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2005 - P09109 - new structure
t.' PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P09109 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 9/29/2005 SITE ADDRESS: 1001 Wildhurst Tr Unit# Mound,MN 55364 PID: 07-117-23-21-0013 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 101 Permit Class: Building Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Sewer Connection Irrigation Well(state)Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 2,673.75 Valuation: $ 400,000.00 Plan Review Fee: $ 1,737.94 State Surcharge Fee: $ 200.00 TOTAL FEE: $ 4,611.69 APPLICANT: 10Spring Inc. OWNER: 10Spring Inc. 622 W. 82nd. St. 622 W. 82nd. St. Chaska,MN 55318 Chaska,MN 55318 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. ami 6-,-,_.._ (3/if-) APPL ANT P E SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 V Total Fee: $ Date Received: (� Entered By: (9/14... Permit#: A (.)j QC' CITY OF ORONO - BUILDING PERMIT APPLICATION i J All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNE ' OR CONTRACTOR JOB SITE ADDRESS: tO0 j W l L51 .T 12-Ai L ZIP: Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home? 0 Yes '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: 1042 PRI PL V l (N C. PHONE: (home) (wo MAILING ADDRESS: (pIN, Y�Z S( Com: (tV$ ZIP: Z? _ Z°1Z.2��{S CONTRACTOR: (OS P(Z.( L-7 t PHONE: CONTACT PERSON: 1 124SE.N LUND MOBILE/PAGER:9aZ'Zc1 L X145 MAILING ADDRESS: (p21- IN %7A05T- CITY:CAI A$1611 ZIP: -j(.¢) STATE LICENSE: # Zp 2 32,0EXPIRATION DATE: $j I I()to ARCHITECT/ENGINEER: b ,`(<N) tA,(., PHONE: MAILING ADDRESS: 9 j(Y) LTI MOTW rr w CITY: 771.4411V. ZIP: qjz1.49 NAME: 1-eg,g.1 REGISTRATION: # TYPE OF WORK: New X Addition Accessory Structure Move Home Remodel/Alteration PROPOSED WORK(describe in detail): ?)U I LI'W(� ejIN(AIL STORIES: Z SQ.FEET OF EACH FLOOR: I`'1= 1,404 Z"`' q-67 NO. OF BEDROOMS: 4 GARAGE STALLS: ATTACHED 3 DETACHED ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 4100 000 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 SIGNATU DATE: 7-z-(0-c- 3131 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. First Middle Last Address Cit' State Zip Phone I understand my rights as stated above. Sto 32 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESSOR LEGAL: i v tJ i w ,H v/i-s r 1--(1 A PID: DESCRIPTION OF WORK: (v ZONING REVIEW BY: ,c-s:RC ----�- DATE APPROVED: q• Z -65 BUILDING REVIEW BY: _ DATE APPROVED: S• 2 -oS FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes 1/ No PLAN REVIEW Yes ✓ No SEWER CONNECTION STATE SURCHARGE Yes ✓ No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No v SITEINSPECTION Number of SAC Units OTHER (specify) 41.0iN`-� 3372 i o• 27.7 7— ZONENG CHECK LIST Zoning District: Ut-1� Fire Department: Post Office: School District: Lot Area: Sc.ft. 3 7,3 ti) Acres .$(o Width t 0 c Depth Survey Submitted: Yes e� No Date of Survey: 5- S-0 S Proposed Setbacks: Front (Lake): (L.? Right Side: (C• ? Rear (Stteee): 13 t. Left Side: 10 Adjacent Structures: 41.4 Wetland: N(ft Building Height: Def. Hgt. Peak Hgt. 3S Lot Coverage: 9. C70 Grading: Staff Approval Date: 9•Z -0S— By 'J C-Council Approval Date: Septic: Staff Approval Date: /V (#i By: Zoning File: # 05-31 L Z Resolution: # Resolution Date: 1 - i 1. O Shoreland District: yes Avg. Setback:/ N t A Bluff Setback: Lot Coverage: `)•$ `l6 Existing Proposed Hardcover: 0-75' 75-250' 250-500' i t. 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): . Y BUILDING REVIEW CHECK LIST UBC: 12. 3 CONSTRUCTION TYPE: N.^1 Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x Garage x = x = TOTAL Estimated Construction Value: $ '-/OO,000 Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal a Mechanical Water Connection x Footing Septic Sewer Connection Framing Fireplace x Insulation P � Lawn Irrigation x Wall Board (Masonry) Other (Mfg.) � Well (State Permit) Final Grading/Filling A. Electrical (State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 8 F' � State of Minnesota Department of Commerce Licensing Division -_ Telephone; (65i 319 Department of Commerce �29¢-6 state rmius : ""i°�""' � 86-7th Ptaoe East,Suite 600 >^rmag address: (ice►rsiag.corninerce�t *.; `' `• St.Paul,MN 55101-3185 Websle address: commerce.state.mn.us +iffier . .. Residential Building Contractor License .: : ,:,. . :::': Legal Name: TENSPRING INC Business Structure;' DBA: CORPORATION Address: 622 W 82ND.ST. CHASKA,MN 55318 : • License Identification Number BC- 20232073 Qualifying Person: SCOTT R ROSENLUND License Expiration Date: 3/31/2006 Continuing Education: 7 Hrs CE due by 3/31/2006 ( , copy IJRUI'UJ Permit Number RFScheck Compliance Certificate Checked By/Date 2000 IECC REScheck So$ware Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\1001 Wildhurst.rck CITY: Eden Prairie STATE: Minnesota HDD: 7626 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.20 DATE: 08/05/05 DATE OF PLANS: 7/25/05 PROJECT DESCRIPTION: 1001 Wildhurst Trail Orono, MN DESIGNER/CONTRACTOR: 10Spring, Inc. 622 W. 82nd St. Chaska, MN 55318 COMPLIANCE: Passes Maximum UA= 677 Your Home UA= 572 15.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 1944 0.0 44.0 43 Wall 1: Wood Frame, 16" o.c. 3904 19.0 0.0 183 Window 1: Vinyl Frame:Double Pane with Low-E 795 0.330 262 Door 1: Solid 66 0.350 23 Basement Wall 1: Masonry Block with Empty Cells 1323 0.0 13.0 61 Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 9.0' Furnace 1: Forced Hot Air, 92 AFUE Air Conditioner 1: Electric Central Air, 13 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.6 Release 2 (Iomierly MECcheck) and to comply with the mandatory requirements listed in the RES check Inspection Checklist. Builder/Designer Date • !, REScheck Inspection Checklist 2000 IECC RES check Sofware Version 3.6 Release 2 DATE: 08/05/05 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Raised or Energy Truss, R-44.0 continuous insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Masonry Block with Empty Cells, 9.0' ht/8.5'bg/9.0' insul, R-13.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Themial Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.350 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 92 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 13 SEER or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(Fl, 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) I �-oct � • nr �. . JANI I � 2oSrN LAM/ s, 4, r .''zP . i , ki '' . = 1 '1IARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250 250-500' 500-1000' EXISTING HARDCOVER IN ZONE A. House - x = S.F. Length Width x = S.F. x = S.F. x = S.F. B. Garage _ x = S.F. C. Driveway x = S.F. x = S.F. 1 ' D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x _ = S.F. x = S.F. F. Landscape x = S.F. Underlain x = S.F. By Plastic x - S.F. Or Fabric G. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A B x100 = . % PROPOSED HARDCOVER IN ZONE A. House x = • 350-5 S.F.—I-005E Length Width x = S.F. x = S.F. x = 179- S.F.-EN27•7' Pv,¢414 B. Garage x = S.F. C. Driveway x = I`I50 S.F. -OkivEwA'' x = S.F. D. Sidewalk x = 217 S.F.-51OEu)Aul x = S.F. E. Patio/Deck _ x = 416 S.F.-PATap x = S.F. • , . Landscape — x = S.F. Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other x = S.F. TOTAL HARDCOVER IN ZONE - 5771 S.F. A TOTAL PROPERTY AREA IN ZONE - 'Z v, 01(5- S.F. B A _ B x 100 = 2_0-0/ % • '� JAAA)E PoSemc,vti0 _S-74-7-05 IN 13r_otc►< 0-Z2-05" /�ouwT t^�l�ititt" h` f�k ' HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 0-500' 500-1000' EXISTING HARDCOVER IN ZONE A. House x = S.F. Length Width x = S.F. x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x _ = S.F. --- x = S.F. F. Landscape x = S.F. Underlain. —_ x = S.F. By Plastic x = Or Fabric S.F. G. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A i B x100 = . % PROPOSED HARDCOVER IN ZONE A. House x = S.F. Length Width x S.F. x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = 1 02.8 S.F. Extsit �ROPoC0 x = S.F. bt2tvEwAY5 D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. -<F. Landscape x = S.F. Underlain x =— S.F. By Plastic x = S.F. Or Fabric G. Other x = S.F. TOTAL HARDCOVER IN ZONE - 10213 S.F. A TOTAL PROPERTY AREA IN ZONE - 0537 S.F. B A ' B x100 = I 2•0 c•/. % A1W= DATE TIME CITY OF ORONO CALLED IN JO-1 INSPECTION OTICE SCHEDULED l0-/�-O.S o?:OS' PERMIT NO. ,09//Y-7 COMPLETED / -4.2-().r ADDRESS 100 / (.1)/ /d.`L14U24t YK _ . / OWNER CONTR. I0 S'r1 h /" TELEPHONE NO. &/a ' ( Li;-.8'7 UUU DESCRIPTION paziyiLd zoee_gt 1... W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ci) Q 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 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL ‹.--- OWNER/CONTRACTOR TO MEET YOU: YES NO o COMMENTS: cc W W CC 1 . R) t'JeJ (.e...),4) 1 ( - ge3.04-t-- 0 >. ft 3 -t- ft A s Per Sebecic.,)e o c)K go tet-' W CC Q LU t � • F • Po Two ; Ls gf/1ID a LU WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑C ECT WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY 0 El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. C 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 Owner/Contractor n site: Inspector. 6 ./2,--C White Copyllnspector's File Canary Copy/Site Notice /41 / DATE TIME V ` CITY OF ORONO CALLED IN 6 INSPECTION NQTICE SCHEDULED -/e) 5-2S d'Ud PERMIT NO. fdDq 1 09 COMPLETED ADDRESS 100 1 L. 1 I d Ju OWNER / CONTR./ to Sfri//l$g TELEPHONE NO. &Ial c / 7'a g7 DESCRIPTION Foo f i n • 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 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 J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU 09 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 C cc O cc O W Q to W W cc WdCC WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne inspection 24 hours in advance. (952) 249-4600 Owner/Contr or s e: Inspector. White Copyllnspector's File Canary Copy/Site Notice 14 AT r , ME CITY OF ORONO CALLED IN -I - � �}zI INSPECTION i (� i SCHEDULED kc`19-O(pPERMIT NO. pr //��//��1 v OMPLETEq - . I ADDRESS I OD) Uk 1011 r urSI T10 i OWNER C� �CONTR.T-/P_rl SPY) r TELEPHONE NO. I a�t,'T" be) ll) J DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 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 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS:cz 6V1 _ ser sa+ (ems(-t4 O cc O to cc O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W CORRECT WORK&PROCEED 111ISSUE CERTIFICATE OF OCCUPANCY • ❑ RECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the nex inspection 24 hours in advance. (952) 249-4600 Owner/Conon i : Inspector. $) - White Copy/Inspector's Fil Canary Copy/Site Notice TE CITY OF ORONO CALLED IN L� DATE "V TIME INSPECTION NOTICE SCHEDULED --i.? 'O I' PERMIT NO. ,U9/6 I COMPLETED ADDRESS /0 0 7C-C Ic(4(1/sem /7 OWNER CONTR. /C« �.} / -'`cI TELEPHONE NO. 75 ,=.-X2, ' Cho/&: DESCRIPTION FOOTING 1.r1:MtECHANICAL RI 18 EXCAV/GRADING/FILLING FRAMING ( (C 13 MECHANICAL FINAL D03 19 LAKESHORENVETLANDS O INSU TION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 0 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 LLJ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL <--- OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc W Q.. cc O cc 0 U. W ft c W Z LU CC W� WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W IDCORRECT WORK&PROCEED K ISSUE CERTIFICATE OF OCCUPANCY Q ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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 Owner/Contractn ite: Inspector. 19)1 White Copy/Inspector's File Canary Copy/Site Notice Al stf—_, [ CITY OF ORONO DATE TIME INSPECTION NOTICE CALLED IN l0 V PERMIT NO. Po /09 SCHEDULED to/0-p� Go COMPLETED ADDRESS ODI ({ kwi ----- OWNER CONTR. IO Sfi^/K Qz TELEPHONE NO. if Li, i in I 18 7 DESCRIPTION —00-11-1 `. 14, 01 FOOTING 11 MECHANICAL RI . Q 02 FRAMING 18 EXCAV/GRADING/FILLING y 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION Z04 WALL ATI 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL BDQ 05 FINAL 14 SEWER HOOK-UP 12 WATER HOOK-UP 6 SITE INSPECTION 07 DEMO-SITE 27 SEPTIC MAINT. 06 PROGRESS 07 DEMO-FINAL 21 COMPLAINT 15 SEPTIC INSTALL. = 09 PLUMBING RI 23 SEPTIC FINAL 22 FOLLOW-UP v 10 PLUMBING FINAL 35 HARD COVER REMOVAL ...7 OWNER/CONTRACTOR TO MEET YOU:_YES NO 36 FOUNDATION/REMOVAL COMMENTS: ccW a J O cc 0 U. W CC Q CoW W J 0 tar I WORK SATISFACTORY:PROCEED W 0 CORRECT WORK&PROCEED ❑ PROJECT COMPLETE CZ ❑ CORRECT WORK,CALL FOR REINSPECTION ❑ ISSUE CERTIFICATE OF OCCUPANCY BEFORE COVERING TEMPORARY ❑CORRECT UNSAFE CONDITION WITHIN PERMANENT INSPECTOR WILL RETURN HOURS. ❑ PHOTO TAKEN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne inspection 24 hours in advance. Owner/Contraffor , s e: (952) 249-4600 Inspector. ta\ /! „.y White Copy/Inspector's File Canary Copy/Site Notice DATE ���``-7 C TIME CITY OF ORONO CALLED IN (Oi 75'V ( d - 4- INSPECTION N ICE, SCHEDULED PERMIT NO. 09/69 COMPLETED ADDRESS i00 1 Vv1dhuf -I-- OWNER ��}} CONTR.II'j,�., I(Cli TELEPHONE NO. "152 - zq2- 001( • DESCRIPTION ay --d i firA — COQ W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING U. y02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREETLANDS /W Cr) 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 h 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 OWNER/CONTRACTOR TO MEET YOU:_YES_NO CD COMMENTS:cc `.. Q. cc 0 cc cu e. C--... 0 c- O w cc W z W cc 2 WORK SATISFACTORY:PROCEED PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED [7ISSUE CERTIFICATE OF OCCUPANCY 0 10CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT 4/2.0)7 ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext inspection 24 hours in advance. (952) 249-4600 Owner/ContraT site: Cull Inspector. White Copy/Inspector's File Canary Copy/Site Notice ft,I ItAN/DATE TIME CITY OF ORONO 0/D ALLED IN INSPECTION T/IIC P SCHEDULED 5.- 2747 /o.' � PERMIT NO [r1 'OO/ / COMPLETED ADDRESS /' °1 tt/'/c/h arc?-- .77 OWNER CONTR. TELEPHONE NO. ?52 2 ? ., 00/6 E /DESCRIPTION °,_ / r LV 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cz cz 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS cl) O 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 cL 14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO col COMMENTS: `11 L( L1 I ri—0 0 7 cc Y V• C19 hi; 6✓ •cc W.. nie/u.. -Ruk• Ift Nor qtr. cc ...R. 4,_ -, zLu i• .-- ,, .... _rise. 0� (AWCAt k1&r d 4 - -S Lucc S 1 W� WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE i n W ❑CORRECT WORK PROCEED 1•� ISSUE�ERTIFICATE OF UPA CY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY t` C..) BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the net inspection 24 hours in advance. (952) 249-4600 OwnerlContrac o o ite: Inspector. White Copyllnspector's le Canary Copy/Site Notice K1DAT‘- TIME / CITY OF ORONO CALLED IN INSPECTION NOT C SCHEDULED - 7 /(9:30 PERMIT NO. rW/o f COMPLETED ADDRESS /OOI T OWNER CONTR. 7t TELEPHONE NO. c952 Z9'2- De/i DESCRIPTION — �( J vV 6. 4, 01 FOOTING 11 MECHANIC L RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS h 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc a 0 cc rip .o oK a o w b L,(9, cc c}.2..e• 'Z t / goo-7 W I „, cc - .L7tic-.6J'\. q fa.S,5 a 2 WORK SATISFACTORY:PROCEED ❑ P JECTCOMPLETE W ❑CORRECT WORK&PROCEED ISSUE C TIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY c BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n xt inspection 24 hours in advance. (952) 249-4600 Owner/Co ra r it�;/"' ", Inspector. -- White Copy/Inspector's File` Canary Copy/Site Notice #.27 fA C� DATE TIME \/ CITY OF ORONOCALLED IN / INSPECTION N TIC SCHEDULED / � / ""- O� PERMIT NO. -Oc/ �CO0MPLE Eq ADDRESS /00/ !/J/1 �C /Jars 6 /� OWNER CONTR. 1/14///4_,,r1 £ - ftim TELEPHONE NO. 9Sa 34, 7 6 et.7c, DESCRIPTION "-'stn�- W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cc U.. 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 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cc Q.CC O v CC CC W W Ci W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY (..) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. Li PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUI ED.CALL TO ARRANGE ACCESS. Call forte ext inspection 24 hours in advance. (952) 249-4600 Owner/Co or Inspector. White Copy/Inspector's ile Canary Copy/Site Notice CONT. R ID6E VENT 1-3" I'-0" 3'-0" 1'-611 ❑ 514AKE 5101NG VER. WINDOW TRIM AT 510E AND REAR ELEVATION5 a 121 1 12 12 8.751 ,E G ❑ : PT. WINDOW 24" CANT 514AKE 5112INO -jJJ CD �LCD �L0 00 SECOND FLOOR CLO --------------- � j J_ 1 1��J _co EXI5TIN6 GRADE 5EE DETAIL "A" LEFT ELEVATION. 5CALE: 1/8"0-011 13'-0" 10" TRIM _ 8" _ O ;r 411 4u 3" ' BRACKET "B" BRACKET "G" 4 BRACKET "A' 4" TRIM OVER 12" TRIM 12 12 6" TRIM 12" DEEP 5OFFIT lV FRONT ELEVATION. 5CALE: 1/4"44" IST FLOOR 2,404 50. FT. 2ND FLOOR 987 50. FT. TOTAL 3,391 5Q. FT. 1,620 50. FT. (FUT. 851AT. FIN.) 670 50. FT. (BONU5 ROOM) 200 50. FT. (PORCH) JJJ BOX OUT 8° D.V. GAS F.P. VENT CONT. RID6E VENT 5ADDLE W/ FULL ICE-514IELD & ADJACENT WALL5 VER. WINDOW TRIM REAR ELEVATION AT 510E AND 5CALE; 1/8"4-011 REAR ELEVATION5 4'-0" oil 4/12 COPPER ROOF da E F i cp ...::_ - ------ - 10 ---- Jar.-��)❑ MANUF. 5TONE VENEER BASE 12 \ 12 12/12 9.25/12 co 5EE DETAIL "B" 4'-0" 5EE DETAIL "C" CONT. RIDGE VENT 6" 1'-6" 12 9.25 ❑ 12 j 12 II 7 W Q 0 IA J W ad w z 0o 0 U) V 00 _� 5.25t/12 9„ z cr ui o �0 �00 . z D Q. z a `�° • 44C m V.. Jo p o o0. r 12/12 6 12 12" TRIM BD. I Z �000 ❑ ❑❑❑❑ 1f 011 SHAKE 51DIN6 v ❑ ❑ w s�sj Ll 1:1 w o� z z �w Quo t - OL woQ VER. WINDOW TRIM OL N �- AT 510E AND `t ~ REAR ELEVATION5 O o o QQOL O = cs) o KICKOUT FLA5HIN6 TO BE IN5TALLED A5 NEEDED * EXTERIOR WALL FIN 15HER TO VERIFY K IGKOUT FLA5HING 15 IN5TALLE9 PRIOR TO FIN15HINO * CARPENTER FLA514 ALL EXTERIOR WINDOW5 AND DOORS ACCORDING TO MN & IBC CODE REOUIREMENT5 514AKE 511?ING SKAAR RESIDENCE 1001 W I LDHE ARST TRAIL, ORONO 12 12 SADDLE W/ FULL- ICE-511IELD & ADJACENT WALL5 EXI5TIN6 GRADE & ENTRY CD �LCD �L0 00 SECOND FLOOR CLO W Q 0 IA J W ad w z 0o 0 U) V 00 _� 5.25t/12 9„ z cr ui o �0 �00 . z D Q. z a `�° • 44C m V.. Jo p o o0. r 12/12 6 12 12" TRIM BD. I Z �000 ❑ ❑❑❑❑ 1f 011 SHAKE 51DIN6 v ❑ ❑ w s�sj Ll 1:1 w o� z z �w Quo t - OL woQ VER. WINDOW TRIM OL N �- AT 510E AND `t ~ REAR ELEVATION5 O o o QQOL O = cs) o KICKOUT FLA5HIN6 TO BE IN5TALLED A5 NEEDED * EXTERIOR WALL FIN 15HER TO VERIFY K IGKOUT FLA5HING 15 IN5TALLE9 PRIOR TO FIN15HINO * CARPENTER FLA514 ALL EXTERIOR WINDOW5 AND DOORS ACCORDING TO MN & IBC CODE REOUIREMENT5 514AKE 511?ING SKAAR RESIDENCE 1001 W I LDHE ARST TRAIL, ORONO 12 12 SADDLE W/ FULL- ICE-511IELD & ADJACENT WALL5 EXI5TIN6 GRADE & ENTRY SECOND FLOOR CLO --------------- _co cn 5EGOND FLOOR - - - - FIRST FLOOR CLO RG B 10-4-05 RG 9-20-05 =� FGHD 09-07-05 BGHO 7-29-05 DATE: 7-29-05 REVISIONS: 08-29-05 JR FIRST FLOOR 9-15-05 co ----- 9-20-05 GD 9-29-05 10-4-05 Co 85MT CEILING DRAWN BY: —co J J COMM. NO. 205274 SHEET NO. 135MT FLOOR- I * 9' POURED WALLS W/ 51N6LE PLATE * WINDOW5 5ET 8 8'T1415 LEVEL (UNLE55 NOTED OTHERWI5E) VER. ALL WINDOW, DOOR & G.O. HDR. H6T5 FLOOR TRU55E5 TO BE L/480 FOUNPAT ION PLAN 5GALE= 1/4"4-0" 1,620 50. FT. (FUT. FIN.) Olt FD FD It co .j Lf) J Lr' co ti K) Z _ `° W Z Q o J W FD In W a adW Z 00 � 00 W CD Z� � .0 — DOO Vti • Z H D M 0eZQLo .Qm L J0 • 0 O a0) n °6 u- w O O � z w Q �O � pz� � Wed N F- p O�H � 01�-0(Y oN Qd0 DATE: 7-29-05 REVISIONS: nu-120-na . rc 9-15-05 GD 9-20-05 GD 9-29-05 10-4-05 GD DRAWN BY: J.l COMM. NO. 205274 SHEET NO. 2 c e e v I nAl-^ll * MARVIN INTEGRITY WINDOW5 * WINDOW5 5ET & 81 TH15 LEVEL (UNLE55 NOTED OTHERWI5E) * VER. ALL WINDOW, DOOR & G.O. HDR. HOT5 * 91-1 I/811 61-6. HOT. * FLOOR TRU55E5 TO 6E L/480 F IR5T FLOOR PLAN SCALE: 1/411=11-011 2,404 50. FT. 200 50. FT. (PORCH) W od�Z V U) 0O U) 00 w cy ZZ� w0 O t CO Z D rl_ • I- N M z Q • � Ln U • J o o 00.0) 0.0 L CZ O :2 (s) DATE: 7-29-05 REVISIONS: 08-29-05 JR 9-15-05 GD 9-20-05 GD 9-29-05 10-4-05 GD DRAWN BY: JJ COMM. NO. 205274 SHEET NO. 3 1. ICE & WATER 5HIELO ALL VALLEY.5 IGF- & WATER 5HIELD 24" UP ALL WALLS WHERE ROOF RUNS ALONG WALL * ALL 5CREW5 OR NAILS BEING DRILLED THROUGH STUCCO OR 510ING MU5T BE PRF--DRILLF-D AND 515-ALE0 W/ 51L ICONS TO PREVENT WATER LEAKAGE * ALL 5U13CONTRACTOR5 MU5T 5EAL ALL PENF-TRATION5 TO EXTERIOR OF HOU515- WHEN ANY HOLF-5 ARE GUT OR PF-NF-TRATION5 ARE COMPLETED * FLA51.1 ALL WINDOW5 AND DOOR5 KICKOUT FLASHING TO BF- IN5TALLE12 BY ROOFF-R5 2. CONTINUOUS VAPOR BARRIER AT ALL WALL FRAMING TO EXTERIOR AND ON TOP OF ALL TOP PLATF-5 TAPE ALL VAPOR 5ARRIF-R5. FOAM ALL WIRE5 AND ITF-M5 THAT PENETRATE VAPOR BARRIER, FOAM AROUND ALL W INDOW5 AND DOORS. TO ATTIC ALL GANTILEVER5, CORNER5. & RIM5 TO BE COVERED W/ BLDG. PAPER PRIOR TO 510ING. 5T000O / 5TONE ATTACHMENT I. GALL FOR INSPECTION TO VERIFY COMPLIANCE WHEN PAPER 15 COMPLETE IN ONE WINDOW AREA. 2. WEATHER RE515TIVE BARRIER5: WEATHER RF-515TIVE BARRIERS OVER WOOD BASED 5HEATHING 514ALL INCLUDE 2 LAYERS OF GRADED PAPER. NOTE TYPE 15 OR 150 FELT 15 NOT GRADE D PAPER. VERTICAL JOINTS IN PAPER SHALL BE LAPPED AT LEAST 2 INCHES 3. EXTERIOR OPENING5 FLASHED: EXTERIOR OPENINGS 514ALL BE FLASHED. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLA5HIN6 UNLE55 THE MANUFACTURERS INSTALLATION INSTRUCTIONS ARE PROVIDED ON 517E 5TATING THE FLANGE 15 ACCEPTABLE AS FLA5HIN6. 4. WINDOW FLANGES: PAPER SHALL BE INSTALLED ON THE BOTTOM AND 51DE5 OF WINDOW BEFORE INSTALLING WINDOW. PAPER ON THE TOP OF WINDOW 514ALL GO OVER THE WINDOW FLA5HING. A SECOND LAYER OF PAPER SHALL BE INSTALLED OVER THE SIDE WINDOW FLANGE5 5. WINDOW OPENINGS: CAULK OR TAPE WINDOW OPENINGS TO MAKE THEM WATERPROOF. OTHER OPENING5 MUST BE CAULKED WEATHERPROOF. 6. PAPER ENTIRE WALL: PAPER MUST BE INSTALLED ON THE ENTIRE WALL INCLUDING WITHIN THE SOFFIT FRAMING. ALL PAPER MUST BE INSTALLED 514INGLE FASHION TO DRAIN OUT. 7. FLASHING KICKOUT FLA5HING 15 REQUIRED AT WALL/ROOF INTERSECTIONS WHERE THE ROOF LINE DOES NOT EXTEND PAST THE WALL. OTHER OPF-NIN65 SHALL BE FLASHED TO MAKE THEM WEATHERPROOF. 8. WEEP 5GREED: A CORRO51ON RF-515TANT WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2" INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE. THE 5CREE12 MUST Be PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE CONCRETE AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR. WEEP 5CREED5 MAY Be JUST BELOW THE PLATE LINE OR MAY EXTEND ONTO THE FOUNDATION, PROVIDED THERE 15 PAPER ON THE FOUNDATION. STUCCO MUST COVER, BUT NOT EXTEND BELOW, THE LATH AND PAPER ALL CANTILEVERS, CORNERS AND RIMS TO Be COVERED W/ BUILDING PAPER, PRIOR TO 51DING 12 9.25 DUAL PITCH STEPPE ENERGY LEG MONO TRUSSES 8 24" O.G. loll r 31-6" 2-9 1/2" ML. 2-2x10 1'-011 3/4" T&G PLYWOOD BOX 5UBFLOOR --I 1811 FLOOR TRUSSES 0 19.21' FOUNDATION WALL DAMP PROOFING 108" OF 811 POURED 20"x8" GONG. FTG. 0 PROVIDE SOLID BLOCKING AT ALL SUPPORT BEAMS TO POINT LOADS VENT OOF I* -200° 5SOFFIT 10% ROOF GIRDER TRU55 R-44 IN5UL o 5/8" GYP. BD c' W/ V.B. 2'-0" SOFFIT 0 9' (OPT. WOOD VS GYP. BD.) HALF WALL W/ WO GAP cp lV 4 MIL POLY VAPOR 1/2" GYP BOARD 3/4" T&G PLYWOOD 2x6 FLOOR TRU55 PER PLAN 1/2" GYP BOARD 4 MIL POLY VAPOR 1/2" GYP BOARD ROOF 2350 5141WLE5 150 FELT 5HEATHING ROOF TRUSSES 9 24" O.G. (BY MFG) VAPOR BARRIER 5/8" 5HEETROCK 12L EXTERIOR FIN 15H PER PLAN 5HEATHIN6 PER PLAN 2X6 5TUD5 0 1611 OG R-19 INSULATION 1 1/2" FOIL BACKED RIGID INSULATION PLYWOOD SHEATHING RIM IF SIDING 15 USED RIM DETAIL c ALUM. FASCIA ALUM. SOFFIT W/ VENTS 11F1' TRIM IN5UL. RIM (TYP) 2x61 TRF TED PL�Tq j to 1/2" x18' A.B. 8 6 -0 O.G. ICE SHIELD OR EQUAL W/ SILL SEALER 20" OF 6" POURED TO 24" INSIDE WALL 108" OF 10" POURED 20"x811 GONG. FTG. 2x4 FURRED WALL _ 3/4" T&G PLYWOOD W/ R -I I IN5UL. (TYP) 2x6 5TUD5 0 1611 O.G. m 3 1/2" GONG. FLOOR 4" OF 6" POURED W/ POLY UNDER STEPPED L� 5CI55OR `" GIRDER 12 TRU55 12 DRAIN TILE AS REQ. GONG. FTG. 6R055 SEDT ION IIAII SCALE= 1/4"=1'-011 EXTERIOR WALL SIDING (SEE ELEV) HOUSE WRAP BILT-RITE 5HEATHIN6 2x6 STUDS a 16 O.G. R-19 INSULATION VAPOR BARRIER 1/2" 5HEETROCK 1'-0" SHEATH & SOFFIT MIN. R-30 IN5UL BEAM BEYOND -------------- - --- - -- -ARCH SOFFIT 100" OF 8" POURED 16"x8" CONC. FTG. W vO FOUNDATION WALL DAMP PROOFING 8" OF 6" POURED 100" OF 10" POURED 20"x811 GONG. FTG. 1/211 GYP. BD. — 2x4 FURRED WALL W/ R -I I IN5UL. (TYP) DRAIN TILE A5 REQ. GIRDER TRU55 VENT ]ROOF I* -200* 5076 SOFFIT 50% ROOF CLO LINE BEYOND AT BEDROOM 04 R-44 IN5UL 5/811 GYP. BD W/ V.B. srw '-3" L J 0 J 0 co r - w z X Q o 55 J W �Ld z z !RU) 0o U)o0 wC0 Z0� �o o -m Z ; N1� aZa . Q m Jo 0 • o �0') a j to ICE SHIELD OR EQUAL TO 24" INSIDE WALL VENT BAFFLES 3/4" T&G PLYWOOD AT 24" O.G. SUBFLOOR STEPPED L� 5CI55OR `" GIRDER 12 TRU55 12 I I I- -` I I I --------I 18" FLOOR TRUSSES 8 19.2" I I I ------ I I r------ I I I-------� 1 1 1--------1 2-9 1/2112'-O° ML DR li.6u li_0n I IL ------J 1 II I I I r ------i I--------- 1 1� --------I L_------ co _ _ =+p 0--------4I 1 L ------JI I 111 r ------1I 1--------1 I �--------I I 1 I I 1 3-I 17/8 u ML FL 3/4" T&G PLYWOOD 5U5FLOOR I I I 18" FLOOR TRU55E5 0 19.2" nil I I L------ I I I I I r -------t I I I--------1 I I L ------J I 11 r-------1 r -------I I --------I 1 L ------JI 1 11 I I 1 - 1 1 1 STAIRWAY NOTE5: STAIRWAY HEADROOM TO BE 6'-8" MIN. HANDRAIL HEIGHT TO BE CONT. 34" TO 38" ABOVE N051NG, ALL OPNG'5 LF -55 THAN 4" 3-2xI2 5TRINGER5 10" TREADS o WIUx BEAM FL W/ 2x6 TRTD PLATE SHEATH & SOFFIT 2�_0u MIN. R-30 IN5UL CANT DATE: 7-29-05 REVISIONS: 08-29-05 JR 9-15-05 GD 9-20-05 GD r------- I 1 F -------i I L ------JI 1 II I I 1 9-29-05 10-4-05 GD r------- I N -------I I I I 3 1/2" GONG. FLOOR W/ POLY UNDER O 411 OF 6" POURED 6 R O 5 5 5 E G T I O N IMI R-10 IN5UL. 44" OF 8" POURED 20"x8" GONG. FTG. DRAWN BY: ii COMM. NO, 205274 SHEET NO. 5 6RO55 5EGT ION "611 5GALE= 1/04-0° 16° OF 6° POURED 100° OF 2° POURED 30°xl2° GONG. FTG. W/ 3-h5 RE.BAR 42° OF 81° POURED 20°x8° GONG. FTG, 6R055 5E6T ION "011 5GALE: 1/4"=0-011 2-11 7/8° MU 6R055 5E6TION IlEll 5CALE: 1 /4°=I'-0° 5HEAT14ING W/ GL IP5 FI ° AIR 5PAGE F rI" 5PAGER I° RIGID IN5UL EXTENDED CHOP 5/81, GYP. B0. W/ J VAPOR BARRIER LR -30 FIBER BAT IN5UL. DETAIL @ EXTENDED CHORD 5GALE: I °=1 '-0° SHEATHING W/ GLIP5 I° AIR 5PAGE 111 5PAGER AG ROOM -IN -ATTIC I° RIGID IN5UL EXTENDER 5/811 GYP. B0. W/ J VAPOR BARRIER R-30 FIBER BAT IN5UL. DETAIL @ ROOM-IN-ATTIG ne-Al F: 01_11-0 JLco o J Lr' w Z Q ♦) J LL co W WadW Z 0(.00 � 00 w OD Zq�Ep �O—M pr d. Z Q .Qm jO co • ^^ p o Ii a - O 5-O DATE: 7-29-05 REVISIONS: 08-29-05 JR 9-15-05 W 9-20-05 GD 9-29-05 10-4-05 GD DRAWN BY: JJ COMM. NO. 205274 SHEET NO. 6 N�YY RES C@ /00/ W/LDNUPSTIAbIL 5fir'/Of2 OR o nlp,N11v. vg i/05_ fT r • 41° j • f" PP , 8FL E x t C o/Z L' 4-"c 0Nc. To ' DES /G h1 LiVELOgh , SOPSS' . 11 /e/" C-onic , t '96 `s e 1z O-c-Cy021-) o/f{LL ! CCE,NT E iq ED) 4 ___,NOTES o: /, COklC. STR. ` Fes'; 3012oP-5/ lir) � E? Z D • N S O,C, 2, ALL RE-BAR GRADE 6c 64/0R/z., ) 3 V P.1FyAALL D/MENrlaNs rvia .I Ai 0 -r-z Ifi-r�. p'o'x 2'6,` //-57--'`..0 . 1 d-Yf) t hereby certify that this plan, specification, , a)1 or report was prepared by me or under my direct supervision and that I am a duly . Registered Professional Engineer under the laws of the State of Minnesota. Q a /LG f I . �g/'t. 8RG. S"E�4. eKD Date_yA ,4 " Rot Na E(.34 Y • , I1 oI , G A RA_G E FO U N DA TION PLAN .AL_. otat) - SCAL� •4 .. /• - 0 f ,0• I O' 4 . 044 26 , , o- I . . _ NIW I2ESIDENCEa. foo / WiLDNURSr. TRA/L s1ar �zo 2 - a n dNQ, mm __- 9/z.2/0s Al d 1/-dro ,C Cay,cLE'X' ,"tr`✓, 8`'12e)` • ,�t'i` � 1 O O \ i .. I PROOF/NG - 4 9" 9` _ fr4 c Z'-6"©.t SECTION 'z ,SCALE: X i '-o" . r . /Lh d.D/VC $ WALL t, BEAM --- E/L o OF- — — I-' , 5--- 8FL- x /- x Z,G,. WG-Lae4=d°d.c i /=o'6.C. W8 3� 24 s : 1 ...A., L. DRAIN rILE - ( i d 10 . , .; s GALe; 0 4„ /`Or A, y zi CDS , r �1; r6. o x 2-G'uy/9- �s (MAINTAIN FROST PES 14 WERE REQ ) _5LC77oN C/Z__) SCALe' �z 1'c` /19'1SEP POW #A,c.c' P°°k44° w 4 Y 6-l4 C71(664 iC-1 Ili $w Job Truss Truss Type �, Qty Ply �F+ Units:2 110548281 9".... R500947 14 ROOF TRUSS 1 1 Eng:SWG Cr) Job Reference(optional) Stock Building Supply,Cedar,Mn.55011 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Jun 21 16:08:29 2006 Page 1 O .ter 1-1-6-01 31-12 3111-12 6-0.0 1 10-4-0 I 14.6.4 i 18-8-8 120-1-41 23-0-8 i 25-10-12 I 29-0-8 130-6-81 1-6-0 3-1-12 0-10-0 2-0-4 4-4-0 4-2-4 4-2-4 1-4-12 2-11-4 2-10-4 3-1-12 1-6-0 r 5x8= SCAB TRUSS ON BACK SIDE TRUSS WAS INSTALLED BACKWARDS Scale=1:65.7 /\'�7_ 3x4= 8x10= r 2.5x4 II 3x8= 2.5x4 II 5 6 7 8 9 10 i or .:. 12.00 12 3x46/ Alk x6\\ 2-0"0 li 3x64 // Alk ;-4'100oraria...... 7 12 25 24 23 22 21 20 19 18 17 26 16 15 14 3x10 I I 3x10= 4x4= 3x10=4x6= 2.5x4 II 3x8=10x10= 4x6= 7x6= 2.5x4 NEW REACTION:3507# 7x6 HUS26 Special NEW T-BRACE NEW REACTION:3401# NEW UPLIFT:1303# HUS26 LUS24 NEW UPLIFT:1503# 1 3-1-12 3111-12 6-0-0 1 10-4-0 I 14-6-4 1 18-8-8 120-1.41 23-0-8 1 26-3-12 261-829-0-8 I 3-1-12 0-10-0 2-0-4 4-4-0 4-2-4 4-2-4 1-4-12 2-11-4 3-3-4 0-2-12 2-6-0 FABRICATE SCAB TRUSS AS SHEET(2 OF 2). ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"APA RATED SHEATHING 48/24 EXP 1) FABRIC SCAB TRUSS TO EACH SHOWNFACON EXISTING TRUSS WITH TO EACH FACE OF TRUSS WITH 16d(3.5"X.131")NAILS DRIVEN THRU BOTH SHEETS TWO ROWS ORU10d(S 3 X OF SPACEDI6" IN OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: ALL ALIGNINGOWS MEMBERS1 UNLESS 3")NS NAILS SPAIO.C.0.C.INED. 2 x 3's-1 ROW,2 x 4's-2 ROWS,2 x 6'S AND LARGER-3 ROWS:SPACED©0-4-0 O.C. USE 3 ROWS IN ALL MRS UNL SS OTHERWISE THAN 2X4 NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NOT CUT SCAB TRUSS) NET 0-2-0 O.C.SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. (DOPlate Offsets(X,Y): [2:0-2-8,0-3-4],[5:0-5-4,0-2-12],[10:0-6-8,0-4-0],[11:0-2-0,0-3-0],[12:0-1-0,0-1-12],[15:0-2-12,0-4-8],[16:0-2-8,0-1-8],[17:0-3-8,0-5-0],[23:0-3-0,0-4-0], [24:0-3-8,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.12 18-19 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.46 Vert(TL) -0.17 18-19 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.04 15 n/a n/a BCLL 0.0 Code IBC2000/ANS195 BCDL 10.0 (Matrix) Weight 2481b LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-6-8 oc purlins, except end verticals,and 2-0-0 oc purlins BOT CHORD 2 X 6 SPF 2100F 1.8E (4-0-11 max.):5-10. WEBS 2 X 4 SPF Stud'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-21 2 X 4 SPF No.2,7-21 2 X 4 SPF No.2,7-18 2 X 4 SPF No.2 WEBS 1 Row at midpt 10-16,10-17 11-16 2 X 4 SPF No.2,10-17 2 X 4 SPF No.2,2-25 2 X 4 SPF No.2 2 Rows at 1/3 pts 11-15 2-24 2 X 4 SPF No.2,12-14 2 X 4 SPF No.2 REACTIONS (lb/size) 25=3611/0-5-8,15=3870/0-5-10(input: 0-5-8) Max Horz25=191(load case 6) Max Uplift25=1502(load case 6),15=-1879(load case 5) Max Grav25=4131(load case 2),15=4423(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/177,2-3=-3768/1481,3-4=-3675/1532,4-5=3285/1376,5-6=2939/1268,6-7=-2937/1267,7-8=-2980/1384, 8-9=-2980/1384,9-10=-2856/1374,10-11=-2402/1271,11-12=72/370,12-13=0/177,2-25=-4045/1498,12-14=-127/57 I Hereby certify that this plan,speci- BOT CHORD 24-25=-239/158,23-24=-1141/2510,22-23=-1175/2588,21-22=-1045/2395,20-21=1355/3166,19-20=-1355/3166, fication,or report was prepared by 18-19=-1355/3166,17-18=-1308/2855,17-26=-859/1675,16-26=-859/1675,15-16=-198/392,14-15=-99/44 me or under my direct supervision WEBS 3-24=-546/201,5-22=-527/890,5-21=-483/1110,6-21=-478/222,7-21=-507/312,7-19=0/180,7-18=-368/46,8-18=-360/178, and that I am a duly' _- - 1)- 10-16=1607/357,11-16=-1173/2459,11-15=-4144/1801,4-23=-494/804,3-23=-268/449,4-22=-590/473,9-17=-796/190, Sessional En.'• ��,a laws 9-18=-124/646,10-17=1182/3103,2-24=-1005/2590,12-15=191/144 �`r of the - "" /r.�r NOTES �,./ �/� 1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp C;partially;MWFRS gable end zone;cantilever left and ;•/" S.REDWANLY right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf=35.0 psf(flat roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs DATE REG.NO.24159 non-concurrent with other live loads. Continued on page 2 June 26.2005 4 t ® WARNING-Verifydesign14515 N.Outer Forty,parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MG/-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite e300 Applicability of design aramenters and proper incorporation of component is res onsibili of buildingdesigner-not truss designer.Bracingshown Chesterfield,MO 63017 PP tY 9 P P P P P P y 9 9 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI1 Building Component M Tek' Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. i ! Job Truss Truss Type Oty Ply 110548281 R500947 14 ROOF TRUSS 1 1 Job Reference(optional) Stock Building Supply,Cedar,Mn.55011 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Jun 21 16:08:29 2006 Page 2 NOTES 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)WARNING:Required bearing size at joint(s)15 greater than input bearing size. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1502 lb uplift at joint 25 and 1879 lb uplift at joint 15. 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 10)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 16-1-8 oc max.starting at • 3-11-12 from the left end to 20-1-4 to connect truss(es)KGR(1 ply 2 X 6 SPF) to front face of bottom chord. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 20-11-12 from the left end to connect truss(es)J(1 ply 2 X 4 SPF) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)257 lb down and 598 lb up at 22-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-84,2-5=-84,5-10=-84,10-12=-84,12-13=-84,15-25=-20 Concentrated Loads(Ib) Vert:16=-257(F)23=1877(F)17=-1875(F)26=-257(F) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 11D7'EE REFERENCE PAGE 1411-7473 BEFORE USE. 14515 N.Outer Forty, Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage-delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component M Tek• Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. II- . i Job Truss Truss Type lir Qty Ply 110548282 iollir R500947 I4SCAB ROOF TRUSS 1 1 Job Reference(optional) Stock Building Supply,Cedar,Mn.55011 6.200 e Oct 18 2005 MiTek Industries,Inc. Fri Jun 23 10:02:18 2006 Page 1 3-1-12 I3-10-9 6-0-0 17-1-15 I 10-5-12 3-1-12 0-8-13 2-1-7 1-1-15 3-3-13 8x10 Scale=1:33.1 3x6 II 5.6\\ 3x8 II 3 3x0// 10 11 1 12.00 1z '� ,., 71 7x6= 1 tttttttttt i Illti — .1 is. MIN IN • ._ [d 4x10= 7x8= 8 7 6 5 12 13 4 3x8 II 3-11-12 8x10= 7x6= 2-6-0 -1-121 I 6-0-0 I 10-2-4 101-5112 2-6-0 0-7-12 0-10-0 2-0-4 4-2-4 0-3-8 Plate Offsets(X,Y): [1:Edge,0-2-12],[3:0-6-1,0-3-5],[4:Edge,0-3-8],[5:0-5-0,0-4-4],[6:0-2-8,0-44],[7:0-3-8,0-2-0],[11:0-2-8,0-2-8] PLATES GRIP MT20 197/144 Weight:85 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. [P] BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF Stud'Except* JOINTS 1 Brace at Jt(s):9,10 1-8 2 X 4 SPF No.2,1-7 2 X 4 SPF No.2,4-11 2 X 4 SPF No.2 CROSS BRACE DETAIL ), Attach to blocking or Adirectly into top chord. II CROSS BRACE I Hereby certify that this plan.speci- fication,or report was prepared by A me or under my direct supervision and that I am a dyblrticg Pro- fessionalEngirle'er -the laws of thrState oj ' _- - i -/ C{BY S.REDWANLY DATE REG.NO.24159 SCAB TRUSS June 26,2006 AWARNING-D design14515 N.Outer Forty, e Verify y fp parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE I(D-7473 BEFORE OSE. Suite#300 Design valid for use only with rutTek connectors.This design is based only upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI1 Building Component M Tek' Safely Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719.