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1997-009783 - temp pole barn
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1997-009783 - temp pole barn
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Last modified
8/22/2023 3:12:49 PM
Creation date
5/17/2019 1:39:17 PM
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Address
0500 Tonkawa Rd
Document Type
Permits/Inspections
PIN
0511723320003
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INTRODUCTION O O <br /> LEFT CORNER nHumo <br /> RIGHT CORNER COLUMN 3 1 / 3 COLUMN EACH DETAIL HAS A FIVE DIGIT ALPHA-NUMERIC NAME. -PC COLUMS) // (1-PC COLUMS)FTIHEDETAILS INCLUDED IN THIS SET ARE THERE ARE TWO LETTERS AND A THREE DIGIT NUMBER. XX'-1 1/2" O <br /> L FOR THE UNI-FRAME I OR II BUILDING 2-PLY CORNER � 3-PLYCORNER COLUMNS cCOLUMNS USED WITH XX'-0 3/4" ' V XX'-0 3/4" USED WITH TS6886 OR <br /> WITH UNI-RIB ROOF AND WALLS. 75666 oR 75686 XX'-0" 758008 SIDEWALL <br /> SOME DETAILS MAY NOT APPLY n SIDEWALL COLUMNS. COLUMNS. <br /> TO YOUR BUILDING. 'n1 21G <br /> m HE PLANS SUPPLIED TO YOU BY �J u - - - - - - - p 00 <br /> LESTER BUILDING SYSTEMS _ - - - - - - <br /> GROUP -DIVISION DETAIL NUMBER O <br /> L_TAKE_ PRESCIDENCE OVER-DETAILS- - - - - - - - - - - - I o <br /> - - - - - - - - - - - SHOWN IN THIS SET. x x <br /> THE FIRST LETTER DESIGNATES A BROAD SUBJECT GROUP. o <br /> o CENTER OF TRUSS AND I <br /> THE SECOND LETTER SHOWS A SMALLER DIVISION WITHIN E CENTER OF SIDE COLUMNS I x E O <br /> THE GROUP. I x ,Z-`o m <br /> x x <br /> THE THREE DIGIT NUMBER INDICATES A SPECIFIC DETAIL w <br /> Y <br /> WITHIN THE DIVISION. ^ .o o © 0 <br /> DETAILS WILL ALWAYS APPEAR IN ALPHABETICAL ORDER �f x is <br /> BY GROUP AND DIVISION. x O <br /> TITLE BLOCK ON <br /> RIGHT SIDE EDGE LIKEWISE, ALL DETAILS WITHIN A DIVISION WILL APPEAR I Fi g <br /> 2 IN NUMERIC ORDER. f n <br /> .ti..c•Tram. DATE: t u <br /> eILDIr \\\ RIGHT CORNER <br /> BUILDINGS wu�.....cvol za-mi 'm"OF"' BUILDING SYSTEM 3RD PLY IS ONLY ADDED WHEN S COLUMN <br /> TS6886 OR TS8008 SIDEWALL <br /> wma ow+w�. 2 (2-PC COLUMS) <br /> 9 COLUMNS ARE USED. O <br /> 1 3 GROUP AND DIVISION SUBJECT 1. THIS SYMBOL IS A REFERENCE THAT RELATES TO YOUR 6. THE INTERMEDIATE BAY DIMENSIONS (WHEN ALL BAYS ARE THE <br /> "WHERE USED CHART'. IT HELPS YOUR CONSTRUCTION CON- SAME), IS MEASURED FROM THE CENTER OF AN END COLUMN <br /> A = FLOOR PLAN TRACTOR IDENTIFY WHERE TO STAGE MATERIALS. TO THE CENTER OF THE OTHER COLUMN. _ <br /> 8 = WALL SECTIONS <br /> C = ELEVATIONS 2. THE OVERALL BLDG LENGTH IS MEASURED FROM THE OUT- 7- THE BAY NEXT TO EACH SIDEWALL MEASURES FROM THE Z <br /> IF YOU HAVE ANY QUESTIONS ABOUT THIS BUILDING AND WISH EA TALK WITH A LESTER REPRESENTATIVE, SIDE EDGE OF ONE CORNER COLUMN TO THE OUTSIDE EDGE O <br /> D = ENGINEERING INFORMATION CENTER OF THE INTERMEDIATE END COLUMN TO THE OUTSIDE <br /> HAVE INFORMATION FROM THIS TITLE BLOCK READY WHEN YOU CALL. E = FOUNDATIONS OF THE OTHER CORNER COLUMN ON EACH SIDEWALL. EDGE OF THE CORNER (AND SIDEWALL) COLUMNS. a N <br /> #1. CALL THE PHONE NUMBER GIVEN IN BLOCK O F (A-E) = WALL STRUCTURAL FRAMING 3. THE BAY NEXT TO EACH ENDWALL WILL HAVE A DIMENSION <br /> FH = STRUCTURAL HEADERS SLIGHTLY DIFFERENT THAN THE INTERMEDIATE SIDE BAYS, 8. THE STANDARD DIMENSION FOR COLUMNS AT DOOR OPENINGS u <br /> #2. ASK FOR THE TECHNICIAN GIVEN IN THE BLOCK O F (J-N) = WALL OPENING FRAMING THIS DIMENSION MEASURES FROM THE CENTER OF THE IS MEASURED FROM CENTER OF COLUMN TO CENTER OF COLUMN. O <br /> G = TRUSS (ROOF SUPPORT) INTERMEDIATE SIDE COLUMN TO THE OUTSIDE EDGE OF THE A SECONDARY LINE OF DIMENSIONS WILL DETERMINE ACTUAL <br /> (/3. TELL HIM, YOU WISH TO TALK ABOUT THE BUILDING H = BRACING CORNER (AND ENDWALL) COLUMNS. FINISH OPENING. m O <br /> WITH THE JOB NUMBER AS GIVEN IN THE BLOCK 3 I = EAVE TREATMENT (SIDES & ENDS) 4. THE OVERALL DIMENSION OF THE INTERIOR BAYS (WHEN ALL (D ' <br /> J = ROOF FINISH BAYS ARE THE SAME) IS MEASURED FROM THE CENTER OF 9. THE STANDARD DIMENSIONS FOR SIDEWALL COLUMNS ARE <br /> #4. ALSO TELL THE TECHNICIAN THE DEALER NAME AND K = WALK DOORS AND WINDOWSL = SLIDING AND OVERHEAD DOORS ASIDE COLUMN TO THE CENTER OF THE OTHER COLUMN. MEASURED TO CENTER OF MAIN COLUMNS. THE ACTUAL OPNG <br /> CUSTOMER NAME ALSO OBTAINED FROM THE TITLE BLOCK. - WOULD BE LESS THAN WHAT IS SHOWN. <br /> M = EXTERIOR WALL FINISH 5 THE OVERALL BLDG WIDTH IS MEASURED FROM THE OUT- REFER TO THE CUSTOMIZED FLOOR PLAN FOR YOUR PROJECT. <br /> N = INTERIOR FINISH SIDE EDGE OF ONE CORNER COLUMN TO THE OUTSIDE EDGE PqY CAREFUL ATTENTION TO WHERE THE DIMENSION LINES Of <br /> 0 = ACCESSORIES OF THE OTHER CORNER COLUMN ON EACH ENDWALL. w <br /> MEASURE. IT MAY MEASURE TO A CENTER OF A COLUMN OR U <br /> TO ONE EDGE OF THE COLUMN OR OPENING. Z Z <br /> DA531 <br /> TITLE BLOCK EXPLANATION R` DA541 o DETAIL o�TO w GROUPS ETC RO DA571 BR1E�F EXPLANATIOONN OF PIAN 1/16 .2 w N 0, <br /> RECOMMENDED LIFTING PRACTICEw<N <br /> Q O <br /> IMPORTANT SAFETY INFORMATION MAKE SURE THE LINES FROM THE ENDS NZ <br /> WARINNG <br /> oOF THE SPREADER BAR "TOEJ,, <br /> ERECTION BRACING SHALL BE INSTALLED TO HOLD DO NOT LIFT AT PEAK ALONE!!EH & � <br /> Z 1 <br /> ACCOMPANYING THIS BUILDING AND THESE ERECTION DRAWINGS IS THE LESTER ERECTION SAFETY INFORMATION PACKET. THE TRUSS TRUE AND PLUMB AND IN SAFE CONDITION �1yf Q r Q <br /> DIRECTIONS ON THE PACKET ENVELOPE OUTLINE SPECIFIC STEPS THAT MUST BE TAKEN BEFORE BUILDING ERECTION BEGINS. UNTIL PERMANENT TRUSS BRACING AND OTHER a w } <br /> PERMANENT COMPONENTS, SUCH AS PURLINS AND/OR rn Lv c Q <br /> THE ERECTION SAFETY INSTRUCTIONS (INCLUDED IN THE PACKET) PROVIDE DETAILED INFORMATION AND INSTRUCTIONS TO SHEATHING, CONTRIBUTING TO THE RIGIDITY a Y r 3 <br /> ASSIST IN SAFE BUILDING ERECTION. OF THE COMPLETE ROOF STRUCTURE ARE IN PLACE. SPREADER BAR <br /> THESE TRUSSES MUST BE SUBSTANTIALLY BRACED ALL ERECTION AND PERMANENT BRACING SHALL BE <br /> COPIES OF THE FOLLOWING WARNING LABELS ARE ALSO INCLUDED IN THE ERECTION SAFETY INFORMATION PACKET AND DURING ERECTION AND BEFORE ANY LOAD (PLYWOOD, COMPLETELY INSTALLED AND ALL COMPONENTS <br /> ON THE ROOF PANELS AND WOOD BUNDLES: ROOFING, ETC.) IS APPLIED. IF IN DOUBT, PERMANENTLY FASTENED INTO PLACE BEFORE THE <br /> CONSULT WITH ARCHITECT OR ENGINEER FOR BRACING APPLICATION OF ANY LOADS EXCEPT THE WEIGHT <br /> DETAILS. OF THE ERECTORS. <br /> DURING THE ENTIRE CONSTRUCTION PERIOD, THE <br /> AWARNING WA R N I N G THE TRUSSES MUST BE LIFTED WITH CARE USING CONTRACTOR SHALL PROVIDE MEANS FOR ADEQUATE U <br /> A STRONG-BACK OR SPREADER BAR TO AVOID DAMAGE DISTRIBUTION OF CONCENTRATED LOADS SO THAT Z <br /> TO TRUSS AND / OR PERSONNEL. THE CARRYING CAPACITY OF ANY TRUSS, AND/OR <br /> OTHER COMPONENT. IS NOT EXCEEDED. Z <br /> PURLINS, GIRTS YOU MAY FALL FROM ROOF APPROXIMATELY 1/z To I o <br /> AND BRACING AND BE KILLED OR SERIOUSLY TAGLINE �2/3 OF TRUSS IENCTH�TRUSS LENCTH� <br /> INJURED. <br /> MEMBERS MAY BREAK U �1 <br /> OD NDER DC202 TEMPORARY BRACING ROOF SYSTEM R04 <br /> YOUR WEDC204 pL60'I <br /> WOWADE RO W WEIGHT CAUSING YOU TO FALL PANELS ARE SLWPERY. <br /> AND BE KILLED OR SERIOUSLY INJURED Ml USE nu ArwEOIION ABBREVIATIONS AND SYMBOLS 4 J <br /> DETAIL LETTER' (L - - CENTERUNE <br /> DIA OR DIAMETER <br /> ANY PANEL CAN COLLAPSE. SF OR - - SQUARE FEET yF <br /> BLDG - - BUILDING MO - - MASON OPENING IM W <br /> OD IID7 S1F1 IN 1018E MI" LF - LINEAR FOOT <br /> 1O NNOT-W S P aN a 3 rM Era a Area DRAWING TITLE BTM - - BOTTOM MSR - - MACHINE STRESS S n <br /> 0o N1f SiV TATNM A R[T a en14 DD. B3 SCALE: 1/2" = V-0" COL - - COLUMN CC CEMENT COATED RATED LUMBER K 'A <br /> IF YOUR WAII(�WOOD <br /> 'S CONC - - CONCRETE MPH - - MILES PER HOUR 1W/1 <br /> STAY WRNIN I FOOT OF TRUSS OR COLUMN. LOOSE PANELS MAY SLIDE OUT ON <br /> USE FALL PROTECTION FROM UNDER YOU OF - - DOUGLAS FIR O.C. - ON CENTER <br /> DG8 - - DIAG. GABLE BRACE OVHD - - OVERHEAD W 'q'> <br /> GET MIO READ"ERECTION SAFETY _ 10 w7 sro Or LOOK POW OR SLEDS PAGE NUMBER - OVHG - - OVERHANG W p <br /> p SYMBOL DESIGNATION m - EXIT LIGHT OPG - - OPENING a FO r <br /> NSTRUCTIONS FROM SUPERNSOR. - - FIRE EXTINGUISHER VI ✓1 <br /> I I P8 - - POLE BARN NAIL C <br /> CUSTOM FBO - N FURNISHED BY OTHERS (RING SHANK) U <br /> �I r DETAIL NAME (NOT BY LESTER BLDG SYS) RD - - ROUGH OPENING � <br /> WOOIJ Member Warning Roof Panel Warning GA—A FIN _ - FOUNDATION PSI - - POUNDS PER SQUARE INCH <br /> THIS SYMBOL DESIGNATION FL - FINISH PSF - - POUNDS PER SQUARE FOOT <br /> INDICATES THE DETAIL N FL - - FLOOROR F _ _ <br /> REFER TO FOR ADDITIONAL Z FT - - FOOT OR FEET IRS0 - - SQUARERING <br /> ( NAIL ) <br /> NOTE. INFORMATION. GAJ O GA - _ GAUGE FINISH OPENING SYP - - SOUTHERN YELLOW PINE <br /> NO PAGE NUMBER IS GIVEN!!! T&G - - TONGUE AND GROOVE N IL <br /> GALV - - GALVANIZED o <br /> IL <br /> THESE WARNINGS AND SAFETY INSTRUCTIONS ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SAFETY TYP - - TYPICAL O <br /> INSTRUCTIONS AND MAY VARY FROM APPLICABLE LAWS AND REGULATIONS. ALL LOCAL, STATE, AND OSHA SAFETY ALL DETAILS ARE ARRANGED IN HDR - - HEADER TRTD - - TREATED LAI z uV <br /> INT - - INTERMEDIATE ti <br /> REGULATIONS MUST BE FOLLOWED AT ALL TIMES. THE ERECTION CONTRACTOR HAS ULTIMATE RESPONSIBILITY FOR ALPHABETICAL AND NUMERIC ORDER INS - - INSULATION VB - - VAPOR HARRIER p v� <br /> WORKER SAFETY AND MUST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. WITHIN THE SET OF STANDARD DETAILS. LB(5) - - POUNDS W,� - _ ,WA,ITH J DOW ? 4 1 <br /> W/O - - WITH OUT m <� <br /> DC007 LEESS'TTER INFORMATION.E"&`LOOCAL CODES ME DC430 DETAIL LETTER ANDD PAGE R 4 DC453 ABBREVIATION�D SYMBOL LEGEND Re. <br />
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