY- IF YOU INTEND TO OBTAIN FINANCING, YOUR NOTICE OF COMMENCEMENT. N(Z'!�aCATION. ARY SEAL ``TWICE FOR IMPROVEMENTS TOMMY BEFORE RECORDING P, ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete 4 information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for" replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, .Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the sheet address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER.......................................................... Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly descnbe.the building activity under permit application. 4. OWNERS INFORMATION:.............::.................................. Indicate the name and address of the owner of the property on which the product is to be installed 5. CONTRACTORS INFORMATION: ..................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. & VALUE OF CONSTRUCTION : ....................................... .... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the bulding/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department,: St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M each business day. No applications will be accepted for processing after 4:30 P.IIhi. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC Florida Building Code Online Page 1 of 5 gawP�--,°.: =r�`a 2 ``,' #�,si--. > cr^`,•' gam, . "' a.'.�i .. - Y` �.'>".,'s,&s t`.`�"`i%1 �N?^3j`p• K�f "%*��( �X£� �P�r�+� �"k°Wi 5- m�� r �.�F � :.:'S .e+ � BCIS Home Log In User Registration Hot Topics Submit Sur '�•arr A. 4 Fa Publications : FBC Staff 'BCIS Site Map Links Search Busines', 9J Professional ) product Approval "�� � y �,• USER: Public User Regulation � �� Product Approval Menu > Product or Application Search > Application List > Applic ation Detail Nt�' �i � � e raY�a�d1T 4Y1y7� FL # FL8248-R10 � N t Application Type Revision Code Version 2010 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 Mark A. Sawicki developed the Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL8248 R10 COI Independence Wayne -Dalton Door 2010 odf FL8248 R10 COI Mark Sawicki Ind certDdf 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 http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj meb8GbxRy W... 9/3/2013 Florida Building Code Online Page 4 of 5 Intermediate section. J Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38.30 Other: Installation Instructions FL8248 R10 II 1143 327023 P4 pdf FL8248 R10 II 312957 P6 8000-8024-8100-8124 Post. df FL8248 R10 II Jamb Connection Suoolement - P10 Ddf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval.pdf Created by Independent Third Party: No IS' Max width. 8' Max height. Glazing available in top or intermediate section. 8248.13 8000/8100 #1144 Limits of Use i Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: Installation Instructions FL8248 R10 II 1144 327024 P4 Ddf FL8248 R10 II 312957 P6 8000-8024-8100-8124 Post.odf FL8248 R10 II Jamb Connection Supplement - P10 Ddf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval.odf Created by Independent Third Party: No 9' Max width. 14' Max height. Glazing available in top or intermediate section. 8248.14 8000/8100/8200 #1100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.90/-18.20 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R10 II 1100 329468 P4 odf _FL8248 R10 II Jamb Connection Suoolement - P10 Ddf I FL8248 R10 II Track Supplement Chart P10 odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval pdf Created by Independent Third Party: No 16' Max width. 14' Max height. Glazing available in top or intermediate section. 8248.15 8000/8100/8200 #1120 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R30 II 1120 327014 P4 pdf FL8248 R10 II Jamb Connection Supplement - P10 odf FL8248 R10 II Track Supplement Chart P10 odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval.odf Created by Independent Third Party: No 8' Ma4' Max height. Glazing available in top or [intermed�latesec�tion. 8248.16 8000/8100/8200 #1140 Installation Instructions FL8248 R10 II 1140 327020 P4 pdf FL8248 R10 II Jamb Connection Suoolement - PIO odf Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. FL8248 R10 II Track Suoolement Chart P10 odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval odf Created by Independent Third Party: No Back Next Contact Us :: 1240 North Monroe StreetTallahassee FL 32M Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 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: Ed ® eCiss_� http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy W... 9/3/2013 NOTES: 1. IMPACT RESISTANT GLAZING OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING DIMENSIONS SHALL BE 11" x 17' CUTOUT, FASTENED WITH #8 X 1' SMS: 3X ALONG THE HORIZONTAL AND 2X ALONG THE VERTICAL SEE DETAIL J ON SHEET 2 FOR ASSEMBLY DETAILS. 2. NON -IMPACT REISTANT GLAZING OPTION - .090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) #Bx1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC WAND PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 10.69' AND A MAXIMUM LENGTH OF 16.94". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 3. 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. 4, KEY LOCK OR SLIDE LOCKS REQUIRED. 5. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) Q8x1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WND-BORNE DEBRIS REGIONS. 6. SECTION STEEL TO HAVE A MINIMUM 26 GA THICKNESS. 7. 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. B. DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8' SELF DRILUNG CRIMPTITE SCREWS IN UEU OF THE BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LIAR TOP BRACKETS. 13 GA HORIZ ANGLE 13 GA FLAG ANGLE 15 GA MIN HORIZ TRACK 5/16xl-5/8" LAG SCREW (MIN 4 AS SHOWN) (4) 1/4-20x9/16" LARGE HEAD TRACK BOLTS OR 1/4-20 STUDS WITH 1/4-20 HEX NUTS 15 GA MIN VERT TRACK 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB-US JAMB BRACKET LOCATION 5/16xi-5/8' LAG SCREW AT EACH JAMB BRACKET 15 GA STIFFENED JAMB BRACKETS SEE SCHELDULE FOR QUANITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK EACH END (SEE NOTE 4). SLIDE LOCK SHOWN FOR CLARITY SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX I UNIFORM POINT LOAD AT HEADER AND DOOR DOOR 1 LOAD EACH SLAB AT EACH POST WIDTH HEIGHT JAMB (PLF) LOCATION (LBS) 7'-0„ +185.5/-209.6 +1507.4/-1712.9 17'-0.. 8'-O" +185.5/-209.6 +1704.0/-1936.3 18'-0" 7'-O" +190.7/-215.7 +1637.0/-1850.5 8--O" +190.7/-215.7 +1860.3/-2102.9 NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTES 1 AND 2 THIS SHEET FOR GLAZING OPTIONS. - DOORS. FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. STATIC PRESSURE RATINGS APPROVED SIZES 51 Wayne® DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 18'-O" TEST (PSF): +69.00/-78.00 MAX HEIGHT: 8'-0" DI MARK A. SAWICKI, PE palton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" Cl 2501 S. STATE HWY 121, SUITE 200 MODELS 8000/8100 LE`M FL PE . Tx 75067 R PE 72613 rx PE I06291 A DIVISION OF OVERHEAD DOOR CORP 3395 ADDISON DRIVE WINDLOAD SPECIFICATION OPTION CODE 1144 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA. FLORIDA 32514 VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 850) 474_9890 REM51ONS I MODIFIED NOTES TO TATE THAT LOUVERS RE NOT IMPACT EESTANT. INCREASED -SIGN PRESSURES TO ADDED IMPACT SISTANT GLAZING. DED DETAIL J SHEET 2 R GLAZING. REMOVED NCRETE SPECIFICATION DM NOTES AND ADDED TAIL H SHEET 2 FOR NCRETE SPECIFICATION. DED MAX GLAZING TENSION TO NOTES EET 1. MODIFIED JAMB ACKET SCHEDULE. DED TRACK TO FLAG NNECTION NOTE. DIFIED SUPERIMPOSED SIGN PRESSURE LOAD AR T. T 11/10/07 MODIFIED LOUVER TION. ADDED TEXAS ENSE NUMBER TO LE BLOCK. T 9/19/08 UPDATED TITLE BLOCK D IMPACT GLAZING T 4/16/12 : N.T.S. SIZE: A DATE NAME 1 5/26/06 CRT ED 1/22/07 MRB SHEET 1 OF 2 DRAWING PART NO. REV 327024 P4 13 CA ROLLER SLIDE ATTACHED TO BRACKET NTH 5/16-18 BOLT & NUT IN CENTER SLOT AND 1/4-20x9/16' TRACK BOLT & 1/4-20 HEX NUT THROUGH ANY TWO ALIGNING HOLES (2) 13 GA COMMERCIAL 'A' , FRAME TOP BRACKETS EACH ATTACHED WITH (4) 1/4-14x7/8" / SELF DRILLING CRIMPTITE SCREWS ADD (2) 1/4-14x7/8" " SELF DRILLING CRIMPTITE SCREWS DETAIL A (INSIDE OF EACH INSIDE END HINGE) 2' STEEL ROLLER WITH 9' GRADE 1144 OR _ (2) 14 GA WIDE BODY END HINGES EACH ATTACHED nFTAII R WITH (4) 1/4-14x5/8' SELF TAPPING SCREWS 14 CA WIDE BODY ° HEADER INTERMEDIATE HINGE ATTACHED WITH (4) b c HEADER LOCK 1/4-14x5/8' SELF BRACKET f TAPPING SCREWS I 17' MEN In Iml loll 12 GA EXTENSION BRACKET DETAIL C ATTACHED WITH (3) 1/4-140/8". �. SELF DRILLING CRIMPTITE SCREWS (2 THROUGH STRUT AND BRACKET) (4) 5/16x1-5/8' 14 GA BOTTOM BRACKET LAG SCREWS .0 ATTACHED WITH (2) 5/16-18x2-1/2' 1/4-14x7/8' SELF DRILLING HEX BOLT & NUT CRIMPTITE SCREWS THROUGH STRUT AND BOTTOM BRACKET - AND (1) 1/4-14x5/8' SELF DRILLING TAMPER RESISTANT DETAIL E SCREW DETAIL D \ 2500 PSI MIN ' 14 GA CENTER HINGE O CONCRETE o 0 HITCH PIN - (4) 1/4-14x7/8' 8' X 8' MIN SELF DRILLING TURNDOWN SLAB 6' MIN / CRIMPTTE SCREWS AT EDGE EDGE ADDED TO EACH DISTANCE ' HINGE WITH A POST DETAIL H / / ' (2) 5/16-12x1' SELF DRILLING SCREWS EACH WITH (1) 5/16 FLAT WASHER DETAIL F MARK A. SAWICKI, PE 2501 S. STATE HWY 121, SUITE 200 LEWSVIL E, TX 75D67 FL PE 72613 TX PE 106291 PROFESSIONAL ENGINEER'S SEAL PROVIOED ONLY FOR VERIFICATION OF MNOLOAO CONSTRUCNON DETAILS. —TOP PLATE NO. 2 HALF HINGE EXTENSION ALIGN BOTTOM OF HINGE NTH TOP OF THE U=BAR TOP LOCK ,PLATE (4) 1/4-14x7/8' i, SELF DRILLING /• CRIMPTITE 1 SCRE HITCH PIN SELF DRILLING SCREWS W/ 5/16 FLAT WASHERS (4) 5/16-12x1' SELF DRILLING BOTTOM BRACKET SCREWS INNER (4) 5/16-12x1' SELF POST DRILLING SCREWS 1/4-14x5/8" TAPPING EXTERK FRAME DETAIL J 11W IOrARa15 (5) SECTION DOORS NTH (7) 3' 20 GA 80 KSI U-BARS LOCATED AS SHOWN (4) SECTION DOORS NTH (5) 3' 20 GA 80 KSI U-BARS LOCATED AS SHOWN ATTACH U-BAR WITH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS AT EACH STILE LOCATION, TYP. LOCKING STRAP I 1/2-13x3-1/2' HEX BOLT 1/2-13 HEX NUT AME SCREW %RBONATE REVISIONS I MODIFIED NOTES TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT. INCREASED ESIGN PRESSURES TO 46.00/-52.00. RT 6/29/07 2 ADDED IMPACT ESISTANT GLAZING. DDED DETAIL J SHEET 2 DR GLAZING. REMOVED ONCRETE SPECIFICATION ROM NOTES AND ADDED ETAIL H SHEET 2 FOR ONCRETE SPECIFICATION. DDED MAX GLAZING IMENSION TO NOTES HEET 1. MODIFIED JAMB RACKET SCHEDULE. DDED TRACK TO FLAG ONNECTION NOTE. ODIFIED SUPERIMPOSED ESIGN PRESSURE LOAD HART. RT 11/10/07 3 MODIFIED LOUVER PTION. ADDED TEXAS CENSE NUMBER TO TILE BLOCK. RT 9/19/08 4 UPDATED TITLE BLOCK NO IMPACT GLAZING RT 4/16/12 STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. SIZE: A Wayne® DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 8'-0"' DATE NAME TEST (PSF): +69.00/-78.00 MAX HEIGHT: 8'-0" DRAWN 5/26/06 GIRTDalton IMPACT/CYCLIC RATED (YES/NO): YES I MAX SECTION HEIGHT: 21" CHECKED 1/22/07 1 MRB MODELS 8000/8100 SHEET 2 OF 2 DIVISION OF OVERHEAD DOOR CORP DRAVING PART NO. REV. PENSACO A. FLORIDAI VE 2514 WINDLOAD SPECIFICATION OPTION CODE 1144 eso 474-9890 327024 P4 s ° Wagine Baltqn 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 be used as an alternate to this document. P/N 324620 Rev. P10 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 "DTE3 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 24 520 16 20 24 540 15 19 23 560 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 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/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 P10 Wagne® Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 SEE DETAILS 1. 2. AND 3 REQUIRED FOR VERTICAL 1 - POST REINFORCING SYSTEMS. 6" MAX. MAXIMUM SPACING 6" MAX. MINIMUM 2x6 #3 r(� HEADER LOCK SOUTHERN PINE 1 BRACKET LUMBER. I 4" 4' (2) 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 2-3/4". DETAIL 1 MINIMUM 2000 PSI CONCRETE NOTE: MA%IMUM DESIGN LOAD CAPACITY OF 2085 LBS. JOHN E. SCATES, PE 3121 FAIRGATE OR, CARROLLTON. TX 75007 FL PE 51737 TX PE 55308/F2203 PROFE$SIONAL ENGINEER'S SEAL PROVDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. MINIMUM 2x6 #3 CL HEADER LOCK SOUTHERN PINE rBRACKET LUMBER. 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. REVISIONS MINIMUM 2,6 #3 /-q HEADER LOCK SOUTHERN PINE 1 BRACKET LUMBER. I 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. .......... i... ..-, ___ CHECKED 5/24/07 1 MR8 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV.324620 P10 b � i I� I WINDLOAD POST Wayne —Dalton Corp. P.o. as aaa) 827H3tp00H 44660 MODELS 8000/8100/8024/8124 www.wayne—dalton.com INSTALLATION INSTRUCTIONS IMPORTANT NOTICE! READ THE ENCLOSED INSTRUCTIONS CAREFULLY BEFORE INSTALLING THIS WIND LOAD POST. PAY CLOSE ATTENTION TO ALL WARNING LABELS AND NOTES. THIS MANUAL SHOULD BE ATTACHED TO THE WALL IN CLOSE PROXIMITY TO THE WIND IS1Lil141:1M ©Copyright 2006 Wayne —Dalton Corp. Part No. 312957 P6 WIND LOAD POST INSTALLATION INSTRUCTIONS STEP 1: ATTACH THE HEADER LOCK BRACKET TO THE HEADER USING THE (4) 5/16"xt-5/8" LAG SCREWS PROVIDED AS SHOWN IN FIGURE 1. TOP PLATE THE HEADER LOCK BRACKET SHOULD BE IN EXTENSION LINE WITH THE INTERMEDIATE HINGES WHERE HEADER — THE POST IS TO BE INSTALLED AND LOCATED i SUCH THAT THE BOTTOM OF THE BRACKET IS HEADER LOCK TOP LOCK APPROXIMATELY 2-1/2" ABOVE THE TOP OF BRACKET PLATE THE DOOR. NOTE: DRYWALL OR ANY OTHER SACRIFICIAL MATERIAL COVERING THE HEADER MUST BE REMOVED PRIOR TO INSTALLING THE HEADER f I LOCK BRACKET AND REPLACED WITH THE SAME THICKNESS OF WOOD. IF THIS PROCESS 2-1/2" IS REQUIRED, THE LENGTH OF THE LAG / SCREWS MUST BE INCREASED ACCORDINGLY TO INCLUDE THE THICKNESS OF THE WOOD SO THAT A MINIMUM OF 1-1/2" OF LAG SCREW PENETRATION INTO THE HEADER IS (4) 5/16-12 MAINTAINED. (4) 5/16x1-5/8" x 1" SELF LAG SCREWS DRILLING STEP 2: SCREWS ALIGN THE LARGE DIAMETER HOLE IN THE TOP 5/16-18x2-1/2" PLATE EXTENSION WITH THE FIRST HOLE IN HEX BOLT & NUT INNER THE TOP LOCK PLATE AS SHOWN IN FIGURE 1 POST AND BOLT TOGETHER WITH (1) FIGURE 5/16-18x2-1/2" HEX BOLT AND NUT. ALIGN THE ASSEMBLY OVER THE TOP OF THE INNER POST AND SECURE WITH (4) 5/16-12x1" SELF DRILLING SCREWS THROUGH THE HOLES PROVIDED IN THE TOP LOCK PLATE. SLIDE THE OPPOSITE END OF THE INNER POST INTO ONE END OF THE OUTER POST. 14 GA NO. 2 HALF HINGE STEP 3: ATTACHED TO DOOR WITH OUTER PLACE THE POST ASSEMBLY FROM STEP 2 (4) 1/4-14x7/8" SELF POST INTO POSITION BY LOWERING THE TOP PLATE DRILLING CRIMPTITE EXTENSION INTO THE NOTCH IN THE HEADER SCREWS ALIGNED WITH LOCKING LOCK BRACKET UNTIL THE TOP PLATE THE TOP OF THE LOWEST STRAP EXTENSION SEATS IN THE BOTTOM OF THE U—BAR NOTCH. ALLOW THE OUTER POST TO SLIDE DOWN THE INNER POST UNTIL THE BOTTOM OF 5/16" HITCH PIN THE OUTER POST RESTS ON THE FLOOR. PLUMB THE POST ASSEMBLY. (2) 5/16-12x1" e \ SELF DRILLING STEP 4: SCREWS W/ 5/16 m ENSURING THE POST ASSEMBLY IS PLUMB, FLAT WASHERS I TRACE THE OUTLINE OF THE BOTTOM OF THE OUTER POST ON THE FLOOR. REMOVE THE 1/2-13x3-1/2" I POST ASSEMBLY AND SET ASIDE UNTIL STEP HEX BOLT I 5. LOCATE THE CENTER OF THE TRACED \ OUTLINE BY CONNECTING THE CORNERS TO FORM AN Y. AT THE INTERSECTION OF THE 'X', DRILL A 5/8" DIAMETER HOLE A MINIMUM OF 3-1/2" DEEP INTO THE FLOOR. CLEAN BOTTOM LOCK PLATE / DUST OUT OF HOLE. (4) 5/16-12x1" — - - STEP 5: SELF DRILLING SCREWS 1 /2-13 HEX NUT PLACE THE HALF HINGE AT THE BOTTOM OF THE BOTTOM SECTION IN LINE WITH THE INTERMEDIATE HINGES AND JUST ABOVE THE FIGURE 2 LOWEST U—BAR AND ATTACH WITH (4) 1 /4-20x11 /16" SELF DRILLING SCREWS AS SHOWN IN FIGURE 2. ASSEMBLE THE BOTTOM LOCK PLATE BY SLIDING (1) 1/2-13x3-1/2" BOLT DOWN THROUGH THE TOP THE BRACKET AND SECURING WITH THE HEX NUT FROM BELOW. ATTACH THE BOTTOM LOCK PLATE TO THE BOTTOM OF THE OUTER POST WITH (4) 5/16-12x1" SELF DRILLING SCREWS AS SHOWN IN FIGURE 2. —2— t WIND LOAD POST INSTALLATION INSTRUCTIONS STEP 6: PLACE THE POST ASSEMBLY INTO POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. ALLOWING THE OUTER POST TO SLIDE DOWN THE INNER POST, INSERT THE 1/2-13x3-1/2" BOLT AT THE BOTTOM OF THE OUTER POST INTO THE HOLE IN THE FLOOR. ENSURE THE BOLT IS FULLY INSERTED INTO THE FLOOR. THE NUT ON THE UNDERSIDE OF THE BOTTOM LOCK PLATE MUST REST ON THE FLOOR. STEP 7: BEGINNING AT THE TOP HINGE, PLACE THE STRAP OVER THE POST AS SHOWN IN FIGURE 3. ALIGN THE HOLES IN THE ENDS OF THE STRAP OVER THE TUBE IN THE HINGE AND INSERT A 5/16" HITCH PIN AS SHOWN. RAISE THE BACK OF THE STRAP UNTIL THE STRAP IS PERPENDICULAR TO THE POST. CONNECT THE STRAP TO THE POST WITH (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" ABOVE THE STRAP ON THE GARAGE SIDE OF THE POST AND 1/4" BELOW THE STRAP ON THE DOOR SIDE OF THE POST AS SHOWN. DO NOT TIGHTEN THE SCREWS AGAINST THE STRAP. REPEAT FOR THE REMAINING STRAPS. THE BOTTOM LOCKING STRAP SHOULD BE LOCATED AT THE HALF HINGE LOCATION INSTALLED IN STEP 5. NOTE: THE STRAP IS DESIGNED TO SLIDE FREELY BETWEEN THE SCREWS ALLOWING MOVEMENT OF THE DOOR RELATIVE TO THE POST. DO NOT PLACE THE SCREWS THROUGH THE STRAP OR TIGHTEN THE SCREWS TOO TIGHT RESTRICTING MOVEMENT. AFTER ALL OF THE STRAPS HAVE BEEN INSTALLED, CHECK THE POST TO MAKE SURE IT IS SECURE BY LIFTING UP ON THE POST. IF THE POST RAISES OUT OF THE HEADER LOCK BRACKET, CHECK THE LOCATION OF THE SCREWS ABOVE AND BELOW THE STRAPS. THE GARAGE SIDE SCREWS MUST BE LOCATED ABOVE THE STRAP AS SHOWN IN THE FIGURE 4. STORAGE INSTRUCTIONS AND DECAL INSTALLATION CONTINUED ON PAGE 4 (4) 1/4-14x5/8" SELF -TAPPING SCRE CENTER HINGE (2) 5/16-12x1" SELF DRILLING SCREWS W/ 5/16 FLAT WASHERS- 5/16" HITCH PIN--- ALUMINUM POST mz FIGURE 3 COMPLETED INSTALLATION ON (4) SECTION DOOR FIGURE 4 LOCKING STRAP WIND LOAD POST INSTALLATION INSTRUCTIONS SECURING POSTS FOR STORAGE STEP 1: LOCATE A CONVENIENT LOCATION AS CLOSE TO THE DOOR AS POSSIBLE AND MOUNT A HEADER LOCK BRACKET TO THE WALL SUCH THAT THE DISTANCE BETWEEN THE BOTTOM OF THE HEADER LOCK BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE FLOOR AND THE BOTTOM OF THE HEADER LOCK BRACKET MOUNTED OVER THE DOOR. THE HEADER LOCK BRACKET FOR STORAGE SHALL BE MOUNTED WITH A MINIMUM OF (2) 5/16"x1-5/8" LAG SCREWS (ONE EACH SIDE) INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 2: MOUNT A HALF HINGE TO THE WALL IN LINE WITH THE HEADER LOCK BRACKET SUCH THAT THE DISTANCE BETWEEN THE CENTERLINE OF THE TUBE IN THE HALF HINGE AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE CENTERLINE OF THE TUBE IN THE HALF HINGE ON THE DOOR AND THE FLOOR WHEN THE DOOR IS FULLY CLOSED. THE HALF HINGE FOR STORAGE SHALL BE MOUNTED WITH A MINIMUM OF (2) 5/16"x1-5/8" LAG SCREWS INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. WOOD. STEP 3: PLACE THE POST INTO THE STORAGE POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. SECURE THE BOTTOM LOCKING STRAP TO THE HALF HINGE USING THE 5/16" HITCH PIN. PLACE ALL REMAINING HITCH PINS INTO THE REMAINING LOCKING STRAPS FOR STORAGE. INSERT THE PLASTIC PLUG INTO THE HOLE IN THE FLOOR. FOR MODELS 1 ONLY: END OFTH ATTACH ONE END OF THE PROVIDED LONG CHAIN TO THE TOP PLATE EXTENSION WITH A #6 BOLT AND NUT. SLIDE THE BOLT THROUGH A LOOP IN ONE END OF THE CHAIN, THEN INTO AN AVAILABLE HOLE IN THE TOP PLATE EXTENSION. PLACE THE NUT ONTO THE BOLT AND 4 TIGHTEN. ON THE OTHER END OF THE CHAIN, SLIDE THE S-HOOK THROUGH A LOOP IN THE CHAIN AND THROUGH AN AVAILABLE HOLEF% IN THE HORIZONTAL ANGLE. CLOSE THE LOOPS IN THE S-HOOK TO PREVENT THE S-HOOK FROM DISENGAGING THE CHAIN OR HORIZONTAL ANGLE. ATTACH THE SMALL FLAT LOOP END OF THE PROVIDED SHORT CHAIN ! 2 TO THE KEY RING ON THE HITCH PIN. ATTACH THE LARGE ROUND • C LOOP ON THE OTHER END OF THE CHAIN TO THE POST WITH A #8 X ® ' 3/4" SELF DRILLING SCREW. REPEAT FOR ALL HITCH PINS A TTACHING THE INS TALLA TION DECALS AFTER INSTALLATION IS COMPLETE, LOCATE AN OBVIOUSLY VISIBLE LOCATION ON THE INSIDE OF THE GARAGE DOOR AND THE POST AND PLACE THE PROVIDED INSTALLATION LABELS AND TAG ONTO THE DOOR AND POST FOR FUTURE REFERENCE - REFER TO FIGURE 5. IMPORTANT LABELS AND TAG MUST BE ATTACHED TO BOTH DOOR AND POST. 1. APPLIED BY INSTALLER - ONE (1) WIND LOAD PSF LABEL PER DOOR. 2. APPLIED BY INSTALLER - ONE (1) WIND LOAD POST INSTALLATION INSTRUCTIONS LABEL TO BE APPLIED TO INSIDE OF DOOR, NEAR END OF SECOND SECTION. 3. APPLIED BY INSTALLER - ONE (1) EMERGENCY HIGH WIND SITUATIONS TAG TO BE APPLIED TO POST(S) WHEN STORED ON WALL FOR CONSTANT REMINDER TO CONSUMER. -4-