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2017-00979 - new house
CITY OF ORONO * 2 0 1 7 — 0 0 9 7 9 2750 KELLEY PARKWAY DATE ISSUED: 09/06/2017 ORONO,MN 55356- (952)249-4600 FAX: (952)2494616 ADDRESS : 780 TONKAWA RD PIN : 05-117-23-34-0010 LEGAL DESC : PARTENS POINT 1ST DIV : LOT 015 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 850,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 5,467.42 MICHAEL PAUL DESIGN BUILD STATE SURCHARGE(VALUATION) 425.00 8959 SPRINGWOOD DRIVE TOTAL 5,892.42 WOODBURY,MN 55125- Payment(s) Minnesota State License#:BUIL-BC384886 CREDIT CARD 3610 5,892.42 OWNER MENZEL,KEITH 780 TONKAWA RD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. CAA 9'-A�o 9 1'' 'Applicant Perrhited Signature Date Issued EL9 Signature Date .it CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS O Mailing Address: Permit number: - 7 PO Box 66 Crystal Bay, MN 55323-0066 Date received: 9-17-1-7 Street Address:' Received by: /1L N M 2750 Kelley Parkway Plan review fee: .00 !q'�f S H� Orono, MN 55356 Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required informatioA must be submitted.QJ Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 7�-c —1 C,uti'c� /ZEA h,�'A/ Will this be a Parade of Homes, Remodelers Showcasd Home or other Display Home? Yes ❑ No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: P(:,, 1 C5 `1 V i State License# ( Expiration Date: 76i? Phone: cell office Mailing Address: S Ai .vCit : i� o2-u ZIP: Contact Person: I Ce &,,(ct CaA- Applicant is: Con ractor / Homeowner (circle one) Email and/or Fax: PROPERTY OWNER INFORMATION: / Name: Phone(day): Address: -1 (�C) I u r`��w q (Zdl City: r,0 ZIP: S S Email and/or Fax K c-t -h 0y\c r\2 c l[ 0 , (. �c�-• ARCHITECT/ENGINEER INFORMATION: Name: 'b%P1�,,.n r1G 4 �e s-) Phone(day): -7 L 3- -7 kC — act�I Address: 't 1 00 i3� 1 h r�c,rcA Sfi tJ t-- City: IS� C4-, r.e ZIP: . Email and/or Fax: S v P F c �, _ (Q--, PROJECT INFORMATION: Descri tion ofproject: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& ��� Water Supply [New Construction ,A Single Family with [J Accessory Bldg./Garage Addition ttached garage ❑DeckPublic Sewer ❑Accessory Building [:1Single Family ' , ❑Office/Commercial '< ❑ Relocation a ched arae (R'Residence ❑Private Sewer ❑Other:(specify) ❑Multip a amity/Condo ❑Retaining Wall(s) ❑Public 4-feet or greater ❑Public Water "Any earth movement may also require ❑Commercial ❑Storage MCWD review&permits. ❑ Industrial ❑Warehouse Private Well Minnehaha Creek Watershed District(MCWD) ❑Other:(specify) ❑Other(specify) ,\ 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax 952-471-0682 www.minnehahacreek.or $ RECEIVED Estimated Construction Valuation (excluding land) L AUG 17 2011 Last Updated: January 2016 CITY OF QRONO STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) I a. Length(ft.)= � Number of bedrooms= � 2. Occupancy: b.Width(ft.)= Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= / c. Basement= )�?O Detached= � 4. Type of Construction: ;�L` d. 1 sc Story = e.21 Story= ZZ 5. Code Edition: f. '/2 Story = g.Total Area= 6674 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ Building Permit Escrow Agreement and Fees ❑ Plan Review Fee ❑ Completed Application Form a ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set ❑ ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ Survey—2 full size,to scale(meeting ALL survey requirements) ❑ Hardcover Calculations ❑ Septic System Certification ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ Landscape Walls and/or Retaining Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP ❑ P= Access Permit ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: �� Date: � S"l Owner's Signature: � — Date: Last Updated: January 2016 Builder Acknowledgement Form Permit #2017-00979 / 780 Tonkawa Road Builder Representative Name 44.162�� Permit Conditions: Initials "NOTE CHANGE" Before scheduling an exterior insulation and/or drain tile inspection, a ,, A foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\tonkawa road\780\builder acknowledgement form 2017-00979.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES ��/ ADDITIONS � Address: IM) TmowGl Permit No.: /�✓I� `DU" 1�� I Description of work: OM V C IUQI 7i/ � Date Rec'd: I l Septic review by: S��\� t��! Date Approved: Zoning review by: �oA ► " Date Approved: Building review by: �'e-f Date Approved: g �( Grading review by: Low- Wi W WA Date Approved: Zoning District: r; I` Zoning File M Resolution? Yes Reso M Reso Date: Signed: Yes C No Resolution l Zoning: Lot Area: �3bD� -1,OSF/AC Width: l bo ' Structural Coverage: (W SF 155,07 % Survey Submitted: 0 Yes 0 No Date of Survey: l �2� 1� Revised date(?): Landscape plan submitted? A<es Landscaper: 0 ti vv UaPouCQ L 0 No/None proposed Proposed Setbacks: Front(Lake) Rear(Street) ( N (� E W ) (� S E W ) Other Buildings Wetland `Side Side r i L 5o' -70 ` i < < 3�71 Buildinq Hei ht Analysis: Distance Between First Floor and defined Top of Roof*(See"building height" (a) 12�o�5 definition): First Floor Elevation from building plans): (b) q-7+0 Highest Existing ground level (per survey)or 10'above lowest ground level, (c) 0 whichever is lower: ` Difference between b and (c)*: (d) J,t DEFINED HEIGHT *If highest existingadjacent rade is below FFE-Height is,(a) + d (e) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? s 0 No Permit Number: — L es 0 No 0 N/A 0 Yes No 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % ands % and s j� 2,j. 1070 0 Yes No 0 Yes No / 1 ) 2 3 4 5 4- Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO Permit Plan Review State Surcharge Investigation Fee SAC-Number of SAC Units Other(specify) Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ Orono Inspections Required Work Requiring Separate Permits Footing O Site Plumbing 0 Grading/Filling `l2�Poured Wall X Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal Fireplace E' Water Connection O Framing 0 Other(specify) 0 Masonry � Sewer Connection Waterproofing/Drain tile )I Mfg. 0 Lawn Irrigation 0 Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic Insulation As-Built Survey 'WFinal Lathe Required State Permits 0 Other(specify) 0 Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: 0 See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx City of Orono �oNo Hardcover Calculation Worksheet Property Address: -76D T00,--A llVA R-0� � 6I Sc) I r7 t Soo w° Prepared by: j2A0J D D e: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (surrey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item(Describe) Length x Width Total Survey (Square Feet (Example) .Ga (24'y 30 20 S.F. A S.F. B S.F. C S.F. D S.F. E I.,To 0 S.F. F S.F. G• FZ S.F. H S.F. S.F. S.F. K S.F. L S.F. + M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. v S.F. W S.F. x S.F. Y S.F. Z S.F. 1 Total Proposed Hardcover S.F. Excludable Hardcover See City Code Sec 76-1684 S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Proposed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area S.F. Proposed Hardcover Percentage 1(3)+(4)] 23 A % 56 = �� �c�� C70 This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein,however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 5"ra i aWjc--,> City of Orono �oNo Hardcover Calculation Worksheet Property Address: 780 -r'o$3Y.-A A ROM> �i 3 o I r 2R`k 140 Prepared by: D e: Stormwffier Quality Overlay District Tier. (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: Q0." O In the following table, identify all items of proposed hardcover oh the property, keyed by letter to Certificate of Survey (survey must accompany this form). Indude all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are spit at the 75' setback line and calculate hardcover square footage separately for each portion. Survey to Hardcover Rem(Describe) Length x Width Total Feet 'x 301 rM S.F. A S. . B S.F. C S.F. D S.F. E S.F. FS.F. G• S.F. H S.F. I S.F. J S.F. K S.F. L S.F. • M S.F. NS.F. O S.F. P I S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. v S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Proposed Hardcover S.F. Exckidabba Hardcover Code Sac 78-IM), .... S.F. S.F. S.F. S.F. S.F. Total Excludable Hardcover S.F. 3 Net Proposed Hardcover Subtract One from ine 1 S.F. 4 Total Lot Area S.F. Proposed Hardcover Percentage 1(3)+(4)] 23,`% This is an int4r7nation packet regarding Hardoover. Every effo►t hes been made to insure the acowacy of the information contained herein:however,Y any information is not consistent with provisions of the Cly Code,the Code provisions WN prove# Page 9 of 9 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application Plan Review Fee Paid — Signed Escrow Agreement & Escrow Payment QUtee. Building Plans (to scale) x2. Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: Address: 'l D IDnJ IcA-w 6- P-S `� 35--e Permit #: Last Updated: January 2016 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", 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 Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. Arllcle-) / �w First Middl/e� Last eg�' =;*e" -I',V CA.UJ D Address W) mo�J 911-1 MAJ �ZS 6s �- �bS= 2 717 City State Zip Phone I understand my rights as stated above. Signatur RECEIVED Packet Last Updated: August 2015 Page 7 AUG 17 ZU1 CITY OF ORONO New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posted panel. COMM. NO. Mailing Address of the Dwelling or Dwelling Unit City 217194 780 Tonkawa Road Orono Name of Residential Contractor MN License Number Michael Paul Design & Build THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Passive(No Fan) Active(With fan and monometer or other system mnnitorinty(]PVI-P y c C1 T Location(or future location)of Fan: F � a a C: _ a 0 0 o a o U =3Q m m y CJ oo c N C ` T Insulation Location o z@ - a LL x a o o o 0 w Ln 0 0 c c m M c zo LL a Other Please Describe Here Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist(1 st Floor Rim Joist(2nd Floor+) Wall Ceiling,flat Ceiling,vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows &Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door) 0.32 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient SHGC): 0.35 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code FuelType Passive Manufacturer Powered Interlocked with exhaust Model device. Input in Capacity Output Other,describe: Rating or Size BTUS: in in Tons: AFUE or SEER Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calcula Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or Combustion Air Select a Type air source heat pump with gas back-up furnace): Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High Other,describe: Ener Recover Ventilator(ERV)Capacityin cfms Low: Hi h: Location of duct or system: Balanced Ventilation ca acit in cfms: 11 Location of fan(s), describ Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct Created by BAM version 101014 -�+-wrhptwft° Right-J®Worksheet Job: H080917MENML Entire House Date: Aug 0%2017 By: MIKE ROVYE Goodin Company 2700 2nd street north,Minneapods,MN 55411 Phone:612588-7811 Fax 612-5884132 Email:mike.roweftoodinco.com Wetr.www.goodineo.com 1 Room name ErtireHome BASEMENT 2 Exposed wail 906.0 ft 237.0 It 3 Room height 9.9 ft 9.0 ft hwV000l 4 Room dimensions 19MO x 1.0 ft 5 Room area 7933.0 W 1978.0 ft, Ty Construction U-value Or HTM Area (ft°) Load Area (ft) toad number (Bttttfft;° (B 2) or perimeter (ft) (Bt uhj or perkrwter (ft) (Stuh) Hest Cool Gross NIP/S Heat Cod Gross N/PIS Had Cad 6 w Rim Joist,w-d ext 18 0.047 se 4.08 0.94 279 279 1140 262 237 237 988 223 W 12F-Osw 0.066 s 5.65 0.90 1619 1433 8094 1285 41 30 189 27 T--G 2 plearq,dr outr, 0.280 s 24.33 17.53 186 0 4526 3260 11 0 268 193 w 15B11-0wc-10 0.055 s 3.39 0.00 316 316 1071 0 316 316 1071 0 11 w Ba wat sdt dry s 0.075 s 1.47 0.00 270 270 397 0 0 0 0 0 1Rl 12F-0aw 0.065 w 5.66 0.90 1565 1085 6129 973 171 96 542 Be �--C 2os&a cIr outr, 0.280 w 24.33 31.57 480 0 11679 16163 75 0 1825 2368 w 15811-0wc-10 0.055 w 3.39 0.00 324 324 1098 0 324 314 1098 0 w 8g was,sght drys 0.075 w 1.47 0.00 394 394 579 0 0 0 0 0 VY IM: 0.065 n 5.65 0.90 1578 1387 7834 1244 0 0 0 0 2 plazkn cir aAr, 0.280 n 24.33 9.24 191 0 4647 1765 0 0 0 0 w 15A11.8ocw-10 0.056 n 3.48 0.00 480 480 1668 0 480 480 1888 0 w Bg wail,iglt dry s 0.075 n 6.53 1.50 270 270 1762 406 0 0 0 0 12F-Mw 0.065 a 5.65 0.90 1394 1146 6473 1 0 0 0 0 2 dazing,cir oW, 0.290 a 24.33 31.57 206 0 5012 6503 0 0 0 0 11 0.390 a 33.89 9.75 42 42 1423 410 0 0 0 0 w 15B11-8wc-10 0.055 a 3.39 0.00 (MIS 698 2366 0 698 698 2366 0 C Attic ceisrtg,asphe 0.020 - 1.74 0.97 3484 3484 6055 3379 0 0 0 0 F Ba floor,IWtt dry 0.090 - 3.91 0.00 3484 3484 13624 0 1978 1978 7735 0 6 c)AED excursion 7387 1 917 E-elope loss/gain 85579 38056 17710 3813 12 a) Idlttration 48437 3892 3244 261 b) Room ventilation 0 0 0 0 13 Irtemal gains: Occupants 230 22 � 5 i Ap Subtotal(fines 6 to 13) 1 134016 5011071 20954 8824 Less ext"load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 134016 50607 20954 8824 15 Duct beds 6416 102% 85291 51707 64%1 102% 13336 9016 Total room load 219307 102314 34290 17840 Air read(cfm) 4107 4107 642 716 Calculations approved by ACCA to meet all requirements of Manua)J 8th Ed. * wr'9ht:Sofl't° RW.SuRsO Udversal 2013 13.0.15 RSU15012 2017-Aug-09 13:43:27 Page 1 Pro}ect2.rup Calc■MJ8 Front Door faces: E wrightsofC Right-.1®Worksheet Job: H080917MENZEL Entire House Date: Aug 09,2017 By: MIKE ROWS Goodin Company 2700 2nd street north,Minneapolis,MN 66411 Phone:612-588-7811 Fax 612-588-8132 Email:mike.roweftoodinco.com Web:www.goodkwro.com 1 Room name sports room MAIN LEVEL 2 Exposed wall 42.0 ft 296.0 ft 3 Room height 17.0 ft heWcod 10.0 ft heallcool 4 Roam dimensi" 649.0 x 1.0 ft 2829.0 x 1.0 It 5 Roan area 649.0 ft2 2829.0 ft2 Ty Constnxilon U value Or HTM Area (ft') Load Area (ftp Load number (Btuh/WF) (Bt I or Perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Had Cod Gross WP/S Heat Cod 6 W Ran Joist,wd and 18 0.047 se 4.08 0.94 42 42 172 39 0 0 0 0 �/ 12F-0sw 0.065 s 5.66 0.90 0 0 0 0 700 579 3270 519 --G 2 tuna,cir outr, 0.260 s 24.33 17.53 0 0 0 0 121 0 2944 2121 w 15811-8wc-10 0.056 s 3.39 0.00 0 0 0 0 0 0 0 0 11 W Bq wad,fight dry s 0.075 s 1.47 0.00 270 270 397 0 0 0 0 0 W 12F-0sw 0.065 w 5.65 0.90 0 0 0 0 776 513 2698 460 t-G 20azing,cir a9r, 0. 399 w 24.33 31.57 0 0 0 0 263 0 68302 W 111-MC-10 0.055 w 3.39 0.00 0 0 0 0 0 0 0 0 W B9 wad,fight dry s 0.075 w 1.47 0.00 394 394 579 0 0 0 0 0 tyJ 12F-0sw 0.065 n 5.65 0.90 0 0 0 0 700 605 3417 543 G 2 glazing,cir otdr, 0.280 n 24.33 9.24 0 0 0 0 95 0 2312 878 W 151114ocw-10 0.056 n 3.48 0.00 0 0 0 0 0 0 0 0 W Bg wad,fight dry s 0.075 n 6.53 1.50 270 270 1762 406 0 0 0 0 16 12F-0sw 0.065 a 5.65 0.90 0 0 0 0 776 671 3790 602 2 glazin cir outr, 0.280 a 24.33 31.57 0 0 0 0 63 0 1533 1989 11b0 0.390 a 3389 9.75 0 0 0 0 42 42 1423 410 w 158114we-10 0.055 a 339 0.00 0 0 0 0 0 0 0 0 C Attic eeilinp,aspha 0. - 1.74 0.97 0 0 0 0 2829 2829 4917 2744 F Bq floor,Ilght dry 0.090 - 3.91 0.00 649 649 2538 0 202 202 790 0 6 c)AED excursion -85 1441 Envelope loss/gain 5447 360 33804 20009 12 a b; Infiltration 2254 181 21525 1713 Room ventilation 0 0 0 0 13 Irderral gains: OccuPads 230 10 2300 2 460 Apprra cesldher 01 0 Su#dal(Arras 6 to 13) 7701 2841 1 55019 22183 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7701 2841 55019 22183 15 Duct loads 1 64% 102% 4901 2903 64°h 102% 35016 22864 Total room bad 12602 5744 90035 44847 Air req*W(cfm) 236 231 1686 1800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � *wrlght"ft' RightSuite®Universal 2013 13.0.15 RSU15012 2017-Aug-09 13Page 2 Pr*ct2.rup Calc-M.18 Front Door faces: E wrightsofr Right-J®Worksheet Jab: HOM17MENZEL Entire House Date: Aug 09,2017 By: MIKE ROWE Goodin Company 2700 2nd street north,Minneapolis,MN 56411 Phone:612-588-7811 Fax 612-088-8132 Email:mike.rowe@goodinco.corn Web:www.goodinco.corn 1 Room name UPPER LEVEL BONUS ROOM 2 Exposed wall 9.0 ft 208.0 ft heat/cod 8.0 ft 123.0 It 3 Room height q Room B 1822.0 x 1.0 It 656.0 x 1.0 It 5 Room aro, 18220 ft2 655.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (BtWft'-°F) (BUM or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N!P1S Heat Cod 6 W Rim Joist,wd ext 18 0.047 se 4.08 0.94 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 s 5.65 0.90 504 604 2847 452 374 32D 1808 287 -G 2 dezina,dr outr, 0.280 s 24.33 17.53 0 0 0 0 54 0 1314 948 W 15B11-8yxr10 0.055 a 3.39 0.00 0 0 0 0 0 0 0 0 11 W Bp wall,W dry s 0.075 s 1.47 0.00 0 0 0 0 0 0 0 0 VjI 12F-0sw 0.066 w 5.65 0.90 459 317 1791 284 159 159 888 143 �--G 2 glazing dr o 0.280 w 24.33 31.57 142 0 3455 4483 0 0 0 0 W 15811-8wutr ,c-10 0.055 w 3.39 0.00 0 0 0 0 0 0 0 0 W Bg vat Wt dry a 0.075 w 1.47 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.055 n 5.65 0.90 504 444 2508 398 374 338 1909 303 Y--C 2 gfazirg,cir outr, 0.280 n 24.33 9.24 60 0 14W 555 36 0 876 333 W 16All4bow-10 0.056 n 3.48 0.00 0 0 0 0 0 0 0 0 W Bg wa 1,light dry s 0.075 n 8.53 1.50 0 0 0 0 0 0 0 0 121F-0sw 0.065 a 5.66 0.90 409 320 1806 287 209 155 876 139 2 glazing,dr outr, 0.280 a 24.33 31.57 89 0 2le6 2810 54 0 1314 1705 11DO 0.390 a 33.89 9.75 0 0 0 0 0 0 0 0 W 15B11-0wc-10 0.056 a 3.39 0.00 0 0 0 0 0 0 0 0 C Attic calling,alpha 0.020 - 1.74 0.97 0 0 0 0 655 655 1138 635 F Bq fkxor,light dry 0.090 - 3.91 0.00 0 0 0 0 666 655 2561 0 6 c)AED excursion 276 -163 Envelope loss/gain 16033 9545 12694 4328 12 a) Infiltration t 8082 648 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 2 460 ApplianciWather 0 0 Subtotal(lines 6 to 13) 295% 11324 20756 5436 Lass external load 0 0 0 0 Less transfer 0 0 0 0 RedistrbMan 0 0 0 0 14 Subtotal 29586 11324 20756 5436 15 Duct bads 1 6406 102%1 18829 11570 64% 102% 13210 5554 Taal room bed I f 48415 22683 33966 10990 Air required(d'm) 907 919 636 441 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri,ghttSOflt' Right-Suite®Universal 2013 13.0.15 RSU15012 2017-"-09 13:43:27Page3 Project2.rup Calc=MJ8 Front Door faces: E Component Constructions Job: HOW917MENZEL wrightso� Date: Aug 09,2017 Entire House By: MIKE ROWE Goodin Company 2700 2nd street north,Minneapolis,MN 55411 Phone:812-588-7811 Fax 812588$132 Email:milce.rowailligoodincw.com Web:w".goodinco.com Project • • For: MENZEL, LEWIS HEATING&AC ORONO, MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD(°F) 87 13 Latitude: 45°N Relative humidity(%) 5 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 3.9 28.5 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F Wind speed()mph) 0 0 Fireplaces 1 {Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fr StuhlW-'F fe-'FJBtuh BtuhfiF Btuh RAW 0611 Walls Rim Joist,wd ext 18"R-14 ENTER LINEAL FOOT:Rim Joist,wd se 279 0.047 21.0 4.08 1140 0.94 262 ext 18"R-21 ENTER LINEAL FOOT 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins,1/2" s 1433 0.065 21.0 5.65 8094 0.90 1285 gypsum board int fnsh,2"x6"wood frm,16"o.c.stud w 1085 0.065 21.0 5.65 6129 0.90 973 n 1387 0.065 21.0 5.65 7834 0.90 1244 e 1146 0.065 21.0 5.65 6473 0.90 1028 all 5051 0.065 21.0 5.65 28531 0.90 4531 15B11-8wc-10:Bg wall,light dry soil,2"x4"wood int frm,concrete s 316 0.039 19.0 3.39 1071 0 0 wall,r-10 Ins,8"thk,1/2"gypsum board int fnsh s 270 0.017 11.0 1.47 397 0 0 w 324 0.039 19.0 3.39 1098 0 0 w 394 0.017 11.0 1.47 579 0 0 n 270 0.075 11.0 6.53 1762 1.50 406 e 698 0.039 19.0 3.39 2366 0 0 all 2272 0.039 19.0 3.20 7272 0.18 406 15A11-8ocw-10:Bg wall,light dry soil,empty core,2"x4"wood int n 480 0.040 8.0 3.48 1668 0 0 frm,concrete block wall,r-10 Ins,8"thk,112"gypsum board int fish Partitions (tee) Windows 2 glazing,cir outr,air gas,wd frm mat,cir innr,1/4"gap,1/8"thk:2 s 186 0.280 0 24.3 4526 17.5 3260 glazing,cir outr,air gas,wd frm mat,cir inrv,1/4"gap,1/8"thk; w 480 0.280 0 24.3 11679 31.6 15153 6.67 ft head ht n 191 0.280 0 24.3 4647 9.24 1765 e 206 0.280 0 24.3 5012 31.6 6503 all 1063 0.280 0 24.3 25865 25.1 26681 Doors 11 DO:Door,wd sc type a 42 0.390 0 33.9 1423 9.75 410 Ceilings Attic ceiling,asphalt shingles roof mat,r49 cell ins:Attic ceiling, 3484 0.020 49.0 1.74 6055 0.97 3379 asphalt shingles roof mat,r-49 cell ins 2017-Aug-09 13:43:27 WfthtSofC Right-Suite®universal 2013 13.0.15 RSU16012 Page 1 Project2.rup Calc=MJ8 Front Door faces: E Floors Bg floor,light dry soil,6.5'depth:Bg floor,light dry soil,6.5 depth 3484 0.090 11.0 3.91 13624 0 0 .e wri htSOft' R' 2017~913:age 2 g fight-Suke®Universal 2013 13A.15 R3U15012 p�2 - Project2.rup Calc a MJ8 Front Door faces: E " Component Constructions Job: H080917 NENZEL wri9htsoftDace: Aug 09,2017 BASEMENT By. MIKE ROWNE Goodin Company 2700 2nd street north,Minneapolis,MN 55411 Phone:612588-7811 Fax 612-588-8132 Email:mike.roweagoodinco.com Web.www.goocinco.com Project Information For: MENZEL, LEWIS HEATING&AC ORONO, MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD(°F) 87 13 Latitude: 45°N Relative humidity(%) 5 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 3.9 28.5 Dry bulb(°F) -15 88 Infiltration: Daily range((°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Tiht Wind speed(mph) 0 0 Fireplaces 1 Average) Construction descriptions Or Area U value Insul R Htg HTM Loss Clg HTM Gain r ObhAF-'F IP-•FA31uh BWMF Btuh Bluhff Suh Walls Rim Joist,wd ext 18"R-14 ENTER LINEAL FOOT Rim Joist,wd se 237 0.047 21.0 4.08 968 0.94 223 ext 18"R-21 ENTER LINEAL FOOT 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins,1/2" s 30 0.065 21.0 5.65 169 0.90 27 gypsum board int fnsh,2"x6"wood frm,16"o.c.stud w 96 0.065 21.0 5.65 542 0.90 86 all 126 0.065 21.0 5.65 712 0.90 113 15B11-8wc-10:Bg wall,light dry soil,2"x4"wood int frm,concrete S316 0.039 19.0 3.39 1071 0 0 wall,r-10 Ins,8"thk,1/2"gypsum board Int fnsh w 324 0.039 19.0 3.39 1098 0 0 e 698 0.039 19.0 3.39 2366 0 0 all 1338 0.039 19.0 3.39 4535 0 0 15A11-8ocw-10:Bg wall,light dry soil,empty core,2"x4"wood int n 480 0.040 8.0 3.48 1666 0 0 firm,concrete block wall,r-10 ins,8"thk,1/2"gypsum board int fish Pardtions (none) Windows 2 gla2ing,cir outr,air gas,wd frm mat,clr intra,1/4'gap,1/8"thk:2 s 11 0.280 0 24.3 288 17.5 193 glazing,cir outr,air gas,wd frm mat,cir innr,1/4'gap,1/8"thk; w 75 0.280 0 24.3 1825 31.6 2368 6.67 ft head M ail 86 0280 0 24.3 2093 29.8 2560 Doors (none) Ceilings (none) Floors Bg floor,light dry soil,6.5'depth:Bg floor,light dry sal,6.9 depth 1978 0.090 11.0 3.91 7735 0 0 2017-Aug-M 13:43:27 1 Wf19htSOft* Right-S he®Universal 2013 13.D.15 RSU15012 Page 3 Project2aup Calc■MJ8 Fronk Door faces: E Component Constructions Job: Ho80917MENZEL WrightsofC p Date: Aug 09,2017 sports room By: MIKE ROVVE Goodin Company 2700 2nd street north,Minneapolis.MN 55411 Phone:612-586-7811 Fax 6125884132 Email:mike.rowafpoodhwo.com Wetr.www.goo*vco.com Project1 • For: MENZEL, LEWIS HEATING&AC ORONO, MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD (°F) 87 13 Latitude: 45°N Relative humidity(%} 5 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 3.9 28.5 Dry.bulb(°F) -15 88 Infiltration: Dally range(°F) - 19 ( M ) Method Simplified Wet bulb(° - 72 Construction quality Tight Wind speed(mph) 0 0 Fireplaces 1 (Average) Construction descriptions Or Area U-value insul R Htg HTM Loss Cig HTM Gain r BtuhAFLT R-'FA34uh 8VhV 81uh BluhAP 91uh Walls Rim Joist,wd ext 18'R-14 ENTER LINEAL FOOT Rim Joist,wd se 42 0.047 21.0 4.08 172 0.94 39 ext 18"R-21 ENTER LINEAL FOOT Bg wall,light dry soil,2"x4"wood int frm,concrete wall,r-10 ins,8" s 270 0.017 11.0 1.47 397 0 0 thk,1/2"gypsum hoard int fish:Bg wall,light dry soil,2"x4"wood w 394 0.017 11.0 1.47 579 0 0 Int frm,concrete wall,r-10 ins,8"thk,1/2"gypsum board Intfnsh n 270 0.075 11.0 6.53 1762 1.50 406 all 934 0.039 19.0 2.93 2738 0.43 406 Pardtions (none) Windows (tee) Doors (none) Ceilings (none) Floors Bg floor,light dry soil,6.5'depth:Bg floor,light dry soil,6.5'depth 649 0.090 11.0 3.91 2538 0 0 W1 i ft0ft* RightSuilsO Universal 2013 13.0.15 RSUIS012 201714+9 09 13:43:27 ■ Page 4 AM Project2.rup Cal -MJ8 Front Door faces: E - - wrightsofC Component Constructions Date; HO 9117MENZEL ,2017 MAIN LEVEL By: MIKE ROWE Goodin Company 2700 2nd street north,Mkumm oils,MN 55411 Plane:612-588-7811 Fax 512-588-8132 Email:mike.roweagoodinw.com Web:www.goocfinco.com Project • • For: MENZEL, LEWIS HEATING&AC ORONO, MN Design C• • • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD(°F) 87 13 Latitude: 45°N Relative humidity (%) 5 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 3.9 28.5 Dry,bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F - 72 Construction quality Ti ht Wind speed()mph) 0 0 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain IF OWN-'F M-'Fftuh 6pihAP fth Stuhffl fWh Walls 12F-Oso:Frm wall,wd ext,1/2"wood shth,r-21 cav Ins,112" s 579 0.065 21.0 5.65 3270 0.90 519 gypsum hoard int fish,2"x6"wood frm,16"o.c.stud w 513 0.065 21.0 5.65 2898 0.90 460 n 605 0.065 21.0 5.65 3417 0.90 543 e 671 0.065 21.0 5.65 3790 0.90 602 all 2368 0.065 21.0 5.65 13376 0.90 2124 Partitions (cone) Windows 2 glazing,clr outr,air gas,wd frm mat,clr innr,1/4"gap,1/8"thk:2 s 121 0.280 0 24.3 2944 17.5 2121 glazing,clr outr,air gas,wd frm mat,cir innr,114"gap,1/8"thk; w 263 0.280 0 24.3 6399 31.6 8302 6.67 it head ht n 95 0.280 0 24.3 2312 9.24 878 e 63 0.280 0 24.3 1533 31.6 1989 all 542 0.280 0 24.3 13188 24.5 13290 Doors 11 DO:Door,wd sc type a 42 0.390 0 33.9 1423 9.75 410 ceilings Attic ceiling,asphalt shingles roof mat,r49 coil ins:Attic ceiling, 2829 0.020 49.0 1.74 4917 0.97 2744 asphalt shingles roof mat,r-49 coil ins Floors Bg floor,light dry soil,6.5'depth:Bg floor,light dry soil,6.5'depth 202 0.090 11.0 3.91 790 0 0 Wri htsOft' 2017-Aug-09 13:age 6 g Right-SuNetID Universal 2013 13A.15 RSU15012 Page 6 /R.v1\ Proiect2sup Calc=MJ8 Front Door faces: E Component Constructions Job: H080917MENZEL wri9htsoft Date: Aug 09,2017 UPPER LEVEL By: MIKE ROWE Goodin Company 2700 2nd street north,Minneapolis,MN 55411 Phone:812-5887811 Fac 612-588-8132 Email:mike.rowe@goodh=.com Web:www.goodlnoo.com Project Information For: MENZEL, LEWIS HEATING&AC ORONO, MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD (°F) 87 13 Latitude: 45°N Relative humidity(%) 5 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 3.9 28.5 Dry,bulb(°F) -15 88 Infiltration: Dally range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Tiht Wind speed(mph) 0 0 Fireplaces 1 ?Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig WM Gain R BtuhAF-'F IF-'FMWh atuh9e 6Wh SUhA2 Bfuh Walls 12F-Oso:Frm wall,wd ext,1/2"wood shth,r-21 cov ins,112" s 504 0.065 21.0 5.65 2847 0.90 452 gypsum board Int fnsh,2"x6"wood frm,16"o.c.stud w 317 0.065 21.0 5.65 1791 0.90 284 n 444 0.065 21.0 5.65 2508 0.90 398 e 320 0.065 21.0 5.65 1808 0.90 287 all 1585 0.065 21.0 5.65 8953 0.90 1422 Partitions (none) Windows 2 glazing,cir outr,air gas,wd frm mat,clr innr,114"gap,1/8"thk:2 w 142 0.280 0 24.3 3455 31.6 4483 glazing,Gr outr,air gas,wd frm mat,cir innr.1/4"gap,1/8'thk; n 60 0.280 0 24.3 1460 9.24 555 6.67 ft head ht a 89 0.280 0 24.3 2166 31.6 2810 all 291 0.280 0 24.3 7081 27.0 7847 Doors (none) Ceilings (none) Floors (none) 2017 Aug-09 13;43:27 WrightSlDft' Right-Sulle®Universal 2013 13.0.15 RSU15012 Pag /R.C.74 Project2.nip Calc=MJ8 Front Door faces: E Component Constructions Job: H080917MENZIEL -P�- wrightsoft p Date: Aug 09,2017 BONUS ROOM By: MIKE ROWE Goodin Company 2700 2nd street north,Minneapolis,MN 55411 Phone:612-588-7811 Fax 612568-8132 Email:mike.roweftoodinco.com Web:www.gooKfinco.com Project ! • For: MENZEL, LEWIS HEATING&AC ORONO, MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD (°F) 87 13 Latitude: 45"N Relative humidity(%) 5 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 3.9 28.5 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Ti ht Wind speed (mph) 0 0 Fireplaces 1Average) Construction descriptions Or Area 1.11-value Insul R Htg HTM Loss Clg HTM Gain iN Bluh/R'-°F W-*Miuh RON Btuh BLA N 6tuh Walls 12F-Osw:Frm wall,wd end,112"wood shth,r-21 cav ins,1/2" s 320 0.065 21.0 5.65 1808 0.90 287 gypsum board int fish,2"x6"wood firm,16"o.c.stud w 159 0.065 21.0 5.65 898 0.90 143 n 338 0.065 21.0 5.65 1909 0.90 303 e 155 0.065 21.0 5.65 876 0.90 139 all 972 0.065 21.0 5.65 5490 0.90 872 Partitions (nom) Windows 2 glazing,Or outr,air gas,wd firm mat,cir innr,1/4"gap,1/8"thk:2 s 54 0.280 0 24.3 1314 17.5 946 glazing,cir outr,air gas,wd frm mat,cir innr,114"gap,1/8"thk; n 36 0.280 0 24.3 876 9.24 333 6.67 ft head ht a 54 0.280 0 24.3 1314 31.6 1705 all 144 0.280 0 24.3 3504 20.7 2984 Doors (none) Ceilings Attic ceiling,asphalt shingles roof mat,r 49 cell ins:Attic ceiling, 655 0.020 49.0 1.74 1138 0.97 635 asphalt shingles roof mat,r-49 cell ins Floors Bg floor,light dry soil,6.5 depth:Bg floor,light dry soil,6.5 depth 655 0.090 11.0 3.91 2561 0 0 2017-Aug-09 13:43:27 $ wrightsof, RlghtSuite®Universal 2013 13.0.15 RSU15012 P"9 7 Pr*ct2.rup Cate=MJ8 Front Door faces: E Project Summa Job: H080917MENZEL -I'�- wrightsofte Project Date: Aug 09,2017 Entire House By: MIKE ROWE Goodin Company 2710 2nd street north,Minneapolis,MN 55411 Phone:612-588.7811 Fax 612-588-8132 Email:mike.rowo@goodinco.com Web:www.goodiinco.com Project Information For: MENZEL, LEWIS HEATING&AC ORONO, MN Notes: Design Information Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 OF Outside db 88 OF Inside db 72 OF Inside db 75 OF Design TD 87 OF Design TD 13 OF Daily range M Relative Humidity 50 % Moisture difference 28 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 134016 Btuh Structure 50607 Btuh Ducts 85291 Btuh Ducts 51707 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 219307 Btuh Use manufacturer's data n Ratelswing multiplier 0.93 Infiltration Equipment sensible load 94947 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 9756 Btuh Ducts 8655 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft' 7933 7933 Equipment latent load 18412 Btuh Volume(ft' ) 56981 56981 Air changes/hour 0.55 0.30 Equipment total load 113359 Btuh Equiv.AVF(cfm) 522 285 Req. total capacity at 0.70 SHR 11.3 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 90AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 4107 cfm Actual air flow 4107 cfm Air flow factor 0.019 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Boidlitalle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. At, wr htsoft2017-Aug-09 13-.43:27 Right-Suite®Universal 2013 13.0.15 RSU15012 Page 1 AUCK Project2.rup Cato=MJ8 Front Door faces: E 9 Load Short Form Job: HOM17MENZEL wri htsoft• Date: Aug 0s,2017 Entire House By: MIKE ROWE Goodin Company 2700 2nd street north,Minnespolls,MN 55411 Phone:612-568-7811 Fwc 612-588.8132 Email:mike.rcwe®gcodinco.corn Web:www.goodinco.com Project • • For: MENZEL, LEWIS HEATING&AC ORONO, MN — Design Information Htg Cig Infiltration Outside db(°F) -15 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 87 13 Fireplaces 1'(Average) Daily range - M Inside humidity{%) 5 50 Mashie difference(gr/Ib) 4 28 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 90AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 4107 cfm Actual air flow 4107 cfm Air flow factor 0.019 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BASEMENT 1978 34290 17840 642 716 sports room 649 12602 5744 236 231 MAIN LEVEL 2829 90035 44847 1686 1800 UPPER LEVEL 1822 48415 22893 907 919 BONUS ROOM 655 33966 10990 636 441 Entire House 7933 219307 102314 4107 4107 Other equip loads 0 0 Equip. Q 0.93 RSM 94947 Latent cooling 18412 TOTALS 7933 219307 113359 4107 4107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Aug-09 13:43:26 C wriyii,t50fr Right-Suite®Universal 2013 13.0.15 RSU15012 P fte 1 Proj•ct2aup Cale=MJB Front Door faces: E Christine Mattson From: Christine Mattson Sent: Tuesday,August 29, 2017 10:38 AM To: mike@mpdesignbuild.com' Cc: 'Keith Menzel'; Frank Cardarelle (cardarellels@aol.com); 'rmsterns@comcast.net'; Roger Peitso Subject: 780 Tonkawa Road/#2017-00979 Attachments: letter.pdf; Hardcover Information Packet -2014.pdf, Site Plan Requirements -April 2017.pdf Mike, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) 9 952.249.4620 I A 952.249.4616 ®cmattson@ci.orono.mn.us I -2S www.ci.orono.mn.us Summer Office Hours: (Monday, May 22 through Friday,September 1,2017) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017 1 CITY OF ORONO a Street Address: I Mailing Address: Telephone(952)249-4600 yin Gti`� 2750 Kelley Parkway P.O.Box 66 ( Fax (952)249-4616 jAktsi-io Orono,MN 55356 Crystal Bay,MN 55323 www.cLorono.mn.us August 29,2017 Michael Paul Design Build 8959 Springwood Drive Woodbury, MN 55125 Re: Building Permit Application#2017-00979 780 Tonkawa Road On August 17, 2017 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. A survey dated 7-25-2017 was submitted. The "existing" and "proposed" linework on the survey is difficult to discern,this makes our review challenging. Our engineer has reviewed the survey and has the following comments: a. Is any portion of the existing paver walk with wood stairs within the 75' setback to remain? Please clarify. b. Show new well location. c. The building plans show a proposed patio off the dining room/great room. Please show on the survey and include in the hardcover calculations. d. The hardcover calculations should accurately represent existing and proposed hardcover, also distinguish hardcover(square feet)to be proposed with the 75'setback. Excludable hardcover should be documented as well. Please see the City's Hardcover Information packet,enclosed. e. The roof, hardcover and surface drainage must not be directed to the neighboring property to the north. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards,copy enclosed. 2. Hardscape Plan. Prior to the issuance of the building permit a hardscape plan must be submitted showing all the proposed exterior/landscaping improvements,i.e.patios,grading,sidewalks,retaining walls,etc. The plan should include the name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the hardscape plan should also be reflected on the survey. 3. Hardcover Calculations. The property is located in Tier 1 of the Stormwater Quality Overlay District. Hardcover calculations were shown on the survey, however additional clarification is required. Please have the surveyor prepare hardcover calculations showing existing and proposed hardcover using the City's Hardcover Calculation Worksheet. August 29,2017 780 Tonkawa Road Page 2 of 2 4. Building Plans. A proposed detached garage is shown on the survey,but no building plans were submitted. Is it your intent to build this garage now? If so, provide plans and submit for permitting. The permit fee will be adjusted. If not,this garage will be redlined. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO a4 il fti&� Christine Mattson Planning Assistant c via email Michael Paul Design Build Keith Menzel Frank Cardarelle Randy Stern Roger Peitso, Building Official enclosures Ax -4-(,(a "P I�ikc ,ewd v-,00tkr1cA,(d,?Jfl 9/,7 ,611 fl�� Cer7. VS�QaGI O0e -4-,ocl `J��S � /s �cw Christine Mattson From: Adam Edwards Sent: Friday,August 18, 2017 5:23 PM To: Christine Mattson; Roger Peitso Cc: Laura Oakden Subject: RE: 780 Tonkawa Road/#2017-00979 Chris, I've reviewed the subject grading plan and stamped it approved with the following comments: 1. A separate utility permit will be required for the sewer disconnection and connection. 2. The roof, hardcover and surface drainage must not be directed to the neighboring property to the North. 3. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. Adam From:Christine Mattson Sent:Thursday,August 17,2017 4:01 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Cc: Laura Oakden<loakden@ci.orono.mn.us> Subject: RE: 780 Tonkawa Road/#2017-00079 Sorry,one more thing. No plans were submitted for detached garage. I will have to verify if this is being built at this time or not. From:Christine Mattson Sent:Thursday,August 17,2017 3:52 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Cc: Laura Oakden<loakden@ci.orono.mn.us> Subject:780 Tonkawa Road/#2017-00079 We received a building permit application for a new house at 780 Tonkawa Road. Things I've noted: • Suggest they turn off the layer of the existing house to make the survey easier to read. • Is the paver walk to the lake existing or proposed? • Need landscape plan. • Is the retaining wall (south side of lot) existing or proposed? • Show new well location? • Survey should reflect patio between the dining area and great room (north). The patio should also be reflected on the hardcover calculations. 1 Please review and let me know if you have any questions. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) 9 952.249.4620 I A 952.249.4616 ® cmattson@ci.orono.mn.us I www.ci.orono.mn.us Summer Office Hours: (Monday,May 22 through Friday,September 1,2017) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4,2017 2 FLJ BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit# X1.1- c56QZq New AGREEMENT made this_�day of , 201, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") KA VV U A70J ("Owners"). Recitals 1. A building permit application has been filed a Mud located at 1S0 10Y11(QwaL_ he ("Subject Property"), legally described as 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement,the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application.The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79.The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit#?All -0041Q I- if compliance with the approved building permit is not accomplished. Z011-"R 1 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow,if any,shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds,and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been' successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners,or if the eligible expenses incurred by the City exceed the amount in escrow,the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat.§§415.01 and 366.012. CITY- CITY nO,�F'ORONO OWN R: B �VW �y: VkJ � Its: InII II internal Use Only: L7 Original to Planning ©Copy to Property Owner , SII Copy to Street Elle Last Updated: January 2016 T ITCO ALLIED ENGINEERING CO. AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercial, Residential and Municipal 7125 West 126th Street, Suite#500- Savage, MN 55378 Telephone: (952) 890-7366 Fax: (952) 890-5883 October 20, 2017 DSM Excavating (Cell) 612-221-2260 2916 Enterprise Avenue Hastings, Minnesota 55033 RE: 780 Tonkawa Road Minnetonka Beach, Hennepin County, Minnesota At the request of the excavating contractor, a site visit was made on October 20, 2017 at 12:27 P.M. to test engineered fill placed adjacent to the foundation walls of a sport court within a single-family residence under construction. It is our understanding that some areas of the backfill zones will be supporting footings for other structural elements of the building. Backfill soils consisted of a sandy lean clay, elevated in moisture in some areas. To evaluate the bearing capacity of the fill, a dynamic cone penetrometer test was conducted approximately 2' out from each wall of the sport court. The dynamic cone penetrometer(DCP), employs an eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per blow, penetration average was recorded and an N-value derived. This N-value is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot(BPF) standard penetration soil boring test. Test#1 — Right Wall (Near Mid-point) DCP Depth Per Blow Avg. / N-Value Estimated Load 1015 MM (40.0") 46.9 MM/ N—6.2 2255 PSF Test#2— Front Wall (Near Mid-point) DCP Depth Per Blow Avg. / N-Value Estimated Load 1025 MM (40.4") 82.9 MM / N—3.75 1240 PSF Test#3— Left Wall (Near Mid-point) DCP Depth Per Blow Avg. / N-Value Estimated Load 1068 MM (42.0") 115.1 MM /N—2 895 PSF Tests#2  failed to meet the assumed minimum load bearing capacity of 2000 PSF. We recommend that the engineer of record be consulted for load bearing requirements, and possible soil corrections. Our observations and subsequent soil evaluation for this project is limited in scope to soil conditions observed within the completed backfill zones and to the depth of the dynamic cone penetrometer tests. Therefore, we are unable to assess sub-grade soils at depths, which may be encountered by borings conducted as part of a standard subsurface geotechnical investigation. Sincerely, Itco Allied Engineering Company Reviewed By: Gary Standish Robert P. Sullentrop, P.E. Senior Inspector Minnesota Reg. # 17823 Cc: #701 - 1 /#605— 1 /#614—%/#610—'/</#304 (3) DCP/#612—56 r , a ITCO ALLIED ENGINEERING CO. AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercial, Residential and Municipal 7125 West 126th Street, Suite#500- Savage, MN 55378 Telephone: (952) 890-7366 Fax: (952) 890-5883 October 25, 2017 (Addendum to Report Dated 10/20/17) DSM Excavating (Cell) 612-221-2260 2916 Enterprise Avenue Hastings, Minnesota 55033 RE: 780 Tonkawa Road Minnetonka Beach, Hennepin County, Minnesota As requested, this letter represents a review& acknowledgement of proposed soil corrections for the subject-building site. It is our understanding that the corrections will be completed for the fill zones beneath the house footings represented by dynamic cone penetrometer tests#2 and#3 conducted 10/20/17. The contractor will remove existing cohesive fill soils to a depth of 3 feet, and replace the material with a coarse, free draining aggregate. This correction approval is based on the assumption that any strip footings, or point loads (pads) constructed in the fill zones are proportioned for soils of 2000 PSF. Sincerely, Itco Allied Engineering Company Reviewed By: Gary Standish Robert P. Sullentrop, P.E. Senior Inspector Minnesota Reg. # 17823 Cc: #701 - 0/#605-0/#614—%/#610—'/4/#304 (0) DCP/#612-0 r 11"fillftCop�PZ :Scope f f yr E ISTING HARDCOVER PROPOD r EXISTNJG fA19 PROPOSED �qKE- HOUSE m 2725 SF 014EH__� Sr W/TIAN 7 ONW sa .^ N PORCH = 700 SF SF FNTRY = 2 5 SF STAA4=f 160 SF/0.5xM�NNE'T� DECK = 185 SF PATM/S = 30 SF +fLy�1"°QYw a /W4 GARAGE = 490 SF GARAGE - 60 SF DRIVE = 3000 SF D WE= J50 PVRWK = 670 SF CONCPAD = 20 SF WALK ?5.5r r ~`��,., .....,,,..� N 73•jH,� TOrAC 7315 SF SF/11.6 TOTAL = 7190 SF SF/ 21.6% + .-++ ` - r,`\ti' �Oqp 1135 SF REMAINING + r r - - ,•..if r r \ \ ��y.r -- -".S 0 20 40 60 r r f .�-`- r T-. •- )Rft --- EXISTING SCALE IN FEET r ,fr 0., ,e++' EXISTING SPOT ELEVATION , l\.�}t� .rte,t,�.. -veco a)_aSo '+ '' X(998.0) -PROPOSED SPOT ELEVATION r £ .,y �� `•�. '\ f - - _' ,r` + - DIRECTION SURFACE DRAINAGE .� k1'01-1 COH CANTILEVERED OVERHANG OHL OVERHEAD UTILITY LIE GFE =GARAGE FLOOR ELEVATION TFE TOP OF FOUNDATION ELEVATION LIFE = LOWEST FLOOR ELEVATION '- - ��.' ✓ "('�, ',� \ P�- c� _ -, ,� \ moi•\. \r J HOUSE , o \.�..'r.r \. i \ 4 �6 '` Ex5 �J ^p° LFE=963: 161, _A�f .1 �� °• 10 D � "O� 161 S { __ ._-_. ._____ '\ r •y4am SENMCOZ I \dJ" � 0OL9T\31 ENrnrn°v_t w'i ' :J• 5�... - __ -\\\� r 4�wm AFT-974.0 . t+' ..td $ 61 GARAGE ' O + / CJE WI)f ��� ri 9)R r �p�, PO SED �, �ij°^ � .,,9 i, .��r�BN'=J7CE ... ` •y` \�``l^�� ` rr o� O 00�,.f i• f�M1 ��l \ �\ a� =9720 _ - 't'! • BENC{MAARKi, W AGE d`M1 /' "j TOP WELL DECK O Q ELEV - 972.5' 5;,•"� -- I (TO BE ABAADOAED) lPv. ��.�o \ [� \- ;• M1bn ' �•r RI'r97/I EXISTING v l 5 3 PROPOSEd'ELEVA TAINS HOUSE0 d + ► �P --i F , $�• GARAGE FLOOR- 972.0 ''4l MAAV FLOOR- 974.0 LEGAL DESCRIPTION: Z OW£ST FLOOR - 9 1697J.2 L j OD LOT 15, PARTENS POINT FIRST DIVISION, J LU EXCEPT THAT PART LYING SELY OF A LINE DESC on SURVEY IS SUBJECT TO CHANGE PER AS COMMENCING AT THE MOST S'LY CORNER \\ \ \ TITLE OR EASEMENT INFORMATION THENCE NE'LY ALONG THE SE'LY LINE A "tom r r\ DISTANCE OF 184.3 FEET, THENCE NE'LY \ \ •'fO r VERIFY ALL DIMENSIONS AND DEFLECTING TO THE LEFT 9 45' TO THE g \ • ' v \ „• ELEVATIONS WITH HOUSE PLANS SHORELINE OF STUBBS BAY AND THERE Cg'sy TERMINATING, ;gq ` \\ \ \ \\ VERIFY ALL SETBACKS WITH CITY ADDRESS - 708 TONKAWA ROADpa PID#05-117-23-34-0010 \ \ LOT AREA - 33300 SF/ 0.76 AC \ X 25% = 8325 SF HC ALLOWED "+ \ � _ 1 o� 1'OYIKG�N10.1�-' C7�� DOAC C W17-00Q-1q DATE TIME CITM OF ORONO CALLED IN INSPECTION Nc(�lOr`T`''ICE �� SCHEDULED PERMIT NO.�� COMPLETED ADDRESS ! KV rtDnko-wo_ f-o( OWNER TELEPHONE NO. 1a. 243 -9109 CONTRACTOR � � �"`-, zwstw_ DESCRIPTION nom' SI�r� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI . ITE INSPECTION ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑COMPLAINT ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNBUCONTRACTOR TO NEU YOU:_YES_NO COMMENTS: W Q W W LIU J Va`RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W 10 OORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C [IRK CORRECT WO ,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITIONWRHIN HOURS. D PHOTO TAKEN INSPECTOR WILL RETURN O CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. CSN tar te hnext 24 Hours In adlranoe. (952) 249-4600 Omm#Contmctor s YIIhIN Copyftgmk %FNe Comry CopyMft Pindc i 5� DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.c2017"-4-16 COMPLETED ADDRESS 7M0 7vA kaW 6-- OWNER , - OWNER1 TELEPHONE . �e/a-G X)- 7710 CONTRACTOR a''' "O WDE RIPTION FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNEWCONTRACTOR TO MEET YOU:_YES_NO COMMENTS: c;V -Ee S,'2 0- ki d CJS Jae j W Q W a; W ❑WORK SATISFACTORY PROCEED Cl PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. Cl PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 actor on site: Inspector. Cop mnspectoes File Canary CopyfSlle Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NTIC n SCHEDULED PERMIT NO. < MPLETED ADDRESS a OWNERT T O NOd /Zol . /x-51�g37� CON RACTO -Aw DESCRIPTION Iy ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL .1 ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNEWCONTRACTOR TO MEET YOU._YEB_NO COMMENTS: Aotel S' w<l/ f�arT GoyYT q✓�6+ W,C w/Jxl6 �.,r g,« b.G , 'K T_ /6 C tel) �. •�lI Ac. 0-c W Q; Q W W Us 'WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE cc W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. call for the next tnepeation 24 houm in&&lane. (952) 249-4600 on site: WUIM caPrllnopoc+a's FN. Cfiju" •Nola DA TIME CITY OF ORONO CALLED IN -17 - *WECTION NOTICE SCHEDULED o PERMIT NO. COMPLETED ADDRESS 7� OWNERLEP E NO. CONTRALTO DESCRIPTION Ila ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAW/GRADINGIFILLING FOUNDATION WATERPROOF [I PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v [3 DEMO-SITE ❑ SEPTIC INSTALL Z OMINERICOKrRACTOREE TO MT yw._YES_NO COMMENTS Il,lQZL))7*4 j uo. O liw W W oe: j Mi RY.TISFACTOPROCEED ❑PROJECT COMPLETE W 0 CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY 4 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED •STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. cam brine neat knpw*m 24 hours in sdvarom (952) 249-4600 OmwilConftetwonsitc. YYINM�p AnsP•cloft FIM comer cepwom Notla 0STIME CITY OF ORONO CALLED IN V D : r MWECTION NO E G +��ULED zrp PERMIT NO. � d%7/ MPLETED ADDRESS OWNER TELEP Z NO. gr CONTRACTO DESCRIPTION FOOTING ❑ DEMO-FINAL ❑ S TIC FINAL tk Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAWGRADING/FILLING O ❑.FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Q ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OIMNERICONTRACTOR TO MEET YOU _YES_NO COMMENTS: cao�-i`r, s' r a 4 r3K �2c NJof- 0 4 /0,4-,h"n Im 59210 U. Gtr;neY. 5.; 1 -n s--t- .rg_Lj,us Q to-,�3 Y o✓ ver �1,,.�. �(`►'�� o� 3 W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE R; ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY VSEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal for tm next Inspection 24 ho s in advance. (952) 249-4600 on site: YYMN CopTAnspocto's FIM Canary Oopyt9ft NoNe I (? DATE TIME CITY OF ORONO CALLED IN INSPECTION �IC -a 97 9 sc EDULED PERMIT NO. �M LETED ADDRESS OWNER /9TELEPP9NE N -5f g CONTRACTOR 3Z DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �j ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: f GS rr��'S ,4 Sv; f—T 11 �1(1� S ��C Ge�S���Y'i�a 'Coo-n'h t ol ►� 1�o�S c �,�✓�re L-1't a r.S we r-a, h.��c a A- fiby 0 W Q 2 W W ❑WORK SATISFACTORY:PROCEED O PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C I BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerrAxd actor on site: Inspector. White Copyllnspector's File Canary CopyMe Notice ' SDATE TIME �( CITY OF ORONO CALLED IN INSPECTION OTICE SCHEDULED Pal NO. - U ' COMPLETED ADDRESS 6aLi. OWNER TE PHONE NO. CONTRACTOR ► 4 DESCRIPTION ��- ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAVIGRADINGIFILLING PI=FAUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ ❑ DEMO-SITE ❑ SEPTIC INSTALL r O111N6YCOWRACTOR MEET YOU._YES_NO COMMENTS W 4 c � vcG'f r�is� � Q w o�✓r7 W W I to SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK t PROCEED 0 M CERTIFICATE OF OCCUWINCY O ❑CORRECT WOFW,CALL FOR REINSPECTION TEMPORARY �+ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOWRED.CALL TO ARRANGE ACCESS. Cal for theIon u Aows in advance. (952) 249-4600 OwnerlContra on . Inspector. White CopyAngm w%Fib CnnryCopyBlb Notic ii I s �� DATE TIME CITY OF ORONO CALLED IN s�—6/7 INSPECTION N /SCHEDULED //R —//—/7 PERMIT NO MPLETED ADDRESS OWNER _ T PH E NO. C ONTRACTOR DESCRIPTION , WOOTING ❑ DEMO-FINAL ❑ SEPT F NAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXC / RADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ? ❑ AS BUILT-SURVEY ElSEWER HOOK-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: k Scc /✓�✓ Su✓ l/��y 5 S�rc.L�� 14*,L �. cc bJ--Q° —6>Y-- LU cOlts• �-✓off Svc�z .K z W W cc j W QR*SATISFACTORY-.PROCEED ❑ PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑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/Contractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice C- 5 A TIME CITY OF ORONO CALLED IN / — 0�� INSPECTION NOT � q7 SCHEDULED l �. aci PERMIT NO ' COMPLETED ADDRESS / OWNER rTFLEPHONE NO. CONTRACTO 3: DESCRIPTION ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL CMOURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: J cc 0 W cc Iq W W W/f C]�YORK SATISFACTORY PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Ownerr,onWictor on site: Inspector. White CopyAnspectors File Canary Copy/Site Notice /5 SO DAT TIME CITY OF ORONO CALLED IN INSPECTION NOTICE HEDULED PERMIT NO. �9 PLETED ADDRESS OWNER -7EPHQt4E NO. w/ CONTRACTOR � & 3Z DESCRIPTION I~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU-_YES__NO ren COMMENTS: // / lao,7 �E7/on /��T >. ��- O P Or Q J • k1�f� (�7 liy�4��, ��wL/rGs�I �/Yi�►7Sr' WA ft*6r AA&A ca r Kam get s.K - Pro-rice r"off. - sus a P r"r4 c bv&w •+- •yot 0 r-** � W� WORK SATISFACTORY PROCE PROJECT °Y{�fTc W ❑CORRECT WORK 3 PROCEED ,,k �Z.p ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION �yV� TEMPORARY V BEFORE COVERING -PERMANENT ❑CORRECT UNSAFE CONDITION (THIN- OURS ❑PHOTO TAKEN INSPECTOR WILL RETURNyjAe_it4jre�,JL❑STOP ORDER POSTED.CALL INOR "'Aavae ITBTION I UQml ! I ❑INSPECTION RE IRED.CALL TO ARRANGE ACdESS. *4;j 6t raae jv� /Yjof Call fl�next ins 24 hours in advance. �� (952) 249-4600 Owner/Contmctor on site: Inspector. White Copy/Inspector's File Canary Copy/She Notice '�4l1 �g1�bC�. -c���a.�GJ q� P�t�nr4o� lo�.�;s �e✓ . €��. � w..Y l�� / DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE �/�p SCHEDULED 2 QQ t' � PERMIT NO. 7 7� OMPLETED ADDRESS _,, -` o, OWNER T EPHONE NO. - CONTRACTOR / L DESCRIPTION �� , C__t W ❑ FOOTING ❑ DEMO-F AL ❑ S PTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION QMIRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 2 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: ffcth_ G -,F Q wKq e— a `:lyrd awK_ a✓��� ` CC 4 LU Cr P 42, -- Q 6K fit cav�,r u•�L. /�- • — CC a0fir 4110- r W ❑WORK SATISFACTORY:PROCEED s GG T❑ PROJECT COMPLETE ' G W ECT WORK&PROCEED E) ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED TION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. 4 /---- -14- - White CopylInspector's File Canary CopylSite Notice (2 -3 TE TIME CITY OF ORONO CALLED L INSPECTION TICE 4sC�EDUED PERMIT NO. /COMPLETED ADDRESS 7 ED OWNER �n TELEPHONE NO. ` �' 7 CONTRACTOR `v ,I Ish DESCRIPTION ( su,/,a L aLl W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS XINSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: Lt• L. / rC. A,)y15 — do- �-- v — e•Ml � O �' C� � r de..c � � W c Q _ x r Lf-I.-< . W a W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE RRRECT WORK 3 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 ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwneNContractor on siti: Inspector. White CopyMnspectoes FIN Canary CopyrA19 Notice 0__� �5'� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.•r — CO PL ED ADDRESS OWNERTE EPHONE NO CONTRACTOR -aie-10-CA AA DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING vQj ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: w S,m,AP7a^ T 1"n S whri;roh 4'/k aG�G,'h� 4 hCj o1Y`a -5fio P o k 000, cc LL W W cc a Uj ❑WORK SATISFACTORY`.PROCEED ❑PROJECT COMPLETE cc CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY uj 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 Ownerr,ontractor on site: Inspector. White Copyllnspector's File Canary CopyMft Notice r COPY J HARDCOVER PRLZPOED ' ' ��if(�LC' EXISTING M2tJSE SF HOUSE 2725 SF Rt�ORGIN =110 SF r 1 ,PORCDECKH= 185 SFi1RtY SFGARAGE 490 SFM� SFDRIVE — 3000 SFPVRWK� = 670 SF SFCONCPAO 20 5F WALK —• ZS SF ! .. _• =1`-" s W�` —+�` ti.� 9+ 6 TOTAL = �J315 SF SF/ 22.BX TOTAL = 719D SF SF/ 21.6% 1135 Sf'' REMAINING J ! l �. �' 1• �. ��`rn t�. 't,��/ � `� ��n G _20 40 60 EXISTING �• b ! ! f! -!'- _c,w ,`` Feu J •s^, t h0.1U`;E SCALE IN FEET {f�r� , EXISTING SPOT ELEVATION. X{998-0) - PROPOSED SPOT ELEVATION DIRECI.)N SURFACE DRAITAGE COH n CANTILEVERED OVERHAW 14 Otk OVERHEAD UTILITY LINE 4 ;E GFE m GARAGE FLOOR ELEVATION TFE _- 70P OF FOUNOATNNI El EVATIOM i s= �' "e`' ! �`� v f i ,:• i { �, LFE - LOWEST FLOOR ELEVATION 9r:3 E STNC 5�• PMWSED ELEVA T/0NS ► t$L 6' _ tyyr �, �'itb ", ./> r) , GARAGE FLOOR- 972.0 �.' w 9 il0ilrf l .fit _ _ q OO 1 - 974.0 r T ' •IC+ r '[3{s tY� �` -um' t bM „_.,,.,,�.... A4AAM fL / w tY�•{,v� c9 Al " TtIP OF DL84l7ATlON - 7 G+n LF£=963 101WST OQR # -� �y� � RETE ` >,- - .P'�,��a � .,...,:'�< �•WRY yr t MFE-974.0 ' rt9' ocf , ti i;'`, N 91op ""' n�'7(:TG R E.ti ,t:/ 1t'~ nyi 7y. b r' � :�. 'i •f � ,4R 1�``�" `per- " � 71.0 `r � ---"'---�, flu GE r ^A r rt7 f TQ? Dili L V... �•' ELEV 9 5•.. ryY,:� (TO Br ABANOONf 0) ILI �W974.0 . ) i4i~� r OWm97l? F_xLSTrac 1 �• LEGAL DESCRIPTION: -1.D9� LOT 15. PARTENS POINT FIRST DIVISION, \� W 6 EXCEPT THAT' PART LYING, SELY OF A LINE DESCSUBJECT TO CHANGE PER AS COMMENCING AT THE MOST S'LY CORNER #V4 E OR i'ASEMENT INFORMATION THENCE NE'LY ALONG THE SE'LY LINE A �YpSi6� DISTANCE OF 184.3 FEET, THENCE NE' LY VERIFY ALL DWNSIONS AND DEFLECTING TO THE LEFT 9 45' TO THE ,. CLEVATIONS WITH 140USE PLANS SHORELINE OF STUBBS BAY AND THERE N 5{ CCJV� TERAMNATING, VERIFY ALL SETBACKS WITHCITY ADDRESS - 708 TONKAWA ROAD >s 0 0� ` :�.. ' /)3 P10#05--117-23--34-0010 `' 1t..7► LOT AREA - 33300 SF/ 0.76 AC n6;Ja X 25% = 8325 SF HC ALLOWED a '1%D Tbn OWL 2-00-_tea