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4916 Whispering Way4,kv Date: , 3 /0 1g`--- c7°7-24 os a CityEataliof /ivz�� _ -= 0 c) C/( FW 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 q -LQ /Vt�i 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Use BLUE or BLACK Ink For Office Use �j Permit #: /b<) Q Permit Fee: Date Received: .24 Staff. t � ) Site Address: WVYIto w N � s P� � i N i Y- E Pr M\1 unit #: "II 1 ' RESIDENT I OWNER Name: Phone: Address I City I Zip: 2610, iglz I Idh E,�, tar,/Applicant is: Owner Contractor (Ir r TYPE OF WORK Description of work: '- CON( U CT -10 i 1.4 4 Construction Cost: T d51 Q ®0 Multi -Family Building: (Yes I No X ) CONTRACTOR Company: VVNNe 143 M V M I OI N L'J CD -P Contact Jc)f I -I I Li,P( Address: bD W Ci) U('JN W y 2' 1t 1 City: 131/1 SIV S V I LLe State: AA N Zip: r/.-7,% Phone: 1&9 7O- OD() License #: 99-010 {5q tog- Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) N YV C0 NSTI?9ACT10Irl In the last 12 months, y No If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: _Yes Licensed Plumber Mechanical Conttrac ivicki ffvster&Wract wer & WContractor: j r1 r A I I ISICITD I7I,UMI?Ji NJ Li 'ti 1-i-ro Phone: LF 1Ir 1 -11p3 -1e) 9 Lf 17 12.41 fi/l Ci-iA%I I .PCL Phone: L'3- I do?, /17— � r «- �• Phone: r: r ��%��ri11/11".i�J/llsw�_-� -- ,r(/✓7/'V-�DDO NOTE: Plans and supporting documents that you submit we i rlleer aa► Information Portions of the information may be classified as non-public if you prov C s tit would permit City ta► .: conclude that they are CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.00pherstateonecall.ora I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is nota permit, but only an application fora permit, and work is not to r , without a . = it; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State B y -sig Cod= st be completed within 180 days of permit issuance. x JOSEPH LtA- Applicant's Printed Name Page 1 of 3 DO NOT WRITE BELOW THIS LINE • SUB TYPES _ Foundati _ Fireplace Single Family _ Garage Multi _ Deck _ 01 of Plex Lower Level Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% Census Code # of Units # of Buildings Type of Construction Jr 13 _ Interior improvement Move Building Fire Repair _ Repair Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS it Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: ,Ice & Water t ie Final Framing di- Fireplace: Rough In jaAir Test if1 Final Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL FE Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL U4/ F'r LL rift 4 101 I sr /'s .- q"a / /Al. 1 0414 A4cfc 4 2.°/ ?O /1 3o - Porch (3- Season) Porch (4-Season) Porch (Screen /Gazebo /Pergola) Pool _ Siding Reroof Windows _ Egress Window Meter Size: Final I G.O. Required Final / No C.O. Required HVAC Gas Service Test — Storm Damage _ Exterior Alteration (Single Family) _ Exterior Alteration (Multi) Miscellaneous _ Demolish Building* _ Demolish Interior _ Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant 212c -1 MCES System A Oa? SAC Units / *"/ City Water yes' Booster Pump yid x317 PRV Ado 7 o Fire Sprinklers it/0 5,f Other: Pool: _Footings _Air /Gas Tests _Final Siding: _Stucco Lath I Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final ar Radon Control Erosion Control , Building Inspector /G AN 7' //00 46 '7 / ®G 4 )Ir934tc s3 /4 3 734 34 /3/ 4 /65'1 gd G.18u 3G 9 0 4 — " evvii 400 0..I/6 I'6' /ere Gas Line Air Test Page 2 of 3 NEW SINGLE FAMILY DWELLING — BUILDING PERMIT REQUIREMENTS Site Address: Co "t / Af NISp5R-ilJ( ie/VR '- i ")PY1I Applicant: Vr,Nr{ - e1 J1M V7t/111, INE mg?. Phone Number: c10,9 € D-'n0(') Check ✓ Appropriate Box One (1) signed and completed building permit application including a current contractor license number. Two (2) copies of detailed plans, drawn to scale including but not limited to; foundation plan and wall design including foundation wall insulation, radon control system, floor plan(s), cross section(s), elevation plan(s), beam size(s), joist size(s) and spacing, label window and door openings with the manufacturing U- value, and label all exterior wall and ceilings with the R-value Three (3) copies of a scaled Certificate of Survey prepared by a Minnesota registered land surveyor complying with City approved Survey requirements (maximum size 11 x 17). ❑ One (1) copy of energy code design criteria labeled on the plan, verifying that the building envelope meets the provisions of Table N1102.1 and /or Table N1102.1.2. Exceptions would include one of the following calculations that must be submitted for approval: o R -value computation method per N1102.1.1. o Total UA alternative per N1102.1.3. o Engineered systems alternative per N1102.1.5. - ❑ One (1) copy of calculated heat loss / gain and calculated cooling load verifying HVAC sizing in compliance with the Minnesota Energy Code. ❑ One (1) copy of IFGC Appendix E, Worksheet E -1 calculating combustion air size, AND One (1) copy of IMC Table 501.4.1 calculating makeup air quantity. OR One (1) Centerpoint Energy Form completed by a HVAC contractor, including size of mechanical room.* ❑ One (1) copy of New Construction Energy Code Compliance Certificate (N1101.8). Two (2) copies of the individual lot tree preservation plan, if required by the development contract, shall be in accordance with the Eagan City Code. ri 0 * Please contact (651) 675 -5675 if you are experiencing problems with the Centerpoint Energy software. REMODEL I REPAIR REQUIREMENTS Check ✓ Appropriate Box ❑ Two (2) copies of plan sho ng footings, bea and joists, label window and door openings with the manufacturing U-value, and I • - I all exterior II and ceilings with the R- values ❑ One (1) copy of energy code d gn criteria labeled on the plan verifying that the building envelope meets the provisions of Table N1102.1 and/ • Tabl N1102.1.2. Exceptions would include one of th ,fo wing calculations that must be submitted for approval: o R -value computation meth • • `per N1102.1.1. o Total UA alternative per N116/..1.3. o Engineered systems altern we per N1102.1.5. ❑ One (1) site survey for additions d decks\, ❑ Addition — indicate if on -site sep c system for ext LEAD CERTIFICATION EXEMPTION Check ✓ Appropriate Box ❑ The applicant is not a Minnes• licensad residential contractor, residential remodeler or roofer. ❑ The building was constructed aft 1 •. 8. ❑ The structure is not residential ho ng or a child occupied facility. ❑ The renovation will not disrupt 6 feet or more of painted surfa e feet or more of painted surface per room for interior activities, or 20 square for activities gnd does not involve windows. Page 3 of 3 Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Tbble N1101.8. Heating or Cooling Ducts Outside Conditioned Spaces Average U- Factor (excludes skylights and one door) U: nnehjem ... IG CORPORATIOiitm Mailing Address of the Dwelling or Dwelling Unit 4916 Whispering Way City Eagan, MN Name of Residential Contractor Vennehjem Building Corp. MN License Number 20108964 THERMAL ENVELOPE MECHANICAL SYSTEMS RADON SYSTEM Insulation Location Heating System g y Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Polyisocyanurate Rigid, Isocynurate Lennox Active (With fan and monometer or other system monitoring device) Rheem Below Entire Slab R10 G61MPV -60C- 091 Prestige Solo '' 60 82V52-2 XC21 -048 Rating or Size Input in BTUS: 88,000 H 58,000 L . X 2 Foamular or RIO equival Foundation Wall 4 TON ,+ 51,000 R10 Structure's Calculated Heat Loss: 84,128 Heat Gain: 50,644 X of duct or sytem: Interior Permimeter Insulation Slab on Grade AFUE or HSSPF% ',: 0 95 /o R5 SEER: 18 Calcut ' coolin load: X r Rim Joist (Foundation) R13.4 Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back -up furnace): Select Type " metal duct X Air Select a Type N5 required per mech. code Passive Other, describe: _ X Interior Rim Joist (1 Floor +) 117 R13.4 189 X Low: High: Interior I Wall Continuous exhausting fan(s) rated capacity in cfins: R19 Location of fan(s), describe: 11Bathrooms X Capacity continuous ventilation rate in cfms. 90 cfm ,.L Total ventilation (intermittent + continuous) rate in cfins. 153 cfin Ceiling, flat R44 X Ceiling, vaulted etrZa X Bay Windows or cantilevered areas X" Area over rear entry R44 X X 2" Sprayed foam + R30 Batts Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U- Factor (excludes skylights and one door) U: 0.26 X Not applicable, all ducts located in cond space Solar Heat Gain Coefficient (SHGC): 0.40 R -value MECHANICAL SYSTEMS Make -up Air Select a Type Appliances pp Heating System g y Boiler Domestic Water Heater Cooling System g ystem x Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Other, describe: Fuel Type Natural Gas Natural Gas Electric Electric Manufacturer < Lennox Triangle Tube,.: Rheem Lennox ... Model G61MPV -60C- 091 Prestige Solo '' 60 82V52-2 XC21 -048 Rating or Size Input in BTUS: 88,000 H 58,000 L . Input in BTUS:. 16,000 Input 11,690 B TUH CapacitYin Gallons: .; 50 Gallon Output in Tons: 4 TON ,+ 51,000 Structure's Calculated Heat Loss: 84,128 Heat Gain: 50,644 Location of duct or sytem: Efficiency AFUE or HSPF% 0 95% AFUE or HSSPF% ',: 0 95 /o ®' SEER: 18 Calcut ' coolin load: 50,644` Cfm's " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back -up furnace): Select Type " metal duct Combustion Air Select a Type N5 required per mech. code Passive Other, describe: _ X Heat Recover Ventilator (HRV) Capacity in cfms: ` Low: 117 High:. 189 Energy Recover Ventilator (ERV) Capacity in cfins: Low: High: Location of duct or system: Continuous exhausting fan(s) rated capacity in cfins: 90 cfm Location of fan(s), describe: 11Bathrooms Cfin's " round duct OR " metal duct Capacity continuous ventilation rate in cfms. 90 cfm ,.L Total ventilation (intermittent + continuous) rate in cfins. 153 cfin New Construction Energy Code Compliance Certificate Created by BAM version 052009 riff As/ Date: 11/11/2011 Revision Date: 11/11/2011 New Construction Site Information Address 1:1/9i4 tip` /J/ wny Project #: PEDERSON Address 2: Lot: Block: City: County: 041,o Subdivision: Application Information Business Name: Better Air Inc. MN Contractor License #: Contact Person: Kevin Betterly Office Ph: 663 -1208 Fax: 663 -0235 Cell Ph: 612 -685 -3184 Address 1: 607 Stafford Ln. N City: Dundas State: MN Zip Code: 55019 House Details Square Feet: 4379 sq. Avg. Ceiling Ht: 8 ft. Number of Bedrooms: 5 Ven ' : '• • Balanced Total Ventilation fins � •' G) /'1$ -' Applicant Name (print): %A 3-0 Minimum C. • ous Ventilatio •! 90 mittent Ventilation: 63 cfm. Combustion Appliance Water Heater: Power V Input BTUs: 50,000 Independently Vented ��'t` 010 Furnace /Boiler 1: Direct Vent/Sealed Combustion Input BTUs: 88,000 Independently Vented Furnace /Boiler 2: Direct Vent/Sealed Combustion Input BTUs: 67,000_ndependently Vented Other Combustion Appliances �8 Gas Fired Direct Vent Fireplace(s): No Gas Fired Power Vent Fireplace(s): Yes Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 600 Make -Up Air No Make -Up Air Required by Code Combustion Air Round Rigid Required: 4 inches or Insulated Flex: 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Signature /Date: Code Official (print): Signature /Date: Page 1 Oct 26 2011 12:11PM Better Rir, Inc. (507) 663 -0235 City of Eagan Attn: Jeff Wheele Jeff: Please review my A couple of notes The main level an of air in order to The 1" stage has will need to use The lower level • the studio have a heat loss o boiler is a modulating one that starts at 28,000 btu. Upon your appro certificate based Thank you for yo r assistance. Kevin Betterly Better Air, Inc. Fax: 507- 645 -02 evised load calculations. upper level heat loss is 62,972 •tuh. We also need around 2000 cfrn hieve this. I chose a G61 • f - 60C -0 w. is is a (2) stage furnace. capacity of 58,000 btu and has a second stage capacity of 84,000. I s to stay within the btu range and achieve the air flow. BETTERAAR__ INCORPORATED Heating • Air Conditioning • Ventilation • Fireplaces Lane North • Dundas, Minnesota 55019 Fax (507) 663 -0235 • Metro (952) 890 -9182 ww.betterairinc.com October 18, 2011 page , I will have Vennejhem fill out the new energy code compliance this. Lv#y /10/L1 /`44r 4 rJ o a/ To LENNOT) The smallest 95% efficient ROOM NAME Area (ft Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIg AVF (cfm) LOWER LEVEL 1357 12949 7281 366 342 MAIN LEVEL 1369 36783 24767 1040 1164 UPPER LEVEL 1410 26189 14187 741 667 STUDIO j 264 8208 4409 232 207 Entire House ( � 4400 84128 50644 2379 2379 Other equip loads 0 0 Equip. © 0.93 RSM 46997 Latent cooling , 2 -- - - - - II •"OS e�� e) --� a e4 ;;; \ 7 ' t7Q 7179 Oct 26 2011 12:11PM Better Air, Inc. Lo ZURN En BE 607 STAFFORD LANE N., DUNDAS, MN 6 Outside db ( °F) Inside db ( °F) Design TD ( °F) Daily range Inside humidity ( %) Moisture difference ( HEATING Make LENNOX Trade Model G61MPV 60C- AHRI ref no. Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat For: ;'EDERSON, VENNEHJEM BUILDING CORP. 916 WHISPERING WAY, EAGEN, MN 1 d Short Form re House ER AIR INC. Htg Clg 15' - 881"-- 70 75 85 13 - M 50 50 /lb) 55 40 91 UIPMENT 95 AFUE 88000 Btuh 84000 Btuh • 33 °F 2379 cfm 0.028 cfm /Btuh 0 in H2O t- Suite® Universal 8.0.11 RSU11649 Method Construction quality Fireplaces -1- wrightsoft R /Of C: \Documents and Settinga\kevk My Documents \VENNEJHEM,DOC Cale = MJ8 Front Door laces: N (507) 663 -0235 Project Information Design Information 9 Phone: 507. 663 -1208 Fax: 507 -683 -0235 Email: kevinblabetlerairine.com Web: betterairinc.com Infiltration COOLING EQUIPMENT Make LENNOX Trade Cond XC21 -048 Coil CX34 -048 AHRI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Calcul ions approved by ACCA to meet all requirements of Manual J 8th Ed. Job: Date: Oct 13, 2011 By: Simplified Semi -tight 2 (Average) 18 SEER 0 Btuh 0 Btuh 0 Btuh 2379 cfm 0.047 cfm/Btuh 0 in H2O 0.96 page 2 2011-0C1-18 15:53:30 Page 1 Oct 26 2011 12:11PM Co ZURPL En BE Pro'ect Information Design Conditions 607 STAFFORD LANE N., DUNDAS, MN 550 For: Location: Minneapolis/Blaine, MN, Elevation: 912 ft Latitude: 45°N Outdoor: Dry bulb ( °F) Daily range ( °F) Wet bulb ( °F) Wind speed (mph) Construction description Walls 12E -Osw: Frm wall, r -19 cav Ins, 1/2 wood frm 12E -Osw: Frm wall, wd ext, r -19 cav 2 "x6" wood frm Better Air, Inc. ponent Constructions re House ER AIR INC. eating -15 15.0 gypsum board int fnsh, 2"x6" H , 1/2" gypsum board int fnsh, II I 12E -Osw: Frm wall, wd ext, 1/2" woo' shth, r -19 cav ins, 112" gypsum board int fnsh, 2 "x6" wood f m 15813 wc-8: El cav wall, light dry soil, wal r -1 cav ins, 10" thk Partitions (none) Windows 2 glazing, clr outr, air gas, wd frm glazing, clr outr, air gas, we frm ma overhang (2 ft window ht, 0 ft sep.) 2 glazing, clr outr, air gas, wd frm glazing, clr outr, air gas, wd frm ma overhang (7.4 ft window ht, 0 ft sep ' r I 1- wrightsoft• AGGk C:1Documtxtts and Settingstkev (507) 663 -0235 9 Phone: 507- 663 -1208 Fax: 507. 663-0235 Emall: kevinbt bettaralrne.eom Web: betterairinc.com EDERSON, VENNEHJEM BUILDING CORP. 916 WHISPERING WAY, EAGEN, MN Cooling 1 9 (M ) 74 7.5 "x4" wood int frm, Concrete t, clr innr, 1/4" gap, 1/4" thk: 2 ne clr innr, 1/4" gap, 1/4" thk; 2 ft 1 , clr innr, 1/4" gap, 1/4" thk: 2 clr innr, 1/4" gap, 1/4" thk; 2 ft M- Sulte® Universal 8011 RSU11648 Job: Date: Oct 13, 2011 BY: Indoor: Heating Indoor temperature ( °F) 70 Design TD-( °F) 85 Relative humidity ( %) 50 Moisture difference (grub) 54.6 Infiltration: Method Simplified Construction quality Semi -tight Fireplaces 2 (Average) 4 0.250 0 ne 74 0.250 0 21.3 page 5 Cooling 75 13 50 40.2 Or Area U -value • Insul R Htg HTM Loss Clg HTM Gain IF BtuMt' --•F It'-•F!Btuh Btuhrir Bluh BWNR' Btuh ne 248 0.068 19.0 5.78 1433 1.08 268 se 366 0.068 19.0 5.78 2118 1.08 396 sw 262 0.068 19.0 5.78 1514 1.08 283 nw 197 0.068 19.0 5.78 1140 1.08 213 all 1074 0.068 19.0 5.78 6206 1.08 1161 ne 275 0.068 19.0 5.78 1587 1.08 297 se 334 0.068 19.0 5.78 1928 1.08 361 sw 262 0.068 19.0 5.78 1512 1.08 283 nw 297 0.068 19.0 5.78 1714 1.08 321 all 1166 0.066 19.0 5.78 6742 1.08 1261 ne 158 0.068 19.0 5.78 913 1.08 171 se 100 0.068 . 19.0 5.78 578 1.08 108 sw 177 0.068 19.0 5.78 1023 1.08 191 nw 50 0.068 19.0 5.78 291 1.08 54 all 485 0.068 19.0 5.78 2806 1.08 525 ne 368 0.049 13.0 4.08 1499 0 0 se 391 0.049 13.0 4.39 1715 0.05 19 sw 400 0.049 13.0 4.38 1752 0.05 20 nw 277 0.049 13.0 2.94 813 0 0 all 1435 0.049 • 13.0 4.03 5779 0.03 39 85 27.2 109 21.3 1573 27.2 2016 2011-001-18 15:53:30 y DocumentstVENNEJHEM.DOC Calc = MJ9 Front Door faces: N Page 1 Oct 26 2011 12:12PM Better Air, Inc. i 2 glazing, car outr, air gas, wd frm mat ; clr innr, 1/4" gap, 1/4" thk: 2 ne 64 0.250 0 21.3 1360 27.2 1743 glazing, clr outr, air gas, wd frm mat, c Ir innr, 1/4" gap, 1/4" thk; 2 ft nw 32 0.330 0 28.1 898 27.7 885 overhang (8 ft window ht, 0 ft sep.) nw 123 0.250 0 21.3 2607 27.2 3341 nw 64 0.250 0 21.3 1360 27.2 1743 all 283 0.250 0 22.0 6224 27.3 7713 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 ne 30 0.250 0 21.3 638 27.2 817 glazing, dr outr, air gas, wd frm mat, dr innr, 1/4" gap, 1/4" thk; 2 ft se 39 0.250 0 21.3 829 17.0 662 overhang (3 ft window ht, 0 ft sep.) sw 30 0.250 0 21.3 638 17.0 509 nw 30 0.250 0 21.3 638 27.2 817 all 129 0250 0 21.3 2741 21.7 2805 2 glazing, clr outr, air gas, wd frm mat clr innr, 1/4" gap, 1/4" thk: 2 ne 68 0.250 0 21.3 1445 27.2 1852 glazing. air outr, air gas, wd frm mat, r innr, 1/4" gap, 1/4" thk; 2 ft overhang (6.8 ft window ht, 0 ft sep.) 2 glazing, clr outr, air gas, wd frm math: clr innr, 1/4" gap, 114" thk: 2 glazing, dr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk 2 glazing, clr outr, air gas, wd frm mat clr innr, 1/4" gap, 1/4" thk: 2 glazing, clr outr, air gas, wd frm mat, qlr innr, 1/4" gap, 1/4" thk; 2 ft overhang (4 ft window ht, 0 ft sep.) 2 glazing, clr outr, air gas, wd frm ma glazing, clr outr, air gas, wd frm mat, overhang (2.3 ft window ht, 0 ft sep.) 2 glazing, clroutr, air gas, wd frm ma, clr innr, 1/4" gap, 1/4" thk: 2 sw 43 0.250 0 21.3 914 22.7 977 glazing, clr outr, air gas, wd frm mat, Ir innr, 1/4" gap, 1/4" thk; 2 ft overhang (4.3 ft window ht, 0 ft sep.) I 2 glazing, dr outr, air gas, wd frm mad dr innr, 1/4" gap, 1/4" thk: 2 sw 61 0.250 0 21.3 1296 26.6 1624 glazing, clr outr, air gas, wd frm mat, „ Ir innr, 1/4" gap, 1/4" thk; 2 ft overhang (6.1 ft window ht, 0 ft sep.) 2 glazing, dr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Mk: 2 sw 37 0.250 • 0 21.3 786 20.6 761 glazing, clroutr, air gas, wd frm mat, Ir innr, 1/4'' gap, 1/4" thk; 2 ft overhang (3.7 ft window hl, 0 It sep.) 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 sw 44 0.250 . 0 21.3 935 23.0 1013 glazing, clr cult, air gas, wd frm mat, it innr, 1/4" gap, 1/4" thk; 2 ft overhang (4.4 ft window ht, 0 ft sep) 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk: 2 nw 62 0.250 0 21.3 1320 27.2 1691 glazing, dr outr, air gas, wd frm mat, Ir innr, 1/4" gap, 1/4" thk; 2 ft overhang (6.9 ft window ht, 0 ft sep.) 2 glazing, dr outr, air gas, wd frm and , clr low-e innr, 1/4 "gap, 1/4" nw 32 0.250 0 21.3 680 27.2 872 thk: 2 glazing, clr outr, air gas, wd frr», mat, clr low -e innr, 1/4" gap, 1/4" lhk; 2 ft overhang (4 ft window h 0 ft sep.) i. i l l Doors 11JO: Door, mti fbrgl type 1100: Door, wd so type Ceilings 16A 44ad: Attic ceiling, asphalt shin gypsum board int fnsh Floors 19A -Obscp: Part floor, carpet fir fnsh frm fir, 12" thkns, 5/8" gypsum board int fnsh 21B -32t: Bg floor, light dry soil, full ir't ins cov, 8' depth -10' s, tile fir fnsh e3 10tpl: Bg f light dry soil, ful :int ins cov, on grade depth, r -1 edge ins, - 10'ns, tile fir fnsh wrightsofrt• R AGAPI C:\Documenls and Settinge'Jcevi ne 40 0.250 0 21.3 850 27.2 1090 se 8 0.250 0 21.3 170 36.0 288 nw 58 0.250 0 21.3 1224 272 1569 all 106 0.250 0 21.3 2244 27.9 2946 ne 32 0.250 0 21.3 680 27.2 872 se 14 0.250 0 21.3 305 21.7 311 sw 24 0.250 0 21.3 510 21.7 521 nw 12 0250 0 21.3 255 27.2 327 nw 52 0.250 0 21.3 1105 27.2 1416 all 134 0.250 0 21.3 2855 25.7 3447 clr innr, 1/4" gap, 1/4" thk: 2 se 9 0.250 0 21.3 196 11.2 103 it innr, 1/4" gap, 1/4" thk; 2 ft I les roof m eil ins, 5/8" 1778 0.022 ' 44.0 1.87 3325 1.51 2679 1452 0.022 44.0 1.87 2715 1.07 1549 all 3230 0.022 44.0 1.87 6040 1.31 4229 (5071 663 - 0235 page 6 ne 24 0.600 6.3 51.0 1224 15.0 360 se 24 0.600 6.3 51.0 1224 15.0 360 sw 21 0.600 6.3 51.0 1071 15.0 315 all 69 0.600 6.3 51.0 3519 15.0 1035 sw 24 0.390 0 33.1 796 9.75 234 1785 0.295 0 9.42 16814 1.42 2532 1357 0.014 3.0 1.19 1615 0 0 23 0208 10.0 17.7 401 0 0 gilt- Suite® Universal 8.0.11 RSU11649 2011-Oct-18 1553:30 My DocumentstV NNEJHEM.000 Cale = MJ8 Front Door faces: N Page 2 ou r a I Arrunu a.wvc tv., uvrvvriv, ma•• ••,••, ,••, • ...,•••••• • 2 2 3 4 5 Exp name Exposed wall Calling height Room aimensions Room area Entire House LOWER LEVEL 822.0 ft 186.0 ft 8.6 ft 8.5 R 1.0 x 1357.0 �01 4400.0 fta 1357.0 ft' • 1 Ty .apT§. tiff f ,..._._ 1{V F--G L--C L-G 9 1 a Construction U -v - number (Btuh Or HTM ' - °F) (Btuhfft') Area (fts) Load Area (ft or perimeter (ft) (Stuh) or perimeter (ft) Load (Btuh) 12E -Osw 2 glazing, clr outr, l27.24 2 az G ulr ,...._ A _�in .r ,raal 1- ' q �k:� . Y c ill Pr lad 15813 -0wc-8 2Alazlnp dr ouV rat glazing, ! r 1 -1;E. ac f - s P �Y s a -ail .. ? I :.19>:Ipal -,; :Et at11. -..at 12E-Osw 2 ez lng{{ty� d outr er, a . l Mrt_ •'111x1 Il ry F `' ^ l 5B 13 A (t �Wl 15813 Owo•8 . _ i.�L. - -d L . . . r FteII � . p 1:d a � i- ,.•-...ICI- a' 12E-Osw 2 glazing, ctr outr, 2 glazing, dr outr. 2 lazin dr outr $ 81 rut . = ll '7 E!I ... o-8 15B13-0w -, • 9 Y(ra - i VI: i 9 1 - �au , - 1 {{__ ppa'' a[ ifil� pi K u B•y 4G4filil 12E Osw 2 glazing, dr outr, 2 plazmp dr oulr, Y E II I ti ( 4" '-,, 15613 OwPB 2 glazing, clr outr, 2 glazing, clr outr , 2 lazinng clroutr y 1 t nit` 'ri'A9 ='Y 168 -44ad q , 18 IfitA.' 9 .. K1tt1 ?l,j 21B-321 "q ! <:a. �s Or Heat it l • • • • 118 5.78 • ne 21.25 i a • ne 21 25 ✓- r 9 F s b J 11 y�, ' a ., . 3(25._ i i a ne 4 08 a ne 21 25 > n I { '' t -S J ° J "r" ., w E � Cool ' d - y 9 D, t . A tyt d11lCl I • '.B Y .:) . : _ : .... �-1It 1.08 27 24 ills! E 't ' I 4 ,.} p' 0 00 27 24 L t 7 r '79 s � � � Gross N/P /S ilk,! �rJp IF t•t 11 � eT I �" f a � �7 6 � Pdl - : R It . 7 @I ..l. .t P4 - _ 373 275 30 0 68 0 •�.... tf ,„ � -e I EC 1 EF:a...... >4I..t In 400 368 32 0 �,�qq /T B z SI n - .:' h111 • i i s � y 3� 8 '� � F- 2 a 6 - . f l 5 tl � l tl�..a "� 373 334 ! 39 29 1 ,p I 'r 1 1 B f) I I 3 y 0 _rr®a � 11 91 q 391 .• , 'el i1 i i I 3+c t�[: �I� Y'(y {� $ ,� }]E ,, ` y f l .. E P L'4Ft' a 3'�?. -.., ii 373 282 30 23 37 23 44 23 ii�� " i !! 11 k" � B't 13 400 1 _ 400 '• gg tRa 1 1 , .a•1( [11 II . s - d t - q,} j ^ v �y IaI ..�'.• Q -- 7 Y tl 7 3 297 6 0 12 0 .: Q I t tll'f ?'+ - 7a . ..: !I r 391 277 30 0 52 0 32 0 9 p ��{)1 ell),lt RUM' L 145 2 1452 inigm145 ljl-0 ..i:!!!'11 1357 1357 Heal S '.1P K 1 Iv [ - ° E.I - a e » Y . d at F E 1587 638 1445 ��YI 02/__A 1 _ 1499 'Sa ' 680 �i � 11.' s° 1928 �# 829 1 U s �� 1715 f' �lig!, ° 1 t ! _l j! t �� 1'Yf -. �I �• _ 1512 638 788 935 , F� 6 . , ! 1752 �- " ..y[pYS ,9. -•l'� s� 4 =1 FI_ - 1714 255 1360 ' l _.,el.. ma 813 638 1105 r 680 31L1ss . E; 715 .. a.�- � 1815 Cool Gross ll ' s !I 1 L2 ., Ltl 1l _ . y� ) V �lllv ._.... 297 0 817 0 1852 y�i�B 9 i j fl'� c iY � 11 -:.. 4 �e EI "PGI _• 400 0 872 32 a II� � ,� � ,a1 :c. IILi_ � 9 Sty...' at •t1 361 0 y 6132 F 1 I 4 # Bg • ma y, N �! _ _ 1 1 8 -ii Y x - 1 I. A -- � .. � 391 19 r 9tol" i ll} y ` ' E 3 ptl� a ' �i �• y ! L� F . J .l ..,.,:IC % 263 0 509 0 761 0 1013 IFE I '° � 11 ;ry e- T .. d., 1 w � 20 IF 400 8 ~N 99 lilt !` ! g y rl,.:�V �. L 1 1- A��:.�`.. 321 0 327 0 1743 0 B E(C 3 as u 1 ! } � sl._!1 i l l I - 0 391 817 30 1416 52 ya 3 ,yE 2 yi i. ilia � .. iLigiiiti 1549 0 t : .�f m3 ......::tg, 11 I1L , : Y 0 1357 NIP /S aA -0 Y FFCI g it -i ,., . 0 0 0 a .. .. L nA u:?1 t 36 0 �q. !1� �t i nk � R a.l !+ _. 0 i Al • I 3�: Ik 291 tl f1 d . Eil 16- ..'.Eta } F( � is 1 S r 9 � I M ` k a 13 -.... If.. 0 0 0 E 3 c'. i 1$�',"�q f i W' 400 �- 1 i °... A.. 0 0 0 a is ! (I B.�'.:' F 277 0 0 0 ! . d 11 ,111. 1 , t 0 .:tcaa._,tt:t 1357 Heat Yr l �. 4 t ! k' I Cr °' i i ai ..... -.. " • 1499 880 � � tlla a ' � 1 �1 i Cool i 1k ->}• V UAa ° S 'f P• 'ti. 0 0 0 0 !a t Y. ? i 4._._..•. 8 72 rB 1 I (y; - e i 1 - g < _ �`� �.F � � ( 4�ro` - , 2 - ! I Ij'1 �•_ � " : � a D+� 15a e e ikl11 •.•.. VN L-- W l eenEy i � a' yJ -� I-G a i t: - '1 q • ' r(r 6.. , t� {-G L--G, - ,. .. � .'W } fi CIE' aC r °.h k�.:. TS F -: , { I: i , aE l IE PL,.. II I y s -.:,tE 1 tlil.':. S ri R II 1a j qq .._'il! li .......a r lPl r aa• �.a �.i B 1 ae 5 78 1 08 �► sQe �y 21 25_ p y Y 16.96 ■ a ( se (�r �I�, . E6' ' 7 .. ,,, e a ll'iR 4.38 0 OS 1 Se. 4 38 r c .. f ❑ t 83awv�. L '. 9� li ;Ty ✓ Yi . a a tll c1 15 ill- E 'S { V 1.�+ (�I{ __RR__ N-- - e d • a ° Y "k ' t at 9frr • 5.78 1.08 �. • 21 25 16.96 0 25 • 21 25 20.56 0250 ^„ 21 25 23.01 , ; qq;�Ej - 4 1 ' e e v m 8 }._ B!� F7N Q� I •" 0 093 ew 4 38 �� 0 pr0�q�55, I r Y $ .` p1111 �- 18 "" dt , •! 3' dKl {{ 1 s ' I AI .+ S t . I a a ,¢F+ W p�cB ems" y �I, 7.a B •fat . L x' ? - - S i.:_ rrvv 5 78 1.08 a a nw 21 25 2T 24 0 250 nw, 21 25 2 24 -6 Sf t E ails . aR 1 r, I } @s YE +� _. sk....ab 2 - 0.00 �F 25 • nw 21.25 27 24 0 250 ! nw 21.25 27.24 a 250 nw 21.25 27 24 •! • }q tYyf� 1'.q -. wl l EAI Vf"7'IL7� 1 07 � y fl p p O22 1.87 -y11 : 1 1!I:tl �Y ,.il!4.- .,.REE ^ifi ll- e..Yin I! 0.014 - 1.18 0.00 0 u � Ij ii y� 1 -1 a - :t = 1715 Ell ;aA•^� F PI,s ^F'=•E tl' !1 ;..jam k/I 0 0 o 0 f , ... , q - eY !d 1752 a q l I13 0 0 s. E. ::r'rF.. 813 638 1105 - R 880 ;MEMO; , , El , 0 l=f:40.!:� 1615 0 q� ry 7�({ K. EL : Ri 19 ! a! u1.. t ! 1 ,L lftll 9 •y�q) I'Y - 3tl 0 0 o 0 ru .!4.. ;..a., 20 _.:. 0 0 N . , n. 4 e .. t 0 817 1416 87 8 2 1 et! YII . , _ 0 _ ., _:_•iii 0 6 c) AED excursion . 8511 1470 Envelope losslgain 74009 47455 12704 7266 12 a) Infiltration b) Room ventilation 244 10110 608 0 15 0 13 Internal gains: 0, . CF Ai. 1380 0 1200 0 0 Subtotal (lines 6 to 13) I 84128 50644 12949 7281 Less external load Less transfer Redistribution 14 Subtotal 15 Duct loads •' 0% 0 0 0 0 0 0 0 84128 50644 12980 D 0 -0% 0% 0 0 0 0 726 0 room load Air 84128 50644 12949 2379 2379 368 7281 342 Alr required (cfm) required Oct 26 2011 12:13PM ZURH. Ri ht -J® Worksheet E ;tire House B TER AIR INC. Calculhtions approved by ACCA to meet all requirements of Manual J 8th Ed. wrsghtesore' F ght•SUlle® Universal 8.0.11 RSU11649 ACC?. C:IDocuments end Settinga\kevi My Documents \VENNEJHEM.DOC CaIc = MJ8 Front Door faces: t3 Better Air, Inc. (507) 663 -0235 page 9 507 6631208 Fax 507 663 023 Email: kevInbl betteralrine.eom Web: betteralrinc.cor Job: Date: Oct 13, 2011 By: 2011.0d -18 15:53:30 Page 1 -_. _. 1 2 3 4 5 _.. - - - -- , - -. -- -• . - - - -- Room name Exposed wall Ceiling height Room dimensions Room area MAIN LEVEL 184.0 ft 9.0 ft hisaicool = 1.0 x 1369.0 ft 1369.0 ft UPPER LEVEL 184.0 ft 8.1 ft heatcool 1410.0 ft' 1.0 x 1410.0 ft Ty Construction number U- f, ue (Btu Or HTM 2 -''F) (Btuh /ft, Area (ft') or perimeter (ft) Load (Btuh) Area (IV) or perimeter (ft) Load (Btuh) Heat Cool Gross WP /S Heat Cool Gross NIP /S Heat Cool • 6 j� 11 II e e a ..._ p 11'1- e ■ F.a.ba. W `G' - G tr , w L-C � l l � t f , }S4G .. W 1 *� I 7 a x.4 d IAN 0: p w_.., -6 .:.,:.. i .. di ... r�,a a To+ 7[ yi.l ix �.. � : I44 1 tt i 4" 3S i a -: ;161!•_._.:5f ':i!�r,rtl[� 12E -Osw 2 glazing, dr outr, 2 lazm ck out _ -.i r u i _ i l x ,,, ,f+L' - 6'.ePF:rertl� 15813 -Owo 8 2 plazl clr outr, ,, ® i :. i - r it I r o �! p •` i '. J 1 y n: P; f ._, � ; , 12E -OSw 2 lazing .clr cull, a'�[I IL 3 r f 1155B13Owc8 yty a : eib tli '' llt�� - 1 9• a R r � a I a f tat a7 1... a ` t4 » 7• , °�r (ia . ., .d ..v. 12E -0e 2 glazing, dr outr, 2 glazing, droutr, 2 glazing, dr outr .. '. !In $'f [ I Ipp 1 t3f�11! t1 n 'll!? i � � T,a d3 f' a �.�, 41d nl''1 15B13-0wc-8 ` � 9 Ig a - fin -. I thi- 1 [„,a, .l 12E -Osw 2 glazing, clr outr, 2 azinp, dr outr fll � 1 - � ;i%fiVi . n, 1n.k 15613 -OwcrB 2 glazing, clr Darr, 2 glazing, cir outr, 2 glaze - °F�' i# 14 , Clr Outr PF4` j :YI NIY 168.44ad. sl`' - 4 a 21332t ,rt__ Pa, nl sIJ t?� g� a 1 € °) s + f" 7 T i X11 1 . 'I ,ryt7 p I ll f �P' 1 1 lf ,I t �3 Fl ( l� IP na ..- I l f'° PI $ �� 1 •� zF l 4r aI.I N fl Y! ' l s i}( a .) d ill 1 .- -z 1 f ,. ; f i MN i 7'7' xlljll ii! 3 y ' I I c H I', / " ( ;a en a = a �F I i 61 t,.�f ,.,, F, f 068 ne 5.78 1.08 250 ne 21.25 27.24 2250 ne 21.25 27.24 c a� c•'a �lt7 I p I 9 � - I a�_r -. . :: 093 o ne 4.08 un 0.00 0.250 rte 2125 27.24 a 1 'tl d LM ,� ' �tnt I )l r 3p1�all t ; , n s h to sF,e ".� - �9 I °: ® ,'`V.� .. 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Ri Et B Calcula Better Air, Inc. ht -J® Worksheet ;tire House 'T TER AIR INC. (507) 663 -0235 page 10 9 Phone: 50 - 663-1208 Fax: 507- 863 -0235 Emell: kevinb betierelrinc. Web: betterairine.com ions approved by ACCA to meet all requirements of Manual J 8th Ed. '441' wrtet+tsote RI , M- Suite® Universal 8.0.11 RSU11649 ACCK C:1Docurnents and Settings kevintily Documents \VENNEJHEM.DOC Cato = MJ8 Front Door faces: N Job: Date: Oct 13, 2011 By: 2011 -Oct -18 15 :53:30 Page 2 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area l STUDIO 88.0 ft 9.0 ft heatl000l 22.0 x 12.0 ft 264.0 ft' 6 1 Ty ' ) : VJ -0 -0 F It .ta tM L-G j A _ �J I ti ' � W 1 ■ t .�- • g .` f � - Ig s WW I- --Cs C; ]r(q,e W _ EI ki tl� . dL , tl s WI { __ 1 .--7 . a I � 3 $�,t�t Construction number 4 ' : -0 _ ' 1!1 a21 sax d�' ': e .yam n dt F F I . 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Ii � i ,.q°' 79 sue`. - -:,� r.3C. 0 Cool Id { IFis- -,... 9 Fa a_ 11 l 0 a � 0 a A=1 as .' 'k � � "' 0 0 1 r 0 ry 0 §§ �I I� t a g a c F 1. a IItl t�.S j alll3s c 1.: 0 0 0 y 1 s � c°t ( 'pg '. t G� 0 - 1 l 1 EE IF ? 1!' § j� C 0 0 hf 0 !i .I':.. 0 0 0 0 I i � �a n51 - 0 Gross II -F X�i � '�rl4ai a- 3� 1 i9i1 p yPC �I a rj ii ._...; wo S � adl � �t tL t l� I !b , (j }F Z y F l I .i ( j' � hi ' § I � EIl i t al ! �It7 R 5� �. 'Jj I I (l D (sWslLt 91 � i z .., ! T . _ I e s '.F, i nY'& 4a� l N /P /S -p - 'iI s �! .. !14 ... vi f 1 § ya 11 A lI alF: § Vi �I Fi' I al_ ft"1 a :. R I Heat a Ifttl 31 jpF_, t� I)f :s. #_ : -l I am ..: • . .. § i r . a L , {& l.da FI , 414 Fril 1 .1, is @ R 16 _I tlii .. 1 ` e A PI tl M me ., f.. a "I. k xx - .k1� ..'S 1 :; el FS .[. p 1t�S :. Cool r FI n t tl Id iF: r t o_ d 9 .. - 1;. :.- ....... _ ba eHtF „It t . r ll ; i f x � 3 i ■ e . t ._.... :FI i. ,.!" I .34.L.. � CE lA SR I Y I I F I J 1 �.." i . -. i .., t t ... l :l e ' t s f . FII.I.....,.II J 1-1- isa, ei R A liiM F 6 c) AED excursion 22 Envelope losslgaln 6600 3853 12 a) Infiltration b) Room ventilation 1608 0 97 0 13 Internal gains: Oacupants ® 230 Appliances/other 2 480 0 Subtotal (lines 8 to 13) 8208 4409 14 15 Less external load Less transfer Redistribution Subtotal Duct loads -0% 0% 0 0 0 8208 '0 4409 0 0 0 0 Total room load Air required (dm) 8208 232 4409 207 Oct 26 2011 12:19PM Better Air, Inc. Calcul -.F- wrIghtsott• R COA C:tDoeumente and Settingatkevin Ri ht -J® Worksheet E : tire House B TER AIR INC. 9 Phone 50763.1208 Fax: 507. 689 - 0235 (507) 663 -0235 page 11 Email: kevinb betteraklne.com Web: betteralrine.com ions approved by ACCA to meet all requirements of Manual J 8th Ed. ht- Suite® Universal 8.0.11 RSU11649 My DocumentitVENNEJHEM.DOC Cale = MJ8 Front Door faces: N Job: Date: Oct 13, 2011 By: 2011 -0d -18 15`.53'30 Page 3 ROOM NAME . Area (ft Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) LOWER LEVEL i 1357 12949 7281 366 342 MAIN LEVEL I 1369 36783 24767 1040 1164 UPPER LEVEL 1 1410 26189 14187 741 667 STUDIO k 264 8208 4409 232 207 Entire House 4400 84128 50644 2379 2379 Other equip loads 0 0 Equip. © 0.93 RSM 46997 Latent cooling 2381 - - - _ - _ i' - -- 7 ..e /wn4 7Q\ 1170 9n7G Oct 26 2011 12:11PM Better Air, Inc. Design Information L ZURN. En BE 607 STAFFORD LANE N., DUNDAS, MN 55 Make VIESMANN Trade Model WB2B19 AHRI ref no. Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat For: ,'EDERSON, VENNEHJEM BUILDING CORP.. • 916 WHISPERING WAY, EAGEN, MN Calcul wrlghtsoftt- Ri 4CC» C:1Documents and SettIngs1kevin d Short Form re House ER AIR INC. 9 Phone: 607- 663 -1208 Fax. 507- 663.0235 Email: bevInbatbetterairinc.com Web: betterairinc.com Htg / Clg / Infiltration Outside db ( °F) - 150/ 88d/ Method Simplified Inside db ( °F) 70 75 Construction quality Semi - tight Design TD ( °F) 85 13 Fireplaces 2 (Average) Daily range ( - M Inside humidity ( %) 50 50 Moisture difference (•i /lb) 55 40 HEATING E UIPMENT COOLING EQUIPMENT 95 AFUE 31000 Btuh 29000 Btuh 11 °F 2379 cfm 0.028 cfm /Btuh 0 in H2O Make FUJITSU Trade Cond AOU9R2 Coil ASU9R2 AHRI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio ions approved by ACCA to meet all requirements of Manual J 8th Ed. ht- Suite® Universal 8.0.11 RSU11649 My Doeuments\VENNEJHEM.DOC Cale = MJB Front Door faces: N (5071 663 -0235 Job: Date: Oct 13, 2011 By: 14.0 SEER 0 Btuh 0 Btuh 0 Btuh 2379 cfm 0.047 cfm /Btuh 0 in H2O 0.96 page 3 2011 -0c1-18 15:41:26 Page 1 to City of Eagan Tree Protection Requirements: NA Replacement Trees: X Attachments: Additional Notes: City Inspection Dept. Copy City Forester Copy Applicant /Builder Copy (BUILDER, PLEASE READ ATTACHMENTS) Development WHISPERING WOODS 11 ADDITION Lot Number 8 Block Number Address 4916Whisperinq Way Builder Vennehjem Building Corp. Phone Number: 952 - 890 -3000 Contact: Joe Hilla Tree Protection Fencing Installed On Site (Concrete barriers) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Not Required As Follows: X Yes (Refer to attached documents for details) No H: \ghove\2011file \treepres \Tree Preservation Plan Whispering Woods 11 Addition Lot 8 Block'1 x988.5 990.7x�C B6CH MARK TOP OF SPIKE ELEV.=991.77 990.2) / 39 1q-ir J L • CERTIFICATE OF SURVEY N For: Vennehjem Building Corp. 21.01 -- x °09'43" R= 168.11 1 l, V "c/ / C2 / ti 2 of 3 I tn�Co lam' WHISPERING WAIY f y 3 "644- � 1 D p�r0�� g2 n T 6 0 00L L_ U I 1 98g PROPOSED H OR 7.8% OF DRIVEWAY = LOT 8 = 36, OUSE = 2,832 SQ. FT. LOT AREA 0 2,400 SQ. FT. 262 SQ. FT. SAN. SERVICE INVERT ELEV.= TO BE FIELD DETERMINED BY CLIENT James R. Hill, Inc. ti Lot 8, Block For: 1 Vennehjem Building Corp' , WHISPERING WOODS • EZela 111111111 P14•XlMI ME 2 VIM MI iv/ 11111 — II111•111EIZ![i_IIIIIsI1:it1• •MEI RP1111111111111 11111MPT:l:iif/11111 !:0111 ®1111111•11M MINN 111111[E 111=11111111111111111111111111 -M MAIIIMEMiLlt•3lld3 "M1 11111:111111 I3111111EI 1M'E11111[I211111111 1111011M z I (/) X w 0 w z O ELEVENTH ADDITION Tree Preservation plan POINT NO. ELEV. TYPE DIA 0 FF Development Construction Tree Preservation Construction Const. As —Built Post House Const. As —Built YI *-1•11111E IMINID:l:it1111 111111011 1111i P-INUNIOR11111110711:111111111111P=11111■■ NMI Etl•M11EIMIll •10111111 Win= 'EEil:l11•1111itAM ••IM ■E2•11 YI3=111Efl•7I'EE I,LEE= - >•EYL•9�E�72�E��>• �� —I- PIKO EYtIMIIIE7:1:EiiM E.11111 111rAll AMEIYEE•ZL'EE 111WA 1•1•11EIIIMI11Ei7 :CEtM11 EM1 E2111 MINEIeilt811M CEt41111111 !011 E M i! 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Wel ■!111 K3P11111111EMINI11E4111711111EAM E3111 111101111 BRIM 1111111114[4= Wifagla1111111M111111■1■1111111111:111111111■1101111311 INIMPANII EII�111E•7 :111111EME .11• 1 • N� a. ai E7111 EMIN 111■11MIMINe Kf�►�E�lFEE�7:1�EE �� —� EIY�t•I_T�tE �i � =QM E11111 NKIN Pa14111111EIi �E0L1:1111110 © 1WAII L� >• EIIL1ElIIMIDI2IIIII iF>• •E :NIII - E EEZL'INIEE/1111 E:1111 MINIM IMMUNE IIIIIR72:it11111 1Mi — �f�EI�Et•7J :itE �� i� O I- D U Pre House Proposed Post House w > (/) U O w w z 0 O Preliminary Tree Certification During a site visit on October 11, 2011 all significant trees shown and designated hereon were present and in good health, except as noted in the table above. Harold C. se has been aked. Tree fence will need to be placed outside the dripline of all significant o be saved. f e grading and construction should not have a negative effect on these trees. LZh WHISPERING WAY CERTIFICATE OF SURVEY te: /e.//- 20/1 By Date: Signature of Owner Peterson, Minnesota L.S. No. 12294 Scale: 1 " =30' Page 3 of 3 James R. Hill, Inc. 0 n PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION f5 LATEST REVISION: a> C37 t U_ Q -a O z Q DOCUMENT STANDARDS A 0 ❑ • Registered Land Surveyor signature and company el ❑ ❑ • Building Permit Applicant ade ❑ • Legal description 0 ,Z • Address 4-' . ,.0' ❑ ❑ • North arrow and scale .O ❑ ❑ • House type (rambler, walkout, split w /o, split entry, lookout, etc.) AI ❑ ❑ • Directional drainage arrows with slope /gradient % , 42:0 ❑ "j • Proposed /existing sewer and water services & invert elevation - see- CL irl1 eel'. S A p7./ S ie.,,e_ ❑ 0 • • Street name i ►1 e - r n ► n ' 6W� &a-1 S-1 ,I2' ❑ ❑ • Driveway (grade & width - in RAN and back of curb, 22' max.) ❑ ❑ • Lot Square Footage ,...ej 0 ❑ • Lot Coverage ELEVATIONS Existing ,er 0 0 • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions Al ❑ 0 • Elevations of any existing adjacent homes ,' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ri ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ,e' ❑ 0 • Basement floor 0 „0' • Lowest exposed elevation (walkout/window) .� ❑ ❑ • Property corners ,S ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ^7 ❑ • Easement line ❑ / 0 • NWL ❑ fa' ❑ • HWL ❑ ,( ❑ • Pond # designation ❑ / ❑ • Emergency Overflow Elevation ❑ I ❑ • Pond/Wetland buffer delineation Y & • Shoreland Zoning Overlay District Y i • Conservation Easements DIMENSIONS 0 ❑ ./2" ❑ 0 7 ❑ 21 0 Lcsf e,k I GJ�r s��'J on. / ,4a DATE OF SU EY: Reviewed By: G: /FORMS /Building Permit Application Rev. 11 - 26 - 04 0 • Lot lines /Bearings & dimensions 0 • Right -of -way and street width (to back of curb) ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ • Show all easements of record and any City utilities within those easements ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑ • Retaining wall requirements: Date %O / / /X/ n e CERTIFICATE r: 4916 WHISPERING WAY OF SURVEY‘ii\S' 4 Vennehjem Building Corp. Jug PROPERTY DESCRIPTION: Lot 8, Block 1, WHISPERING WOODS ELEVENTH ADDITION, Dakota County, Minnesota. We hereby certify that this is a true and correct survey of the above described property and that it was performed by me or under my direct supervision and that I am a duly Licensed Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 26th day of September 2011. James R. Hill, Inc., , /2 / 01By. Harold C. Peterson, Minnesota L. S. No. 12294 Notes: 1. Building dimensions shown are for horizontal & vertical placement of structure A Denotes spike to be set only. See architectural plans for building o Denotes set iron monument • Denotes found iron monument & foundation dimensions. x927.6 Denotes existing elevation 2. No specific soils investigation has been (930.0) Denotes proposed elevation completed on this lot byJames R. Hill, Inc. Ptc Denotes drainage tc proposed Denotes top of curb The suitability of soils to support the specific house proposed is not the responsibility of Bench Mark. 984.99 —TNH—LOTS 6 Sc 7, BLOCK 1 James R. Hill, Inc. or the surveyor. Proposed Garage Floor @ Front= 993.8 3. No specific title search for existence or non— Proposed Lowest Floor= 984.0 existence of recorded or un—recorded easements has been conducted by the surveyor as a part of this survey. Only easements per the recorded plat are shown. 4. Existing water and sanitary sewer service Bearings are on assumed datum locations and elevation are from as—built plans as provided by the City of Eagan. Scale: 1=30' �.,_ PROJECT NO 270105 CAD FILE Hse2007/270 17/26/12 Patios 10/W11 City comn - - REVISIONS 10/3/11 Invento o o D James R. Hill, Inc. PLANNERS / ENGINEERS / SUREYORS o m o N m • W -t 2500 W. Cnr RD.42, SIM 120, BURf1SV116 111 55337 PHONE: (952)890-6044 FAX: (952)890-6244 cA cn o . ° ` n , 1943 94m L NE, SutE B, ,ISN 55449 PHON : (763)792-1136 FAX: (763)792-1743 y!/ L h ; ,1/ ,3 4-A,4 4916 ISPERING WAY CERTIFICATE OF SURVEY For: Vennehjem Building Corp. 21.01 ---:_— A=07°09'43" R=168.11 <(/ co x968.8 tJ' c. ',`off t, %Po q L 1' O, ;- D (� `<.2 N O / 1268 0 1269 • .977.1/ o . 978.8 / 01303 X1304 `977.1 11283 BENCH MARK ,to TOP OF SPIKE T:0 \ELEV.=987.33 ` 1295 cf) 19 r- 1 co N�-- N v) trig" O c F- Go CD F= is UJ 12 UJ a_ cn to x 988.5 18 990.7x C) — J 0,^ BENCH MARK TOP OF SPIKE ELEV.=991.77 990.2 x 1290 I 1356 9g9.2 381 sWEDI \Dc• Pi •_ '/ c - `vim C) Cil raj 9g9.2 Ott,/ I EAGAN ENGINEERING DEPT, 9g9.2 30.391— A=31039912" 0.391- 0=31°39'12" R=55.00 WHISPERING WAY Scale: 1"=30' PROPOS OR 7.8% OF LOT AREA DRIVEWAY = 2,360 SQ.FT. PATIOS = 988 SQ.FT. LOT 8 = 36,262 SQ.FT. SAN. SERVICE INVERT ELEVATION PER CITY AS—BUILTS = 954.93 FEET ,832 SQ.FT. Page 2 of 3 James R. Hill, Inc. � ( 2 � vV i i f,1 4 ;('-o( LOA-Li 4916 WHISPERING WAY CERTIFICATE OF SURVEY For: Vennehjem Building Corp.s:1 Maximum Slops or Re►a,ning Wail Will F quired PROPERTY DESCRIPTION• Lot 8, Block 1, WHISPERING WOODS ELEVENTH ADDITION, Dakota County, Minnesota. We hereby certify that this is a true and correct survey of the above described property and that it was performed by me or under my direct supervision and that I am a duly Licensed Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 26th day of September By: ames R. Hill, Inc., J Harold C. Peterson, Minnesota L.S. No. 12294 Notes: 1. Building dimensions shown are for horizontal & vertical placement of structure only. See architectural plans for building & foundation dimensions. 2. No specific soils investigation has been completed on this lot by James R. Hill, Inc. The suitability of soils to support the specific house proposed is not the responsibility of James R. Hill, Inc. or the surveyor. 3. No specific title search for existence or non— existence of recorded or un—recorded easements has been conducted by the surveyor as a part of this survey. Only easements per the recorded plat are shown. 4. Existing water and sanitary sewer service locations and elevation are from as—built plans as provided by the City of Eagan. -v D C) P1 'T1 W CO C") '2 O 3 0, 0 0 0 CD 0 w U) CD 0 7 Z o u) 0 • x927.6 (930.0) tc Bench Denotes Denotes Denotes Denotes Denotes Denotes Denotes spike to be set set iron monument found iron monument existing elevation proposed elevation proposed drainage top of curb Mark' 984.99 -TNH—LOTS 6 & 7, BLOCK 1 Proposed Garage Floor ® Front= Proposed Lowest Floor= 993.8 984.0 Bearings are on assumed datum Scale: r=30' James R. Hill, Inc. PLANNERS / ENGINEERS / SURVEYORS 2500 W. Cn Ro. 42, Suit 120, BURNSIAuL MN 55337 PHONE: (952)890-6044 FAX: (952)890-6244 1943 94m UuE NE, SUE B, Bum MN 55449 PHONE: (763)792-1136 FAX: (763)792-1743 /6, • 1310iN By EAGAN ENGINEERING DEPT. 4'/ F\ QED /cam/e e' 4916 WHISPERING WAY CERTIFICATE OF SURVEY For: Vennehjem Building Corp. 21.01-4_- 6=07°09'43" 1.01— 0=07°09'43" R=168.11 co N .0(970.2 970.1 / x968.8 O1267 265 1 ':o Cb .13 27 c^ N Sir; - r — G7 0 tso1'7^ ,101 j'VI- .> N> cl rn :73 f `99'191 0 1269 1282 ...,1271 77.1— 6---- r•J283 9 .- 1 Fr31 I � a n N�-- N v, ° 0 C/) F - E /— 8 c F> 1381 s„. F J 0 - J 1,5 Cry 0 - J x 988.5 990.7x 1D OF SPIKE ELEV.= 991.77 990.2x g 6� NN I r\T L. \,../ I 989.2 g89.2 /30.394- =31 °39'12" R=55.00 WHISPERING WAY Scale: 1"=30' SAN. PER Page 2 of 3 PROPOSED HOUSE = 2,832 OR 7.8% OF LOT AREA E DRIVEWAY = 2,400 SQ. FT. LOT 8 = 36,262 SQ. FT. SERVICE INVERT ELEVATION CITY AS-BUILTS = 954.93 FEET SQ. FT. O James R. Hill, Inc. 4/ifiG a/k/JvAtt. wit/ /74'4.-""*.Ae /aez STRUCTURAL 112 EAST MAPLE ST. RIVER FALLS, WI 54022 • 4 April 2012 John Gavin Dwyer 2501 Irving Avenue S. Minneapolis, MN 55405 Re: Second Floor Framing Modifications Pederson Home Deer Joh:: it is my understanding that you %fish to thave.the-beein over the entry fret -62-14" LVL'S-t0-3-aW LVVS: This .change is satisfactory : it IS afs6 my understanding that you wish t� change the header over the ikindoVV in the NE wall of the piano room from 1-16" LVL to 24W-1.VIA. This change is eatiSfa' SeeattaChed Sketth for additional infottnatiett Please calf me if you have any questions concerning the above Sinderely, A:M. Structural Engineering,. LLC avid P. Wegner MN Reg: No. Z420 (leti0570 P 4111 P COI 7'(1 P4 AwAl 1$. I act irso EAGAN REVIEWED 3Y: 'r '11 DING -,TIONS DIVISION UPPER FLOOR FRAMING PLAN 1/4" = 11-0" 1/2" LVLT O`G As74 • . ST 7,c�AA LVL FLUSH L `, 3-16" LVL FLUS 16" FLOOR TRUSSES GIRDER TRUSS UPPER FLOOR FRAMING PLAN 1/4" = 1,-011 e os V '1 L Cl) tV C � O 0) 0 A O u C f1 _' C u O 7 6 C I HERE.' CERTIFY THAT THIS PIAN SPECIFICATION OR REPORT WAS PREPARED RT ME OR UNDER MY DIRECT ACAISKU ISTERETI AM DOZY RENDERTED ARCHITECTUNDERTHE LAMS OF THE STATE DF MINNESOTA SIGNATURE DATE 10.20.11 REGISTR.# 43166 0 o N RD mn- m w E o T t6 >. c Y C C ^�N W`` z.- such MU u. pAce6YA HAW. uu«wo Tan eRRRT W Project Number. 10022 Date of Issue: 09.05.11 -CDS 06.03.12 -ADDENDUM 9 Notes Sheet No. AD9.1 /4,16 tith/Sokiiii;e3 t /l9 y P%ya01; r X4./81' GIRDER TRUSSES (SEE PLANS) CHIMNEY: 7" DIAMETER CLASS A PREFABRICATED METAL DOUBLE WALLED CHIMNEY CONTINUOUS FROM Y[OOD TO EXTERIOR FAN. SUNG CHIMNEY WALL: LATE TILE 1/2" TYPE X GYP BOARD 11X2 METAL STUDS 5 16" O.C. RECESSED LIGHT (SEE ELECTRICAL) CHIMNEY HOOD: NSTALL PER IRC 1001.5.1. 1/4" STEEL °DER 1 1/4" IREBRICK TO HIMNEY SCREEN TRACK SCREEN CONCRETE HEARTH 36" SPARKFIRE LBS36 BURNER: LAVA ROCK 6 3/4" 2" CONCRETE SLAB HEARTH WALL: SLATE TILE 4" CMU AIR CIRCULATING CHAMBER: INSTALL PER IRC R1001.5.1. PROVIDE 3" DUCT FROM GAS BURNER CAVITY TO FRESH AIR OR MAK'-UP AIR SYSTEM. A l i.eri,s a,Y7 /l' I! / 7- eivi aorT/ i /91.)a.vde Td pzwe i /ft EAGAN REVIEWED BY: I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION OR REPORT NNS PREPARED ST ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DOLT REGISTERED ARCHITECT UNDER THE LANS OF THE STATE OF MINNESOTA SIGNATURE �v DATE 10.20.11 REGISTR. 0 43166 DATE. 101/2" \ 63/4" LAUDING INSPECTIONS DIVI CV (h C FIREPLACE SECTION 1 112"= 1'-0" SIONg N 0)g W m 0- m W Io>..t(1) 1:3� N C C (11 ._ o)css2 z These Oommenls me karma. a se* and as such remain.. pameHy ...NM Use of Rubrication requites *Nen approval from Jana Dwyer. Project Number. 10022 Date of Issue: 03.05.11 -CAS - 4.2.12 -ADDENDUM 5 #Notes Sheet No. AD8.1 Affidavit of Joseph J Hilla Re: 4916 Whispering Way, Eagan MN 55122 April 17,2012 Permit # EA102188 My name is Joseph J Hilla. I am the owner and president of Vennehjem Building Corporation at 2500 W County Road 42 Ste #9 Burnsville, MN 55337. I am the general contractor for a residence currently under construction at 4916 Whispering Way Eagan, MN. This residence was designed, drawn and prepared for permit by John Gavin Dwyer, Architect with a plan date of 09-08-2011. I testify that all construction of this residence has been under my direct guidance and general supervision. I attest to the fact that based upon my personal knowledge and belief, that all exterior sheathing material for this project has peen glut and nailed to the framing as per the specifications outlined on the construction doc ents. I dclare that all information herein is truth, correct and complete. Joseph J. flilla President/ Vennehjem Building Corporation STATE OF MINNESOTA, DAKOTA COUNTY • il- Subsc 'bed and sworn to before me this I ��day of 11 , 2012 before me J�Se J. I - 1-i la. , personally appeared Joseph J Hilla, known to me (or satisfactorily proven) to be the person whose identity is subscribed to the within Affidavit, and, being duly sworn on oath according to the law, deposes that he has read the foregoing Affidavit subscribed by him, and that the matters stated herein are true to the best of his knowledge and belief. Notary Address: ,i K. ��1(Itc�,uts gl2-1 Bicusdeli Ave. s. BCCfT\ ) N1 5' L%O In witness whereof I hereunto set my hand and official seal. Notary Public M commission expires J,r LINDA K WILLIAMS NOTARY PUBLIC - MINNESOTA MY COMMISSION EXPIRES 01131/2017 AJ\Alv\/ /VV.,/\ A New Construction Energy Code Compliance Certificate Per N11018 Building Catificate. A building ontificate inside the building. The certificate shall be completed of components listed in Table N1101.8. Palling Aliress the Dwain Dwain Unit shall be posted in a piumanendy visible location by the builder and shall list information and values I nnehjem V. MK COMMON ... Oly Eagan, MN ',kers Nasber of ar 4916 Whispering Way Mims anteskimild Contractor Vennehjem Building Corp. MN 20108964 THERMAL ENVELOPE RADON SYSTEM Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable Ii 0 1 0 „E Foam, Closed Cell Foam Open Cell I 4, I 1 g. 0 .a. 'O''. R4 i i 41 a Active (With/an and manometer or other srystem monitoring device) Below Entire Skil, R10 X a•Pseinder or RID maindest Foundation Wall R10 X Seeder Permimeter Insulation Slab on Grade R5 X r Rim Joist (Foundation) R13.4 X Interior Itim Joist (14 Floor+) R13.4 X iesner Wall R19 X Ceiling, flat R44 X Ceiling, vaulted itg2It. X Bay Windows or cantilevered areas ft 444 €36- X Area over rear entry R44 X X 7 Sprayed foam + 830 Batts Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: 0.26 X Not applicable, all ducts located in cond space Solar Heat Gain Coefficient (SHGC): 0.40 R -value MECHANICAL SYSTEMS Make-up Air Select a Type per mech. code with exhaust device. Appliances Heating System Boiler - Domestic Water Heater Cooling System X Not required Passive Powered Interlocked Describe: Other, describe: Fuel Type Natural Gas Natural Gas E —'i. Electric Manufacturer Lennox Triangle Tube - 0 Sel \ Lennox Model G61MPV-60C- 091 Prestige Sob 60 ECT -52-21 XC21-048 Rating or Size Input in MIS: 88,000 H 58,000 L Input in BTUS: 16.000 Input \ 11690,BTUH Cain* in GlilanBr , ----"" 50 Gallon Output in Tem 4 TON 51,000 Structure's Calculated Heat Loss: 84,128 11°4 oitift: 50, Location of duct or sytem: Efficiency ARJE or HSPF% 95% AFUE or HSSPF% 95% MR' 18 cimm cooling I..t 50,644 Cfm's OR 'round duct Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type 'metal duct C.ombuslion 5° Air Select a Type Not required per mech. code Passive Other, describe: X Heat Recover Ventilator (HRV) Capacity in cfms: Low 117 Hugh 189 Energy Recover Ventilator (ERV) Capacity in cfms: Low: II* Location of duct or system: Continuous exhausting fan(s) rated capacity in dins: 90 elm Location of fan(s), describe: lifiathrooms Chin's 'round duct OR 'metal duct Capacity continuous ventilation rate in elms: 90 cfm Tit Total ventilation (intermittent + continuous) rate in dins: 153 c BY: E A f.7 N 'VED DATE: i31 DING .r.'..L..4"7,..ECTIONS DIVISION vrz.o. JUL 3 0 2012 Created by SAM version 052009 City of Eapli Address: 4916 Whispering Way Zip: 55122 Permit #: 102188 The following items were / were not completed at the Final Inspection on: Final grade - 6" from siding r Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope VL o e.--- 0 tiex Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or install ng an irrigation system. Building Inspector: N1IkL G:\Building Inspections\F RMS\Checklists New Construction Energy Code Compliance Certificate Per N1.101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Mailing Address of the Dwelling or Dwelling Unit 4916 Whispering Way City Eagan, MN Name of Residential Contractor Venneh'em Building Corp. THERMAL ENVELOPE rviziz/9 z,;/()D Insulation Location Below Entire Slab Foundation Wall Permimeter Insulation Slab on Grade Rim Joist (Foundation) Rim Joist (1“ Floor+) Wall Ceiling, flat MN License Number Type: Check All That Apply T Value of all T) I uliton Non of Applicable R10 R10 R13. R13.4 R19 R44 Fiberglass, Blown X Fiberglass, Batts X Foam, Closed Cell X X Foam Open Cell Mineral Fiberboard Polyisocyanurate X X X< 20108964 (TjnnehJ lllhot4G RADON SYSTEM X Passive (No Fan) pi/64 Active (With fan nd monometer or ()the.. ystem monitoring deui.e ) 2" Foamular or RIO equivalent Interior 1" Interior Interior Ceiling, vaulted X Bay Windows or cantilevered areas X Area over rear entry R44 X X 2" Sprayed foam + R30 Batts Describe other insulated areas Windows & Doors Average U -Factor (excludes skylights and one door) U: 0.26 Heating or Cooling Ducts Outside Conditioned Space, X Solar Heat Gain Coefficient (SHGC): 0.40 Not applicable, all ducts located in cond space R -value MECHANICAL SYSTEMS Appliances Heating System Boiler Domestic Water Heater Fuel Type Manufacturer Model Natural Gas Lennox G61 MPV -60C 091 Natural Gas Triangle Tube Prestige Solo 60 82V52-2 Cooling System Electric Lennox XC21-048 Make-up Air Select a Type X Rating or Size Structure's Calculated Input in BTUS: 88,000 H 58,000 L Heat Loss: 84,128 Input in BTUS: 16,000 Input 11,690 BTUH Capacity in Gallons: 50 Gallon AFUE or HSSPF% 95% Output in Tons: Heat Gain: SEER: Calcul; cooling.:.. load: 4 TON' 51,000 50,644 18 50,644 Not required per mech. °ode Passive Powered Interlocked with exhaust device. Describe: Other, describe: Location of duct or sytem: Cfm's Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: two furnaces or air source heat pump with gas back-up furnace): Select Type (e.g. " round duct OR " metal duct X Heat Recover Ventilator (HRV) Capacity in cfms: Low: 117 High: 189 Combustion Air Select a Type No required per mech. code J"PaPassive Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Continuous exhausting fan(s) rated capacity in cfms: 90 cfm Location of duct or system: Location of fan(s), describe: Bathrooms Capacity continuous ventilation rate in cfrns: 90 cfm Total ventilation (intermittent + continuous) rate in cfms: 153 cfm Cfm's " round duct OR " metal duct City of Eapli 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Date Received: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Resident/' Owner Name: iLy r Address / City / Zip: Unit #: Applicant is: Owner Contractor Description of work: S - ' 'f- 1 M -' 4-3 I I Cori .,`n vvt .i. 116/1,1/1/ G > . Construction Cost: O, 0„,0Multi-Family Build. (Yes / No ) Company: tfrilifedfid tionkitei 44.4" Contact: DdAre- of 4r,. Address: ZI 10Z401441/ /'lei j cf..pr� City:fi p/>j . St, fi ConA State Zip: ��7/ Phone: ' Zlf'" Z'T'3Email: / c Jerld iiy/,m,7kdm n e USI/- C-6"1 License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: Coezv 81a,w 1 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING F In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must ;,e completed within 180 days of permit issuance. 1�/OD Sel/14q- Applicant's Printed Name x Applican s Signature Page 1 of 3 'SUB TYPES Foundation ?fi Single Family Multi 01 of _ Plex WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%100%?c." ) Census Code # of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Level DO NOT WRITE BELOW THIS LINE q',f(1 (Jh LPorch (3 -Season) Porch (4 -Season) Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Exterior Alteration (Single Family) Exterior Alteration (Multi) Porch (Screen/Gazebo/Pergola) Miscellaneous Pool Accessory Building Occupancy Code Edition Zoning Stories Square Feet Length Width Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Roof: Ice & Water _ Framing 30 Minutes Fireplace: _Rough In Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Final 1 Hour Air Test Final Siding Reroof Windows Egress Window Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant mil ?or MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Pool: Footings Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath _Stone Lath _Brick _ EFIS Windows )° Retaining Wall: )1 Footings Backfill 2° Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: Reviewed By: _ %Old ! , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ❑❑❑❑Dino❑ Add/Change LOT SURVEY CHECKLIST FOR RETAINING WALL 4%6 y )) BUILDING PERMIT APPLICATION 4. Address: 1 f 7 1/il Applicant Name: R4.1 kdP.cSN 35 DATE OF SURVEY: /9%1//6 LATEST REVISION: **Permits required for Retaining Walls 4 feet high or greater. DOCUMENT STANDARDS • Registered Engineer signature and company • Building Permit Applicant • Address • Legal description • Lot lines/Bearings & dimensions • North arrow and scale • Street name • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS if ❑ ❑ • Property corners ❑ 7 ❑ • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) 0 0 • Elevations of any existing adjacent homes )2' 0 0 • Adequate footing depth of structures due to adjacent utility trenches O 0 • Waterways (pond, stream, etc.) _' 0 0 • At the foundation of the building and/or nearest structure PONDING AREA (if applicable) O ,,0 0 • Easement line ❑ �l ❑ • NWL ,• B' ❑ • HWL ❑ ,121 ❑ • Pond # designation O /21 0 • Emergency Overflow Elevation O 71 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • • Conservation Easements / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ RETAINING WALL INFORMATION • Location of Retaining Wall on property • Top & bottom elevation at each end of wall and any change in elevation in between • Type of material (i.e. modular block, boulder, etc.) • Directional drainage arrows with slope/gradient % Reviewed By: G:FORMS/Building Permit Application -Retaining Wails Rev. 5-4-09 Date %d/rS/�� Tom Miklya 37S - From: David Sonka <dave@landscapedesignstudios.com> Sent: Friday, October 28, 2016 5:16 PM To: dave@landscapedesignstudios.com; Tom Miklya Cc: Kevin Otte; Chris Holmgren Subject: Fwd: fence specs Attachments: 1428.pdf Hi Tom, here is the information on the system use by sport court to contain the balls within the court. they are all mounted into cups that go along the edge of the concrete. Most all of the finish height will be right at that 5 and a half 6 foot High mark. Dave Sonka 6512396460 Sent from my Verizon, Samsung Galaxy smartphone Original message From: Craig Jones <craig@sportcourtmn.com> Date: 10/28/16 3:47 PM (GMT -06:00) To: dave@landsca_pedesignstudios.com Subject: fence specs PLEASE NOTE OUR NEW ADDRESS! Craig D. Jones 680 East Travelers Trail, Suite 600 Burnsville, MN 55337 952-746-4545 MSPORT COURT Please Visit Our Website- www.sportcourtmn.com i Net Color: Height: Length: Yarn: Mesh Size: Finishing: Horizontal Pole Length: Diameter: Tube Thickness: Weight: Unit of Measure: Vertical Pole Length: Diameter: Tube Thickness: Weight: Unit of Measure: Corner Pole Length: Diameter: Tube Thickness: Weight: Unit of Measure: SFMat OR T COURT ISO 9001:2008 Certified Company Manufacturer's Specifications Ball Containment Black — UV stabilized 10' & 5' 150' & Custom #21 knotted nylon 1 3/4" square Bound on all edges Black 1" width tape 10' 1 3/8" (34mm) 16 gauge (1.5mm) 8.2 lbs 10 count box 10' & 5' 1 5/8" (42mm) 14 gauge (2mm) 10'-141bs 5' — 7lbs 5 count box 10' & 5' 1 7/8" (48mm) 14 gauge (2mm) 10'-16lbs 5'-8lbs 4 count box WHIM MIS 111111111' 1111111111111 muI 4111111111111 11111u 1111111111r 111101 1111111111111 x1111111111 11101111111111111111111110111 U111111111111111111111111I 411I11I1111 I IIIu1111q 1111111111111111 IIIIIIIIII 1111111011111111111111111111 11I11111II1I1!III11101111H1 •I!illi1!IIIll!! Document# 047001940000A 1 Revision: A 10/16/2009 Support Post Length: 3' Diameter: 1 3/8" (34mm) Tube Thickness: 14 gauge (2mm) Weight: 3.2 lbs Unit of Measure: 10 count box Corner Support Post Length: 3' Diameter: 1 5/8' (42mm) Tube Thickness: 14 gauge (2mm) Weight: 4 lbs Unit of Measure: 8 count box Straight Connector Length: 5" Width: 2" Diameter: 1 5/8" (42mm) Weight: 0.2 lbs Unit of Measure: 10 count box Corner Connector Length: 4" Width : 4" Diameter: 1 7/8" (48mm) Weight: 0.6 lbs Unit of Measure: 8 count box End Connector Length: 4" Width: 2" Diameter: 1 5/8" (42mm) Weight: 0.4 lbs Unit of Measure: 8 count box Paint Process Har¢oMel Pole Galvanized High Quality Outdoor Grade Powder Coat with substrate Phosphate protection package *Support posts are galvanized but not powder coated Colors Black orange peel - Carnage Bo t 8'8"a2 Top 01ew End C or 'I 518" vertrcal Pok x110 Cep Document# 047001940000A 2 Revision: A 10/16/2009 Additional Ball Containment Parts Bolt & Nut, Carriage — Set Aglock — 150 Ft. Pole Clip & Sleeve Cap Assembly — 1 count Self Drilling Screw — 1 count 1 7/8" Cap For Corner Posts — 20 count Tension Rod — 10 count 6' Straps for Net Positioning — 1 count 1/8" Coated Black Cable —1 count 3/16" Wire Clamp — 1 count 1/8" Aluminum Oval — 1 count 1 5/8" Cap For Vertical Pole — 20 count Cable Tie 14" — 1 count Document# 047001940000A Figure 1 - Gate Drawing 3 Revision: A 10/16/2009 4916 WPiISPERING 34A,4 7 CERTIFICATE OF''/°- RVEY Far. Venneh • • Jem 21.01-- A=07°09'43" R=168.11 y '0 N SILT FENCE BALL CONTAINMENT NE !NG SYS - 1381 .moi F'.1 hr,'ss 0 (: ) SILT Ns�ryo C7 �� FENCE Fast j C� 1/41t0,,,,,, �� ca' -- 0 re) c":" LiJIEWEDI _c 0.,.q 21� \b(' PYrc Ik.V ! 969.2 969.2 9g9.2 EAGAN ENGINEERING DEPT, PROPOS `• _. �• - ,832 SQ.FT. X�SZ�NG OR 7.8% OF LOT AREA o NNSE DRIVEWAY = 2,360 SQ.FT. n PATIOS = 988 SQ.FT. LOT 8 = 36,262 SQ.FT. o SAN. SERVICE INVERT ELEVATION PER CITY AS—BUILTS = 954.93 FEET 30.39 A=31 °39'12'/‘ - R=55.00 WHISPERING WAY \\ ' Scale: 1"=30' Page 2 of 3 James R. Hill, Inc. 0 Q31iN SV :4( pa>paq3 09179 -6£Z -1C9 :11\10Hd CLIENT: LANDSCAPE DESIGN STUDIOS, LLC r -o 0 70 0 o D L 0 () Z x ri 4916 WHISPERING WAY / EAGAN, MINNESOTA 9102/ST/OT t� A (0 3NON :31VOS N011O]S 1VOId)\l O O D C z O C C Om I-0 0 0 A < z A I M o z i 0-1 CC v w 9 z 0 p II Z N z O D z A z gA FOUNDATION SOIL REINFORCED BACKFILL RETAINED BACKFILL TYPE OF SOIL SOIL VALUES USED IN THE DESIGN OF THIS PROJECT 0 30 30 FRICTION ANGLE (DEGREES) o 120 120 C ..z C7 q uric 0 O 0 A z 0 mm 0 („> )0 z x <o?m mx-iU) 1113 Sf OIAN3dW1 • Ac • ® ry • SMD CD.®O •• mZZ • -i -o xto— co m D SC r • • • • r 0- • 0 E • OZ m• • • • • • • tom Z�Z • o cr^m eco 73 o (tOi, > 0 0 zy Z 4c • • • • • • • • o zi N • ox • vM W A • o� m • O) 2 0 • <m i mm m 0 co z 0 Q31❑N SV n 0 m pa>pag13 n r1 o • z a, til rzoz H C 0 C/1 r- r- C-) VIDS3NNIW 11\1V9V3 / AVM DNId3dSIHM 9T617 N❑I133S 11VM ,L lai i j 6uiwoJa I N m 0 N n z 0 9T02/ST/OT 3NON :31VOS c z v 1 N'o o co r c 0 C O 0 0 w m O�Z C 0 A Z0 D mI o mo 0 m mg c zm =1 0 m<oz-1 Nc o��AI o xi cmi)cm .I Zozm I- mx-1N O a FOUNDATION SOIL REINFORCED BACKFILL RETAINED BACKFILL TYPE OF SOIL SOIL VALUES USED IN THE DESIGN OF THIS PROJECT W O 30 30 FRICTION ANGLE (DEGREES) 000 UNIT WEIGHT (Ib/ft-3) 0 1113 Sf101A2l3dVH • o o. • I- ® v O®0 • D_ zoz • -+ v D • • • . • • • • • • V) 0- -i o m 73 .7_1 0 0 ▪ Z xi0xi 0mm co cri o0 ozr m z N =1▪ c • PI O • D -( • o W n ou m 0 m 0 7m N m m 0 O 0 z 0 pa>paq❑ 09179 -6£Z -I S9 :1NOHd D I'I 'SOMA'S S NJIS IU adVOSUNIVI :1\13110 Vl❑S3NNIN `NV9V3 / AVM DNIJ13dSIHM 91617 N❑I133S 11V/1 z O n z O 9102/ST/OT 3NON :31V3S n D ONINIVIAel D Z n D mI O Z N 0 C 0 o p ?N c 0 • O O - CO Z N 0 z Z v o Z N • 0 O 0 N 0 Z ✓ m v z 0 m I FOUNDATION SOIL REINFORCED BACKFILL RETAINED BACKFILL TYPE OF SOIL SOIL VALUES USED IN THE DESIGN OF THIS PROJECT 0 0 0 FRICTION ANGLE (DEGREES) 0 120 120 UNIT WEIGHT (lb/ft-3) III 1113 SIlOIN:13d11I • • NATI -1 O m Zz >0o v • v O Uri > -I 00 m Z _N 4C < G) XI 0 I z 0 2 a om -n O mo mrn N m m 0 rn 0 z c) CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI, MN 55115 TEL 651779-7700 FAX 651779-7114 www.criterium-schimnowski.com October 15, 2016 Dave Sonka Landscape Design Studios, LLC Email: dave(c�landscapedesignstudios.com RE: Segmental Retaining Wall Typical Section 4916 Whispering Way Eagan, Minnesota Project No. 16-2426 Dear Mr. Sonka: This letter includes important details regarding the attached design typical engineered sections for the segmental retaining walls at the above location. This design is based on a wall layout information provided by you on October 12, 2016. Additional information requested by Criterium-Schimnowski Engineers but not available includes: geotechnical site survey and soil data. The attached typical section(s) should be referenced for construction details. Special note should be made of the wall embedment depth and the geosynthetic fabric (geogrid) length as measured from the front face of the wall, if applicable. Refer to Versa -Lok Retaining Wall Systems Standard Specs for installation information and details. The design of the wall system assumes the following: • Single wall height: 10 feet plus cap, exposed max. (varies) • Minimum embedment depth = 12", or as noted on cross-section drawings • Soil conditions: Silty/Clayey Sand, friction angle = 30.0 degrees, unit weight of 120.0 Ib/ft3 • Allowable soil bearing capacity = 2,000 psf • Sport court surface behind top of wall • 10:1 maximum slopes at top and bottom • Block Type: Versa -Lok 6" Standard • Geosynthetic Fabric Type: Versa -Grid 3.0 • Drainage pipe: Required This wall has not been designed for ground water surcharge loads. Direct all surface drainage away from the wall. Methods to do so include but are not limited to the following: drainage swale, site grading, retention ponds, etc. Details of water control are left to the wall contractor or the site civil engineer. Please contact Criterium-Schimnowski to provide additional site assessment services if desired. LICENSED PROFESSIONAL ENGINEERS HOME & BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAL/COMM ERCIAL RETAINING WALL DESIGN & EVALUATIONS 4916 Whispering Way, Eagan, Minnesota October 15, 2016 Page 2 of 4 The wall design was performed using the design guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) published by NCMA in 2009. If soil conditions, proposed wall layouts, or other design parameters vary from that assumed, a revised analysis may be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, Paul Schimnowski, PE MN #40126 CRITERIUM - SCHIMNOWSKI ENGINEERS TEL 651 779-7700 4916 Whispering Way, Eagan, Minnesota October 15, 2016 Page 3 of 4 DESIGN PROVISIONS: 1. REFER TO VERSA-LOK RETAINING WALL SYSTEMS SPECIFICATIONS FOR SEGMENTAL RETAINING WALL UNITS AS THEY ARE INTEGRAL TO THESE PLANS. 2. SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEQUENCE AND INSTALLATION NOTES. 3. THE DESIGN OF THIS RETAINING WALL SYSTEM WAS BASED UPON THE EFFECTIVE STRENGTH PARAMETERS SHOWN ON THE "SOIL VALUES" TABLE. UNLESS OTHEWISE NOTED, NO FORMAL SOIL INFORMATION WAS PROVIDED BY THE OWNER OR OWNER'S REPRESENTATIVE. IF SOIL CONDITIONS VARY AT TIME OF CONSTRUCTION, WALL ENGINEER MUST BE CONTACTED TO DETERMINE IF A REVISED DESIGN IS NEEDED. 4. THE WALL DESIGN WAS BASED ON THE INFORMATION NOTED IN THE LETTER ABOVE. 5. REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 6. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF CRITERIUM-SCHIMNOWSKI ENGINEERS. 7. FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALL(S). UNLESS OTHERWISE NOTED, THE WALL(S) HAS NOT BEEN DESIGNED FOR HYDROSTATIC SURCHARGE LOADING. 8. THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE THIRD EDITION OF THE "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" PUBLISHED BY NCMA. DESIGN LIMITATIONS: 1. THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE PROPOSED RETAINING WALL(S) ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO HANDRAILS, GUARDRAILS, OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. 2. SITE LAYOUT AND GRADING DESIGN ARE NOT INCLUDED IN WALL DESIGN SERVICES. THOSE SERVICE ARE THE RESPONSIBILITY OF THE SITE CIVIL ENGINEER. 3. INTERNAL COMPOUND STABILITY (ICS) HAS BEEN CALCULATED FOR THIS PROJECT BY CRITERIUM. HOWEVER, ICS IS NOT A SUBSTITUTE FOR A GLOBAL STABILITY ANALYSIS WHICH SHOULD BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER. ADDITIONAL SUBSURFACE EXPLORATION MAY BE REQUIRED. SUGGESTED QUALITY ASSURANCE REQUIREMENTS: 1. A QUALIFIED ENGINEER OR TECHNICIAN SHALL SUPERVISE THE WALL CONSTRUCTION TO VERIFY SITE SOIL CONDITIONS. IF THE PROJECT GEOTECHNICAL ENGINEER DOES NOT PERFORM THIS WORK, A QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE HIRED TO ASSURE THE RETAINING WALL IS CONSTRUCTED WITH PROPER SOIL PARAMETERS. 2. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO VERIFY THE SUITABILITY OF DESIGN ASSUMPTIONS MADE BY CRITERIUM. 3. WALL EXCAVATION AND SOILS SHALL BE INSPECTED FOR GROUNDWATER CONDITIONS. THE GEOTECHNICAL ENGINEER SHALL DETERMINE ADDITIONAL DRAINAGE PROVISIONS TO BE INCORORATED INTO THE WALL DESIGN. 4. THE WALL DESIGN ENGINEER SHALL BE HIRED TO PERFORM A PRE -CONSTRUCTION SITE VISIT. 5. THE WALL DESIGN ENGINEER CAN BE HIRED FOR CONSTRUCTION OBSERVATION SERVICES. 6. THE WALL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING QUALITY CONTROL FOR THE CONSTRUCTION OF THE WALL IN ACCORDANCE WITH CONTRACT REQUIREMENTS. 7. SEE PROJECT CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK THAT WILL BE PROVIDED BY ALL PARTIES. CRITERIUM - SCHIMNOWSKI ENGINEERS TEL 651 779-7700 4916 Whispering Way, Eagan, Minnesota October 15, 2016 Page 4 of 4 TERMS AND CONDITIONS This WALL DESIGN and ensuing recommendations is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1. Standard of Service — Services performed by ENGINEER under this agreement shall be performed in a manner consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the time and in the locality the services are performed. • Client recognizes that interpretations and recommendations of ENGINEER are based solely on the information available to the company. • ENGINEER will be responsible for those interpretations and recommendations, but shall not be responsible for the interpretation by others of the information developed • Services provided reflect the professional judgment of ENGINEER, to the best of ENGINEER's knowledge, information, and belief as of the date hereof. • No other warranty or guarantee, express or implied, is made. 2. Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform and as described in WALL PROVISIONS and LIMITATIONS. 3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor, not the ENGINEER, is responsible for the construction of the project, and that ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor or material supplier; for safety precautions, programs or enforcement; or for construction means, methods, techniques, sequences and procedures employed by the Contractor. 4. OWNERSHIP OF DOCUMENTS: All reports, field data, field notes, calculations, estimates and other documents (`reports') prepared by Engineer, as instruments of service, shall remain the property of Engineer. Client agrees that all reports furnished to Client or his agents, which are not paid for, will be returned upon demand and will not be used by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services performed for a period of five years following submission of the report, during which period the records will be made available to Client at all reasonable times. 5. TERMINATION: This agreement may be terminated by either party by written notice. In the event of termination, ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date. Neither Client not ENGINEER may delegate, assign, sublet or transfer his/her duties or interest in this Agreement without the written consent of the other party. 6. To the fullest extent permitted by law, Client and ENGINEER (1) waive against each other, and the other's employees, officers, directors, agents, insurers, partners, and consultants, any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from, or in any way related to this wall design and written report, (2) agree that ENGINEER's total liability to Client shall be limited to the total amount of compensation received by ENGINEER and (3) if an action is brought against the ENGINEER and the ENGINEER prevails, ENGINEER shall be entitled to recover costs and expenses, including reasonable attorneys' fees and costs. CRITERIUM - SCHIMNOWSKI ENGINEERS TEL 651 779-7700 4916 W11iISPERING Tom, CERTIFICATE OF"'-/ For �w �r� arra w w •rrrw V 1i11C11JCIII 21.01 —._ A=07°09'43" /1 R=168,11 ', REV:./ Nco =-1 / 'Of /0? ", 6 '' l.7 Ul,LU111 RVEY -e>ri voirsorni. 1 - - .u) �, > 0,1) .,i, ' kon ids IA 4.4 r) 4431?::,:i t e, •. td. 4 s"44 Axe 10,3 4°4A Ir''C;91/1/ ri 7 rn __ �► 1I 'qq�0 f ��qti q. o4 . 7•Q /643 // I '1)/7 I /../,'N'o P`'"// I `',..1\''01 I 15'2,;<<� //14/ 11$51411.(7) TPC;W:;k II SILT FENCE)")3"..W.r> II ti) i SILT FENCE teb ta ,e):1440:4:0Neo ale Lt / 'Us i BENCH r=tri t E V i II/D-31 ° 339'12""'0.39; rn SILT rrA•F.r !-4- u''"'" \Is\ 44 � 1aqiiht 17. A tcbi n v v 1-01 i PY. •-•4 98g.2 V I 14".1c 10C - t+ w i-+ ,a 1. T T71►[n T k l -CCD TAT! -4 ilk II I • �� / / !% 9\-L- 1/ / / a .2 DVIft ru.111-11101121° r. --"V / / / / A PROPOS -- ,832 SCS•! T. Lt/ AYAI° OR 7.8% OF LOT /M b / i 4 Ism •y J" / s DRIVEWAY = 2,3bU su.t- I , ci 2% / r•7 0 . A. • .n R= 55.0 R=55.004y \ WHISPERING WAY\°"v Scale: 1°=30' Page t////t ri IVJ = foo ��.r Fl . L.HOT $ -- 36,262 SO.FT. SAN �V C i C'1/ATIrttJ e� PER CITY AS--SUILTS = 954.93 FEET O7-4 2of3 James R. Hill, Inc. i ,A. ,yam `,c, 'a % /,, EAGAN ENGlhlhl.1:11 Lij"L, PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA159589 Date Issued:01/02/2020 Permit Category:ePermit Site Address: 4916 Whispering Way Lot:008 Block: 001 Addition: Whispering Woods 11th PID:10-83960-01-080 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Kyle D Pederson 4916 Whispering Way Eagan MN 55122 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA171017 Date Issued:07/27/2021 Permit Category:ePermit Site Address: 4916 Whispering Way Lot:008 Block: 001 Addition: Whispering Woods 11th PID:10-83960-01-080 Use: Description: Sub Type:Fireplace Work Type:Gas Insert Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Kyle D & Kathryn L Pederson 4916 Whispering Way Eagan MN 55122 Glowing Hearth and Home LLC 100 Eldorado Dr. Jordan MN 55352 (952) 492-9276 Applicant/Permitee: Signature Issued By: Signature