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HomeMy WebLinkAbout2003-P06851- addn/remodel/repair PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway- PO Box 66 P06851 Crystal Bay, Minnesota 55323 Permit Type: Addition/Remodel/Repair (952) 249-4600 Date Issued: 10/10/2003 SITE ADDRESS: 4735 Tonkaview La Mound,MN 55364 PID: 07-117-23-32-0004 DESCRIPTION: UBC occupancy R3 Proposed Use: Residential Construction Type VN Permit Class: Building Census Code 434 Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Addn/Remodel/Repair DETAILS: Approved per resolution#: Separate permits required: Plumbing iviechani,cai meemcai(stale) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 713.75 Valuation: $ 60,000.00 Plan Review Fee: $ 464.03 State Surcharge Fee: $ 30.50 TOTAL FEE: $ 1,208.28 APPLICANT: Owner/Self OWNER: Stuart Whitman MN 4735 Tonkaview La Mound MN 55364 THE UNDERSIGNED HEREBY REQUESTS PERMISSION T QUE 0 O 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. r APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Sienitures Required).1-Applicant.1-Monthlv Reports. 1-Assessing, 1-Finance Page 1 Total Fee: $ Date Received: Entered By: Permit #: 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) OWNED R CONTRACTOR JOB SITE ADDRESS: y"13 5 y ie-Lxj V�o ZIP• NAME OF OWNER: L XA- PHONE: (home)9SD- Q j a 19.98 i (work) MAILING ADDRESS: -�`13 T(}� V lCAA-)C TY: Or c.)y _tv.) ZIP: CONTRACTOR: PHONE:W-4-1� l Ci i CONTACT PERSON: OBILE/PAGER: (0 ap-1 MAILING ADDRESS: CITY: (O(�;)--ZIP: STATE LICENSE: # 4 9 Q 66- ARCHITECT/ENGINEER: ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION# TYPE OF WORK: New Addition X_ Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detai X STORIES: + "Q.FEET OF EACH FLOOR: NO. F BEDROOMS: �GJA,V' AGE STALLS: ATT. DET. f- ESTI ATED CO STRUCTION 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: DATE: NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 9 Sec.13.04 RIGHTS OF SUBJECTS OF DA TA f Subdivision 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 lndividuaL 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 supplyprivate or confidential data;and(d)the identity of other persons or entities authorized by state orfederal 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 ofrevenue 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,certing,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 ofpublic orprivate data concerning himself. To exercise this right, an individual shall notes in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the datafound to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notes 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 PRIVACYADVISORY In accordance with M.S.13.04,Subd.2,"Rights ofsubjects ofdata",wewouldliketoinformyouthatyourrequestforapermitorlicense 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. Ifyour requested permit or license requires Council action to approve,some information may become public. S. You have certain rights under M.S. 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. PLEASE PRINT First i Idle Last 4-15 Address Drtr-�c� City State Zip Phone I understand my rights as stated above. Signature 10 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: L1735- "73N1v4 V/C,ZJ b4>v e PID.- DESCRIPTION ID:DESCRIPTION OF WORK AM) 176 oy S ------------------------------------« -- -«--«-----------------------------------------------------------«---- ZONING REVIEW BY: DATE APPROVED: BUILDING REVIEW BY.• DATE APPROVED. i o - v o -o-3 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes 1/ No PLANREVIEW Yes�� No SEWER COMVEC77ON STATE SURCHARGE Yes f,- No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITE INSPECTION Number of SAC Units OTHER (specify) -------------------------------------------------------«-------------------------------------------------------------- ZONING CHECKLIST Zoning District: Fire Department: Post Office: School District: Lot Area: Sq;ft. Acres Width Depth Survey Submitted: Yes o- No Date of Survey: 9.16. 0 3 Proposed Setbacks: Front (Lake): Right Side: Zit' Rear (Street): 7 p t Left Side: Y f,± Adjacent Structures: Al 4A Wetland: W/,4 Building Height: Def. Hgt. O-\C Peak Hgt. Lot Coverage: 4 5 "r/o Grading: Staff Approval Date: — By: Council Approval Date: Septic: Staff Approval Date: — By: Zoning File: # — Resolution: # Resolution Date: Shoreland District: \t-el Avg.Setback:'_&64- Bluff Setback: N (A-- Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' /3•q 500-1000' Hardcover Variance Required. Yes No pr Date of Council Approval: REMARKS(in house): 32 BUILDING REVIEW CHECKLIST UBC: 12 . 3 CONSTRUCTION TYPE: \/N Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = X = TOTAL Estimated Construction Value: $ 66,00649- Inspections 6,006 °gInspections Required. Work Requiring Separate Permits: Site or Plumbing Fire Hardcover Removal is Mechanical Water Connection Footing Septic Sewer Connection Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) Final Grading/Filling Electrical (State Permit) Other REMARKS(INHOUSE): --------------------------------------------------------------------------------------------------------------------- REVIEW BY OTHERS: DATE. Access: Existing New Access Approval: Date By: ------------------------------------------------------------------------------------------------------------------------ REMARKS (TO BE NOTED ON PERMIT): 33 HARDCOVER CALCULATION WORKSHEET cop SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500 y EXISTING HARDCOVER IN ZONE A. House -2-,� , 01 x _n , 3 = 1 y Z1 S.F. Length Width .q x l = h at ,�S °� S.F. x = S.F. x = S.F. B. Garage - LA , S x ZS '2- _ I� I�1 , � S.F. C. Driveway 30 ,'Z x 2 _ —��j9 S.F. x = S.F. D. Sidewalk C' x = 1 l0"1 , S.F. x 3 = I 'l , y S.F. E. Patio/Deck 2D , x = i $ . �� 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 - �5 b .S S.F. A TOTAL PROPERTY AREA IN ZONEo 3 1 q B A �, Sl�lo - B a5 , x100 = 1b, ZS % PROPOSED HARDCOVER IN ZONE A. House 31 ,E x 33 ,2 = �p4�j , 0� S.F. Length Width 13,pt x 7�, = Z-10l ,��j S.F. x _ \—1 Co S.F. x = S.F. B. Garage Z y S x Zrj, 'L = to I'1 S.F. C. Driveway x , _ --13� S.F. x = S.F. D. Sidewalk x _ �j 0, S.F. x = S.F. E. Patio/De^ck x S.F. x �� _ Flo 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 - j'�rj ?j,�, S.F. A TOTAL PROPERTY AREA IN ZONE _ S p �'1 ,`�1 5'—S.F. B A 3353, 51 _ B 3 100 24 1 Job Site?,ddress: T/3 r �KAV Ile-44 + F PLACE YOUR CITY LOGO HERE 1 } Provided for your use-courtesy of the "CATEGORY 1" ALTERNATE FOR City of Inver Grove Heights ONE & TWO FAMILY DWELLINGS L 651-450-2550 INSTRUCTIONS: This alternative may be used for one- and two-family dwellings built to meet the Category 1 requirements of Minnesota Rules, Chapter 7670. Complete Parts A,B, and C. Clearly mark plans with: insulation R-values; window and skylight U- values; size and type of equipment; equipment controls; and location of vapor retarder and -windwash barriers. More detailed information can be found in the Minnesota Energy Code summary sheets available from the Minnesota Department of Commerce. Part A. BUILDING ENVELOPE _.___.resc_..w__.�_..m..._..�.�...._..�__ .__ Check proposed envelope joint sealing option Prescriptive(caulking gaskets,etc.) ❑ Performance(test per 7670.0470 subp. Check thermal energy calculation option used 4 ❑ "Cookbook" (complete worksheet below) ❑ MnCheck method(attach report) - ❑ Performance (attach U-value calculations) C] Systems Analysis method(attach analysis) "Cook-book" MININIUi<I REQUIRErvIENTS Worksheet (for"Cookbook"option only) Ceiling Insulation: Minimum R-38 with 7%"energy heel; or INSTRUCTIONS Minimum R-44 with low truss heel; or Step 1. Check item(s)that design meets on Minimum Requirements list Minimum R-38 with R-5 sheathing when no attic. to the right.Must meet all items to use"Cookbook"option. Entry Doors: Max.U-value of 0.30 or 1'/,"solid wood with storm Step 2. Indicate proposed wall type on table below. `9 Rim Joist Insulation: Minimum R-19 Step 3. Indicate Window U-value and source. ❑ Floors over unconditioned spaces: Minimum R-24 Step 4. Verify total window(including area of all foundation windows) ❑ Foundation Insulation: Minimum R-10 and door area is equal or less than allowable percentage. ❑ Foundation windows: '/2"insulated glass,wood or vinyl frame TABLE FOR DETERMINING MAXIMUM WINDOW AND DOOR AREA Maximum Allowable Total Window and Door Areaas aPercentaee of Exposed Wall ' 12% 14% 16% 186/. '20% 1 22% %` 24 6% 28% Walt Type (Standard Framing): Maximum Average Window U-value(except foundation Mndows): ❑ 2x4,R-13 insulation, b R-7 sheathing 0.55 0.47 0.41 0.36 0.33 0.30 0.27 0.25 0.23 ❑ 2x4,R-15 insulation, & R-5 sheathing 0.52 0.45 0.39 0.35 0.31 0.28 0.26 0.24 0.22 ❑ 2x6,R-19 insulatioq,,-<R-5 s eat I 0.48 0.41 0.36 0.32 0.29 0.26 0.24 0.22 0.21. 2x6,R-19 insulatio , ll R-5 sheat 0.56 0.48 0.42 0.37 0.34 0.31 0.28 .2( 0.24 ❑ 2x6,R-21 insulation,<R-5 sheathing 0.51 0.43 0.35 0.34 0.30 0.28 0.25 ❑ 2x6,R-21 insulation, G R-5 sheathing 0.58 0.50 -0.44 1 0.39 1 0.35 0.32 1 0.29 1 0.27 1 025 Wall Type (Advanced Framing): Maximum Average Window U-value(except foundation windows): 2x6,R-19 insulation,<R-5 sheathing 0.52 0.45 0.39 0.35 0.31 0.28 0.26 0.24 0.22 ❑ 2x6,R-19 insulation, b R-5 sheathing 0.58 0.50 0.44 0.39 0.35 0.32 0.29 0.27 0.25 ❑ 2x6,R-21 insulation,<R-5 sheathing 0.55 0.47 0.41 0.36 0.33 0.30 0.27 .0.25 0.23 ❑ 2x6,R-21 insulation, b R-5 sheathing 0.60 0.52 0.46 0.41 0.36 0.33 0.30 0.28 0.26 Window U-value: -� Source: l ❑NFRC ❑ ASHRAE 1993 Handbook .Pt, /o window&door area gross exposed wall area DE GN ALLOWABLE (from table above) MINNESOTA ENERGY CODE - WHICH RULES MAY I USE ? TYPE OF RESIDENTIAL BUILDING APPLICABLE RL'I,ES Detached R-3 occupancy 1-and 2-family dwellings Chapter 7672; or ; Examples: single family,twin homes,duplexes . Chapter 7670"Category 1" with statutory depressurization and ventilation requirements' Attached R-3 occupancy dwellings Chapter 7674;=;:or. Examples: triplex townhouses and row houses r _Chapter 7670 with either"Category 1" or "Category 2" provisions R-1 occupancy buildings of 3 stories or less Chapter 7674;or .. Examples: condominiums or apartments Chapter 7670 with either"Category I" or "Category 2" provisions- R-1 occupancy buildings over 3 stories high Chapter 7676 'Examples: high rise condos or apartments ;,,, 11 Part B. DEPRESSURIZATION PROTECTION Check option used: ❑ Fuel burning equipment (complete schedules below) O'No fuel burning equipment INSTRUCTIONS EXHAUST/MAKE-UP'AIR SCHEDULE* `. Step 1. Complete the Combustion Equipment Schedule below. Only equipment Exhaust devices over 300 cfm Flow with a Y(Yes)may be selected under the"Category 1"alternate. cfm.. Step 2. Complete Exhaust/Make-up Air Schedule on the right if direct or power "'>cfm vented or solid fuel atmospheric vent space heating equipment is selected. cfm COMBUSTION EQUIPAIEN SCHEDULE (check all types proposed) Space heating-nonsohd fuel ❑ Sealed combustion Y ! Hearth — nonsolid fuel ❑ Sealed combustion Y ❑ Direct or power vented Y*, E3 Direct or power vented Y Atmospherically vented.: N Atmospherically vented'' N. Water heating-nonsolid fuel ❑ Sealed combustion Y Space heating-,solid fuel ❑ Atmospherically vented Y*;. ❑ Direct or power vented Y Water heating solid fuel ❑ Atmospherically vented Y Atmospherically vented' N ° Hearth-solid fuel L3 Atmospherically vented *; If atmospherically vented,solid:fgel or direct or::power vented nonsolid fuel space heating is:installed, then make-up air.to match now is required for each individual exhaust deviee'which exceeds 300 cubic feet per minute. , Part C1. VENTILATION r VENTILATION QUANTITY r : r (Mechanical ventilation must be provided per the larger quantity calculated below) Zg,LA1 Z cubic feet x 0.00583/minute =' �(o cfm` ( a 15 cfm/bedroom)+15 cfm cfm volume of habitable rooms . number of bedrooms VENTILATION FAV'SCHEDULE ; Check niethod(s)proposed ': : ❑ Exhaust only ❑ Balanced (heat recovery ventilator,air exchanger,etc.) Fan description or location TOTALS VENTILATION Intake cfm cfm cfin cfm cfrn AS DESIGNED Exhausf` cfrn! cfm cfm:.. cfm Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements �of the Minnesota Energy Code. ir Applicant(print name) Signature Date Telephone number Part C2. VENTILATION (Submit Part Cz upon completion of system verification-) ---------------------------------------------------------------------- Job Site Address: CSY1-V t-e—w Permit Number Fan description or location z ITOTALS:: j MEASURED Intake cfm cfm cfm cfm -clip PERFORMANCEt Exhaust cfrn cfm cfm" cfm' cfm. fi Ventilation rate must be measured and verified when the performance option is used in lieu of the prescriptive-option for the sealing of joints in the building conditioned envelope(from Part A). ` Compliance Statement: Installed ventilation system is in compliance with MN Energy Code and is sized to provide the design air flow. Applicant(print name) Signature Date Telephone number 12 I ' , Q, City of Orono Job Site Address: O O P.O.Box 66 .:� Crystal Bay,MN 55323 ENERGY CODE WORKSHEET FOR 5- °�ti (952)2494600 ONE & TWO` FAMILY DWELLINGS INSTRUCTIONS: Complete Parts 1, II and III. Clearly mark plans with: insulation R-values; window and skylight U-values;size and type of equipment; equipment controls; and location of interior air barrier, vapor retarder and windwash barriers. More detailed information can be found in the Minnesota Eneray Code Summary Sheets available from the Minnesota Department of Public Service. Part I. BUILDING ENVELOPE Check option used: ❑ "Cookbook"Method(complete worksheet below) ❑ MnCheck method(attach report) ❑ Building Component method(attach calculations) ❑ Systems Analysis method(attach analysis) « �� MINIMUM REQUEREMENTS Cookbook Worksheet (for"Cookbook"O t;on ❑ -Heating system efficiency: Minimum 90%AFUE INSTRUCTIONSEntry Doors: 13/d'solid wood or maximum U-value of 0.40 Step 1. Check item(s)that design meets on.lfinimum Requirements ❑ kvlights: None permitted list to the right.Must meet all items to use Cookbook option. Ceiling Insulation: Minimum R-38 Step 2. Indicate proposed wall type on table below. Rim Joist Insulation: Minimum R-10 Step 3. Indicate Window U-value and source. ❑ Floors over unconditioned spaces: Minimum R-30 Step 4. Verify total window(including area of all foundation win- ❑ Foundation windows: ''/i" insulated glass in wood or vinyl doves) door area is equal or less than allowable percentage frame or maximum U-value of 0.51 TABLE FOR'DETERMINING 1'IAXINIUM WIi\TDOW AND DOOR AREA Maximum Allowable Total Window and Door 200 Area as a Percentage of Exposed Wall' 10% 12% ;14% 16% 18%° /° 22% 24% 26% 28%` Wall Type (R-5 up to R-10 Foundation Insul.): Maximum Average Window U-value(except foundation windows p 5.6 sf): ❑ 2x4,R-13 insulation, <R-5 sheathing 0.37 0.36 030 026 0.23,,' 0.20 0.18 0.16- 0.15 0.14 ❑ 2x4,R-13 insulation, b R-5 sheathing 0.37 037 0.37 ' 037 0.35 0.31 0.28 -0.25 0.23 0.22 ❑ 2x4,R-13 insulation, b R-7 sheathing 0.37 0.37 0.37 037 0.37 0.34 0.31 0.28 0.26 0.24, Cl 2x6, R-19 insulation, <R-5 sheathing 0.37 '0.37 0.37 0.37 - 0.341, 0.3.1 0.28 0.25 0.23 021 ❑ 2x6,R-19 insulation, D R-5 sheathing 0.37 037 0.37 0.37 0.37 0.37, 0.33 0.30 0.28 026 ❑ 2x6,R-21 insulation, <R-5 sheathing 0.37 037 1 0.37 0.37 0.37 1-0.33 0.30 0.27 0.25 0.23 ❑ 2x6,R-21 insulation, G R-5 sheathing 0.37 037 1 0.37 ' °037 037 037 0.35 0.31 0.29 : 0.27 Wall Type(with R-10 Foundation insulation): Maximum Average Window U-value(except foundation windows q 5.6 sf): ❑ 2x4, R-13 insulation,<R-5 sheathing 0.37 0.37 033 028 0.25 =0.22 0.20 0.18 0.17 0.15 ❑ 2x4,-R-13-insulation, 5 R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.33 0.30 ' 0.27 0.25_ 0.23 ❑ 2x4,R-13 insulation R-7 sheathing 0.37 037 0.37 0.37 0.37 0.36 0.33 0.30 0.27 0.25 ❑ 2x6.R-19 insulatio ,< -' sheathing 0.37 0.37 0.37 037 0.37 0.32 0.29 0.27 0.24 0.23 2x6, R-19 insulatio ,D -?sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.35 - 0.32 ._9 0.27 ❑ 2x6. R-21 insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.37 035 ;, 0.31 1 0.29 .26 0.24 ❑ 2x6. R-21 insulation, b R-5 sheathing 0.37 0.37 0.37 037 0.37 0.37 0.36 1 0.33 0.30 0.28 Wall T�pe(with R,519 Foundation Insulation): Maximum Average Window U-value(except foundation windows a 5.6 sf): ❑ 2x4,R-13 insulation,<R-5 sheathing 0.37 0.37 0.34 029 0.26 0.23 0.21 0.19 0.17 0.16 ❑ 2x4,R-13 insulation, b R-5 sheathing 0.37 0.37 0.37 0.37 0.37 "0.34 0.31 0.28 0.26 0.24 ❑ 2x4,R-13 insulation, b R-7 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.34 0.31 0.28 0.24 ❑ 2x6,R-19 insulation,<R-5 sheathing 0.37 «0.37 0.37 0.37 0.37 -0.34 0.30 028 0.25 0.23'` ❑ 2x6,R-19 insulation, a R-5 sheathing 0.37 0.37 037 0.37 0.37 0.37 0.36 0.33 0.30 0.28,- • .28❑ 2x6,R-21 insulation, <R-5 sheathing 037 0.37 0.37 037 0.37 : 0.36 0.32 0.29 027 0.25 ❑ 2x6,R-21 insulation, b R-5 sheathing 0.37 0.37 0.37 = 0.37 0.37 . 0.37 0.37 - 0.34 1 0.310.29 Window U-value: Q Source: ❑NFRC ❑ Code Default Table (see Part 7670.0700) 100 X a X1(00 - % < ,ol window&:door area gross exposed wall area DESIGN ALLOWABLE (from table above) 14 City Orono P.O.Box 66 Job Site Address: r O 6 Crystal Bay, 55323 (952)249-460000 ENERGY CODE WORKSHEET FOR ,rT � ONE & TWO FAMILY DWELLINGS INSTRUCTIONS: Complete Parts I, II and III. Clearly mark plans with: insulation R-values; window and skylight U-values;size and type of equipment; equipment controls; and location of interior air barrier, vapor retarder and windwash barriers. More detailed information can be found in the Minnesota Energy Code Summary Sheets available from the Minnesota Department of Public Service. Part I. BUILDING ENVELOPE Check option used: ❑ "Cookbook"Method(complete worksheet below) ❑ MnCheck method(attach report) ❑ Building Component method(attach calculations) ❑ Systems Analysis method(attach analysis) "Cookbook" Worksheet MIl�iIMLTIvIREQUIRE1vIENTS 64 Cookbook"Option) ❑ Heating system efficiency: Minimum 90%AFUE INSTRUCTIONS ❑ En Doors: 1%"solid wood or maximum U-value of 0.40 Step 1. Check item(s)that design meets on Minimum Requirements ❑ Skylights: None permitted list to the right.Must meet all items to use Cookbook option. ❑ Ceiling Insulation: Minimum R-38 Step 2. Indicate proposed wall type on table below. ❑ Rim Joist Insulation: Minimum R-10 Step 3. Indicate Window U-value and source. ❑ Floors over unconditioned spaces: Minimum R-30 Step 4. Verify total window(including area of all foundation win- ❑ Foundation windows: '/z" insulated glass in wood or vinyl dows)&door area is equal or less than allowable percentage frame or maximum U-value of 0.51 ; TABLE FOR DETERMIhTING'1VIAXIMUM'WINDOW AhII3 :ObR AREA "y Maximum Allowable Total Window and Door. ' 7.:tf` 3„M� 4 Area as a Percentage of£ °sed Wall`' 10°f IZ%' i4%oc -1 6% '` 18% X20% 22% 24% Wall Type (R-5 up to R-10 Foundation Insul. : Makimuni Avera e Window;U-value exce"t foundation windows p,5.6 sf :12x4,R-13 insulation,<R-5 sheathing 0.37 :,0:36 030 0 26 0 23 _ .0 20 0.18 0.16 -0.15 0.14 ❑ 2x4,R-13 insulation, b R-5 sheathing 0.37 0.37 -0.37'-, ` 0 37. -0.35, _ 0 1 0.28 025 ,0.23_ 022 ❑ 2x4,R=13 insulation, b R-7 sheathing 0.37 =0.37 A.37 X0.37.:` 0.37:x'X0.34 0.31 028 `0.26 <:.,:024: ❑ 2x6,R-1 insulation,<R-5 sheathing 0.31N _0.37..; : 0.37 0.37' 0.34:- :0:31 0.28 025 023 -' x.021 ❑ 2x6,R-19 insulation, b R-5 sheathing 0.37 . 0.37 0.37 :.0.37 037 0:37 0.33 0 30 0.28 . ryU26 ❑ 2x6,R-21 insulation,<R-5 sheathing 0.37�._ 0:37 0.37:' 0.37 0.3Z- _ 0:33 0.30 0.27 0.25 2x6,R-21 insulation, b R-5 sheathing 0:37 ' 0;37. 0.37�. ° Part IIIa. VENTILATION x17 . 1 Li INSTRUCTIONS Step 1. Complete the Ventilation Quantity worksheet below. Step 2. Check the Make-up Air Path(from Part II)on the Ventilation Methods table below. Step 3. Choose permitted method(s)for People and Supplemental Ventilation from the Ventilation Methods table. Step 4. Complete the Ventilation Fan Schedule. VENTILATION QUANTITY TOTAL VENTILATION: 0.05 cfm/sf x cfm conditioned floor area normally including basement PEOPLE VENTILATION x 15 cfm/bedroom)+ 5 cfm — 'l s cfm " of bedrooms - SUPPLEivlENTAL.VENTILATION -�"l.`3 S cfm rcfm l o7 -1 `7 total ventilation people ventilation VENTILATIONMETHODS MAKE-UP AIR PATH(from Part Ii) PEOPLE SITPPIEMENTAL CO ALARM ❑ Prescriptive(or Aggregate)Path 0 Balanced or Exhaust only Balaaced,or Exhaust only* Not required ❑ Prescriptive(or Aggregate)Path 1 Balanced or Exhaust only Balance 3 6r,Exh4 only* Not requiredt ❑ Prescriptive(or Aggregate)Path 2 Balanced :Balance .orExhaust.only* Required ❑ Prescriptive(or Aggregate)Path 3 Balanced Balanced Required > , . ❑ Performance Path(see part 7672.1000 subpart 7) Performance `Perfo'rmance „`� Required xt . *Passive infiltration shall not be used to provide make-up air for exhaust of ly'supplemental ventilahon�m excess'of 0.05 cfm/sf. A carbon monoxide alarm must be installed if a controlled combustion solid-fuel burning appliance.is installed in Path 1. VENTILATION FAN SCHEDULE Fan description or location TOTALS Fan Purpose ❑ People ❑ People ❑ People ❑ People cfm ❑ Supplemental ❑ Supplemental ❑ Supplemental ❑ Supplemental cfm VENTILATION Intake cfm cfm cfm cfm cfm AS DESIGNED Exhaust cfm cfm cfm' cfm -cfm Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the ivlinnesota Energy Code. � �.. - vJ � r• Csa gr)Z Iq4 Applicant(print name) Signature Date Telephone number w 12•u 91-5wS Part IIIb. VENTILATION (Submit Part IIIb upon completion of system verification) ----------------------------------------------------------------------- Job Site Address: K ` J'J Permit Number Fan description or location TOTALS MEASURED I Intake* cfm cfrn cfm cfm cfm PERFORMANCE I Exhaust* cfm cfm cfm cfm cfm' *Measurement required for ventilation system intakes and exhausts from the building with design air flow of 30 cfm andgr eater. Compliance Statement: Installed ventilation system is in compliance with MN Energy Code and is sized to provide the design air flow. Inn a-Y\ 4'1 a 1 Applicant(print name) Signature Date Telephone number 491 - 5lai 17 I i i ��l� - !J ' i AL : I r i 1 t � f i I r i I 1 , i i I L i , I 1 ' I I 4. I � � { I i _._.L - -. -- --- _} ._ --i -- — -- I � f f CIt'Y OF ORONO a �CJ11D1fG F LAN REVIEW INSPECTOR .... BATE /C"I0 PIFRMIT h0. — 0 APPROVED AS8U�"�1 r D fUPPRt1UED W++H C(7PRECTInPJS AS iV;✓T4d C1 N'_)APPrRc)VF=D-••CORRECT&_RESUBMIT 17me cornmsrits are for yrn r ic,formation. Ail work shall be donb j in full compliance v,,ilh V,:1 pplica le_bu.ding and-zoninG'eode, _ us - hell's nets Oc fic„ik/c� oted in t4lS r@4lil1N„ KEEP THIS PLAN SET Q1�191TiF/ ,L.,T11 : I t G V • Kim �. • {ZA �. r ® „ jg � tai Ml Vag \ \INSPECTION suBmrr TRus ! 3V"x 144' f PECI'OR AT FRA (ZI � � w�pA$rl i I ' L4 Vl 'a x rgrr 611 5 �Y` gv'+k+' VrD � 13 csYses Iz" 1�loc1Z n MIN. WOOD TOE R rH SEPARATION 6- 4'' ick ct i M uv 2 Z C4-p%S b�b�� ► �'rc�4s`' 1 1 3`c„�3'n•� war R 30 W SPECIAL NOT - EE ATTACHED SHEET �OR aida:X5 WCC-4- JCODE REQUIREMENTS 1. _ I I ' - I I t i 1 i , , 1 • I ' r i v - _ I I I I >i I r , , 1 1 To - , Mi 9► a ' �w �` ' AlN '3 1 � --- -- - - { I : it Vl- + 1 , , T77 It r ----" — 6A_X a 1 1 : l f : 1 (�bY1¢rC�C p0' ►�' � � t •�•^`��'1 j.•=•,f-lop ti BEDROOM WINDOWS FIRE EXIT RI+OUIRED 20" MIN. CLEAR .WIDTH � P fvi„J. CLEAR I-IEI�'�i-Ir 5.7 SCS. FT. MIN. OP`i` 44” MAX. SILL 3-IENBT (r t 2� � L T�sr P 2--5 4� 11 t P IDE P M ND/OR PLB .'A SS vc R UG LE AC CEPTABLE lip- (lCc-2SS s, [4�� 51 wv�e{ Al A3'f E2q 37 , k • ;: ;: : °:3 SPECIAL NOTE GEE ATTACHED SHEET CODE REQUIREMEN S ia. Lsw 2 g STo67`; 3' � E14 3 1 x i m i wn�S1�e ^ r - �tyi 3'�17� AU N�vV O p\A v-a aQu ur � ".ess cue a M�cV, ' S' k W�, t9q� L1�12 5Ta-r� SPECIAL NOTE - on SEE ATTACHED SHEET FOR �62�55 tuec�t srwo�ccs Q� uo2 CODE REQUIREMENTS P14 «a px i 1 2 2 yZ r -"r 3 X' '4 DE TREATED PLATES - n r... P LAYER ON coNc TE, - � or t / f { TJ-Beam(TM)6.06Serial Number 7002002831 3 PCs of 1 3/4" x 11 7/8" 1.9E Mierollam® LVL User:1 9/30/03 12:34:16 PM Pagel Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED . ..::.. .:: Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:11' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 3300/1119/0/4419 L1:Blocking 1 Ply 13/4"x 117/8"1.9E MicrollamO LVL 2 Stud wall 3.50" 3.50" 3300/1119/0/4419 L1:Blocking 1 Ply 13/4"x 117/8"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4321 -3664 11845 Passed(31%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 15843 15843 26772 Passed(59%) MID Span 1 under Floor loading Live Load Defl(in) 0.352 0.489 Passed(L/500) MID Span 1 under Floor loading Total Load Defl(in) 0.472 0.733 Passed(L/373) MID Span 1 under Floor loading -Deflection Criteria:STAN DAR D(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Randy Zellmann Justus 33011 th ave south hopkins,mn 55343 Phone:952-938-2741 Fax :952-938-1552 none Copyright © 2-00:; by Trus •joist, a Weyerhaeuser Rosiness Micr-,11awf, is a registered trademark -,I Trus Joist. TJ-Beam(TM)6.06 6.06 Serial Num r:7002002831 3 PCs of 1 3/4" x 117/8" 1.9E Microllam® LVL User.1 9/30/0312:36:10 PM Page Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED El,M 10 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 12' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 3600/1209/0/4809 L1:Blocking 1 Ply 13/4"x 117/8"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 3600/1209/0/4809 L1:Blocking 1 Ply 1 3/4!'x 117/8"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4702 -3988 11845 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 17242 17242 26772 Passed(64%) MID Span 1 under Floor loading Live Load Defl(in) 0.384 0.489 Passed(U458) MID Span 1 under Floor loading Total Load Defl(in) 0.513 0.733 Passed(L/343) MID Span 1 under Floor loading -Deflection Criteria:STAN DAR D(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Randy Zellmann Justus 330 11 th ave south hopkins,mn 55343 Phone:952-938-2741 Fax :952-938-1552 none Copyright (g _01031 by Tr— Joist, a Weyerhaeuser Business Microllamb is a registered trademark of Tru= Joist. C! : `, LIINS,ERCOMMA/Y JUSTUS 330 11th Ave. S. Hopkins MN 55343 Phone: 952-938-2741 Standard Quote Fax: 952-938-0930 STUART WHITMAN CASH SRO DEPOSIT 612--490-5705 CUSTOMER TIME TRAN# DATE LOC OS# IS# CODES j SHIRDATE SODEP8 07: 15 736195 092603 8 271 325 031008 Mike Wenzel ITEMCODE QTY DESCRIPTION UNITS PRICE UNITEXTENSION Section: 1 ESTIMATE LST -FL-0-0 3 022608 20 2X6 08' SRF/HF #2 & BTR KD 160. 000 477. 000 MBFT 76. 32 4 072620 2 2X6-20' . 40 TTD #2 SYR S4S 40. 000 747. 000 MBFT 29.88 5 022408 45 2X4 08' SRF/HF #2&BTR OR STUD KD 240. 000 477. 000 MBFT 114. 48 6 072416 3 2X4-16' . 40 TTD #2 PINE S4S 32. 000 647. 000 MBFT 20.70 7 06120 27 08 1/211 CDX PLYWOOD (4 PLY) 864. 000 488. 000 MSQF 421. 63 8 022620 3 2X6 20' SPF/HF #2 & PTR KD 60.000 498.000 MBFT 29.88 9 022416 r� 3 2X4 16' SPF/HF #2 & BTR KD 2. 000 509.000 MBFT 16. 29 10 1106 Z 1cU 3 ,FZBt +,' ' X 6' ' X 50' SILL SEALER 3.000 3. 560 ROLL 10.68 11 1291432 li Q-1/211A41 LP-32 I JOIST 154.000 1. 590 LNFT 244. 86 12 0121214 2 2X12 141 DOUG F&L #2&PTR KD 56.000 667.800 MBFT 37.40 13 0121212 2 2X12 12' DOUG F&L #2&PTR KD 48. 000 667. 800 MBFT 32.05 14 0721210 2 2X12-10' . 40 TTD #2 PINE S4S 40.000 747.000 MBFT 29.88 15 0721220 1 2X12-20' . 40 TTD #2 SYP S4S 40.000 848. 000 MBFT 33. 92 16 1210ML 40 LNFT 1-3/4" X 9-1/2" LVL 1. 9E 40.000 3. 020 LNFT 120.80 17 92450S 3 4" X50' SAFSEAL BUTYL WINDOW WRR 3. 000 11. 590 ROLL 34. 77 18 0634TG 18 4X8 3/4" • T&G UL ASPEN 7 PLY 576.000 864. 000 MSFT 497. 66 2ND FLOOR 20 072620 3 . 40 TTD #2 SYP S4S 60. 000 747. 000 MBFT 44. 82 21 1106 2 ROLL 1/411X 6' ' X 50' SILL SEALER 2. 000 3.560 ROLL - 7. 12 22 022608 66 2X6 08' SF'F/HF #2 & BTR KD 528. 000 477. 000 MBFT 251. 86 23 022620 3 2X6 20' SRF/HF #2 & PTR KD 60. 000 498.000 MBFT 29. 88 24 1210ML 10 -3/4" X 9-1/211 LVL 1.9E 10. 000 3. 020 LNFT 30. 20 25 1292220 (( 12 9 1/2" X22' LP-20 I JOIST 264. 000 1. 510 LNFT 398. 64 26 01'2'1220 3 2 2 20' DOUG F&L #2&BTR KD 12 . 000 667. 800 MBFT 80. 14 27 0634TG 16 4X8 344" T&G UL ASPEN 7 PLY 512.000 864.000 MSFT 442. 37 28 06120 16 4X8. 1/2" , CDX PLYWOOD (4 PLY) 512. 000 488.000 MSQF 249. 86 !"2 MENT 30 072620 32 .40 TTD #2 SYR S4S 60.000 747. 000 MBFT 44.82 31 022608 66 SPF/HF #2 & PTR KD 528. 000 477.000 MBFT 251. 86 32 1106 1 14143.' X 6" X 50' SILL SEALER 1. 000 3. 560 ROLL 3. 56 33 022620 3 2X 20' SPF/HF #2 & PTR KD 60. 000 498. 000 MBFT 29.88 le 1 Prices are subject to change without notice. THIS IS AN ESTIMATE, NOT A BID. Parties receiving this estimate will examine it carefully.We agree to furnish only the articles and lengths specified. Errors in extensions and footings nra cuhivrt to rnrrartinn FORM:110-J WNSEW 40NOWAVY JUSTUS 330 11th Ave. S. Hopkins MN 55343 Phone: 952-938-x'741 Standard Quote Fax: 952-938-0930 STUART WHITMAN CASH SPO DEPOSIT 612-490-5705 CUSTOMER TIME TRAN# DATE LDC OS# IS# CODES SHIPDATE SODEP8 07:15 736195 092603 8 271 325 031008 Mike Wenzel ITEMCODE QTY DESCRIPTION UNITS PRICE UNITEXTENSION IQ ROOFIN 35 0648125 32 08 1/211 CDX PLYWOOD (5 PLY) 1024. 000 543.780 MSFT 556. 83 36 1018 31 PDL GAF ROY SOV 240 LB WTHR GREY 31.000 14. 850 BNDL 460.35 37 101537 3 #15 ORGANIC FELT 36" X 144" 3. 000 14. 150 ROLL 42. 45 38 89312PC 2 1/2" STEEL PLYWOOD CLIP BX/250 2. 000 13. 540 EACH 27.08 39 103650 3 36" X 50' GAF WEATHERWATCH 1. 5 SQ 3. 000 48.500 ROLL 145. 50 40 96PV24 40 24" STYRO PROPER VENT 40.000 1.540 EACH 61. 60 CORNICE 42 022400 100 LNFT 2X4 SPF/HF #2 & PTR KD 66. 670 477.000 MBFT 31. 80 43 022600 100 LNFT 2X6 SPF/HF #2 &BTR KD TALLY 100.000 467.000 MBFT 46.70 44 09612F 10 611 X 12' STEEL FASCIA /SNOWMIST 10. 000 9.800 PC 98. 00 45 09CVS 10 16" X 12' CTR VENT / SNOWMIST 10.000 14.950 PIC 149.50 46 09FT 10 12' REV FRIEZE STARTER/SNOWMIST 10.000 6. 310 PC 63. 10 47 090DES 10 MJP EDGE / SNOW 10.000 5. 190 PC 51.90 PORCH FRONT 49 0444082 8 04-08' #2 ROUGH CEDAR 85.330 2010.820 MBFT 171. 58 50 04546020 42 5/4 X 6-20' RADIUS CEDAR DECKING 840.000 1.600 LNFT< 1344.00 51 04546008 17 5/4 X 6-08' RADIUS CEDAR DECKING 136. 000 1. 320 LNFT 179. 52 52 0114 1616 1X4 FIR FLOORING CVG 538.660 -4022. 700 MBFT- 2166.87 53 022412 20 2X4 12' SRF/HF #2 & BTR KD 160.000 456.000 MBFT 72. 96 54 022410 5 2X4 10' SPF/HF #2 & BTR KD 33.330 467.000 MBFT 15. 57 55 0721020 3 2X10-20'. . 40 TTD #2 SYP S4S 100.000 742. 000 MBFT 74.20 SCREEN PORCH 57 072620 3 2XG-20' .40 TTD #2 SYP S4S 60.000 747.000 MBFT 44.82 58 04262208 47 2X6-08' #2 S1S2E CEDAR 376.000 1916.000 MBFT 720. 42 59 04262220 3 2X6-20' #2 S1S2E CEDAR 60.000 1916.000 MBFT 114. 96 60 7272450 1 72" X 100' CHRR FIBERGLASS SCRN 1.000 127.000 EACH 127.00 62 11R1915 10 R19 6X1 FF (48.96) (GR122) 10.000 19.027 PCKG 190.27 63 11R1315 10 R13J 3-`/8X15 FF (88. 12) (GR120) 10.000 28.270 PCKG 282.70 ALL 65 094812 101 08-1/211 DRYWALL (CONTRACT) 3232.000 252.000 MSQF 814. 46 66 096RD 1 SHEETROCK DELIVERY CHARGE 1.000 31. 800 EACH 31.80 r Yl ( Prices are subject to change without notice. THIS IS AN ESTIMATE, NOT A BID. Parties receiving this estimate will examine it carefully.We agree to furnish only the articles and lengths specified. Errors in extensions and footings ara siihiart to r.nrrartinn FORM: 110-J LL(WEgCO/Y MA/Y JUSTUS 330 11th Ave. S. Hopkins MN 55343 Rhone: 952-938-5741 Standard Quote Fax: 952-938-0930 STUART WHITMAN CASH SRO DEPOSIT 612-490-5705 CUSTOMER TIME TRAN# DATE LOC OS# IS# CODES SHIRDATE SODEP8 07: 15 736195 092603 8 271 325 0310013 Mike Wenzel ITEMCODE OTY CRIPTION UNITS PRICE UNITEXTENSION 67 12RT 1 WAIL T;;�E 1. 000 1158.500 EACH 1158.50 68 MA 1 ��, G,ETC. 1. 000 100.000 EACH 100.00 .NOT INCLUDED MOULDING,TRIM, FINISH HARDWARE,ANY BLOCK OR CONCRETE,DRAIN TILE,WINDOWS, -DOORS. EST TOTAL TAX% TAX AMT TOTAL AMT 12960. 65 6.500 842. 44 13803. 09 Page #: 3 Prices are subject to change without notice. THIS IS AN ESTIMATE, NOT A BID. Parties receiving this estimate will examine it carefully.We agree to furnish only the articles and lengths specified. Errors in extensions and footings ara aihiort to rnrrortinn FORM;110-J Shawn and Joanne Killian KILLIAN 2449 West 64 Street _ Excelsior, MN 55331 MASONRY (952)474-4364 04 AIM (952)474-3531 - fax INC.& CONCRETE., I PROPOSAL SUBMITTED TO: PHONE DATE Michelle and Stuart Whitman 952-472-1998 18-25-03 STREET JOB NAME 4735 Tonkaview Lane Misc. concrete and masonry work CITY,STATE AND ZIP CODE JOB LOCATION Orono, MN 55364-9633 We hereby propose to furnish and labor necessary for the completion of: Miscellaneous concrete and mason work: BID #1: Footings and block for 20' x 22' basement addition and 8' x 16' screen porch (back) including: 20" x 8" footing with two '/2" rebar 13 courses 12" block in basement 6 courses 8" block in screen porch All block core filled 4' on center with '/2" rod and '/z" x 8" anchor bolts Two 3' door cuts including disposal - Underpin of garage footing $7,170.00 BID #2: 4" thick basement floor with smooth dense troweled finish $ ,700.00 rBl 'thick screen porch floor with colored, stamped concrete, 3/8" rebar 3' on center, concrete sealer, joints cut to help control cracking , BID #4: Footings, block, and excavation for front porch including: 20" x 8" footing with two '/" rebar Five courses 8" block core filled 4' on center $2,670.00 ont porch floor with colored, stamped concrete Thickened, finished face, 3/8" rebar 3' on center Concrete sealer, joints cut to help control cracking BID #6: Excavation, backfill-and rough grade for basement, front and back porch Not including: Water poofin drain�tile sum et, p&it, poly under floors e 0 S C:\Documents and Settings\Administrator\My Documents\KMC,Inc.2003\Estimates\Whitman.doc Page 1 of 2 f DATE TIME CITY OF ORONO CALLED IN �) -4-6 3 INSPECTION NOTICE SCHEDULED �a'/s //: °° PERMIT NO.,0V G KI COMPLETED ADDRESS 41735 OWNERCONTR. k d� TELEPHONE NO. J& =FOOING ON 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 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 v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W Glt/� CIL J O c O W W cc Q 2 W Z LU J d W WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W '❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the n t i spection 24 hours in advance. (952) 249-4600 Owner/Contr ct t Inspector. White CopylInspector's File Canary Copy0te Notice V/ DATE TIME CITY OF ORONO CALLED IN -69-0 INSPECTION NATISCHEDULED — U PERMIT NO. r b s c COMPLETED ADDRESS !qL3 -`1 %71 A -t li & i Z_c-zAL OWNER StZZ&Ldf- ( t, /CONTR. 210 1>� TELEPHONE NO. In n i In. DESCRIPTION 4 01 f-QDTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q F 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 2 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 v 10 PLUMBING FINAL � � 36 FOUNDATION/REMOVAL OWNE VONTRACTOR TO MEET YOU:,CYES_NO y ;ENTS: a Net4G j 0 0 W ccQ f 2 W Z W Cr d Wcc 'ORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE LU CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT 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/Contract ite: Inspector. White Copy/Inspector's Fie Canary Copy/Site Notice ✓y DATE TIME CITY OF ORONO CALLED IN 3' INSPECTION N TIC SCHEDULED PERMIT NO. f 951 COMPLETED ADDRESS V735 LA-Z / OWNER CONTR. TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 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 v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: o� W a j O c O W W c Q 2 W z W cc K SATISFACTORY-PROCEED ❑PROJECT COMPLETE cc W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 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 nexin spection 24 hours in advance. (952) 249-4600 Owner/Contrac i : Inspector White Copyllnspectoes File Canary Copy/Site Notice CERTIFICATE OF SURVEY FOR STUART V . ANDM ICHELLE E . WHITMAN OF LOTS 3 & 4, BLOCK 1 , BERGQUIST & WICKLUND' S PARK <ol AND PART OF VACATED PARK AVENUE .4 HENNEPIN COUNTY, MINNESOTA • o S 30 0 60 Oo ryr 20� .( f 00 � V C15 ► nor N o f (O �r�O ryh C>7 � t—� O ' f . w o � O N NN 0 31.9 Cr) 00 .............30.? p i (0~„r 24.7 aS EXISTING M N ►� N HOUSE DRIVEWAY N #4735 wCITY OF ORONO 20.1 ►�+ 25.2 p --X- SITE PLAN GRADING PLAW c , R APPROVED A00%T-7(.-> N 5 27,7 ....... ❑ APPROVED WITH REVISIONS Q y <<< ❑ DISAP V BY DATE_ �r O :OT T; 30 -0 RNEZ \aN LINE �l A ` n 00-11 C° two N" ... LEGAL DESCRIPTION OF PREMISES i Lots 3 and 4, Block 1 , BERGQUIST AND WICKLUND' S PARK, and all that portion of the northerly half of Park Avenue, vacated, lying east of the easterlyright of way line of Adams Street (now known as Tonka— view Court) and westerly of a line drawn from the Southeast corner of Lot 3, Block 1, said addition/ to the Northeast carr.:r of Lot 3, lock 4,of said Addition. o denotes iron marker * denotes distance as shown on the plat of BERGQUIST & WICKLUND' S PARK Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, and the location of an existing house thereon. It does not purport to show any other improvements or encroachments. I hereby certify that this survey was prepared by me or under my direct super— SCALE GRONBERG & ASSOCIATES, INC. vision, and that I am a duly registered Civil Engineer and Land Surveyor under 1"-30' DGNIR, LAND SLRVM SITE PLANM the laws of the State of Minnesota. DATE 9-16-03 445 K WILLOW DfdVE LONG LAIC, W. 55356 JOB NO. 952-473-4141 03-371 ec0 Mark S. Gronberg Minnesota License f4umber 12755 03-371