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GENERAL SPECIFICATIONS ,
<br /> ORONOc 1.7.,, .
<br /> SITE WORK:
<br /> PAGE INDEX REFERENCE yo a
<br /> 'N THE SITE SHALL BE GRADED TO PROVIDE DRAINAGE
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<br /> AWAY FROM THE BUILDING. MAINTAIN THE GRADE LEVELS Lester Buildings, LLC. 01 -BLDER--PEGI — — — — ,�`' 4B'B— I
<br /> BLDG SPECIFICATIONS o w
<br /> AROUND THE BUILDING FLOOR PLAN. Territory Manager: LANI DRISCOLL 02 _FLgQR_PLAN_ — — — —AP_L7491 fi— _ i
<br /> CONCRETE WORK Phone: 507-665-2720 Mobile: 612-756-1395 COLOR CHARD Cd
<br /> THE CONCRETE WORK SHALL CONSIST OF ALL Z —glp� 6F�ECTJot — — QI(1)¢91� — - Q o „---
<br /> NECESSARY PRECAST OR POUR-IN-PLACE CONCRETE AS E-Mail: Idriscoll®lesterbuildings.com 03 SIDEWALL AND RAFTER
<br /> PER BUILDING PLANS AND SECTIONS. THE CONCRETE41/I -ENOWALLSE�➢oy— — —g�143_16— — —
<br /> SHALL MEET A MINIMUM COMPRESSIVE STRENGTH OF Project Manager: JEFF ZELM Extension: 5266 04 ENDWALL FRAMING
<br /> 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE
<br /> DESIGNED IN ACCORDANCE WITH ACI STANDARDS. E—Mail:jZelm@lesterbuildings.COm 05 STBNPA3Q QUAILS_
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<br /> LESTEIII BUILDINGS
<br /> PRIMARY FRAMING COMPONENTS —ST�p9gp QQAILS_
<br /> TRUSSES. WOOD TRUSSES ARE SHOP/PLANT 06 w
<br /> FABRICATED WITH CONNECTOR PLATES PER
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<br /> SPECIFICATIONS AND CONFORM WITH DESIGN CRITERIA 0 o
<br /> ESTABUSHED BY THE TRUSS PLATE INSTITUTE (TPI) AND OWNER: WAYZATA COUNTRY CLUB ABBREVIATIONS AND SYMBOLS DETAIL IDENTIFICATION
<br /> THE AMERICAN FOREST AND PAPER ASSOCIATION'S
<br /> NATIONAL DESIGN SPECIFICATION FOR WOOD (NDS). J WAYZATA, MN 55391 G - - ' ' o
<br /> DC_ DETAILS. ( ) k - - DIAMETER --.t.`6, z
<br /> RAFTERS; RAFTER SIZES AND TYPE ARE SHOWN PER W BUILDING USE: S 1 ow OR DRAWING LETTER CITY .�.•, ^*
<br /> BUILDING DRAWINGS. z SF OR ,f - - SQUARE FEET OF O�'. o ,y
<br /> W CONSTRUCTION TYPE: V B USER DEFINED BUILDING P. R1^."-;-t F,. v
<br /> COLUMNS- U
<br /> WOOD COLUMNS FOR ROOF, WALL AND BLDG - - BUILDING LF - - LINEAR FOOT
<br /> FLOOR SUPPORT SHALL BE MULTI-PLY NAIL-LAMINATED 2400 SQ FT EXISTING ERG - - BEARING MO - - MASON OPENING ID SCALE: NONE INSPECTOR
<br /> /f 1 SOUTHERN YELLOW PINE OR BETTER. EACH PLY OF AREA: BOO SQ FT ADDITION BTM — — BOTTOM MSR - - MACHINE STRESS PAGE NUMBER
<br /> UPPER AND LOWER PORTIONS (IF REQUIRED) SHALL BE cc - - CEMENT COATEDCOL - - COLUMN RATED LUMBER OA'E___/i10.1_1_,O�
<br /> FACTORY JOINED BY GLUED STRUCTURAL FINGER JOINTS CONC - - CONCRETE MPH - - MILES PER HOUR EACH DETAIL HAS A AVE DIGIT ALPHA-NUMERIC NAME. PET , .� - - f°-.
<br /> BEFORE COLUMN PLIES ARE NAILED TOGETHER. IF 50 PSF DF -- DOUGLAS FIR O.C. - - ON CENTER THERE ARE TWO LETTERS AND A THREE DIGIT NUMBER. '�• �' !
<br /> ROOF LIVE LOADOVHD - - OVERHEAD r'
<br /> PLACED IN GROUND, LOWER PORTION OF COLUMN FOR OGB - - DIAG. GABLE BRAN OVHG - - OVERHANG 'nnI CI AP.I_- I v
<br /> 12 INCHES MINIMUM ABOVE GROUND SHALL BE V1 ROOF DEAD LOAD 4 PSF m - - EXIT LIGHT OPG - - OPENING f u u 216
<br /> PRESERVATIVE TREATED TO .6PCF RETENTION OF CI ® - - FIRE EXTINGUISHER PB - - POLE BARN NAIL
<br /> CHROMATED COPPER ARSENATE (CCA) TYPE C (OXIDE < CEILING DEAD LOAD 5 PSF MO - - FURNISHED BY CTHERS (RING SHANK) GROUP DIVISION DETAIL NUMBER IJ !E
<br /> RO - - ROUGH OPENING ';',:.BASIS). SEE FLOOR PLAN AND CROSS SECTIONS FOR _I / (NOT BY LESTER Buy:SYS) PSI - _ pOUN D PER SQUARE INCH THE FIRST LETTER DESIGNATES A BROAD SUBJECT GROUP. iCORRECT SIZES. FLOOR DEAD LOADN A PSF FDN - - FOUNDATION Ini� o FIN _ _ PSF - - POUNDS PER SQUARE FOOT THE SECOND LETTER SHOWS A SUBDIVISION WITHIN THE GROUP. '‘E-:'::::h117:::.:.11'1-/-y:'1\-.-t.
<br /> •�WOOD STUDS- ALL STUD FRAMING SHALL BE #2 GRADE Z 90 MPH FL - - FLORNING RS - - RING SHANK ( NAIL) 7:14'
<br /> C9 WIND LOADFT -- FOOT oR )FEET 50 - - sOUARE THE THREE DIGIT NUMBER INDICATES A SPECIFIC DETAILMINIMUM, PRIMARY FRAMING IS FACTORY CUT TO SYP - - SOUTHERN YELLOW PINE WITHIN THE DMSION. C r- , _`• W
<br /> LENGTHS REQUIRED. STUDS MAY BE A SINGLE W EXPOSURE B FIG - - FOOTING TAG - - TONGUE AND GROOVE i�tr✓ �l,L� L L.r;f ScT'J(v BITE AT ALL (;,,,,_B A
<br /> PLY/DOUBLE PLY 2X4, 2X6, OR 2X8 MATERIAL. LOCATE Q FO - - FINISH OPENING TYP - - TYPICAL
<br /> STUDS AT 16", 24" OR 48" O.C. AS SHOWN ON SOIL BEARING 2000 PSF(PREsuMEO) - - GAUGEVAN TRTD - - TREATED f° d0
<br /> BUILDING DRAWINGS. GALV - - GALVANIZED LINO - - UNLESS NOTED OTHERWISE GROUP SUBJECT
<br /> SECONDARY FRAMING REFERENCES IBC - 2000 IHNDTR — — INTERMEDIATE ADER WOO - - WINDOBARRIER ?jr
<br /> WOOD FRAMING: ALL WOOD FRAMING SHALL BE #2 INS - - INSULATION W/ - - WITH A =WALL TIPLAN
<br /> LB(S) - - POUNDS W/O - - WITH OUT B =WALL SECTIONS
<br /> GRADE MINIMUM. THE SPECIES WILL VARY PER C =COLUMN / TRUSS LAYOUT
<br /> AVAILABILITY AND PLANT LOCATION. THE SPECIES MAY D =ENGINEERRRIIING INFORMATION
<br /> E =FOUNDATIONS
<br /> BE #2 MC-19 DOUG FIR LARCH UNLESS SPECIFICALLYF =WALL STRUCTURAL FRAMING
<br /> NOTED OTHERWISE ON BUILDING DRAWINGS. IMPORTANT SAFETY INFORMATION F =STRUCTURAL HEADERS
<br /> F =WALL OPENING FRAMING 7
<br /> HEADERS' HEADER SIZES AND TYPE ARE SHOWN PER G =TRUSS
<br /> USS ROOF SUPPORT) C
<br /> BUILDING DRAWINGS. ACCOMPANYING THIS BUILDING AND THESE ERECTION DRAWINGS IS THE LESTER ERECTION SAFETY INFORMATION PACKET.DIRECTIONS ON THE PACKET ENVELOPE I =EAVE TREATMENTSIDES & ENDSto
<br /> PANELS: OUTLINE SPECIFIC STEPS THAT MUST BE TAKEN BEFORE BUILDING ERECTION BEGINS. J =ROOF FINISH ( ) �' 10
<br /> K =WALK DOORS AND WINDOWS c
<br /> ROOF AND WALL PANELS: METAL ROOF AND WALL THE ERECTION SAFETY INSTRUCTIONS (INCLUDED IN THE PACKET) PROVIDE DETAILED INFRMATION AND INSTRUCTK N5 TO ASSIST IN SAFE BUILDING ERECTION. L =SLIDING AND OVERHEAD DOORS -Z
<br /> PANELS, IF SHOWN ON THE DRAWING, SHALL BE M =EXTERIOR WALL FINISH L.3 m
<br /> WHEELING 29 GA. (NOMINAL) CENTURY DRAIN. THE COPIES OF THE FOLLOWING WARNING LABELS ARE ALSO INCLUDED IN THE ERECTION SAFETY INFORMATION PACKET AND ON THE ROOF PANELS AND WOOD BUNDLES: N =INTERIOR FINISH
<br /> 0 =ACCESSORIES
<br /> PRIMARY RIBS ARE 7/8" HIGH SPACED 9" O.C. WITH A O 0no
<br /> 36" WIDE PANEL. THERE ARE 3 LOW RIBS BETWEEN i N N
<br /> THE PRIMARY RIBS AT 3" O.C. FOR ADDITIONAL WARNING /�WA R N I N G C N Q 0
<br /> ALL DETAILS ARE ARRANGED IN ALPHABETICAL AND NUMERIC ORDER u 3 ON 3
<br /> STIFFENING. THE UNI-RIB PANEL IS MANUFACTURED TO WITHIN THE STRUCTURAL& NON STRUCTURAL DETAIL SETS.
<br /> AISI/ASTM SPECS, WITH AN 80,000 PSI MIN. YIELD PURLINS, GIRTS YOU MAY FALL FROM ROOF
<br /> POINT AND 82,000 PSI MIN. TENSILE STRENGTH. SEE AND BRACING AND BE KILLED OR SERIOUSLY NO PAGE NUMBER IS GIVEN!!!
<br /> BUILDBUILDING DRAWINGS AND/OR ORDER FORM FOR INJURED, I hereby certify�Qthat this p �l�pi.
<br /> ING TYPE OF FINISH REQUIRED. "ODD MEMBERS A1Y MAK 1110E^ SYMBOL DESIGNATION i't
<br /> YOUR WaifCAUSING YOU TO TALL ✓,-, PANELS SLF-'Y. cation,or 1'e rt Wag rN A
<br /> LINER PANEL LINER PANEL, INTERIOR USE ONLY, IF °N0 N�OR SERIOUSLY 7lLe�f „E a under mydirect au rV ion and the
<br /> THE FOLLOWING SYMBOL DESIGNATIONS INDICATES THE
<br /> SHOWN ON DRAWINGS, SHALL BE LESTER 30 GA.
<br /> � DETAIL TO REFER TO FOR ADDITIONAL INFORMATION. am a dui Resist A ' t M
<br /> (NOMINAL), THE PRIMARY RIBS ARE SPACED 12" O.C. under
<br /> WITH A 36" WIDE PANEL. THE PANEL IS MANUFACTURED ANY rwEL CAN...ME.WNW IIIT1 COI IiWS /7 a tate of M ta,
<br /> TO ANSI/ASTM SPECS, WITH AN 80,000 PSI MIN. YIELD O Q '°6C�"�`
<br /> "'� � CUSTOM DETAIL GA-A °Z
<br /> POINT AND 82,000 PSI MIN. TENSILE STRENGTH. SEE a MUSTIt woad Ka/031>...,. \ 9 t 9 -u, N Ln
<br /> BUILDING DRAWINGS FOR SPECIFIC LOCATION(S) STAY RTRNN 1 FOOT OF TRUSS OR MURK SLIDE OUT
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<br /> GET IEIO`"`�%[�'fIG 1Y tilIMON IIIICER wDie'r..a,M fVm Date: i�`'r • _!! '¢•L
<br /> REQUIRED _,,.� STANDARD DETAIL GA310 Non No.X21238 — •
<br /> •o INSTRUCTIONS'FROM SIRERN502 m for m a m N a
<br /> OTHER Wood Member Warning Roof Panel Warning
<br /> METAL CONNECTORS: ALL LIGHT GAUGE METAL w ''
<br /> CONNECTORS ARE GALVANIZED STEEL TO MEET OR NOTE: y -
<br /> EXCEED REQUIRED DESIGN STANDARDS. THESE WARNINGS AND SAFETY INSTRUCTIONS ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SAFETY INSTRUCTIONS AND MAY VARY FROM APPLICABLE
<br /> - q _I.-J
<br /> WOOD' ALL NON PRESERVATIVE TREATED WOOD SHALL LAWS AND REGULATIONS.ALL LOCAL, STATE,AND OSHA SAFETY REGULATIONS MUST BE FOLLOWED AT ALL TIMES.THE ERECTION CONTRACTOR HAS ULTIMATE I HEREBY CERTIFY THAT THIS PLAN,
<br /> RESPONSIBIUTY FOR WORKER SAFETY AND MUST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. REVISIONS SPECIFICATION, OR REPORT WAS PREPARED
<br /> PLACED A MINIMUM PRE OF 6 INCHES ABOVE FINISHED
<br /> GRADE UNLESS SPECIFICALLY SHOWN HIGHER ON CROSS IMPORTANT NOTICE TO BUILDERS... sYM. PAGE DATE DESCRIPTION BY BY ME OR UNDER MY DIRECT SUPERVISION o
<br /> FT DIAPHRAGM DESIGN AND THAT I AM A DULY LICENSED
<br /> FASTENERS'
<br /> ALL FASTENERS SHALL BE PER BUILDING EE w
<br /> DRAWINGS AND DETAILS. INFORMATION PROFESSIONAL ENGINEER UNDER THE LAWS m w N
<br /> NOTES' MEMBERS WITH IDENTICAL LENGTHS MAY HAVE DIFFERENT END USES AND OF THE STATE OF MINNESOTA.
<br /> SEE BUILDING DRAWINGS FOR OTHER SPECIFIC THE BUILDING IS DESIGNED USING THE ROOF AS A MAY BE OF DIFFERENT SPECIES. z n
<br /> MATERIALS REQUIRED FOR SPECIFIC JOB THAT MAY NOT DIAPHRAGM (DEEP THIN BEAM) TO TRANSFER SIDEWALL Q 2 I
<br /> BE INDICATED WITHIN THIS SECTION. ENDWALL, AND ROOF LOADS TO THE SHEAR WALLS WHICH TO HELP INSURE THE CORREC.,LENGTH AND SPECIES OF LUMBER IS USED JO DIERAUE'
<br /> a O N
<br /> M
<br /> THEN CARRY THE LOADS TO THE FOUNDATION. STEEL PANELS IN ITS INTENDED APPLICATION A COLOR CODE SYSTEM HAS BEEN ESTABLISHED. ' v
<br /> ARE AN INTEGRAL PART OF THE BUILDING STRUCTURE AND 9
<br /> ANY FUTURE FIELD MODIFICATIONS OF LESTER STEEL PANELS THIS ADPLIES_'0 FACTORY CUT PURLINS. GISTS ,
<br /> MAY BE DETRIMENTAL TO THE BUILDING'S STRUCTURAL BOTTOM CHORC BRACES AND EAVE MAILERS ONLYL
<br /> PERFORMANCE. BUILDING DESIGN IS BASED ON THE NUMBER, RED w
<br /> SIZE AND LOCATION OF OPENINGS ON THE DRAWINGS. u
<br /> STANDARD WALL GIRTS WILL HAVE THE ENDS PAINTED RED
<br /> LESTERS ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL :
<br /> INTEGRITY OF THE BUILDING IF ADDITIONAL OPENINGS, NOT BLACK
<br /> DA 0 ci I17 /p ti a
<br /> SHOWN ON THE DRAWINGS OR CHANGES IN LOCATION OR STANDARD ROOF PURUNS WILL HAVE THE ENDS PANTED MACKLICENSE #14426
<br /> SIZE OF OPENINGS ARE UNDERTAKEN WITHOUT WRITTEN BROWN m
<br /> - PERMISSION FROM A LESTER ENGINEERING REPRESENTATIVE. STANDARD BOTTOM CHORD BRACES WILL HAVE THE ENDS PAINTED BROWN
<br /> BLUE
<br /> Cti6t
<br /> STANDARD EAVE NAILEP:,WILL HAVE THE ENDS PANTED BLUE DA006 JOHN DIEERAL ER MINNESOTA ENG STAMP 384 w
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