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HomeMy WebLinkAbout2001 - P03570 - new structure PERMIT ,CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P03570 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 3/5/2001 SITE ADDRESS: 1080 Wildhurst Tr MOUND,MN 55364 PID: 07-117-23-24-0011 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 101 Permit Class: Building Permit Type: New Structure Permit Sub-type(s): Single Family DETAILS: Approved per resolution#: 4615 Separate permits required: Plumbing Mechanical Fireplace irrigation Weii(state)Electrical(state) NOTICES/REMARKS: ZONING.2662 n nnu n\Ff 2/26101 FEE SUMMARY: Permit Fee: $ 2,505.75 Valuation: $ 370,000.00 Plan Review Fee: $ 1,628.83 State Surcharge Fee: $ 185.00 TOTAL FEE: 4,319.58 (3 `1 ;;.311: y6 G digefl P" AP r LICANT: RVC HOMES OWNER: DIANE E BENSON 15500 WAYZATA Blvd 913 1080 WILDHURST TR WAYZATA,MN 55391 MOUND MN 55364 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. APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: City,Applicant,Assessor,Finance Page 1 1 4/, Total Fee: $ �3/y S Date Received: .. -.°- d/ 35" 70 3 ' Entered By: JY7, Permit#: ----i-c2.305 y7?-0 4.:;i..t4_10 CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one OWNER'91: CONTRACTOR JOB SITE ADDRESS: 10.E3 C7 v--,`c-z t S T 0,) , ZIP: s---5-- 5-G, NAME OF OWNER: CZ JC- ^^iS PHONE: (home) �sz- ��3-G�a t SSS .iA'.:'-'- ,� '�w 0 (work) (oiZ-3 a d-/'-!i I MAILING ADDRESS: t�3 CITY: ZIP: & may ,- J CONTRACTOR: PHONE: CONTACT PERSON: MOBILE/PAGER: MAILING ADDRESS: CITY: ZIP: STATE LICENSE: # --) c55i� ARCHITECT/ENGINEER:"OF P ? n.;nc. PHONE: LS( -C,3(...- 0,981 MAILING ADDRESS: '--i ler--1 14-kkt,..n k.ii n N€ CITY: PACEN(41 b ZIP -► I- NAME: tin .•.. REGISTRATION# TYPE OF WORK: New i Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): a --T-1/47,,a,--r i Tlb pec,,. 'c... -/iw1s ( i7e.,K ur.. DSD ilitv>,it"; STORIES: 2 SQ. FEET OF EACH FLOOR: / DO /L 7(. /.5 7 S— NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $ 3 ---7o,ci 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:r\ DATE: 0- (-- v 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 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 Mi die ] Last Ad€ 1D� vaA�("tA. t — t�1�1Q. .�n�-t ttt S dress ,,,gyp 4- ).AAkr 4 Iz-3 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: I (AO (j i %()1•{o(QST 77A!L PID: DESCRIPTION OF WORK: /iJ C Oj 1Z.e.S ZONING REVIEW BY: DATE APPROVED: 2•u•°( BUILDING REVIEW BY: Nr„�, ,_ DATE APPROVED: •i FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes , - No PLAN REVIEW Yes - No SEWER CONNECTION STATE SURCHARGE Yes c - No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units 7/1.4W5 - ,t f .i - OTHER (specify) ZONING CHECK LIST Zoning District: Fire Department: yyvao,jio Post Office: School District: Lot Area: Sq.ft. Y3,376 Acres •-99 L Width 12Red' 44. Depth Survey Submitted: Yes No Date of Survey: 2..- -oti Proposed Setbacks: Front (Lake): 2. O Right Side: 7 S Reap(Street): S) Left Side: 2,•(0 Adjacent Structures: Wetland: — Building Height: Def. Hgt. 2 7• S Peak Hgt. 3h . Lot Coverage: 0 •K Grading: Staff Approval Date: 2 - I - 0 I By: (36..0- Council Approval Date: — Septic: Staff Approval Date: r/')+4- By: Zoning File: # z GG 1 Resolution: # 1-4; /5' Resolution Date: 2.-2.`-oi Shoreland District: . �5 Avg. Setback: . JG Bluff Setback: A)l A- Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No V Date of Council Approval: REMARKS (in house): 27 BUILDING REVIEW CHECK LIST UBC: g' 3 CONSTRUCTION TYPE: \l A) Sq Footage $ Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ X1(2, ooc. b Inspections Required: Work Requiring Separate Permits: Site ,{ Plumbing Fire Hardcover Removal < Mechanical Water Connection OC Footing Septic Sewer Connection / Framing oL Fireplace 0( Lawn Irrigation x Insulation (Masonry) Other '( Wall Board 3'(Mfg.) oC Well (State Permit) < Final Grading/Filling p( Electrical (State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New _ Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 28 .... rimr”Iri riry ,,,o Avc N ,116.y -,. .: . ,- ,..,,,44 ..'-;'V....:,,, ,y - z - c-0 / HARDCOVER CALCULATION WORKSHEET .' SETBACK ZONE: (CIRCLE ONE) (IP 75-250' 250-500' 500-1000' -' --EXISTING HARDCOVER IN ZONE A. House :: = 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 = 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 = 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 = S.F. Or Fabric G Other • x S.F. .. TOTAL HARDCOVER IN ZONE - 0 S.F. A TOTAL PROPERTY AREA IN ZONE - 7 95O S.F. B A ÷ B x 100 = 0 % _ . A. A'vc //aisf 6.1 Z -‘•a/ HARD COVER CALCUI,A'I' \VORKsHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 141110250-500' 5004000' EXISTING HARDCOVER IN ZONE A. House x = S.F. Length V,'i:i = S.F. -- -- — = — S.F. x .... 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 = S.F. Or Fabric G. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONES.F. B A - B x 100 = PROPOSED HARDCOVER IN ZONE' PRoP05E>) A. House x = Z49 S.F.—N 0VSF • Length Width X = 3 8 S.F.—STOOP x = S.F. - . x = S.F. B. Garage x = S.F. .0 Driveway x . = j 6 Z6 S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. PROPOSED E. Patio/Deck x = ZSO S.F.-pEG1L • • x = S.F. F. Landscape x _ _ S.F. Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other = S.F. TOTAL HARDCOVER IN ZONE - 4429 S.F. A TOTAL PROPERTY AREA IN ZONE - • 19, 534 S.F. B A - B x 100 = 22.E/7± % •... L�,` r)�� (� nvc /Noi rs7 l-r 2- C-0 IARDCOVER CA LCULAT1ON `VORKSH 1 1 T SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000' EXISTING HARDCOVER IN ZONE • A. House x = S.F. Length \Vidtr. .. 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 = S.F. Or Fabric G. Otherx = S.F. TOTAL HARDCOVER INZVNES.F. A TOTAL PROPERTY AREA IN ZONE 1, S.F. B A - 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 = 77 S.F. x = S.R. 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 - • • 7 7 S.F. A TOTAL PROPERTY AREA IN ZONE - 1640 S.F. B A _ B .< 100 = 9.7 0 oro FROM : D.F.P. - DE py PHONE NO. : 651 638 1412 Feb. 06 2001 02:13PM P15 kjittgl CGI LING WITU VENTED 1 rr1C SL'AU.l: toil v► R VALUE R VALUE FRAMING CEILING • 0.61 Air Film 0.61 36.00 •• Insulation 44-00 / -. 4.38 Joist ,.- P1 • f • Ab., A .. 446- . ..56" . •Ceiling .56 NI . v 10 0.61 Air Film 0.61 4 1. 41.55 Total R. '45.78 l _021 .024 U = . �--- • C14 ATHEDRAL CEILING R VALUE? R VALUE FRAMING GL'SLLNC 'Inside,xrle air. fills 0-61 +-'! I � ' 'm C.P 0.61. •• q'' !tllllll S'll11711J 111'1' r _ _56 Ceiling . _56. 4.375 Joi tr -- 1 lSpacer. i - Insulation 33.85 Air Spaces .50 .67 Roof decking ..67 . .- .06 telt _44 Shingle _44 ,.., 0.17 Outside air film . 0.17 1§.88 _ Total R 36.86 .059 1 _,•• u 1t Window infiltration _5 cfm/lineal foot of crack Residential door infiltration 0.5 cfm/square foot or door andminimum code requirement Non-residential door infiltration 11.0 cfm/lineal foot of crack Ub 12" concrete block no2insulation = .781 R 1.28 : double glass triple glass = .31 All exterior walls and ceilings must have a vapor barrier (0_10) perm max.). Vapor barrier must be on the inside (heated side) of wall. Vapor bariers of the polyethelene thin film have no R value. FROM : D.F.P. PLANNING 8 DESIGN,INC. PHONE NO. : 651 638 1412 Feb. 06 2001 02:12PM P14 2706 / aUXt^ . _GB - Inside air film (Wall) U =• 1 '" -N1 _45 R �'- Interior wall x9.00 WALT, • i, n 2.0.5 '043 SGG"1'X� InsulatioSheathing .G% i. Siding , AMC cxItsxr air film--.41. ' R TOTAL 23.03 - —A, _ti Inside air film 1 STUD Interior wall 45 • (Framing) - ) U 1 = ' 5I-�CTZON .--• --� SGuStud - 6 " 6.50 ( It 2.OG Sheath ing .07 _095 14• Siding li.lm � �— Outside airti l1. It '1.0TA ' -53 • � 1 . Interior air film [1x9.00 Insulation Joist? U I 1.88 (Rim • . IIIM - I • aj inch soft �tOal '. . .`IQ.CX7 . iz JOIST' t.- lir yI�S�iea h1U9N 2.C}5 ( ,,,a11 covering .67 .029 . .: - -Exterior ,,, P4(..i Exterior air film _.1-7-_ 6 ' air film - .00 � ` Interior (i. 1NtO n �oun3�Lion) U 1 Cour dation (12 {stock) ]_2D �•- 1*TXV- r- -• - Exterior air film .17 :d1 R TOTAL. 03 __ FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 Feb. 06 2001 02:12PM P13 12. SqFt U factor U x A Gross wall area 4368.35 minus Window area 529.83 0.37 196.04 Patio door area 35.62 0,37 13.18 Atrium area 0 0 0 Rim joist area 160 0.029 4.64 Door area 53.6 0.14 7.53 Fireplace area 0 0 0 Exposed Found. 128.64 0.07 9 *Framing area 438.835 0.095 41.5 equals Totals for net wall: 3023.625 0.043 130.02 Totals for gross wall area: 401.91 * Framing area is 10%of gross wall area 13. Gross wall area x factor below = U x A per code Factor is .11 for A-1 single family&duplex .23 for A-2 and other residential .23 for other buildings .28 for over 3 stones Factor is: 0.11 BTUH = 480.5185 MUST BE > OR = 401.91 (calculated above) 14. Gross ceiling area = 1710.9 15. Ceiling framing area(10%of ceding area) = 171.09 16. Joist Area(10%of ceiling area) = 171.09 17. Net ceiling area(Gross ceil. area-Joist area) = 1539.81 18. U ceiling: 0.021 x Net ceil.area = 32.33601 19. U framing: 0.024 x Joist area = 4.10616 20. Total of item 18 x item 19= 36.44217 21. Gross ceiling area x factor below = U x A per code Factor is.026 for A-1 single family&duplex .033 for A-2 and other residential .06 for other buildings Factor is: 0.026 BTUH = 44.4834 MUST BE > OR = 36.44217 (calculated above) FRDM : D.F.P. PLANNING 8 DESIGN, INC. PHONE NO. : 651 638 1412 Feb. 06 2001 02:11PM P12 4. Doors 0 Area: 53.8 Thickness (inches): Perimeter(feet): 0 Type of construction: 5.Total door's perimeter: 0 6.Windows Manufacturer SCHERER U factor: 0.37 State approved: YES Type Height x Length x x Number = Total (inches) (Inches) of gla es SqFt units CASEMENTS 48 26 8 69.33 CASEMENTS 54 28 14 147 CASEMENTS 54 24 3 27 CASEMENTS 36 20 4 20 FIXED 78 30 2 32.5 CASEMENTS 54 20 3 22.5 CASEMENTS 42 28 6 49 CASEMENTS 36 28 6 42 CASEMENTS 54 26 6 58.5 FIXED 48 60 1 20 FIXED 84 72 1 42 0 0 0 0 0 0 0 0 7.Window glass area(SgFt) - 529.83 Type Height x Length x x Number = Total (feet) (feet) units SqFt 8. Patio Door 6.85 2.6 2 35.62 9.Atrium: 0 0 0 0 10. Fireplace area Width: 0 Height: 0 Total Sq Ft = 0 11. Exposed Foundation Height area A: 0.67 Perimeter area A: 192 Sq Ft area A= 128.64 Exposed Foundation Height area B: 0 Perimeter area B: 0 Sq Ftarea B= 0 FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 Feb. 06 2001 02:11PM P11 COMM. NO: DFP PLANNING&DESIGN, INC. 4797 HIGHWAY 10, N.E. ARDEN HILLS, MN 55112 651-636-6889 MINNESOTA STATE ENERGY CODE CALCULATIONS Based on Chapter 5 of the Model Energy Code-Adopted 1/1/95 Owner: RVC HOMES COMM. NO: 201140 Site Address: 1080 WILDHURST TRAIL-ORONO Contractor: RVC HOMES Phone: Bldg. Class: Al single family &duplex A2, residential < 3 stories Over 3 stories Other GENERAL INFORMATION Note: The section designations("Section A", "Section B"etc.)are for convenience in calculations only, and are not related from one set of calculations below to the next. 1. Bldg.Walls Perimeter x Wall heights, = Area ground to eave Section A: 115 19.37 = 2227.55 Section B : 59 28.2 = 1663.8 Section C : 18 26.5 = 477 Section D : 0 0 = 0 Gross Wall Area = 4368•35 2. Building dimensions Floor or Ceiling Length x Width = Area Section A: 30 13 = 390 Section B: 33 8.5 = 280.5 Section C: 12 39 = 468 Section D: 21.6 26.5 = 572.4 Total floor or ceiling area = 1710.9 3. Rim Joist Perimeter = 192 Floor joist 2 by (8", 10", 12"or 16")): 10 Rim Joist Area = 160 Maximum Window U-value with 90% AFUE space heatin' and R-10 Foundation Wall Insulation -q Max.Total Window and Door Area I 1 3 as a percent of exposed wall 10% 12% 14% 16% 18% 20% 22% 24% 26% 28% Wall Type: ! " n 2x4,R-13 insulation, <R-5 sheathing 0.37 0.37 0.33 0.28 0.25 022 0.20 0.18 0,17 0.15 2x4,R-13 Insulation,>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 0,37 0.37 0.37 037 0.36 0.33 0.30 0.27 0.25 D 2x6,R-19 Insulation, <R-5 sheathing 0.37 0.37 ' 0.37. 0.37 0.36 _ 0.32 0.29 - 0.27 0.24 0.23 iz 2x6 ,R-19 insulation, >R-5 sheathing 0.37 ,0.37 0.37 ' 0• .37 I 0.37 0.39 0.35 0.32 0.29 0.27 • c 2x6,R-21 Insulation, <R-5 sheathing 0.37 0.37 0.37 0• .37 0.37 0.35 0.31 0.29 0.26 0,24 pip 2x6,R-21 insulation,>R-5 sheathing 0,37 0,37 0.37 , 0.37 0.37 0.37 .0.36 0.33 I 0,30 0.28 t7 m in z Maximum Window U-value with 90% AFUE space heatin. and R-5 up to R-10 Exterior Foundation Wall insulation Max. Total Window and Door Area as a percent of exposed wall 10% 12% 14% • 16% 18% 20% 22% 24% 26% ' 28% 0 Wall Typo: 2x4,R-13 insulation,<R-5 sheathing 0.37 , 0.36 0,30 0.26 0.23 0.20 0.18 0.16 0.15 0.14 m 2x4,R-13 insulation, >R-5 sheathing 0.37 0.37 0.37 . 0• .37 0.35 0.31 0.28 0.25 0.23 .' 0.22 0 2x4,R-13 insulation,>R-7 sheathing 0.37 0.37 0.37 0.37 0.37 0.34 , 0.31 0.28 0.26 0.24 2x6,R-19 insulation,<R-5 sheathing . 0.37 0.37 0.37 0.37 0.34 . 031 ' 0.28 0.25 ' 0.23 0.21 m vi 2x6,R-19 insulation, >R-5 sheathing 0.37 0.37 -0,37 0.37 0.37 0.37 0.33 0.30 0.28 0.26 2x6,8-21 insulation,<R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.33 • 0.30 0.27 ' 0.25 0.23 w 2x6,8-21 insulation,>R-5 sheathing ' 0.37 0.37 0.37 0.37 0.37 0.37 0.35 0.31 0.29 0.27 °D A r N Maximum Window U-value with 90% AF1JE space heatin and R-19 or_greater foundation wall insulation Max.Total Window and Door Area as a percent of exposed wall 10% 12% 14% 16% 18% 20% 22% 24% 26% 28% Wall Typo: . -1, ra 2x4,R-13 insulation, <R-5 sheathing 0.37 0.37 0.34 0.29 0.26 0.23 0.21 0,19 0.17 0.16 r 2x4,R-13 insulation, >R-5 sheathing 0.37 0.37 0,37 0.37 ; 0.37 0.34 0.31 0.28 0• .26 ' 0.24 m 2x4,R-13 insulation,>R-7 sheathing 0.37 0.37 0.37 4 0.37 10.37 0.37 0.34 0.31 ' 0.28-1 0.24 I2x6,R-19 insulation,<R-5 sheathing 0.37 0.37 0.37 1, 0.37 0.37 0.34 -L 0.30 0.28 0.25 0.23 2x6,R-19 insulation,>R-5 sheathing 0.37 0.37 0.37 0.37 0,37 0.37 0.36 0.33 0• .30 0.28 m 2x6,R-21 insulation, <R-5 sheathing 0.37 0.37 0.37. 0.37 0,37' 0.36 _ 0.32 0.29 0.27 0.25 iv insulation,>R-5 sheathing 0.37 0.37; 0.37 0.37 I 0.37 . 0.37 0.37 0.34 0.31 0.29 v 3 r 'Chis i s a summary only. Other rernirements may apply. Sec the Minnesota Energy Code. f J�"'� Questions? Call Department aPablic Service 1n1oranation Center at 651 296 5175 or 800 657 3710. * f" [e Page 41 • 2000 MINNESOTA ENERGY CODE I 1 1-2 Family Residential Dwellings 11: R "COOKBOOK" WORKSHEET • �J d -n Applicant Name Phone Date Plans must be clearly marked with: " Statement of Compliance: Qinsulation P.-values, Ili oprepoecdbatdingtulip re ese ed in ❑window and skylight 0-values, thew documents is consistent with tee building13 plans,specifications,and other ap Applicant Company 0 size and type of equipment, catarlrations submitted with the permit • hos been ❑ location or interior air barrier,vapor retardersppdel ti�ned to meddle ,xemrntion. The prated s of the and wind wash barrier, Woomera t nergy+Code. so . Building Address: • ❑equipment controls. tv Applicant m ul MINIMUM REQUIREMENTS for"Cookbook" Option: . z Entry Doors 1-3/4"solid wood or maximimt U-value of Ceiling R-3 S(insulation performance at winter design Heating system efficiency:>90%AFUE n 0.40 conditions) Foundation 1/2"insulated glass in wood or vinyl frame, Foundation wall insulation R-10(if a different R-value is Rim joist R-10 Windows` or maximum U-value of U-0.51 used,adjust the required average window U-value by _ *Include foundation window total square footage incamp)cting the worksheet on the next page). . Floor overitnconditioned space R-34 z calculation of Window/Door Area. m Window and Door Arca 100 c in( 1 "�y'� _ `� '/� U-VALUE; ?7 .. As%of Exposed Wall Area Window/Door Arca Gross Wall Area Window/Door Aron Source: i FRC or Code Default table cn �!4:I1 vt L MAXIMUM AVERAGE WINDOW U-VALUES W CO ICOR R-10 FOUNDATION WALL INSULATION&90%AFU) FUltNA CE Check Wall Maximum Total Window and DoorA Type Used Aron as Percentage of Exposed Wall: 10% 12% 16% 18% 20% 22% 24% 26°•x• 28% ti Wall Typo: Maximum Average Window U-valxi.e; 2x4,R-13 insulation, <R•6 shoothin, 0.37 0.37 0.33 0.28 0.25 0,22 0,20 0.18 0.17 0.15 - 214,R-13 insulation,>R-5 sheai;hing 0.37 0.37 0.07 0.37 . 0.37 0.33 0,30 0.27 0.2G 0.23 2x4,R-13 insulation,>R-7 sheathing 0.37 0.37 ► 0.37 0.37 0.36 0,33 0.30 0.27 0.25 2x0, Et•19 insulation.< R-i sheathing 0.37 0.37 4010 37 0.37 0.32 0.29 0.27 0.24 0.23 a 2x0, R-19 insulation,>R-6 sheath ill: . 0.37 0.37 0.37 0.37 0.37 0.36 0.32 0.29 0.27 2x11 R-21 insulation,<R-5 sheathin• 0.37 0.37 0.37 0.37 0.37 0.35 0.31 0.29 0.26 0.24 F 2x6,R-21 insulation,>R-5 sheathing . 0.37 , 0.37 0.37 0.37 0.37 . 0.37 ' 0.36 0.33 . 0.30 0.28 1 m m NOTE: If foundation wall insulation is either less than R-10 (but not less than R-5),or R-19 and above, then use the tables appropriate for those values. m m . w -o 3 -o . t0 This is a stimmar)only. Ot er n uirementa rimy apply. See the Minnesota Energy Code. 5/99 Questions? Call Department of Public Service information Center al 651 296 5175 or R00 657 3710. ZO/( 40 Parc 3 • 2000 MINNESOTA ENERGY CODE ORONO 1-2 Family Residential Dwellings COP'S "COOKBOOK" WORKSHEET Applicant Name Phone Date Plans must be clearly marked with: Statement of Compliance: ❑ insulation R-values, The proposed building design represented in these documents is consistent AV ith the building ❑ window and skylight U-values, Applicant Company plans,specifications,and other 0 size and type of equipment, calculations submitted with the permit ❑ location of interior air barrier,vapor retarder application. The proposed huildinghas been and wind wash barrier, Minnesota to meet the requirements of the Building Address: Minnesota I ncrgy Code. 0 equipment controls. Applicant MINIMUM REQUIREMENTS for "Cookbook" Qption: . Entry Doors 1-3/4"solid wood or maximum U-value of Ceiling R-38 (insulation performance at winter design Heating system efficiency: > 90%AFUE 0.40 conditions) Foundation 1/2" insulated glass in wood or vinyl frame, Foundation wall insulation R-I0 (if a different R-valuc is Rim joist R-10 Windows* or maximum U-value of U-0.51 used, adjust the required average window U-value by *Include foundation window total square footage in completing the Worksheet on the next page). . Floor over unconditioned space R-30 • calculation of Window/Door Area. ��//�� �I �j., Window and Door Arca 100 x !ii7 + it v = o-- % . As % of Exposed Wali Area Window/Door Area Gross WallW U-VALUE : Area Window/Door Area Source: NFRC or Code Default table ,L MAXIMUM AVERAGE WINDOW U-VALUES FOR R-10 FOUNDATION WALL INSULATION& 90%AFIJE FURNACE Check Wall Maximum Total Window and Door - Type Used Area as Percentage of Exposed Wall: 10% 12% 16% 18% 20% 22% 24% 26% 28% Wall Type: J Maximum Average Window U-value: 2x'1, 11-1.3 insulation, <R-5 sheathing 0.37 0.37 0.33 0.28 0.25 0.22 0.20 0.18 0.17 0.15 2x4, 11-13 insulation, >11-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.33 0.30 0.27 0.25 0.23 2x'1, .11-13 insulation, > 11-7 sheathing 0.37 0.37 0.:37 0.37 0.36 0.3:3 0.30 0.27 0.25 2x0, 11-19 insulation, < R-5 sheathing 0.37 0.37 0.37 37 0.37 0.32 0.29 0.27 0.21 0.23 2x6, .1Z-].9 insulation, >R-5 sheathing . 0.37 0.37 U3'r 0.37 0.37 0.37 0.35 0.32 0.29. 0.27 2x6, R-21 insulation, <1.3.-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.35 0.31 0.29 0.26 0.24 2x0, .R-21 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.36 0.33 . 0.30 0.28 NOTE: If foundation wall insulation is either less than R-10 (but not less than R-5), or R-19 and above, then use the tables appropriate for those values. This is a summary only. Other requirements may apply. See the Minnesota Energy Code. - Questions? Call Department of Public Service Information Center at 651 296 5175 or 800 657 3710. Zb/t 5/99 ( Page 3 Maximum Window U-value with 90% AFUE space heating and R-10 Foundation Wail Insulation Max.Total Window and Door Area as a percent of exposed wall 10% 12% 14% 16% 18% 20% 22% 24% 26% 28% Wall Type: 2x4,R-13 insulation, <R-5 sheathing 0.37 0.37 0.33 0.28 0.25 0.22 0.20 0.18 0.17 0.15 2x4,R-13 insulation, >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 0.37 0.37 0.37 0.37 0.36 0.33 0.30 0.27 0.25 2x6,R-19 Insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.36 0.32 0.29 0.27 0.24 0.23 2x6,R-19 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.39 0.35 0.32 0.29 0.27 2x6,R-21 insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.35 0.31 0.29 0.26 0.24 2x6,R-21 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 .0.36 0.33 0.30 0.28 Maximum Window U-value with 90% AFUE space heating and R-5 up too R-'[0 Exterior Foundation Wall Insulation Max. Total Window and Door Area as a percent of exposed wall 10% 12% 14% 16% 18% 20% 22% 24% 26% 28% Wall Type: 2x4,R-13 insulation, <R-5 sheathing 0.37 0.36 0.30 0.26 0.23 0.20 0.18 0.16 0.15 0.14 2x4,R-13 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.35 0.31 0.28 0.25 0.23 0.22 • 2x4,R-13 insulation, >R-7 sheathing 0.37 0.37 0.37 0.37 0.37 0.34 0.31 0.28 0.26 0.24 2x6,R-19 insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.34 0.31 0.28 0.25 0.23 0.21 2x6,R-19 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.33 0.30 0.28 0.26 2x6,R-21 insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 . 0.37 0.33 0.30 0.27 0.25 0.23 2x6,R-21 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 . 0.37 0.35 0.31 0.29 0.27 Maximum Window U-value with 90% AFUE space heating and R-I9or:greater foundation wall insulation Max. Total Window and Door Area • as a percent of exposed wall 10% 12% 14% 16% 18% 20% 22% 24% 26% 28% Wall Type: 2x4,R-13 insulation, <R-5 sheathing 0.37 0.37 0.34 0.29 0.26 0.23 0.21 0.19 0.17 0.16 2x4,R-13 insulation, >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, >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 0.28 0.25 0.23 2x6,R-19 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.36 0.33 0.30 0.28 2x6,R-21 insulation, <R-5 sheathing 0.37 0.37 0.37. 0.37 0.37 0.36 0.32 0.29 0.27 0.25 • 2x6,R-21 insulation, >R-5 sheathing 0.37 0.37. . 0.37 0.37 0.37 . 0.37 0.37 0.34 0.31 0.29 This is a summary only. Other requirements may apply. See the Minnesota Energy Code. A Dl Questions? Call Department of Public Service Information Ccntcr at 651 296 5175 or S00 657 3710. G Page 4 COMM. NO: DFP PLANNING & DESIGN, INC. 4797 HIGHWAY 10, N.E. ARDEN HILLS, MN 55112 651-636-6889 MINNESOTA STATE ENERGY CODE CALCULATIONS Based on Chapter 5 of the Model Energy Code-Adopted 1/1/95 Owner: RVC HOMES COMM. NO: 201140 Site Address: 1080 WILDHURST TRAIL- ORONO Contractor: RVC HOMES Phone: Bldg. Class: Al single family &duplex A2, residential < 3 stories Over 3 stories Other GENERAL INFORMATION Note: The section designations ("Section A", "Section B" etc.) are for convenience in calculations only, and are not related from one set of calculations below to the next. 1. Bldg. Walls Perimeter x Wall heights, = Area ground to eave Section A : 115 19.37 = 2227.55 Section B : 59 28.2 = 1663.8 Section C : 18 26.5 = 477 Section D : 0 0 = 0 Gross Wall Area = 4368.35 2. Building dimensions Floor or Ceiling Length x Width = Area Section A : 30 13 = 390 Section B : 33 8.5 = 280.5 Section C : 12 39 = 468 Section D : 21.6 26.5 = 572.4 Total floor or ceiling area = 1710.9 3. Rim Joist Perimeter = 192 Floor joist 2 by (8", 10", 12" or 16")): 10 Rim Joist Area = 160 4. Doors Area: 53.8 Thickness (inches): 0 Perimeter (feet): 0 . Type of construction: 5. Total door's perimeter: 0 6. Windows Manufacturer: SCHERER U factor: 0.37 State approved: YES Type Height x Length x x Number = Total (inches) (Inches) of gla ss SqFt units CASEMENTS 48 26 8 69.33 CASEMENTS 54 28 14 147 CASEMENTS 54 24 3 27 CASEMENTS 36 20 4 20 FIXED 78 30 2 32.5 CASEMENTS 54 20 3 22.5 CASEMENTS 42 28 6 49 CASEMENTS 36 28 6 42 CASEMENTS 54 26 6 58.5 FIXED 48 60 1 20 FIXED 84 72 1 42 0 0 0 0 0 0 0 0 7. Window glass area (SqFt) = 529.83 Type Height x Length x x Number = Total (feet) (feet) units SqFt 8. Patio Door: 6.85 2.6 2 35.62 9. Atrium: 0 0 0 0 10. Fireplace area Width: 0 Height: 0 Total Sq Ft = 0 11. Exposed Foundation Height area A: 0.67 Perimeter area A: 192 Sq Ft area A = 128.64 Exposed Foundation Height area B: 0 Perimeter area B: 0 Sq FtareaB = 0 12. SqFt U factor U x A Gross wall area 4368.35 minus Window area 529.83 0.37 196.04 Patio door area 35.62 0.37 13.18 Atrium area 0 0 0 Rim joist area 160 0.029 4.64 Door area 53.8 0.14 7.53 Fireplace area 0 0 0 Exposed Found. 128.64 0.07 9 * Framing area 436.835 0.095 41.5 equals Totals for net wall: 3023.625 0.043 130.02 Totals for gross wall area: 401.91 * Framing area is 10%of gross wall area 13. Gross wall area x factor below = U x A per code Factor is .11 for A-1 single family& duplex .23 for A-2 and other residential .23 for other buildings .28 for over 3 stories Factor is: 0.11 BTUH = 480.5185 MUST BE > OR = 401.91 (calculated above) 14. Gross ceiling area = 1710.9 15. Ceiling framing area (10%of ceiling area) = 171.09 16. Joist Area (10%of ceiling area) = 171.09 17. Net ceiling area (Gross ceil. area-Joist area) = 1539.81 18. U ceiling: 0.021 x Net ceil. area = 32.33601 19. U framing: 0.024 x Joist area = 4.10616 20. Total of item 18 x item 19 = 36.44217 21. Gross ceiling area x factor below = U x A per code Factor is .026 for A-1 single family&duplex .033 for A-2 and other residential .06 for other buildings Factor is: 0.026 BTUH = 44.4834 MUST BE > OR = 36.44217 (calculated above) U VALUE- RVALUE, ----- 2 X 6 / IIUIC.T(tZTG % Inside air film .45 (Wall) U = 1 �, Interior wall R S4ALL: 1-- � f—� ''on X9.00 1 • Insulation SECTION J • 2.Oo -043 �__ Sheathing 1 • . .67 '_. : 4-i. Siding . Outside air film ' • .17 �• it '107'11L 23'OJ • air film .68 • • jl Inside STUD Interior wall ^[ • sr•,cTzot: ` N 1 Stud - 6 " 6.50 (Framing) U = 1 = Sheathing 2.06 I.1 .67 • 095. Siding .17 • air film Outside ---- ? i‘ it TOTAL 10.53 J4 F-T- . _G8 j Interior air film Insulation 19.00 RIM • jz1_80 (Rim Joist•) U 1 = l 1 i inch soft wood 10.009 R JOIST �_I / 1p' -.}GiP SN: � 2.05 , _ eathing f #� O ti I '♦ Exterior wall covering .67 � ,�2 ' i Exterior air film 17 �� !t • R `DOTAL _ -----C:''' ' _ It • 68 Interior air film Fan. " Block) 1.20 (Foundation) U Foundation (12 K 1 .17 -- Exterior air film I R J.O.t ALS_ "�— , i CEILING WITH VENTED ATTIC S 'i ,t. /WOVE,' R VALUE R VALUE FRAMING CEILING ./------7>- --' • 0.61 Air Film 0.61 • 36.00 Insulation 44-00 • 1104116• 4-38 :::ng .56 . 0.61 Air Film 0.61 /.>"-\ . 41.55 Total R '45.78 .024 tU = 1 .021 • • CATHEDRAL CEILING • R VALUE •R VALUE FRAMING CEILING o —. i [kin,' 1Ioi ililllIQiil Ill] •• 11 0.61 ..-.: Inside .air film . 0.61 Ar -56 Ceiling�S .56. 14.375 Joistpacer) A --- Insulation 33.85 --- Air Space -50 .67 Roof decking .67 -06 Felt .06 .44 Shingle -44 0.17 Outside air film 0.17 • 16.88 Total R 36.86 .059 R = U .027 Window infiltration .5 cfm/lineal foot of crack Residential door infiltration 0.5 cfm/square foot or door and minimum code requirement , Non-residential door infiltration 11.0 cfm/lineal foot of crack Ub 12" concrete block no insulation = .781 R 1.28 double glass = .52 triple glass = .31 • All exterior walls and ceilings must have a vapor barrier (0.10) perm max.). Vapor barrier must be on the inside (heated side) of wall. Vapor bariers of the polyethelene thin film have no R value. 5111 --. c=2 06" c DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT SCHEDULED /FS- /O 30 Apti t. PERMIT NO. > 7)a O/MPLETED f' •ADDRESS �O"CQ CAI/ 0 14( -ter- /X- OWNER CONTR. i'VC'_ TELEPHONE NO. 7L'3 (LS-" q&ya • DESCRIPTIONlh.-0-' W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING c ti 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 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 LU09 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 a - C.N-eO 14,40-O C.6 cam- , 7-14 6,1..m._(„e cc 0 cc O 4(4. W CC OA — /Le.� rat C3 ��� u rw LA./ (-174- Lu Z ,L4-,+e/? GbJ--N. Cdi-c_c.. 7-1_43..r 7 -1-0 14.1 FE c5 K-o,..-% 76170 IQ0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE ?�� W 0 CORRECT WORK&PROCEED eieISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION DL TEMPORARY ----___ O(..) BEFORE COVERING PERMANENT /-S ,,,-ci 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN I ti_ l.. f i INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins tion 24 hours in advance. (952) 249-4600 Owner/Contractor i Inspector. White Copy/Inspector's File Canary Copy/Site Notice SiL t'''' DATE TIME CITY OF ORONO ✓CALLED IN INSPECTION NOTI E SCHEDULED �� PERMIT NO. V0 X570/� /COMPLETED /err© 36 ADDRESS 70Y0 ./-)/ (X/TG/l OWNER CONTR. ie VC i-7/- . TELEPHONE NO. 9S� 7, CO 7,,1--/ DESCRIPTION 14 `'-'e "( un'i_, pie a',, sik k. LU 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 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LIJ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES NO tit• COMMEVS: cc Lcti Met r�/ f'-i c-a, ,f v).-- /-Q ec ,,,z.,5„, ��-tacs 6& a-ef cQ e� �e�lr'/ 4.kie �1 Lk S 9 6- 0 /� W ``` .i // '_ %// Q / —� �,— Lt �� / `Z '- 4 W z W cc d Wu ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CORRECT WORK,CALL FOR REINSPECTION TEMPORARY EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner!Contrac r on site: Inspector. i '-(- White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI SCHEDULED ' �i I-7-( C2 PERMIT NO. /C/. `-•70 COMPLETED - Z.-/ 0 ADDRESS / 6',' (T' CA ' / / c--/ 71u rS71- OWNER CONTR. / t"C` f-7cyyLr TELEPHONE NO. c---7 :,-% Y7-- 0..)/ DESCRIPTIO - IVf' /�'CJ i/) -) t 01 FOOTING -' -711 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti 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 Z I, 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `4 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o C ENTS: 4 /7/Z UiG - I�C/ �n �cja� cg j 4-1, c a- /)�2Y ©il e 1 • �� - 0 W CC Q W Z W CC IQ0 WORK SATISFACTORY: OCEED ❑ PROJECT COMPLETE W ORRECT WORK&PROCEE ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑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 next inspection 24 hours in advance. (952) 249-4600 Owner/Contr r on si�ty Inspector.j C�--e-f,i White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN 'l INSPECTION NOTICE SCHEDULED F?-c9. / �7=vO �M PERMIT NO. 1/57O CQMPLETED �C ADDRESS /0K-) / OWNER CONTR. ie r"/f * S TELEPHONE NO. —7(03 qkt / t93/ DESCRIPTION `_/JSv( f Or) LL! 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 0. 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ci/ 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION ct 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 W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL • 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL • OWNERICONTRACTOR TO MEET YOU:_YES NO o COMMENTS: _. W 0. CC 0 CC 0 0. LU W W CC d WL /ORKSATISFACTORY:PROCEED C PROJECT COMPLETE W ❑CORRECT WORK&PROCEED r_ ISSUE CERTIFICATE OF OCCUPANCY • ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Oi 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. 249-4600 Owner/Contractor site-Op Inspector. White Copyllnspector's File Canary Copy/Site Notice 62,- u3 tQ'nCi°J-U2-- -l.hiA IA . DATE TIME CITY OF ORONO CALLED IN INSPECTION N TICS., SCHEDULE 3-I�{�J � .- /l 30 PERMIT NO. 1�d F3.' 7 D COMPLETED ADDRESS f OFD / !d GI u.-S1 72 OWNER CONTR. ? ,V TELEPHONE NO. 6 P11QN W 01 FOOT 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING F�iAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION • 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 Q OWNER/CONTRACTOR TO MEET YOU: YES NO LOC ' COMMENTS: LOCK— Fat 0�`� EL L?' CCQ. ` fie nv--/f( '' mac W G cc W W cc j d W ❑WORK SATISFACTORY:PROCEED E PROJECT COMPLETE W ❑ CORRECT WORK&PROCEED �,. ISSUE CERTIFICATE OF OCCUPANCY • OORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN I CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C] INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contractor on site: Inspector. /l azz-e (9o7 White Copyllnspector's File Canary Copy/Site Notice D--- � T13 CITY OF ORONO CALLED IN ME /�'`- INSPECTION NOTI 7 SCHEDULED A; n �0.' 0 PERMIT NO. Ods 6 COMPLETED i4- ADDRESS /0 $p (0)40/I/- OWNER CONTR.I ,^ _4/6 l�/<3Yh�_S' L TELEPHONE NO. i fa ,_' /A•9 "' -77 ie E DESCRIPTION 1O -/-/N 01 FOOTING 11 MECHANICAL R( 18 EXCAV/GRADING/FILLING 4. 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 cC 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 Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: ct W a CC J 0 CC 0 U- W CC Q W Z W �GIORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ll�rr((/❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O CICORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED CISTOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractoygn sitg/a Inspector. ),, �-- White Copy/Inspector's File Canary Copy/Site Notice SCOPE: DESIGN AND DETAILING OF STEEL PILES TO SUPPORT BASEMENT WALLS AND GARAGE F❑UNDATI❑N AS WELL AS STRUCTURAL SLAB, NOTE: 1, ALL PILES TO BE INSTALLED TO A MINIMUM ULTIMATE CAPACITY OF 110 TONS 2, CONSTRUCTI❑N TO BE IN ACCORDANCE WITH BRAUN INTERTEC GE❑TECHNICAL REPORT 4BABX-01-0124 DATED 4/12/01, 3. J. H. DAHLMEIER WILL PERFORM ONE SPECIAL INSPECTION DURING REBAR PLACEMENT, int- T 73' S/ 3 , 3 /,r_ 7' / l3 r AI V 0 A 1 A A — r „,1 I / / / 0-( P / t ›k-� 10 ,c, __— -_ e 11 N. i �A - ,, a 1 • \ I ,� K g y PH x7LI VV-1-------, Pile cc.r w/ -I A 4 (3)# � ti w-r i \ [— j 0 � s ---;-�---_ _ic_ _ .ter - -.__.._._.__.it � --I L 1 ‘ . I (c),•"fl ! ;� �_A _____ o ___„ _t __� N IL o I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, 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 gyp, gypAl. / lk� STATE OF MINNESOTA ,,I4 ..>r. DATE 4a-621 1 •/ , a, ,6'212 PILE L❑CATION PLAN J .. , n H. a h t r�,e e r ALL DIMENSIONS ARE APPROX. & OUT TO OUT A - DENOTES PILE LOCATION SHEETS S1 T❑ S6 ----7- DENOTES STRUCT. SLAB SPAN C0""u' NO. RESIDENCE UNDER CONSTRUCTION o i t J. H. Dahlmeier Nu 1080 WILDHURST TRAIL DRAW J D 'TO Engineering Inc. _ i ORONO, MN 2434 Commerce Boulevard 952-472-4746 for R V C HOMES CHECKED D Mound, MN 55364 Fax 952-472-4761 4 /01 NOTES MATERIALS 1, PRIOR TO BACKFILLING, FOUNDATION REINFORCING ASTM A615, GRADE 60 WALLS MUST BE LATERALLY CONCRETE 3,000 PSI AT 28 DAYS SUPPORTED BY FLOOR CONSTRUCTION AT BOTH TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING. /--BY OFLOOTR HERT❑SWALL CONNECTION 10" SLAB AT GARAGE SEE DETAIL S3 FOR REINF, GRADE PR❑VIDE POSITIVE / DRAINAGE AWAY -i —� _ FROM WALL. I 1-111,;,11. 4 HOOKS AT 48" D.C. GRANULAR BACKFILL J 7— 12" CONCRETE OR MASONRY WALL BY OTHERS 10" STRUCTURAL SLAB44 x 2'-0" DOWELS SEE DETAIL S3 77— AT 24" ❑,C, FOR REINF. ' 24" W X 24" D 44 HOOKS AT 48" ❑.C. , GRADE BEAM SEE DETAIL S4 FOR REINF, PILE SEE PLAN —/�, yY' TYPICAL WALL SECTI❑N /01 6 RESIDENCE UNDER C❑NSTRUCTI❑N COMMISSo11 6 +ID _J. H. Dahlmeier 1080 WILDHURST TRAIL DRAWN Engineering Inc. 2 ❑R❑N❑, MN CHECKED- 2434 Commerce Boulevard 952-472-4746 for R�/C HOMES Mound, MN 55364 Fax 952-472-4761 ' /26/01 • 44 x 4'-0" @ 48"o,c, 10" SLAB W/ 4 S'S @ 16" O.C. EACH WAY 2x FRAMED WALL CONTROL J❑INT TYP. / — 3" CLR • • •F 24"W X 24"D GRADE BEAM 2" CLR --fesW/ C4) #8'S X C❑NT. � TOP AND BOTTOM 3 CLRt . #4 TIES @ 8" O.C. TYP. 6" TYP, TIES TO BE C❑NTINU❑US LOOPS 1 PILE SEE PLAN ,�, 1 SECTI❑N S3 INTERIOR GRADE BEAM COMMISSION RESIDENCE UNDER CONSTRUCTION CO01116N0. J. H. Dahlmeier J�J 1080 WILDHURST TRAIL DRAW 'UD Engineering Inc. S _ ❑R❑N❑, MN D CHECK 2434 Commerce Boulevard 952-472-4746 for R V C HOMES HD Mound, MN 55964 Fax 952-472-4761 4/ /01 44 x 4'-0" HOOKS @ 24"o.c. 10" SLAB W/ 45'S @ 16" O.C. EACH WAY 11-6" IV 3" CLR 7-- 8" MASONRY WALL 44 x 2'-0" DOWELS PR❑VIDE 42" MIN. ,7— AT 48" ❑.C. FROST COVER 1 t 0 24"W X X24"D GRADE BEAM W/ (4) 48'S X CONT. 3u • .\ TOP AND BOTTOM 44 TIES @ 8" ❑.C. CLR DRAIN —— TIES TO BE CONTINUOUS LOOPS 6" TILE TYP PILE SEE PLAN —/ .. 1 SECTI❑N S4 AT GARAGE DOOR RESIDENCE UNDER CONSTRUCTION 01116'''. TJ. H. Dahlmeier Ju 1080 WILDHURST TRAIL DRAWN BY HD Engineering Inc. JHD S 4 ❑R❑N❑, MN 2434 Commerce Boulevard 952-472-4746 4 •/01 for R V C HOMES CHECKED BY JHD Mound, MN 55364 Fax 952-472-4761 • 44 x 5'-0" HOOKS @ 24" O.C. 10" SLAB W/ #5 '\.. @ 16" D.C. EACH WAY 2x FRAMED WALL GRADE 8" MASONRY WALL Z---. . \3" CLR4 x 2'-0" DOWELS AT 48" O,C, 77— PR❑VIDE 42" MINIMUM FROST COVER I / 24" x 24" GRADE BEAM DRAIN ` W/ (4) #8'S X CONT. 1'-0 TILE TOP AND BOTTOM co ' . . .\ —— #4 TIES @ 8" O.C. v TIES TO BE CONTINUOUS LOOPS I PILE SEE PLAN —/ 1-1�SECTION �_TYP, EXTERI❑R WALL RESIDENCE UNDER CONSTRUCTION COMM11ISSION16 � NO. JT LL��7L ' J. H. Dahlmeier 0 1080 WILDHURST TRAIL DRAWN BY 1 ZEngineering Inc. S - 5 ❑R❑NO, MN CHECKED 2434 Commerce Boulevard 952-472-4746 4/20/01 for R V C HOMES JH Mound, MN 55364 Fax 952-472-4761 NOTES MATERIALS 1. PRIOR TO BACKFILLING, FOUNDATION REINFORCING ASTM A615, GRADE 60 WALLS MUST BE LATERALLY CONCRETE ; 3,000 PSI AT 28 DAYS SUPPORTED BY FLOOR CONSTRUCTION AT BOTH TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 7—FLOOR TO WALL CONNECTI❑N BY OTHERS 10" SLAB AT GARAGE SEE DETAIL S3 FOR REINF. • #4 HOOKS AT 48" D.C. 12" CONCRETE OR MASONRY WALL BY OTHERS J #4 x 2'-0" DOWELS AT 24" O,C. ao N 10" STRUCTURAL SLAB-- SEE DETAIL S3 \` FOR REINF, 1 l - � 2 44 HOOKS AT 48" O.C. GRAE BEAM SEE DDETAIL S4 FOR REINF, 24" W X 24" Dom/ —— 2 "S" GRADE BEAM SEE DETAIL S4 FOR REINF. PILE SEE PLAN —/ TYPICAL SECTI❑N AT STEP RESIDENCE UNDER CONSTRUCTION CO01111N NO. �TU J. H. Dahlmeier 1080 WILDHURST TRAIL DRAWN BY UD Engineering Inc. S — 6 ❑R❑N❑, MN CHECKED 2434 Commerce Boulevard 952-472-4746 4 601 for RUC HOMES Mound, MN 55364 Fax 952-472-4761