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HomeMy WebLinkAbout2004-P08011 - accessory structure PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 P08011 Crystal Bay, Minnesota 55323 Permit Type: Accessory Structures (952) 249-4600 Date Issued: 10/13/2004 SITE ADDRESS: 200 Wayzata Blvd W Wayzata,MN 55391 PID: 36-118-23-43-0001 DESCRIPTION: Proposed Use: Other Census Code Permit Class: Building Permit Type: Accessory Structures Permit Sub-type(s): Accessory Structure DETAILS: Approved per resolution#: Separate permits required: Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 377.25 Valuation: $ 23,932.00 Plan Review Fee: $ 245.18 State Surcharge Fee: $ 12.50 TOTAL FEE: $ 634.93 APPLICANT: Lester Buildings,Inc. OWNER: Wayzata Country Club 1111 Second Ave. S. 200 Wayzata Blvd W. Lester Prairie,MN 55354 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. UkAi) C rzec APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Signitures Required). 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 ResoLwf-ions 740 be- 1<1 4 Total Fee: $ 1" Date Received: 9-Z1-69 V Entered By: Permit#: ADBO// CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS:430 ., , �._.. - ,.� Wa yr, ZIP: 5 5361( l Will this be a 'arade of Homes,Remodelers Showcase Home or other Display Home? ❑ Yes 1:/ No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non permitted events will not be allowed. NAME OF OWNER: ala yea C,l1U -frt( (',lt t,h PHONE: (home)q 2-47;-1455 (work) MAILING ADDRESS:?0:6n 151 CITY: INariI ZIP: 6 'l I CONTRACTOR: L.c546,, t..�.+,i 1,1 i LA6,h I It c.. PHONE: 32.6-395-253 CONTACT PERSON: La k; Q ri 5[o Ik MOBILE/PAGER: L1/2-•'15(t-15 MAILING ADDRESS: )(1( 56041,4 tnt 4u.t. 5_ CITY:I,.446, 'Pray r ZIP: 5 5354 STATE LICENSE: # P)G-401 o EXPIRATION DATE: ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGIS"RATION: # TYPE OF WORK: New Addition Accessory Structure Move Home Remodel/Alteration PROPOSED WORK(describe in detail): 3.t_t 4 -*-64.( u... STORIES: SQ.FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED_ ESTIMATED CONSTRUCTION VALUATION(excluding land): $ I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be in accordance with the approved plan. - APPLICANT'S SIGNATURE: I1 J OVtil DATE: I30 b 31 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: o 2_0C y Z-.4-0)11- of3C,V d PID: DESCRIPTION OF WORK: /444,nac-0 ZONING REVIEW BY: DATE APPROVED: /o-S-o Y BUILDING REVIEW B :),9 _ DATE APPROVED: t o -6 -6i FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes I/. No PLAN REVIEW Yes i- No SEWER CONNECTION STATE SURCHARGE Yes !/ No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITE INSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: ,le-/B Fire Department: Post Office: School District: Lot Area: Sq.ft. Acres Width /coo 0 Depth Survey Submitted: Yes DC No Date of Survey: r),..r- pat 6 .i o •of f Proposed Setbacks: Front (Lake): td OP -4- Right Side: C v c-c 1-1^-, Sb Rear (Street): 0 • Left Side: 0„41, Adjacent Structures: - Wetland: -- Building Height: Def. Hgt. 0 . k. Peak Hgt. Lot Coverage: AJ I /1 Grading: Staff Approval Date: — By: Council Approval Date: Septic: Staff Approval Date: By: Zoning File: # --of-3 0 3 7 Resolution: # Resolution Date: 6'2 3- 0Y Shoreland District: N c7 Avg.Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS(in house): • 32 BUILDING REVIEW CHECK LIST UBC: 5- I CONSTRUCTION TYPE: V ( Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ 2 3,(i 3 Z..0a Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection ) Footing Septic Sewer Connection pC Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) p( Final Grading/Filling p< Electrical (State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 33 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd.1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual.An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b) whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data.This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible.If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete.An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S.13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve,some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. W aAI -/.1,41k. (Anklet kY\k (,1w19 First Middle Last 4'M t6\A La4t_ Address 0 Way 014k1 S3'1 I g52 14/3-116/S5 City State Zip Phone I understand my rights as stated above. S afore 32 ii7, 1 11v. 1 : tw t 6:k : sttrr 0 .....„ , 1 F , . Date;10-8-04 Plan Review Notes Address; 430 Old Long Lake Road Project; Addition to maintenance building Architect; Paul Janich Contractor; Lester buildings Owner; Wayzata Country Club Plan reviewer; Lyle Oman Occupancy Classification; S-1 Construction type; VB Location on property; O.K. Allowable floor area; 9,000 sq. ft. allowed -3516 total proposed Height, 1 story allowed -1 story proposed Exiting; Occupant load -1110 divided by 200 = 5 occupants Exits- 1 required - 1 proposed Travel distance- less than 100 feet required- less than 100 feet proposed Requirements based on occupancy; Floors shall be of concrete or similar nonabsorbent and noncombustible material Proposed cold storage only, no ventilation required DATE TIME CITY OF ORONO CALLED IN INSPECTION NO-WE - SCHEDULED 3-,3)-O .UO PERMIT NO. U COMPLETED j ADDRESS c� jld-q z - 6/ Uc.P' OWNER / l CONTR. 93neln i ' TELEPHONE NO. (-��0� � e( - 5-99 DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL cL OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: cc a (2) OATS 0/z (S S6 579-)25 cc 0 cc 14.O W cc Q W W cc �ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ❑CORRECT WORK R PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 00 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContrar. ��J e: Inspecto , White Copy/Inspector's File Canary Copy/Site Notice I D E TIME CITY OF ORONO CALLED IN INSPECTION N (I SCHEDULED PERMIT NO. ,COMPLETED ADDRESSC! ) LUt' ( C (C1J OWNER ll CONTR. r r� TELEPHONE NO. —8Ct�— SC• •TION y t44 1 FOOTIN 11 MECHANICAL 18 EXCAV/GRADING/FILLING .'- -1.MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION C 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc W Q. O CC O LL W CC toW W CC d W2 WORK SATISFACTORY:PROCEED LI PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. LI PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED El STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaII for the nex inspection 24 hours in advance. (952) 249-4600 Owner/Con t : Inspector. White Copy/Inspector's File Canary Copy/Site Notice GENERAL SPECIFICATIONS , ORONOc 1.7.,, . SITE WORK: PAGE INDEX REFERENCE yo a 'N THE SITE SHALL BE GRADED TO PROVIDE DRAINAGE (NI lammoom AWAY FROM THE BUILDING. MAINTAIN THE GRADE LEVELS Lester Buildings, LLC. 01 -BLDER--PEGI — — — — ,�`' 4B'B— I BLDG SPECIFICATIONS o w AROUND THE BUILDING FLOOR PLAN. Territory Manager: LANI DRISCOLL 02 _FLgQR_PLAN_ — — — —AP_L7491 fi— _ i CONCRETE WORK Phone: 507-665-2720 Mobile: 612-756-1395 COLOR CHARD Cd THE CONCRETE WORK SHALL CONSIST OF ALL Z —glp� 6F�ECTJot — — QI(1)¢91� — - Q o „--- NECESSARY PRECAST OR POUR-IN-PLACE CONCRETE AS E-Mail: Idriscoll®lesterbuildings.com 03 SIDEWALL AND RAFTER PER BUILDING PLANS AND SECTIONS. THE CONCRETE41/I -ENOWALLSE�➢oy— — —g�143_16— — — SHALL MEET A MINIMUM COMPRESSIVE STRENGTH OF Project Manager: JEFF ZELM Extension: 5266 04 ENDWALL FRAMING 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE DESIGNED IN ACCORDANCE WITH ACI STANDARDS. E—Mail:jZelm@lesterbuildings.COm 05 STBNPA3Q QUAILS_ (V LESTEIII BUILDINGS PRIMARY FRAMING COMPONENTS —ST�p9gp QQAILS_ TRUSSES. WOOD TRUSSES ARE SHOP/PLANT 06 w FABRICATED WITH CONNECTOR PLATES PER 2 SPECIFICATIONS AND CONFORM WITH DESIGN CRITERIA 0 o ESTABUSHED BY THE TRUSS PLATE INSTITUTE (TPI) AND OWNER: WAYZATA COUNTRY CLUB ABBREVIATIONS AND SYMBOLS DETAIL IDENTIFICATION THE AMERICAN FOREST AND PAPER ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD (NDS). J WAYZATA, MN 55391 G - - ' ' o DC_ DETAILS. ( ) k - - DIAMETER --.t.`6, z RAFTERS; RAFTER SIZES AND TYPE ARE SHOWN PER W BUILDING USE: S 1 ow OR DRAWING LETTER CITY .�.•, ^* BUILDING DRAWINGS. z SF OR ,f - - SQUARE FEET OF O�'. o ,y W CONSTRUCTION TYPE: V B USER DEFINED BUILDING P. R1^."-;-t F,. v COLUMNS- U WOOD COLUMNS FOR ROOF, WALL AND BLDG - - BUILDING LF - - LINEAR FOOT FLOOR SUPPORT SHALL BE MULTI-PLY NAIL-LAMINATED 2400 SQ FT EXISTING ERG - - BEARING MO - - MASON OPENING ID SCALE: NONE INSPECTOR /f 1 SOUTHERN YELLOW PINE OR BETTER. EACH PLY OF AREA: BOO SQ FT ADDITION BTM — — BOTTOM MSR - - MACHINE STRESS PAGE NUMBER UPPER AND LOWER PORTIONS (IF REQUIRED) SHALL BE cc - - CEMENT COATEDCOL - - COLUMN RATED LUMBER OA'E___/i10.1_1_,O� FACTORY JOINED BY GLUED STRUCTURAL FINGER JOINTS CONC - - CONCRETE MPH - - MILES PER HOUR EACH DETAIL HAS A AVE DIGIT ALPHA-NUMERIC NAME. PET , .� - - f°-. 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. '�• �' ! ROOF LIVE LOADOVHD - - OVERHEAD r' PLACED IN GROUND, LOWER PORTION OF COLUMN FOR OGB - - DIAG. GABLE BRAN OVHG - - OVERHANG 'nnI CI AP.I_- I v 12 INCHES MINIMUM ABOVE GROUND SHALL BE V1 ROOF DEAD LOAD 4 PSF m - - EXIT LIGHT OPG - - OPENING f u u 216 PRESERVATIVE TREATED TO .6PCF RETENTION OF CI ® - - FIRE EXTINGUISHER PB - - POLE BARN NAIL CHROMATED COPPER ARSENATE (CCA) TYPE C (OXIDE < CEILING DEAD LOAD 5 PSF MO - - FURNISHED BY CTHERS (RING SHANK) GROUP DIVISION DETAIL NUMBER IJ !E 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. •�WOOD STUDS- ALL STUD FRAMING SHALL BE #2 GRADE Z 90 MPH FL - - FLORNING RS - - RING SHANK ( NAIL) 7:14' 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 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 PLY/DOUBLE PLY 2X4, 2X6, OR 2X8 MATERIAL. LOCATE Q FO - - FINISH OPENING TYP - - TYPICAL STUDS AT 16", 24" OR 48" O.C. AS SHOWN ON SOIL BEARING 2000 PSF(PREsuMEO) - - GAUGEVAN TRTD - - TREATED f° d0 BUILDING DRAWINGS. GALV - - GALVANIZED LINO - - UNLESS NOTED OTHERWISE GROUP SUBJECT SECONDARY FRAMING REFERENCES IBC - 2000 IHNDTR — — INTERMEDIATE ADER WOO - - WINDOBARRIER ?jr WOOD FRAMING: ALL WOOD FRAMING SHALL BE #2 INS - - INSULATION W/ - - WITH A =WALL TIPLAN LB(S) - - POUNDS W/O - - WITH OUT B =WALL SECTIONS GRADE MINIMUM. THE SPECIES WILL VARY PER C =COLUMN / TRUSS LAYOUT AVAILABILITY AND PLANT LOCATION. THE SPECIES MAY D =ENGINEERRRIIING INFORMATION E =FOUNDATIONS BE #2 MC-19 DOUG FIR LARCH UNLESS SPECIFICALLYF =WALL STRUCTURAL FRAMING NOTED OTHERWISE ON BUILDING DRAWINGS. IMPORTANT SAFETY INFORMATION F =STRUCTURAL HEADERS F =WALL OPENING FRAMING 7 HEADERS' HEADER SIZES AND TYPE ARE SHOWN PER G =TRUSS USS ROOF SUPPORT) C 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 PANELS: OUTLINE SPECIFIC STEPS THAT MUST BE TAKEN BEFORE BUILDING ERECTION BEGINS. J =ROOF FINISH ( ) �' 10 K =WALK DOORS AND WINDOWS c 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 PANELS, IF SHOWN ON THE DRAWING, SHALL BE M =EXTERIOR WALL FINISH L.3 m 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 0 =ACCESSORIES PRIMARY RIBS ARE 7/8" HIGH SPACED 9" O.C. WITH A O 0no 36" WIDE PANEL. THERE ARE 3 LOW RIBS BETWEEN i N N THE PRIMARY RIBS AT 3" O.C. FOR ADDITIONAL WARNING /�WA R N I N G C N Q 0 ALL DETAILS ARE ARRANGED IN ALPHABETICAL AND NUMERIC ORDER u 3 ON 3 STIFFENING. THE UNI-RIB PANEL IS MANUFACTURED TO WITHIN THE STRUCTURAL& NON STRUCTURAL DETAIL SETS. AISI/ASTM SPECS, WITH AN 80,000 PSI MIN. YIELD PURLINS, GIRTS YOU MAY FALL FROM ROOF POINT AND 82,000 PSI MIN. TENSILE STRENGTH. SEE AND BRACING AND BE KILLED OR SERIOUSLY NO PAGE NUMBER IS GIVEN!!! BUILDBUILDING DRAWINGS AND/OR ORDER FORM FOR INJURED, I hereby certify�Qthat this p �l�pi. ING TYPE OF FINISH REQUIRED. "ODD MEMBERS A1Y MAK 1110E^ SYMBOL DESIGNATION i't YOUR WaifCAUSING YOU TO TALL ✓,-, PANELS SLF-'Y. cation,or 1'e rt Wag rN A LINER PANEL LINER PANEL, INTERIOR USE ONLY, IF °N0 N�OR SERIOUSLY 7lLe�f „E a under mydirect au rV ion and the THE FOLLOWING SYMBOL DESIGNATIONS INDICATES THE SHOWN ON DRAWINGS, SHALL BE LESTER 30 GA. � DETAIL TO REFER TO FOR ADDITIONAL INFORMATION. am a dui Resist A ' t M (NOMINAL), THE PRIMARY RIBS ARE SPACED 12" O.C. under WITH A 36" WIDE PANEL. THE PANEL IS MANUFACTURED ANY rwEL CAN...ME.WNW IIIT1 COI IiWS /7 a tate of M ta, TO ANSI/ASTM SPECS, WITH AN 80,000 PSI MIN. YIELD O Q '°6C�"�` "'� � CUSTOM DETAIL GA-A °Z POINT AND 82,000 PSI MIN. TENSILE STRENGTH. SEE a MUSTIt woad Ka/031>...,. \ 9 t 9 -u, N Ln BUILDING DRAWINGS FOR SPECIFIC LOCATION(S) STAY RTRNN 1 FOOT OF TRUSS OR MURK SLIDE OUT w\ GET IEIO`"`�%[�'fIG 1Y tilIMON IIIICER wDie'r..a,M fVm Date: i�`'r • _!! '¢•L REQUIRED _,,.� STANDARD DETAIL GA310 Non No.X21238 — • •o INSTRUCTIONS'FROM SIRERN502 m for m a m N a OTHER Wood Member Warning Roof Panel Warning METAL CONNECTORS: ALL LIGHT GAUGE METAL w '' CONNECTORS ARE GALVANIZED STEEL TO MEET OR NOTE: y - EXCEED REQUIRED DESIGN STANDARDS. THESE WARNINGS AND SAFETY INSTRUCTIONS ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SAFETY INSTRUCTIONS AND MAY VARY FROM APPLICABLE - q _I.-J 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, RESPONSIBIUTY FOR WORKER SAFETY AND MUST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. REVISIONS SPECIFICATION, OR REPORT WAS PREPARED PLACED A MINIMUM PRE OF 6 INCHES ABOVE FINISHED GRADE UNLESS SPECIFICALLY SHOWN HIGHER ON CROSS IMPORTANT NOTICE TO BUILDERS... sYM. PAGE DATE DESCRIPTION BY BY ME OR UNDER MY DIRECT SUPERVISION o FT DIAPHRAGM DESIGN AND THAT I AM A DULY LICENSED FASTENERS' ALL FASTENERS SHALL BE PER BUILDING EE w DRAWINGS AND DETAILS. INFORMATION PROFESSIONAL ENGINEER UNDER THE LAWS m w N NOTES' MEMBERS WITH IDENTICAL LENGTHS MAY HAVE DIFFERENT END USES AND OF THE STATE OF MINNESOTA. SEE BUILDING DRAWINGS FOR OTHER SPECIFIC THE BUILDING IS DESIGNED USING THE ROOF AS A MAY BE OF DIFFERENT SPECIES. z n MATERIALS REQUIRED FOR SPECIFIC JOB THAT MAY NOT DIAPHRAGM (DEEP THIN BEAM) TO TRANSFER SIDEWALL Q 2 I 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' a O N M THEN CARRY THE LOADS TO THE FOUNDATION. STEEL PANELS IN ITS INTENDED APPLICATION A COLOR CODE SYSTEM HAS BEEN ESTABLISHED. ' v ARE AN INTEGRAL PART OF THE BUILDING STRUCTURE AND 9 ANY FUTURE FIELD MODIFICATIONS OF LESTER STEEL PANELS THIS ADPLIES_'0 FACTORY CUT PURLINS. GISTS , MAY BE DETRIMENTAL TO THE BUILDING'S STRUCTURAL BOTTOM CHORC BRACES AND EAVE MAILERS ONLYL PERFORMANCE. BUILDING DESIGN IS BASED ON THE NUMBER, RED w SIZE AND LOCATION OF OPENINGS ON THE DRAWINGS. u STANDARD WALL GIRTS WILL HAVE THE ENDS PAINTED RED LESTERS ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL : INTEGRITY OF THE BUILDING IF ADDITIONAL OPENINGS, NOT BLACK DA 0 ci I17 /p ti a SHOWN ON THE DRAWINGS OR CHANGES IN LOCATION OR STANDARD ROOF PURUNS WILL HAVE THE ENDS PANTED MACKLICENSE #14426 SIZE OF OPENINGS ARE UNDERTAKEN WITHOUT WRITTEN BROWN m - PERMISSION FROM A LESTER ENGINEERING REPRESENTATIVE. STANDARD BOTTOM CHORD BRACES WILL HAVE THE ENDS PAINTED BROWN BLUE Cti6t STANDARD EAVE NAILEP:,WILL HAVE THE ENDS PANTED BLUE DA006 JOHN DIEERAL ER MINNESOTA ENG STAMP 384 w RO se OUTSIDE "LEFT" EDGE OF EXISTING ENDWALL OUTSIDE "RIGHT" EDGE POSTS OF EXISTING ENDWALL ��" ,��) o w O o POSTS ,0140/' N T, o 6X6 EXISTING IMININIIMMII ' 6O'-0" OUT TO OUT OF COLUMNS IN EXISTING BLDG COLUMN 1N rno 0) 7'-4" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" I 7'-6" 7'- 8" 2X6 TRD JAMB TO VERIFY DIR. W (ASSUMED ) al ( ASSUMED GRADE FASTEN A o r ) W/(14) 4 1/2" 7' 5.25" PLUS FRAMING SCREWS j;�'/ HALF OF POST I�� BUILDING COLORS ROOF METAL— OLAR WHITE CUPOLA BASE — -- ✓ SIDEWALL OLAR WHITE GUTTER — -- N "LEFT" EDGE "LEFT" EDGE ��� ENDWALL OLAR WHITE DOWNSPOUT— None N OF EXISTING OF EXISTING GABLES OLAR WHITE SLOG DR. PANEL- -- POSTS POSTS 1 3/4" X 16" LVL BASE Wht SLOG DR. VERT.- -- RAFTER TO BEAR ON 2X6 CORNER Wht SL. DR JAMB TR- -- UJ EAVE/FASCIA — Wht SW. DR TRACK— -- _ TRD JAMB EXTENDING TO GABLE/RAKE — Wht OVHD DR TRIM— B Wht Q o GRADE FASTEN TO FS666-XX' SOFFIT -- WALK DOOR— White CC 0 COLUMN W/(8) 4 1/2" SIDEWAL WAINSCOAT — -- WALK DOOR TRIM- B Wht LEAVE GIRTS AND FRAMING SCREWS(TYPICAL) COLUMN ACCENT PANEL— N/A WINDOW -- m m z LEAVE GIRTS AND GABLE ACCENT— --METAL ON REMOVE THE METAL SIDING WALL METAL ON GABLE LOUVER— -- WINDOW TRIM_ -- z Y THIS CORNER BAY AND WALL GIRTS FROM THE INS-WL BATTN — -- DUTCH VENT DOOR U MIDDLE 6 BAYS E- -- THIS CORNER BAY 1 3/4" X 16" LVL RIDGE CAP B Wht DUTCH DR.NS RT- -- CD / 7' RAFTER TO BEAR RIDGE VENT — None SHINGLES --- CUPOLA ROOF— -- NEW COLUMN AT THIS ON 3rd PLY OF BI-FLD DOOR— -- COLUMN (TYPICAL) CUPOLA BODY— -- MANSARD RF— -- Z LOCATION IN LINE WI (' �'� EXISTING POSTS TO RAFTER LAPS Z B WHT 000 BONE WHITE C BLK 008 CHARCOAL (TRIM) o SUPPORT GABLE RAFTER EXISTING POST F- C RED 001 COLONIAL RED F GRN 009 FOREST GREEN ~' U) & RAFTER SUPPORTING BELOW ROOF (n S TAN 002 SAHARA TAN CLAY 010 CLAY X CORBEL BLOCK & SCREWS UNE B3 B4 C BRZ 003 CLASSIC BRONZE V BUR 011 VINTAGE BURGANDY o ----\ X W SND 004 WHITE SAND GLVLM GALVALUME OUTSIDE FACE OF W OUTSIDE FACE OF EXISTING POSTS1 _ - FE666-20' \ W Q BLU 005 QUARRY BLUE 1,-... EXISTING POSTS GALVZ GALVANIZED • S SLV 006 SATIN SILVER W 119 WHITE TRANSLUCENT PANEL o 'IGC> _ - - - r - - -� -4;1 _ r - S GRY 007 SLATE GRAY C TLP CLEAR TRANSLUCENT PANEL z Co to I EXISTING NOTE: COLORS ARE x _ FIELD CUT ALL ROOF PURLINS �i1 I tO FASTEXTEENERSTERIOR FOR LESTER PRODUCT a Iv Z,� /"'I FROM 2X6 - 8' DFL/SYP #2 I ,r- ---- S FE666-20• a FASTENER TYPE: (WALLS ROOFIWALLS CEILING SHUTTERS AND NON y z RAKE TO ROOF cn �1J'\ / I\ / I��I ut STANDARD NAILS: UNI-RIBC STEEL MAY BE a x m I \ / i \ z 0 ❑ 0 0 DESIGNATED BY VENDOR FE666-20'I \ / 2 - PLY 2X 6 I o �' io o JF427 PASLODE GUN NAILS:0 0 0 ❑ v I \ VERTICAL STIFFENER I I `\\ O " U GALVANIZED SCREWS: 0 0 0 0 1 INSIDE CORNER I \ 1/ IN LENGTHS NOTED. MF51 6 5'� \ HB660 I I s' o Z w COLORED SCREWS: O O 0 0 F I z I 10' 0_06____Ile Z ° O 7 o d / \ 2X6 DIAGONAL GABLE BRACE - - I a f- E2 O o o I / \ HB236 IN LENGTHS NOTED (TYP.) /� \ I FIELD BUILD RAFTER o 0 8 E1 rc O - I // \\ HB56'I / \\ I AND ENDWALL o N / \ I ' I FRAMING oo a t o I / \ I �' I o I v rn Z FS666-14' Z� I c-ti ul `Qoo FIELD BUILD RAFTER I• I \ (FE666-16' I p m Z AND ENDWALL FE666-16' hJ w w w (TYPICAL) w w w J o Co FRAMING I _ 0 ANCHOR RODS A I �, .n I I I I ANCHOR RODS REQ. ® ALL // \\ o 0 d o N WALL BRACE r COL. WITH THIS SYMB. SEE / \ 3 0 ® > II ]I- �_ J��> t WALL SEC. FOR DETAIL(S) L---, H o 00 0 ` V� \ Lim v icv3 FC666-14' RAFTER BEARS OUTSIDE FACE OF J ON "LEFT" PLYSW2X4 SN0.2 NEW COLUMNS OF 3 PLY COL CORNER BRACE FC666-14' L OUTSIDE FACE OF NEW COLUMNS POUR IN PLACE CONCRETE FOOTINGS O WALL GIRTS LAP HA528 18" DIAMETER X 8" THK FOOTINGS NI- TYPICAL & BY PASS THE AT ALL COLUMN LOCATIONS �� OUTSIDE FACE OF ALL COLUMNS — o z OF NEW FACE"LEFT" OF NEW"LEFT" FACE 13 FIGS X .0444 = 3/4 CU YD °'o 6. 1 OUTSIDE "LEFT" EDGE OUTSIDE "LEFT" EDGE COLUMN COLUMN E OF EXISTING ENDWALL OF NEW ENDWALL °Q ` OUTSIDE "RIGHT" EDGE m N 0 _ POSTS COLUMNS OF EXISTING ENDWALL POSTS AND NEW _4' - 8 1/2" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-9 1/2" ENDWALL COLUMNS ▪ Vl Q " N ( ASSUMED ) ( ASSUMED ) w A J.-J I HEREBY CERTIFY THAT THIS PLAN, 10'-0" so'-o" LOW EAVE OF NEW BLDG SPECIFICATION, OR REPORT WAS PREPARED - BY ME OR UNDER MY DIRECT SUPERVISION b O AND THAT I AM A DULY LICENSED a w PROFESSIONAL ENGINEER UNDER THE LAWS m N OF THE STATE OF MINNESOTA. ALL WHITE DOOR JAMB TRIM AND VINYLE STOPS Q FLOOR PLAN THE (3) OVERHEAD DOOR OPENINGS seam 1/0 _i' • j IN EXISTING BUILDING JO DIERAUE -_-...) . H U N ID OPENING TYPE MODEL TYPE NOM.SIZE SCH. FRAMING DET(S)FINISH DET(S) 1 OVERHEAD DOOR - � .. _COMMERCIAL CS-24 NON-INS 8' HIGH X 10' WIDE DOOR 120 X 96 A LK241 LK424, LK464LE z 2 OVERHEAD DOOR - 8' HIGH X 10' WIDE DOOR 120 X 96 A LK241 LK424, LK464 DATE O 9'1. O�F - COMMERCIAL CS-24 NON-INS LICENSE #14426 3 WALK DOOR - COMMERCIAL SERIES-5100 AJ WHITE SINGLE 36 X 80 B KC432 KC471 FPLAN UNI-FRAME ONE 4 40" 81 " — Cili.-25 AP1 1491 6 11-89(:)X1 SD' - 8' LEAN-TO ADDITION 4 RG RECOMMENDED ROUGH OPENING WIDE X HEIGHT @ WALK DOOR DA006 JOHN DIERAUER MINNESOTA ENG STAMP 3843 co r -lDW 0 ON -I T1 Z c)u4 ^N TI U) (n T1077 W^ N Orz\ r ox 73(J) 0mmoo � X 73o C)\DOD \\ WX 0O0po 0 DCO Orn HZ1z : mo Dm r Z 4 Cr) L7 0 c r N N Cn 0 c*c cn '— -- Z D *�z 3:73 17 C3 CD 0 2313 73 -0-< C)=-<O * CTI 01- 0 Z O `z� 1l z1 2J mo =-1m�m r (..,4 7o -I o r rn ���mrl O Nz 0P. 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E m MM 12" OF TRUSS — o ao- O o x +� N73 14'-9" HEEL & PURLIN cD om mo TOP OF EXISTING FLOOR TO TOP OF EXISTING BEV NAILER Wz o A m a LESTER PRAIRIE, MINNESOTA DEALER: CUSTOMER: JOB DESCRIPTION: DRWN BY: RACHEL (5279) DATE: 09-27-04 CUSTOMER SERVICE Lester Buildings, Inc Wayzata Country Club 18' X 50' X 10' Lean-To JOB-NUMBER SHEET 320-395-2531 1111 2nd Ave South 200 West Blvd. cH1co BY: LE$TEI IIILIINii Lester Prairie, MN 55354 Wayzata, MN 55391 REV NO: 00 114916 6 . I CO K co Q 0) Cr', 0 til y Z k GLI mti 8' -9" (105") 6-O" mN I TOTAL DROP in N I 0 WZ Re 0 N C�C�W D� 2^N 0 0 0 0 r W X �, D m— -n U.? ‹mom z o ons \ (� z JNJ -P' O- - Dvr CO x • N D II r CD 0 ' C/) tilrVmC -0 0 z _ N Z �I _L D H _- �. m r �1 .,, • A to II- I 1/•`� - - ----- m ll n LLLi i- `� i 0 0 �\ 0z I ISI 1 A I- N 0 X X X r m 01 i fZrl I �`` I l',I I I N r` rn N cn rn x rn `` A' I ss Y-. � • - _. , . � - 0 ``. C --I I \`.. O � 0 ,. r n =NN 0 CP..� 8 —ON oo �m \ 0 0 OPENING HEIGHT N� o0 CO — CA Lr cI -s..-4,O O I-3 , z _ -0 N in •` N z T1 z ;` r 00 . X00 Del m o co x -1 `� m C in 0 p f 0 N N -i \\ 0XX X 0 `\` 0 0O 7.1 X I I � 00I> O N .. -1'.. O Cmc I ZX ••• �,. D Ft Z I 01 —I `` z Z K 0 m m I 0D s. • 0 X xDD ��` z Z { _ _i '-r mmc� N 11T \ I II , x X x I III`` C cn c 0 . . IX \ 1-111 „ . 4 • • * —11. 11 11 11=JrI. _ if II-. 111 �'�'I�\ I ' \\ I mC D n C 0-0>COtn— r > 0 m73Z -<m —I cDilm 2 0 a `"� �� H-n K0x 73 o—I b mN mnOJ \'0 m D 0O D2 m N--1 ›-< -\\tel O M Cam D D0Z— -I .:`X m� Xm mr DZ fCTI f 1 r Z Z Zm7 `` (.1) X Z -_-I O I- 73 m z J om omO z �* Zr-') Cm R° N o _ 00 mZD ��� O 00 (nX m �� KzoKx-+ -,i Zr me Nin 001 rA l zm-rc ��� O TIO,- DZ Z 00 K m� 00 0 r� G� G� z N rZ77%0� Z7 r O Z t ' OCOm--IS TI 0 rl DOZ -�N m D r N C) mm '6� —I 13 n m I -0 13 m x 7 (7 3J. 14'-9" 4, om Cr) N Z 0 TOP OF EXISTING FLOOR TO TOP OF EXISTING BEV NAILER A a LESTER PRAIRIE, MINNESOTA DEALER: CUSTOMER: JOB DESCRIPTION: DRWN BY: RACHEL (5279) DATE: 09-27-04 CUSTOMER SERVICE Lester Buildings, Inc Wayzata Country Club 18' X 50' X 10' Leon—To 320-395-2531 1111 2nd Ave South200 West BIVd. CHKD BY: JOB-NUMBER SHEET LEITER BBILIINIS Lester Prairie, MN 55354 Wayzata, MN 55391 REV NO: 00 1 1 49 1 6 4 1 I • 00 rncnp _ f mm In oo fTl mz ° �n��oo\ "' o ocoom O y.--, cz rp Z rpm = ND O omom v m to W N CO m� - N im - 0- 0 mmmc mom\ o zoAC ri*.. zm IC' 1 GJ CEJ *2 Az 9`2'9500 0 ANn. 8 Orvo Nyr <In • d) mti Da 0 N 1mA I I I AF $ Y'-. R4 °p° �° �o o im occi Q A�'i o < mp Av o OOm v -OM-0 N o X c N MI n ;a ° �.Io z ; ,m In �? Zo gn zzz g 0 rn Imilmmm o�i� m��mp i.:3 Pi n �A m° I<\\ <g�va `\ O° zm 000 A yAo CoYD pzo CZi xO n 17,-9 O ZA \ Z m�O- A \` F O JAN Z z Nrnm mC-Co A *�t A r °G 0- A 1 Wm m <rmr� zz yy (nZ O 0p ZA D \\ Am '65pxP Iz= (.� �LLjj �7T��T 0 o p�0 L]Wm° O ui N ° �1.7 y� 1Z vo-, mm • o fin ° II�IIIi��lll -Ix< i r- • \ 2X4 HORIZONTAL BLOCKING HEAD JAMB FALSE HEADER 2x4 BLOCK w m ABOVE THE DOOR OPENING I p (CUT FROM WALL GIRT DROP) I 2X4 BLOCK INSET 1 1/2' o = I 0 FROM BACK 1 c,0 0 CORRUGATED METAL SIDING / (IFREQUIRED) 10" PC. MIN. I CO , / IJAMB(S) SIDE OF COLUMN cs4 'jl;/ ><i 2X_ HORIZONTAL WIND BRACE 2X_ ' ` / RUNS COLUMN TO COLUMN aI �j9X1 1/2' SCREW 43 1 1/2" GALV. NAIL TO COLUMN o w N— ,II END NAIL VERT. W/ /� TOE NAIL WITH (6) 10d NAILS R.S. NAIL FASTENED THRU WALL _1�� II W/(a)-16d RING(2) t6d COMMONS AT EACH END SMETAL AND TRIM INTO FRAMING. SHANK NAILS10d CC NAILS ,, OR (3) 0.131X3.25f cc2X4 HORIZ. HEAD FRAMINGEXTERIOR ��COLUMN �� oaAT 12" O.C. GUN NAILS o DOOR U ABOVE THE DOOR OPENING NOTE; rQ o OPENING w (2X6 IF FOR EXPI DOOR) / 1'250 'J' TRIM TO LAP 3/8" I I — — PAST HEAD FRAMING (TYPICAL) �� O���' • w FALSE 0 11444442X4 VERTICAL DOOR JAMB :' I HEADER Q 0 rn1 _/— (2X6 IF FOR EXPI DOOR) CORRUGATED L 2X_ FILLER #250 'J' TRIM METAL SIDING 1890 "C" TRIM , FLUSH TO INSIDE JAMB(S) N OF OPENING . (IF REQUIRED) A HEAD CUT FACE OF #890 "C" `10d CC NAILS GAALV. R.S. NAIL FASTENED 1T RU BASAT ESTRIM LAP OVER ' TOP SECTION = AT 12" O.C. U11 III I WALL METAL AND TRIM INTO ��� U • 0 1 a I INTO UNDERSIDE DE OFS� FRAMING. INN' I `\`� 0CC 0 FACE NAIL W/(2) DOOR w #250 'J' TRIMNOTE: 2X4 BLOCK �� PLYSSIZE0MATCHH INSET N.II.�I 10d CC NAILS '2OPENING OUTERPLYOFOTHERmmzz 2X8 TRTD SPLASH PLANK /890 'C' TRIM TO LAP 3/8" WALL COLUMNSzoIIIIII RUNS COLUMN TO COLUMN EXTERIOR FINISH - CORRUGATED METAL 96 PAST JAMB FRAMING (TYPICAL) NAIL BACK VERTICAL�� NOTCHED TO ASSUMED FLOOR KC471 WALE; DOOR FLASHING AJ/EXPI 3" RO � PLY TO 2X4 BLOCK (NUMBER OF PUES HEIGHT THROUGH DOOR w/(3)-16d RING ®r__ ' •,kel0000. 1111 OPENING HEAD FR. TRIM TRIM LEG SHANK NAILS IF THERE IS ROLLED DEPTH STYLE DEPTH INSULATION FASTEN NAIL FRONT VERTICAL / �,� INSULATION 1st THEN 5"-6'7 /520 5" PLY TO COLUMN/JAMB 2X4 TRTD WALK DOOR SILL INSTALL TRIM. VINYL DOOR _ / 0 �I ..... / /.',� FUASTENEDL TONBTO ACKCSIDE OF — STOP (F.B.o.) 8 5 e 9.5" /550 e' ' r:\ 41 CK-16d LNGo SPLASH PLANK W/10d CC IF TRIM / METAL ABOVEIjji HITS RIB __NAILS AT 12" O.C. BEND LAST LEG JOF "C"TRIM BACKLOCATE DOOR OPENING BETWEEN CONCRETE FLOOR FOR HI RIB OFMAIN STRUCTURAL WALL COLUMNS. (IF REQUIRED) UNI-RIB AS SHOWN SEE CHART FASTEN TRIMS W/ 4dn SILL wSEE CHARTGALV. NAILS AT 5' O.C. Q oFOR JAMBliggw- WALL GIRT XROUGH OPENING STARTS FROM INSIDE orNAIL FRONT VERTICAL ' '' FINISH FLOOR. TRIM STYLE /_____- & o NUMBER FASTENER TO FASTEN TO BOTTOM PLY ,2X4 VERTICAL NAILER FASTEN WALL I "' BOTH STEEL &TRIM W/t6d RING SHANK 2X_ FILLER in SEE DETAIL KC204, KC429 OR KC430 TO REFERENCE ROUGH PANEL W/ JAMBS) FLUSH TO INSIDE ti STANDARD WALLf :jive NAIL JAMB TRIM NAILS AT 16" O.C. IF REQUIRED OF OPENING a x OPENING. 2X4 VERT. DOOR JAMB. ~ WITH 4-d GALV. FASTENED TO 2X4 VERT. FASTENERS 0 NAIL AT 5' O.C. D��\\V /250 COLORED "'+ 00 12" O.C. ALONG OPENING / DOOR WIDTH 8'-10' 12'-18' 20'-24' FOR EXTERIOR CORRUGATED METAL, LOCATE THE DOOR OPENING SO NAILER W 1od CC NAILS METAL J"TRIM / JAMB TRIM TRIM LEG ACROSS TOP THE 'FLAT" OF THE METAL FALLS EQUALLY ON EACH SIDE OF THE ® 2X6 2X8 2X10 JAMB(S) ONLY REQUIRED IF OPENING. DOOR AT 12" O.C. DEPTH STYLE # DEPTH / I 1/4" REVEAL VINYL DOOR A STRUCTURAL HEADER IS OPENING (2X6 IF FOR EXPI DOOR) 5"-6" #520 5" L +I STOP F.B.O.) MATCH MATCH MATCH LOCATED ABOVE. SEE FLOOR OTPIONAL GUN NAIL, t COLUMN COLUMN COLUMN EXTERIOR 7"-8" #510 7" #890 "C" TRIM FASTEN WITH4d SEE CHART FOR B PLAN FOR QUANTITY. 2X_ WALL GIRT FASTENED TOSIZE SIZE SIZE REPLACE 10 d CC NAILS W/ 0.131 X 3.25"GUN NAILS P/N 040303. VERT. NAILER W/(2) 10d CC 8.5"-9.5" #550 8" GALV. NAILS AT 36" O.C. NUMBTRIM ER LL © 2X6 2X6 2X6 SEE FOR JAMB FASTENING al UNI-I BYPASS NO LINER 64 OCK RT KC432 WALK DOORLWOOD FRAAMING1 WALK DOORS Rt n JAMB NAILS LK424 DOOR ING STANDARD OVERHEAD DNG HODOR FLASHING 3" R2 LK464 DOOR OPENING G STANDARD OVHDDOORINFLASHING 3" E96 O LK241 FLUSH INS SETWALCOMN 1" 32 TEM BOTTOM CLOSURE ��' i, rn GALV.4d FASTEN WITH (2) 1 1/2" \ \\\ NEW OR EXISTING 4d GALV. BOX `n BOX NAIL SCREW 0 EACH FRAMING LOCATION F VWALL PANEL NAIL AT 5' O.C. � ��'� �_>� WALL PANEL FASTEN PER �' I(STAND 0D IMF0441 ��\ \\ I \ ��%'� o m Z #820 RAKE v y ITRIM DETAIL FORROOF9 0 u� o (STANDARD END BEAD OF CAULK #170AMETALRI �r� v) PANEL FASTENING) �` SHOULD ALWAYS FALL I ` �\ �` \ FASTENING i p 3 p 1" ON "FLAT" 1 #890 - 168" C-TRIM ) o i.o SPLICE i 11820 METAL I BEND LEG IN IF AT v I 3 c00 HIGH RIB FASTEN -_ CORNER TRIM I FASTEN WITH A 2" 'I SCREW 012" O.C. r I C\ _ SCREW 0 EACH HIGHH� ---- IF COLORED SCREWS ARE 1 `ROOF STRUCTURE 4d GALV. BOX FASTEN TRIM W/ 4d GALV HUMP IF COLORED SCREWS _ USED, COLOR TO MATCH #190 BOTTOM L NAIL AT 5' O.C. 3/4" 1 \ I NAILS AT 36" ON CENTER ARE USED, COLOR TO - I TRIM. i LINE CLOSURE , _ \I MATCH TRIM. ss..,.....__ _1.. FASTENER TYPICAL FOR FASTENER PER IMF0441 " , I „/".- FASTENER PER MF 44 rn J FINISH FLOOR I •� n n I WALL METAL FASTENING. I-) (STANDARD END (STANDARD EDN N c , •, • ' C 4 ASSUMED I - WALL PANEL PANEL FASTENING) PANEL FASTENING) c j,n a FLOOR 1 METAL WALL I - o z GRADE LINE THICKNESS I CORRUGATED METAL PANELS PANEL I to V) SPLASH PLANK II—IIII—III WALL METAL I Q 6 —III-1 I I—I 1 I—II (D t O` M48 CORNER TRIM FASTENING SCREW 64 EXTERIOR METAL INSIDE CORNER FLASHING 96 #170 EAVE TRIM FASTENING 96 #820 RAKE TRIM TO WALL METAL 96 w d y M Fl 13 #190 BOTTOM CLOSURE TO 2X8 CCA SPLASH PLANK, 4"ABOVE GRADE, UNI-1 E1 ', M F51 1 UNI-FRAME AND T&C 2"=1 El M F516 WALL METAL & TRIM FASTENING 3" EO M F718 WALL METAL & TRIM FASTENING 3" R1 M F738 WALL METAL & TRIM FASTENING 3" E2u) c .- Si J 1 -J I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION o AND THAT I AM A DULY LICENSED z a - PROFESSIONAL ENGINEER UNDER THE LAWS W N N 44 OF THE STATE OF MINNESOTA. iE m - � I JO DIERAUER z 3 �ite. N Y DATE 0 ck•11.1 /01* LICENSE #14426 soso 1111 iti e m so DA006 JOHN DIERAUER MINNESOTA ENG STAMP 384 W FULL RO