2001-P04186 - accessory structure

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GENERAL SPECIFICATIONS PAGE INDEX REFERENCE 1 _o0. SITE WORK: L E S-7-E 14 c______ 0 1 S4VE8_SyEET THE SITE SHALL BE GRADED TO PROVIDE DRAINAGE AWAY FROM THE BUILDING. MAINTAIN THE GRADE LEVELS DEROYCE MONROE L(` AROUND THE BUILDING FLOOR PLAN. 02 � CONCRETE WORK LESTER PRAIRIE, MN 55354 w ELEV THE CONCRETE WORK SHALL CONSIST OF ALL PH:(320) 395-2531 FAX:FAX: 03 � o o N N-- NEC ESSARY PRECAST OR POUR-IN-PLACE CONCRETE AS 04 f19Q13_PL�lfi `- '�'* PER BUILDING PLANS AND SECTIONS. THE CONCRETE LESTER BUILDING SYSTEM S SHALL MEET A MINIMUM COMPRESSIVE STRENGTH OF 05 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE ,G$OSS_SEGIIO 1 DESIGNED IN ACCORDANCE WITH ACI STANDARDS. -4- A A DIVISION OF BUTLER MANUFACTURING COMPANY O6 ,cgou_su,poya CM PRIMARY FRAMING COMPONENTS — CM TRUSSES- WOOD TRUSSES ARE SHOP/PUNT 0 7 - — y FABRICATED WITH CONNECTOR PLATES PER SPECIFICATIONS AND CONFORM WITH DESIGN CRITERIA -3 ESTABLISHED BY THE TRUSS PLATE INSTITUTE (TPI) AND OWNER: BRIAN KERBER ABBREVIATIONS AND SYMBOLS DETAIL IDENTIFICATION 08 DETAILS. h THE AMERICAN FOREST AND PAPER ASSOCIATION'S 740 ORCHARD PARK RD. ou oR QJ - - DUMETERNE O J AILS. NATIONAL DESIGN SPECIFICATION FOR WOOD (NDS). Q - DC_ DETAILS. w�o BUILDING USE: STORAGE SF OR - SQUARE FEET DRAWING LETTER 10 NLS. o u BUFFERS' RAFTER SIZES AND TYPE ARE SHOWN PER Z USER DEFINED BUILDING DRAWINGS. W CONSTRUCTION TYPE: VN __ COLUMNS' WOOD COLUMNS FOR ROOF, WALL ANDI BWc - - BUILDING 14 - - LINEAR FOOT I D DETAILS NONE 1 1 — FLOOR SUPPORT SHALL BE MULTI-PLY NAIL-LAMINATED BRG - - BEARING MO - - CONRETE OPENING PAGE NUMBER CC - CEMENT COATED RATED LUMBER #1 SOUTHERN YELLOW PINE OR BETTER. EACH PLY OF AREA: 2160 SQ. FT. BTM - - BOTTOM MSR - - MACHINE STRESS 1 arm.s.UPPER AND LOWER PORTIONS (IF REQUIRED) SHALL BE _ COL - - COLUMN NPH - - MILES PER HOUR EACH DETAIL HAS A FIVE DIGIT ALPHA-NUMERIC NAME. _ -_ FACTORY JOINED BY GLUED STRUCTURAL FINGER JOINTS CONC - - CONCRETE DC. - - ON CENTER THERE ARE TWO LETTERS AND A THREE DIGIT NUMBER. BEFORE COLUMN PLIES ARE NAILED TOGETHER. IF ROOF LIVE LOAD 40 PSF of - - DOUGLAS FIR OVHD - - OVERHEAD 13 _ PLACED IN GROUND, LOWER PORTION OF COLUMN FOR DCB - - DIAD. GABLE BRACE OVHc - - OVERHANG e 246 12 INCHES MINIMUM ABOVE GROUND SHALL BE N ROOF DEAD LOAD 5 PSF Q - - EXIT UGHT OPG - - OPENING 1 4- DETAILS FIRE EXTINGUISHER PB - POLE BARN NAIL GROUP DIVISION DETAIL NUMBER I PRESERVATIVE TREATED TO .6PCF RETENTION OF 0 5 PSF FUG - - FURN SHED BY OTHERS (RING SHANK) CHROMATED COPPER ARSENATE (CCA) TYPE C (OXIDE Q CEILING DEAD LOAD RO _ - ROUGH OPENING (NOT BY LESTER BLDG SYS) PSI - POUNDS PER SQUARE INCH THE FIRST LETTER DESIGNATES A BROAD SUBJECT GROUP. o j BASIS). SEE FLOOR PLAN AND CROSS SECTIONS FOR FON - - FOUNDATION PSF - - POUNDS PER SQUARE FOOT THE SECOND LETTER SHOWS A SUBDIVISION WITHIN THE GROUP. V CORRECT SIZES. FIN - - FINISH RS - - RING SHANK ( NAIL ) a I THE THREE DIGIT NUMBER INDICATES A SPECIFIC DETAIL - -- - w WOOD STUDS- ALL STUD FRAMING SHALL BE #2 GRADE Z WIND LOAD 80 MPH FL - - FLOOR(ING) SO _- - SQUARE _ — Yi MINIMUM, PRIMARY FRAMING IS FACTORY CUT TO FT - - FOOT OR FEET S'P - SOUTHERN YELLOW PINE WITHIN THE DIVISION. _ .1 — 3 w f!1 FTG - FOOTING TBG - - TONGUE AND GROOVE LENGTHS REQUIRED. STUDS MAY BE A SINGLE W EXPOSURE B FO - - FINISH OPENING TYP - - TYPICAL GROUP/ GROUP/ — IS 3 c x m PLY/DOUBLE PLY 2X4, 2X6, OR 2X8 MATERIAL. LOCATE 0 - FI FI O 3 F� — 00 D a _ 3000 PSF( SDMED) GA - GAUGE TRH) - - TREATED DIVISION SUBJECT OMSIO SUBJECT LSF��co T`�1--�� 7 L, STUDS AT 16", 24" OR 48 O.C. AS SHOWN ON SOIL BEARING GALV - - GALVANIZED UNO - - UNLESS NOTED OTHERWISE C BUILDING DRAWINGS. NOR - - HEADER VB - - VAPOR BARRIER A FLOOR PUN H BRACNG — L.�---A4,`r REFERENCES UBC 1997 INT - INTERMEDIATE woo - - WINDOW B WALL SECTIONS I EAVE TREATMENT(SIDES&ENDS) — -4- . - SECONDARY FRAMING L INS - - INSULATION W/ - - WITH C ELEVATIONS .1 BoOF FMISH 111 -� m Id C WOOD FRAMING- ALL WOOD FRAMING SHALL BE q2 LB(S) - - POUNDS W/O - - WITH OUT D ENGINEERING INFORMATION K WALK DOORS AND WNDOWS E FOUNDATIONS L SLIDING AND OVERHEAD DOORS 0 L7 G� s -- GRADE MINIMUM. THE SPECIES WILL VARY PER F(A-E) WALL STRUCTURAL FRAMING M EXTERIOR WALL Z LU —Q-1 U e d AVAILABILITY AND PLANT LOCATION. THE SPECIES MAY FN STRUCTURAL HEADERS N INTERIOR FINISH d UJ Cn FA" _ p F(J-N) WNL OPENING FRAYING 0 ACCESSORIES — z '-' -=.-�-^V Q BE #2 MC-19 DOUG FIR LARCH UNLESS SPECIFICALLY Q IMPORTANT SAFETY INFORMATION G TRUSS PROOF SUPPORT)AMING ['C Z ► w -- NOTED OTHERWISE ON BUILDING DRAWINGS. q - Y HEADERS- HEADER SIZES AND TYPE ARE SHOWN PER ALL DETAILS ARE ARRANGED IN ALPHABETICAL AND NUMERIC ORDER — 0 1 � 1 « - NC 1 BUILDING DRAWINGS. ACCOMPANYING THIS BUILDING AND THESE ERECTION DRAWINGS IS THE LESTER ERECTION SAFETY INFORMATION PACKET.DIRECTIONS ON THE PACKET ENVLOPE WITHIN THE STRUCTURAL & NON STRUCTURAL DETAIL SETS. — FS. t P) .0 ro ZS UI 1J a PANELS OUTLINE SPECIFIC STEPS THAT MUST BE TAKEN BEFORE BUILDING ERECTION BEGINS. NO PAGE NUMBER IS GIVENIII �y�I +�IJ- `� OJ ROOF AND WALL PANELS: METAL ROOF AND WALL THE ERECTION SAFETY INSTRUCTIONS (INCLUDED IN THE PACKET) PROVIDE DETAILED INFORMATION AND INSTRUCTIONS TO ASSIST IN SAFE BUILDING ERECTION. (• ^) c. y L PANELS. IF SHOWN ON DRAWING. SHALL BE LESTER SYMBOL DESIGNATION — i c 1- M 29 GA. (NOMINAL) UNI-RIB. THE PRIMARY RIBS ARE COPIES OF THE FOLLOWING WARRANT LABELS ARE ALSO INCLUDED IN THE ERECTION SAFETY INFOfLMATION PACKET AHD ON THE ROOF PANELS AND WOOD BUNDLES: — ^▪ to. ) 0 y;w k ' 1 THE FOLLOWING SYMBOL DESIGNATIONS INDICATE$ THE SLA .��._ n_� (/L_ — W Z O Z L1 7/8" HIGH SPACED 12" O.C. WITH A 36" WIDE PANEL. DETAIL TO REFER TO FOR ADDITIONAL INFORMATION. ' _ � THERE ARE 3 LOW RIBS BETWEEN THE PRIMARY RIBS — ~ LD O U AT 3" O.C. FOR ADDITIONAL STIFFENING. THE UNI-RIB \ J, /WARNING /\WARNING - � � � �� `�'� - � �"� PANEL IS MANUFACTURED TO ANSI/ASTM SPECS, WITH AN CUSTOM DETAIL GA—A T' 7 IP • c.-i (_-. s — YOU MAY FALL FRO'1 ROOF @r Eli +1 .7F,"IT 80,000 PSI MIN. YIELD POINT AND 82,000 PSI MIN. PURLINS, GIRTS AND BE KILLED OR SERIOUSLY ▪ Q > 0� TENSILE STRENGTH. SEE BUILDING DRAWINGS AND/OR AND BRACING INJURED. — ORDER FORM FOR SPECIFIC TYPE OF FINISH REQUIRED. -Eg :1 N1 4 .V....Z •�� NM STRUCTURAL DETAIL GA310 — U ~ ,I0 I INER PANEL: LINER PANEL. FOR INTERIOR USE ONLY. row.Don u+n1lc WXI 10 FAA W[n rweu Aa WOK IF SHOWN ON DRAWINGS, SHALL BE LESTER 30 GA. D1O'E.UmO.w.UInTMM.. It '."""'�'"' (NOMINAL) UNI-RIB, THE PRIMARY RIBS ARE 7/8" HIGH 4345 — ,•_ C=7 ell m(� N SPACED 12" O.C. WITH A 36" WIDE PANEL. THERE ARE ii — ` m YW rAIIu C.1 IOUArL NON-STRUCTURAL DETAIL --(GA310 3 LOW RIBS BETWEEN THE PRIMARY RIBS AT 3" O.C. � � OD NM IRVIN�'^� N �j a~ g�F FOR ADDITIONAL STIFFENING. THE UNI-RIB PANEL IS o,v ""e".00. ` 1 / Z ¢mn vp ma me. — W O•_ MANUFACTURED TO ANSI/ASTM SPECS, WITH AN 80,000 •.w muST WX ON.000 MAIM vs �/ w �a III. a'NlJ PSI MIN. YIELD POINT AND 82,000 PSI MIN. TENSILE Ma MIMI 11001 H'MUSS OI ABI . LOOSE MOMS Mr as OUT — — O Q x STRENGTH. SEE BUILDING DRAWINGS FOR SPECIFIC r«C OM FALr.OMCBo.. ^O1A0O1 0 - 4['«s1BY�cna iMMr- !ws•,,•m,•�,•IMO Z Q' LOCATION(S) REQUIRED • -- — w Z a U EN m OIHEB Wood Member Warning Roof Panel Warning W METAL CONNECTORS- ALL LIGHT GAUGE METAL i ce NOTE: ll1�L,. CONNECTORS ARE GALVANIZED STEEL TO MEET OR k� O.7 J EXCEED REQUIRED DESIGN STANDARDS. THESE WARNINGS AND SAFETY INSTRUCTIONS ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SAFETY INSTRUCTIONS!'HD MAY VARY FROM APPLICABLE I HEREBY CERTIFY THAT THIS PLAN, 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 REVISIONS RESPONSIBIUTY FOR WORKER SAFETY AND MUST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. SPECIFICATION, OR REPORT WAS PREPARED BE PLACED A MINIMUM OF 6 INCHES ABOVE FINISHED GRADE UNLESS SPECIFICALLY SHOWN HIGHER ON CROSS IMPORTANT NOTICE TO BUILDERS... SWM. PAGE DATE DESCRIPTION BY BY ME OR UNDER MY DIRECT SUPERVISION o sECTIDN(s). DIAPHRAGM DESIGN AND THAT I AM A DULY LICENSED W W DRAWINGSASTENGRS: ALL FASTENERS SHALL BE PER BUILDING PROFESSIONAL ENGINEER UNDER THE LAWS 5 in 2.... AND DETAILS. INFORMATION MEMBERS WITH IDENTIGL LENGTTTS IAAY HAVE DIFFEREM ENO USES AND OF THE STATE OF MINNESOTA. NOTES THE BUILDING IS DESIGNED USING THE ROOF ASA MAT BE OF DIFFERENT SPECIES. i W n SEE BUILDING DRAWINGS FOR OTHER SPECIFIC MATERIALS REQUIRED FOR SPECIFIC JOB THAT MAY NOT DIAPHRAGM (DEEP THIN BEAM) TO TRANSFER SIDEWALL o BE INDICATED WITHIN THIS SECTION. ENDWALL, AND ROOF LOADS TO THE SHEAR WALLS WHICH TO HELP INSURE THE CORRECT LENGTH AND SPECIES OF LUMBER IS USED JOHN DIERAUER N ^ THEN CARRY THE LOADS TO THE FOUNDATION. STEEL PANELS IN ITS INTENDED APPLICATION A COLOR CODE SYSIEM HAS BEEN ESTABLISHED. U ARE AN INTEGRAL PART OF THE BUILDING STRUCTURE AND THIS APPLIES TO FACTORY CUT PURLINS-ARTS ANY FUTURE FIELD MODIFICATIONS OF LESTER STEEL PANELS BOTTOM CHOBD9RACE5 AND EAVE HAILERS oNIYI - MAY BE DETRIMENTAL TO THE BUILDING'S STRUCTURAL PERFORMANCE. BUILDING DESIGN IS BASED ON THE NUMBER, sl. OA SIZE AND LOCATION OF OPENINGS ON THE DRAWINGS. ALL RED GIRTS WILL RAVE THE ENDS PAINTED BED CO LESTERS ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL ` -.. INTEGRITY OF THE BUILDING IF ADDITIONAL OPENINGS, NOT BLACK SHOWN ON THE DRAWINGS OR CHANGES IN LOCATION OR ALL ROOF PURUNS WILL HAVE THE ENDS PAINTED M.AQS 4. 10-' 001 0 � r'y SIZE OF OPENINGS ARE UNDERTAKEN WITHOUT WRITTEN BROWN DATE LICENSE /1442'• J PERMISSION FROM A LESTER REPRESENTATIVE. ALL BOTTOM CHORD BRACES WILL NAVE THE ENDS PANTED PBQIty L,�� 1 i. BLUE JOHN DIERAUER MINNESOTA ENG $TAMP `P4 V co ..`' ALL EAVE NAlERS WILL HAVE THE ENDS PANTED JUL DAD 06 FULL I 4.j I