The URL can be used to link to this page

2233 Wall St Use BLUE or BLACK Ink ~ - For - Office Use C~ 0 I 1 City ~ of Ea an Permit 1 I v I Permit Fee: / 1 3830 Pilot Knob Road ( L; 4 3 l Ub~~ I Eagan MN 55122 4 1 Date Received: I Phone: (651) 675-5675 Fax: (651) 675694 Staff: I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 10 Site Address: Unit s Resident/ Name: Phone: Owner Address ! City / Zip: Applicant is: Owner __Z_ Contractor Type of Work Description of work: ~f ki S_ j.04 4,4 ~wz htL__~ E Construction Cost: Multi-Family Building: (Yes ! No Company: Vt~TNJN Contact: ~%lIc Contractor Address: , 01V Y2 49 City: BW y1JGt11,U State: NN Zip: Phone: 0M License #:GI Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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: ';~I e-AOA p L,1J I Phone: ` - ~)qb Mechanical Contractor: P0 V LNG Phone: ~ U1 ' U U3- ( ` ob Sewer& Water Contractor: G . 1, PLUM 2 I 'N Phone• (0S1-3}3°(D2g9 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 they are trade secrets. _ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454.0=12 for protection against underground utility damage. Call 48 hours before you intend to dig to receive bees of underground utilities. www oooherstateonecall 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 f 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. e Exterior work authorized by a building permit issued in accordance with the Minnesota State But ing Code must be completed within 180 days of permit issuance. X_, ( -,EW -f t_)__ _~1 1111, Applicant's Printed Name Appl• gnature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES OCT 1.2 ^1113 _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi _ Deck _ Porch (ScreenlGazebo/Pergola) _ Exterior Alteration (Multi) _ 01 of _ Plex _ Lower Level _ Pool Miscellaneous _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish BuildinW _ Addition _ Move Building _ Reroof _ Demolish Interior Alteration - Fire Repair _ Windows _ Demolish Foundation Replace _ Repair Egress Window _ Water Damage Retaining Wail 'Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 4(a Occupancy G-2 MCES System Plan Review Code Edition AIV? SAC Units 1 (25%_ 1000/Ojz Zoning City Water V Census Code /O/ Stories Booster Pump # of Units ! Square Feet PRV # of Buildings / Length- Fire Sprinklers 1140 Type of Construction Width G y REQUIRED INSPECTIONS I Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final I No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: RoofIce & Water Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath Stone Lath -Brick Fireplace: Rough In Air Test -Final Windows insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector ~G gig RESIDENTIAL FEE (fi✓JL~,✓ L /3 A6 Base Fee -~QL'b / ST 96A, 4 9b-~- / Atv+ Surcharge ?J / ! G &o Plan Review / 70 00,~i 4" 0 9 MCES SAC 56?A,+• t 90;,0jQ 3G yyg City SAC rl zo r_ J J' m e /Y /G©;cvj~'G g' GGV Utility Connection Charge Ggo QV- S&W Permit & Surcharge C. 30 ?,O( /b Sp Treatment Plant 40 Fr 00 Copies .Z ~~M Pa/I~.N (Cvv~dr! a.~0,t~ 3G' TOTAL L3G/ 76'7 ,r~-- Page 2 of 3 NEW SINGLE FAMILY DWELLING - BUILDING PERMIT REQUIR MENTS OCT 2 2:'^13 Site Address: (Te5 t7 Applicant: VL-NN EW E-M &IAI .fD 1i~1 Phone Number: S'? t)LqJ®°'--3QOQ Check,,,' Appropriate Box CLW 0 One (1) signed and completed building permit application including a current contractor license number. JR 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 501.3.1 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. {,-O V- U-W, ..10 f-u a Vv VW 6M6-Ur * Please contact (651) 675-5675 if you are experiencing problems with the Centerpoint Energy software. REMODEL / REPAIR REQUIREMENTS Check ✓ Appropriate Box ❑ Two (2) copies of plan showing footings, beams and joists, label window and door openings with the manufacturing U-value, and label all exterior wall and ceilings with the R-values ❑ 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 altemative per N1102.1.3. o Engineered systems alternative per N1102.1.5. ❑ One (1) site survey for additions and decks ❑ Addition - indicate if on-site septic system LEAD CERTIFICATION EXEMPTION Check ✓ Appropriate Box ❑ The applicant is not a Minnesota licensed residential contractor, residential remodeler or roofer. ❑ The building was constructed after 1978. ❑ The structure is not residential housing or a child occupied facility. ❑ The renovation will not disrupt 6 square feet or more of painted surface per room for interior activities, or 20 square feet or more of painted surface for exterior activities, and does not involve windows. Page 3 of 3 RECEIVED New Construction Energy Code Compliance Certificate NOV 0 4 2013 Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visiible location Date Certificate Posted inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1 101.8. -11/4{13 Mailing Address of the Dwelling or Dweaing Unit city nnehjem 2233 Nail Stitet Pautus Eagan, MN ~aimc=P=a Name of Residential Contractor MN License Number Venneh'em Bu'Itdin Co !p. BC108964 THERMAL ENVELOPE RADON SYSTEM o Type: Check AN That Apply Passive (No Fan) E Active (With fan and monometer or j U FT a N. . Insulation Location a .y o E° 2 w w a4 Other Please Describe Here Ddow Entire Slab X Foundation Wall R10 X X 2" polystyrene at finished areas( Thermax at unfn. Perimeter of Slab on Grade RIO X Rim Joist (Foundation) R13.4 X Interior .I0m,jAi'o (I 'n Fkw,+) R 13A . X interior wall R19 X ctith g, flat R44 X Ceiling, vaulted R40 X X R30 Batt Insul. + 2" SPRAY FOAM $ay Windows or catiitewered areas X Room over garage FLOOR R43 Ix X R30 Batt Insul.+ 2" SPRAY FOAM Describe other insulated areas whitlows & D*ors or C**Nn# Ducts outside ColnclWaned Spoc" Ave. U-Factor (excludes skylights & one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Head fain-CceTiciefil (SHGC~ 33 iahie ECHANICAL SYSTEMS Make-up Air Select a Type lionees Beating System Domestic Water Heater Cooling System Not required er meth code Fuel Type Natural Gas Electric Electric Passive Manufacturer LENNOX RHEEM LENNOX Powered. Interlocked with exhaust device. Model ML193UH09OP48C RHE- P R052-2 13ACX-042-230+C33-4 Describe: input m 88,000 Capacity in 50 Gal Output in 3.50 Other, describe: m}>o r Tats: Rating or Size T US, Heat 75,561, Hear lion of duct or system: Structure's Calculated Loss Uain: 17419 AFUE 93% SEER: 1 g or HSPF% Calculated Efficient ccw6ng load: Cfm's .95 round duct OR Mechanical Ventilation System " metal duct r~aatissaewre Describe any additional or combined heating or cooling systems if installed: (e.g. two finnaces or air Combustion Air Select a Type source heat pump with. gas back-up furnace): Not required per mech. code Select Type Passive heat Recover Ventilator (HR V) Capacity in efts: I.ow- 95 High 190 Other; describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting (s) rated capacity in dins: NIA Location of fan(s), describe: Cfiws it7 oYniiirYtttius verililaiion7ate $r Cfi ¢s: round duct OR FLEX Total ventilation (intermittent + continuous) rate 7 "fins: Ventilation, !Makeup and Combustion Air Calculations instructions and Example These iratnxiions and bunk abMtsi form are aiva UMe at dte Widinq Safety white and at the Bonding Safety Office. The completed form nv qt be sutxr WAd at the tune of appilosdon of a medumiml peffnit for new =*Mxdon. Additicnai forms may be downloaded and primed at: www.faribaWt . Bile addneeq~ ~ .3 Ls~ IA2~ 04 convaeW pteroad Section A Ventilation Quantity (ietemOne quarfty by using Table N1 1M.2 or Equation 11-1) • Square feet (Condtihmed a • p Baserna t - finished or urdrdsheOl Totes regr ire3d ventilation i Number of bedrooms CorrdMWA VWtUtlon Dlrections - Deterrmne the total and continuous ventilation rate by erfheir using Table N1104.2 or equation 11-1. Insert the square footager total required ventilation amt continuous ventlatlon In the Mechanical Submittal form, The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates in cffn Number of Bedrooms 1 2 3 4 5 6 Conditioned space - Totait Total/ Total! Total/ TOW TOW (in sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 6G140 75/40 90/45 105153 120/60 135168 1501-2000 70140 85/43 100/50 115/58 130/65 145/73 2001-2500 80140 95148 110/55 125163 140/70 155/78 ?.501-3000 90145 105153 135188 150175 165/83 3001-3500 100/50 115/58 130/65 145/73 160180 175188 3501-4000 110/55 125/63 140!70 155178 170/85 185193 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501- 130/65 145173 180180 175/88 205/103 • 5001-5500 140/70 155/78 170/85 185/93 2DWM 2151108 5501-6000 150175 1851;83 180-/-9(-)---1-195/98 2101105 225/113 Equation 11-1 (0.02 x square feet of conditioned s ace 15 x number bedrooms + 1)) -Total ventilation rate (dm) Example: Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-tour period according to the above table or equation. For heart recovery ventilators (HRH and en- ergy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduc- tion of exhaust or out outdoor air intake, or botK for defrost or other equipment cycling. Continuous ventilation - A minimum of 60 percent of the total ventilation rate, but not less than 40 cfm, shall be provid- ed, on a continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flaw rate for each hour Is meat. Vent4matCeup•comb sir iNSTRUCTtONS.doc Page 1 Of 6 Ventilation, Makeup and Combustion Air Calculations Please submit at time of application of a mechanical perm! new constrixton. fhe address f a HVAC corillfactw Section a Ventilation Quantity (Dateertt ne quantkyr by using Table N1104.2 or Equation 11.1) Square feat (Conditioned argil including Q Basement - finished or unfinished) 6f~ Total required ventilation s,/r te Number of bedrooms Continuous ve talon 1.J Section B Ventilation Method Choose elder I tanned or exhaust only) Balanced, HRV (Hest try Vo a" or ERV {Era:rgy Exhaust only Rboovery Ventilator) - cfm of unit in low must not exceed con- Continuous fan rating &n tirruous nrrtitatioe rati more then 100%. Law oft ft h dm: / Continuous fen rafting In ~ (rye city must riot ' ! continuous verailaean more Von 12 • Section C f Ventilation Fan Schedule Description Lunation Continuous Total Ventilation Section D Controi8 Mgjgft ration and control of the continuous ventilgan Section E Make-up air for ventilation Passive (determined from calcUations from Table 501.4.1) Pawred (determined from talc Wations from Table 541:4.1 ) Interlocked with exhaust device (determined *w calculation fiom Table 501.4.1) Other, describe Location of duct or (system ventiia ion mate-up ail" Determined from maize up air o wring t Cfm Sits and type (round, frs&xVutaor, flex or rfgld) Section F Make-up air for combustion Not reo(uited per mechanical hole (too a mospheric or povrar verttdd appliances) Passive (see IFOC Apperu tx E, Wbtksheet E-1) lee and Mn pOder, describe: Notes: Instructions and example limns we avar7aW at to ding wabsike and at the SuildliV t must be aubmitled at the time of appllratlon of a mechanical peolmlt for now construetkm, Add'+tional foams may( be downloaded and prod at ltttFllwww.Cl.Isrfbardt lrm, . Directions - In order to determine the makeup air for ventilation, Table 50f.4.1 must be h71ed out (see below). For most new Installations, column A will be appmpriate, however, if kitchen hoods exceed 300 cfm, atmosphenceNy vented apph- ances or said fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is nege- Live, no additional makeup air will be required for ventilation, ff the value is positive refer to Table 501,4.2 and size the opening. Transfer the clin, size of opening and type (round, rectangular, flex or dgi Q to the last line of section D. The ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS d oonat rrhakeu air will be For canbwstion aWlancessee KAIR method for caictaa tmospheri one or mutbpie power Une or Wu-Ep a fan Ore atmospherically F iiPls vent or direct vent assisted appliance vent gas or W ap* celly vented gas or oil appliances or no com- and power vent or arse or one solid beet appliances or solid bustion appliances direct vent appliances appliance Wappliances Column D Column A Column a Column C i. 0.15 0.09 0.06 0.03 a) pressure factor cfnvs b) conditioned door area (af)(khdud- . t unfinished basements Esbmated House, Infiltration (cFm) iaxlb 2. Exhaust Capacity a) continuous exhaust-only ventlla- bon system (cfm). (not applicable to balanced ventilation systema such as HRV) 135 b) clothes dryer (dm) 135 135 135 c) 80% of largest exhaust rating (dm); (not applicable if recirculating sys- tem or if powered makeup sir is 9r electrically interlocked and mate to exhaust G 1 d} 80% of next WVest exhaust ra- ng (dm): / f % (I applicable if recirculating Sys- tem or if powered makeup air is eteetncally Interlocked and matched to exhaust Total Exhaust Capacity (cfrn)-, Za+2b+2c+2 3. Makeup Air Quantity (dm) a) total exhaust cap&* ('om above h) estimated house Ihtibubon (from above Makeup Air Quantity (drn), 13a - 3b)e~ (if value is negative, no makeup air is needed) I 4. Far makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column b there are other than tan-assisted or atmospherically vented gas or oil appliance or if two are no tibusbon appliano- as. (Power vent and direct vent appliances may the used.) a. Use this column N there is one fan-assisted appliance per venting system. (Appliances other than atmosowically vented appliances may also be included.) or one solid fuel ap- C. Ilse tints column s there is one atmospherically vented (other than tan-assists gas or oil appliances per venting system pliance. 0. Use No column if there are multiple atmosphertc* vented gas or on appliances hying a common vent or If there are alnosphehicaty vented gas or an appliances and solid fuel appliances. Pie 3 of 6 TH-E 3007 Nil NNESOTA STATE BUILDING CODE f ompiete ve,nw cornisbon apptialce Womlarian_ Furnace Draft Hood Fir AsstMed Bract lent trtpt#R-f ~"M ts~thr (Not tan assisted) i3 Power Vent { VYater H*Mr: Drab Hood -'Fan AssistW Y Direct Vert Wit: _ tt u tan Bog* t ! Powt:rVent c7 tG C jwtate the voltmtfi of the CMbustia~Apatiance Space (CAS) wntam;ng con* stun apptrancas. The CAS rides all spacer; conna*d to one another by cow contpliant open ngs. CAS Voiume: I T S h , Determine Air Changes per Hour (ACH)Detauit ACH values have been in icga Table E-t for use with f4teti'tod 4b (KAlR lam. if the year of oons1lrtK,6on or ACH is not known, use metal 43 (StaAda(d Mestttcd): ' AM Deterrnine Required volume for Combustion. Air 4a. Standard Method Total f$tufhr input of an conttyistion appliances "DO NOT CL?t,INT DIRECT VENT APPt•AANCES) Input: Btufhr. ` Use Standaf4 Method column in Tablet E• t to find Total Rid Vokwte (TRV) TRV. fit if CAS voiume (from Step 2) Is gnkaW tfaen TRY nen no outdoor op 09S are if Cf W" Volume (from Step 2) is test Om TRV taw go its STEP S. 4b. Known Air infrtlretion Rate (KAIR) W#eW 8tufhr inpx of all ian-assisted and povw vent appliances Total (DO NOT COUNT DIRECT VENT APPLIANCES) input: t~~tr Use Fan Assisted Appliances column in Table E-1 to d Required Volume Fan Asststed (RVFA) RVFiA: ft} 'tolgf SLWhr input of all non-tan-assisted. apOianoes Input Bhehr Lm Non-Fan-Assisted AQpliances column in Table EA to find Required Vaiume Non-Fan-Assisted (RVNFA) RVNM -.1 Total Required Voiuire rTRV) = RVFA + R't+MFA TRV = + If CAS Volume (from Step 2j is greater than. TRV Mw no outdoor opfr.ngs are needed. If CAS Volume (from Step 2) is less than TRV then gc to STEP S. i Calculate ;tie ratio of available interior volume to the total volume. r' r": r' f x c <t Ratio= CAS Wfume (front Step 2) divided by TRV (from Stop 4a or Step 4b) Ratio= } Catcxltate Red~utiore Factor tRF). RF = t minus Ratio RF CattC *ft sirgte wldoo' opening as it all combustion air is from oulside, 7pgal Btttthr input of all Combust*n Appliances m the same CAS (EXCEPT DIRECT VENT) Input; 8tt~n Combustion Air Opening Area ICAGA)-. Total StuFhr divided by 3OW Stulhr par 0 CAOA 1`30M Bturnr per in? .•„lrts IM, Calicuiate Minimum CAOA. Wimum CAOA = CAOA multiplied by RF Minirnm CAOA - x _ ins .Mb C,3lcuiste Co ntiusten Air Opening Diameter (CAOD) z mirnum GAGA = ~m CAOC t f 13 multiptled by the square root of Nknirt im CAOA CAOD = 1,13 1f desired.. ACH can be determined using ASKP.AE cata,Wejon or tt ww door test Fo low procedures in Section 304. 382 Load Short Form Job. Daft. Oct 17 M3 , Entfre Douse ST. URN, BETTER AIR INC. RECEIVED 607 STAFFORD LANE N., DUNDAS, MN 55019 Phow 607-663.1206 Fax 507 Email: nc trn Web: -00m Project Information - i<or: Paulin Residence, Vennehjem 2233 Wall St., Eagan, MN Design Information Htg Clg / Infiltration Outside db (°F) -15 ✓ 88 ✓ Method Simplified Inside db (°F) 70 72 Construction quality Tight Design TD (°F) 85 16 Fireplaces 0 Inside humidity 50 35 Moisture difference (grub) 55 65 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade Trade Model ML193UH09OP48C Cond 13ACX-012-230 AHRI ref coil C33-42 AHRI ref Efficiency 93 AFUE Efficiency 13 SEER Heating input 88000 Btuh Sensible cooling 27650 Stuh Heating output 83000 Stuh Latent cooling 11850 Btuh Temperature rise 76 OF Total cooling 395th Btuh Actual air flow 1022 cfm Actual air flow 1022 cfm Air flow factor 0.017 cf n/Btuh Air flow factor 0.055 cfmtBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.54 ROOM NAME Area Htg load Clg load Htg AVF CIg A {fta} (Btuh) (Btuh) {cfm) (cfm) Basement 1396 19634 3105 331 172 Entry Level 1302 13170 3970 222 219 Sunroom 154 4408 2588 74 143 Vault 169 2580 1195 44 66 Upper 1302 15898 5922 268 327 Over Garage 280 4945 1718 83 95 Entire House 4603 60636 18498 1022 1022 Other equip loads 14926 Equip. @ 0.93 RSM 20287 Latent cooling 18662 TOTALS 4603 7556 38 1022 1022 met vskm have bm + y ova rwm Calculations approve by ACCA to meet all requirements of Manual J 8th Ed. wrl h+olt" 20134Nov-0412.47.44 Rfaht-s~neO un 2Oi313.0.ca Rsu11649 Pale i ,..wft arc! a*AvU Wy+ DowmcntWaufus.rup Cift s W8 Frwtt Door ftm; N RECEIVED Component Constructions Job, NOV 0 4 2013 Date: Oct 17, 2013 Zuim. Endre House sy: BETTER AiR INC. 607 STAFFM LANE N., DlIt9 AS, MN W019 Phone: 517.66841208 Face 507 Env*: key .c= Web: bedwakiMm" Project Information For. Paulus Residence, Vennehjem 2233 Wall St., Eagan, MN Design Conditions Location: Indoor: o Heating Cooling Minneapolist5laine, MN, US Indoor temperature (F) 8 . 16 Elevation: 912 ft Design TD (OF) Latitude: 45 ON Relative humidity 50 35 Outdoor: Heating Gooling~ Moisture difference (griib) 54.6 65.2 Dry bulb (OF) 45 88 Infiltration: Simplified Daily range (°F) - 19 (M) Method Si Wet bulb (°F) - 74 Construction quality Wind speed (mph) 15.0 7.5 Fireplaces Or Af" U-r lnsul R vita KTM i C19 HTM Gain Construction descriptions r ate T T-TIStuh Walls 12E-0sw: Frm wall, stucco eA 112" wood shth r-19 v ins, 112" n 1227 0.068 19.0 5.78 7093 1.29 1577' gypsum board int fnsh, 2"x64 wood frm a 936 0.068 19.0 5.78 5412 1.29 1203 3 824 0.068 19.0 5.78 4763 1.29 1059 w 945 0,068 19.0 5.78 5463 1.29 1215 an 3933 0.068 19.o 5.78 22731 1.29 5054 Bg wall, heavy dry or light damp soil, 2"x4" wood int frm, concrete a 347 0.100 10,0 8.50 2953 1.21 420 wall, ,r-10 conti iuous, W thick: 8 avy dry or light damp soil, s 456 0:100 10.0 8.50 3875 1:21 552 2'x44 wood int frm, concrete wa , r-10 ntinuous, 8" thick w 347 0.100 10.0 &50 2953 1.21 420 all 1116 0.100 10.0 8.50 9488 1.21 1351 Partitions (none) Windows 23.8 1166. 10.5 512. 2 glazing, cr low-e outr, air gas, wd frm mat, cir innr, 114" gap, 118" n 49 0.280 0 thk: 2 glazing, cir low-e ouir, air gas, wd frm mat, cr innr,li4" gap, n 127 0:300 0 25.5 3248 10.8 1372 ti8" thk NFRC rated {S_ HC~ 2) n 25 0.280 0 23.8 595 10.5 261 n 58 0300 0 25:5 1489 10.8 629 e 58 0.300 0 25.5 1477 34.6 2002 9 23 0 280 0 23.8 536 19:4 436 s 86 0.300 0 25.5 2203 18.7 1703 W 28 .280 0 23.8 666 34.3 959 ail 455 0 0 25.0 11382 17.3 7875 Doors ZO 0.300 10 25.5 521 8.40 172 Door, wd sc type, mtl strm: Door, wd sc type, mtl strm n 72 e 20 0.130 1.0 11:0 219 3,64 .72 s 21 0.240 1.0 20.4 428 6.72 141 w 21 .0.300 1,0 25.5 536 8.40 176 w 20 0300 34.0 26.6 506 8.40 167 all 102 0.300 1.0 21.6 2209 7.13 728 2013-Now04 10:00.27 WrightSOft* Right-SWt-0 Universal 201913.0.08 RSU11649 page 1 a4C~ uA ...ante and setcingstkevinWy Doa,men wAus.ntp Cift - MA r Door faces: N eilin ,4",: Attu hailing, asphalt shingles roof ma , r-44 i4 ins, 518" 1736 0,022 44,0 1.87 3246 1.13 1967 gypsum board int fnsh C part ceiling.: C part ceiling, carpet fir fnsh, frm Or, 12" thkns, 518" 42 0.216 1.0 18.3 770 11.1 466 gypsum board int fnsh Vault Rf/ctg R40, asphalt shingles roof mat, mti f.QM, r40: Vault 158 0.020 40.0 110 269 1.25 198 Rf/cig R40, asphalt shingles roof mat, mti con r40 Floom 21A-28c: Bg fioor, light dry soil, 6.5' depth. carpet fir fnsh. 1396 0.022 0 1.87 2611 0 0 Fir floor, fm1 fir, 12" thkns, carpet Or fn -43cav ' , amb oyr: Fir 154 0.017 43.0 4.72 1 ti 0 0 floor, frm fir, 12" thkns, carpet fir fns r-43cav Iris, a b ovr part floor, carpet Or fnsh. frm fir, 12" thkns, 5/8" gypsum board int 280 0.020 410 1.53 428 0.28 80 fnsh, R43,'Part floar, rWpetftrfrrsh; frm fir, 12" thkns; 5/8" gypsum board int fnsh, R4 Rln Joists r-13.4: Joists 03A 31 0.295 13.4 9.42 292 1.75 54 Ran Joists rR-13.4. Rim Joists rR-13.4 75 0.295 114 9.42 706 1.75 131 RFCCIVED NOV 0 4 2013 2o,3-r1uw0410:09:27 ~ + wf 10tS0ft' RigM-sui 8S UnWmW 201313.0.08RSU416r9 Pap 2 1l< C+P~ ...ems anci Setting wAmnWy DovowtsPauiussup Coe ¢ MJS Fmd Door faces: N LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: C'_-. 31, DATE OF SURVE : Jd L21)3 LATEST REVISION: d a~ c L U O z Q DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company /2 ❑ ❑ • Building Permit Applicant ❑ ❑ • Legal description ❑ ❑ • Address ❑ ❑ • North arrow and scale X ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % ❑ ❑ • Proposed/existing sewer and water services & invert elevation or 0 0 • Street name X ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ 0 • Property corners fd' 0 ❑ * Top of curb at the driveway and property line extensions fy ❑ ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches je 0 ❑ • Waterways (pond, stream, etc.) Proposed ❑ 0 • Garage floor 0 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) 0 0 • Property comers ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) 0 • Easement line ❑ ❑ • NWL 0 ❑ • HWL ❑ ❑ • Pond # designation 0 I-V 0 • Emergency Overflow Elevation X ❑ 0 Pond/Wetland buffer delineation Y Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions ❑ 0 • Right-of-way and street width (to back of curb) 'T 0 0 • 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 0 ❑ • Setbacks of proposed structure an a rd se ack of adjacent existing structures ❑ ❑ Retaining wall requirements: Reviewed By: Date WFORMS/Building Permit Application Rev. 11-26-04 t 2233 WALT, STREET CERTIFICATE OF SURVEY R E C E I v w Ea 3:1 IVl x+Murn Vennehjem Building Corp. OCT 0 9 1013 or Reu 1'1141g Wall Will Be Required ~ PROPERTY DESCRIPTION: Lot 2, Block 3, WHISPERING WOODS NINTH 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 3rd day of October 2013. James R. Hill, Inc., f By IO / By. ' , ' 'At Date Harold C. Peters IEcines ` No. 12294 RAGAN ENGLNFZRING DEPT, ~ Notes: ~ l 1. Building dimensions shown are for horizontal & vertical placement of structure emotes only. See architectural plans for building o F a' F_{3ates set TiiI CV=I • 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 by James R. Hill, Inc. Denotes proposed drainage Y tc Denotes top of curb The suitability of soils to support the specific house proposed is not the responsibility of Bench Mark: 958.06 -TNH-Opp. Lots 4 & 5, Block 3 James R. Hill, Inc. or the surveyor. Proposed Garage Floor 44 Front= 961.3 3. No specific title search for existence or non- Proposed Garage Top of Block= 961.7 existence of recorded or un-recorded easements Proposed House Top of Block= 961.7 has been conducted by the surveyor as a part Proposed Lowest Floor= 952.0 of this survey. Only easements per the recorded plat are shown. 4. Proposed grades shown were taken from Bearings are on assumed datum the grading &/or development plan prepared by Scale=l'=30' N/A James R. Hill Inc. m "CO ° °o D N o n PLANNERS / ENGINEERS / SURVEYORS Bawaz MN 55337 o m co o c_n D r- * 2500 ML Ca. RneL-44Z"~' W Z N M O\ m Z Na" Sm 12Q (952)890-6244 O rn z oo m CO m PHONE (952 FAX: m ° °0 1943 94in WE NE. Sdw % Burr. MN 55449 rn PHONE (763)M-1136 FAX- (763)792-1743 2233 WALL STREET N CERTIFICATE OF SURVEY ~v For: Vennehjem Building Corp. OCT 0 9 203 ~f PROPOSED HOUSE = 2,280 SQ.FT. BURNSVILLE POND E24 OR 15.2% OF LOT AREA NWL=936.6 HWL=939.1 DRIVEWAY = 811 SQ. FT. LOT 2 = 15,014 SQ. FT. h70 / SAN. SERVICE INVERT 558 ELEV.= 948.37 43 559 o~ 562 /560 v QA, '1 + I 17- Sl L_V I I ;Po ni~nnlT 563 90 ¢ V r-\ v1-N 1 V 1 899 `ti.✓' 561 0567\ 0.898 ro <v ` / ~ry 0y„ pa~O 568 0 570 g~ 901 897 <b/ ss9 896 O 902 /gs~ O \ \ 97 BENCH MARK 895 ( ~0 /893 . 9S 7~ TOP OF SPIKE ~.J \ 890 892S 00~ . ELEV.=958.05 i .0 i o 8P17 °j 892 a0O~i°° S`S COI OPT' tip / 6 .2 \ 0 ' ` co QOJgk. J~1< 20 ~01~0/J , (5 C, ~s+ .n * i Q 2 Pte, 2 L OQ y~ /~0 O~ Q Oy Sao S ¢es j \ 2 Quo / cL 4 7 . " ~6 ~I IS O O, o' ` Q~n~ \s ,2 x'00 ~h0~ s~~' ~ ~ ~ • ~ I r1 T ti 9S 595 G C NO C^^ a,~' ~ cQ ~ ~ r~ V Q h Q 0,, o O w as Scale: 1"=30' Page 2 of 3 James R. Hill, Inc. y 2233 WALL STREET CERTIFICATE OF SURVEY For Vennehjem Building Carp. Lot 2, Block 3, WHISPERING WOODS NINTH ADDITION Tree Preservation plan Pre House Proposed Post House Development Construction Tree Preservation Constructio Const. As-Built Post House Const. As-Built 0 > z 0 > z > Ln g En z > C ~ c~is z POINT NO. ELEV. TYPE DIA (nn U X w U*) It 'Uj 0 58 940.4 CO ONWOOD 6 X 940. o 1 X 560 940.7 COTTONWOOD 9 X 1 937.8 6 562 937. COTTONWO D 6 X 3 9 WI X 567 4 AK 13 56 946. AK 10 X 569 49.4 A 1 595 95 .6 OAK 14 22 X 89 94 .9 C ON 6 X 8 1 941.9 COTT N X 892 941.7 BOXELDER 7 X 9 941.6 COTTONWOOD 8 X 894 940. COTTONWOO 9 X 89 942.2 CO ONWOOD X 8 6 942.0 OTT NW00 1 X 897 939.9 OTTONW00 X 898 939.1 CO ONWOOD X 899 938.8 COTTONWOOD 8 X 900 9 7.7 WI LOW 8' x OFFSITE TREE 570 950.5 M X 901 93 MIL O 6 X 90 9 "W 6 X Preliminary Tree Certification During a site visit on October 3rd, 2012 all significant trees shown and designated hereon were present and in good health, except as noted in the table above. o Th o e has been s ked. Tree fence will need to be placed outside the dripline of all significmt e be saved. F tur gr ling and construction should not have a negative effect on these trees. o M oe y. . Date: 10-01- Z0 k__:!5 By. Date: Harold C. Peterson, Minnesota L.S. No. 12294 Signature of Owner °S Scale: 1"=30' Page 3 of 3 James R. Hill, Inc. 2233 WALL STREET H CERTIFICATE OF SURVEY - • Venneh •em Buildin Co a For. PROPOSED HOUSE = 2,280 SQ.FT. 15.2% OF LOT AREA BURNSVILLE POND E24 OR h HWL=9391 DRIVEWAY = 811 SQ. FT. / LOT 2 = 15,014 SQ. FT. jvSAN. SERVICE INVERT ,~~V 55§\ ELEV.= 948.37 49(q-~ 0 ~ 14 %k 0 I nom' 'i 562 /560 ev ~Qa ~,4~L_~ I A i-% A K IT 563 Q~ S ~s kk v /--N I V I 900 0, V f 899 561 67 'Ir 898 11CP m`' -V 568 570 901 897 / 896 5 Q /C \ d BENCH MARK 902 0 / 895 a+ / IN, gS\,ga, TOP OF SPIKE 0 ( "O /893 894/ ELEV.=958.05 i 43 °J 890 \ V S O~c. g \ \ 891 S ,9 h 4b`'~ 01} ~o S i O' Qc~P' O / 6 92 p& vo 892 0o 20 O,o\-~ QO y~F //O Oh .O • ~ f ~ '6 LAP p 2S~ 9 Qom` Q` / / O 0 '060 CN. 6 S / 9S 9S~ / 595 I r,\ 70 ' ` \ V oG C9 Co. 4b o ea Q~ ~A o= 0 0 Scale: 1"=30' Page 2 of 3 James R. Hill, Inc. " City of Evan Address: 2233 Wall St Zip: 55122 Permit 118591 The following items were / were not completed at the Final Inspection on:~ (S r/ Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry V G fyh7`nc - n o se P 0 S ~ ~~'uJ~-1 K Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn L. Trail / Curb Damage Porch Lower Level Finish Deck X1'1 ng a /1 Fireplace yp~; njoa fz • 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 installing an irrigation system. i , Building Inspector: GABuilding InspectionsTORMS\Checklists MEMORANDUM 1 hereby certify that this plan, specification or report To: Vennehjem Building Corporation was prepared by me or under my direct supervision Re: Cantilevered Deck Joists and that I am a duly licensed professional engineer under the laws of the St a of nne ota. 2233 Wall Street, Eagan, Minnesota ; Project No. 4.120 Nick anson Date: 5-7-14 Minnesota Registration No. 46665 The purpose of this memorandum is to report the findings of a limited scope structural engineering review of the proposed cantilevered deck joists at the address above. The Hanson Group has reviewed the plan drawing provided last dated May 2, 2014. The following is noted: 1. The deck joists are reportedly 2x10 southern-yellow-pine #2 grade or better spaced at 16" on-center. 2. The joists are supported at the house by a 2x10 deck ledger to be fastened with (2) diameter x 8" long bolts through existing floor trusses at 16" on-center. The 2x10 joists are reportedly fastened to the ledger with Simpson LUS210 face mount hangers. 3. The width of the deck is approximately 18'-0" wide and supported by a treated sawn beam approximately 10'-0" away from the house. The deck joists will cantilever a maximum of 3'-0" beyond the deck beam. A 40 pounds-per-square foot live load was used for the deck design. 4. A 2x10 rim shall be attached to the end of the cantilevered deck joists w/ (3)0.148" diameter x 3" long end nails to aid in preventing rotation. The joists shall be blocked solid with full depth material over the wood beam and toenailed at each joist with (2)0.131" x 3" long nails to aid in preventing rotation. 5. Refer to the provided deck plan attached to this memorandum for all information used in this design. After our review of the above information and associated documentation, it is our professional engineering opinion that the proposed construction of 2x10 SYP#2 joists spaced at 16" on-center will be structurally adequate to cantilever a maximum distance of 3'-0" beyond the deck beam. This document applies to the limited scope partial review of the 2x10 deck joist cantilever for the deck structure only. No footing sizes, posts, beams, connections, etc. were reviewed and these should be accounted for by the Builder. All other aspects of the project are outside the scope of this document and no other conditions, areas, or further engineering within the structure was requested or reviewed. The Builder shall verify that the provided drawings reflect the existing conditions. All construction is to be in accordance with this document, standard industry practice, and the requirements of the Code. Sincerely, The Hanson Group Attachment-Provided Deck Plan K � S=i�:�.. . � %e�t5; . . . . : . � � � . .. . �� ., s.� --�a .. ITCU ALLIED ENGII��EERING C(J. AN A�..LIAMCE t)F INSTANT TESTlNG GOMPANY AND ALLtED TEST OR1LLiNG JobsiCe ar�d Laboratcuy Tesfin�g, Ge�oter�rr�ea!Senr�ce.� Commer+ciat, Residentiat arrcl Mur�icc�pat 7�25 W�st 12�h Str�,S�e� -Savage,MN 5�.3�8 T�: (952}8�-7366 Fauc {952�&�-5883 September 3, 2013 � Z Z ?j� -� 2 3 3 �- ��.�,f� � �q- t/ 5 / • H�ha Cons�uc�ion Zt1041Nest Buns�ri�e Parkhray Bumsvilte. MN 55337 __ -.----�_ RE:��=��`iixi� _ ___.._ ._ __.___. . . _ ._ _w.._ _ . _ -- _ _— _ _ -___ _ _ ._..- _�� .. ._ —_ Whispering Woods As requested, a si#e visit was made on Se�ember 3, 2U13 a# 9:55 P.M,to evalua#e soiis for the oon�o#iw�o wa�c-a�t sa�g�rt�y t��. At the time�the�c�iorts�ia�s ha�# been sh�oped a�nd�acc�rta�d fio a�!$'[�rit tsropr�d�t��e badc o�fhe�s.Tl�e on s�te so�s a�af�nm s�tdy k�rts. To assess the refative soii strength, a�8"'inch diameter smooth probe was used to penetra#e soiis at rar�iom,where the proposed house pads are to be bui�. With fuD l�dy weight applied,#he probe • }�netrated 2-4'°, ir�dicating firm sals present. , T'��was�to fhe coc�a�v�s�e to beg��apera�s and�r��r der� testing wfien�f�rst�E e�F fi�wa��ed. in our opiniar�,the observed ar�d tested sub-grade sals ane ac:aaptabie for the�aPos+�d c:anstnaction. Our obsenra�ions a�nd subseq�sv�ev�n t�ttas t�e��sc�pe�sc�co� � �w�t t�ee excatra�iat ar�ea, a�f f��i c�2t�ti�i by �p�es. . The�oEe,we�e�ta�s�b-g�ac��s.w�h�aY be e��et�d by b€�cings conduc�ed as part of a st�ndard subsurf�e gecrEechnical inves�gation. Sincerely, ETCt3��c�c��C��Y �ievi�rsd By: r'_.�� ' � �� .��.�.�.-�-. ��. �� .�. . _ t��.��t•� r�r�a��e�.#�t�� cc: 701 - 1 / #�05—1 /#610—'f� / #fi12—16 � , r ITCO A.�LIED EN�INEEF�INC� C;U. AN ALLIANCE 4F�tSTAMi'TESTING t�ANlf At�ALL�E)TEST Dti�l�IG Jo�s�La�bora�ory Tes�g,C�tnir�S� CQn��R+r�ac�ar��cf M�� 7125 West 126th Street, S�,i�+e�Q - Savage, � 55378 Telephone: (952)890-7356 Fax: {952)8�-5883 DENSITY TEST REPQRT � t�,t�-t�a � Hil�GonsfiuCti�i 2�4 West Burnsw'ile Patkway Bumsviile,MN 55337 I Proiect: YVh�o�erinQ Woods 9�'J�ddition Block 3 Lots 2�3 Date Samp�xl: 9-13-2018�9:'15 AM Repated: 9-13-2013 _w__�� ._�-ustomer - ____��er�fonne� �_._--- --__ .._.____ _ __ __ �Y' �`r. T��in`V�a�ner �__ lnptaoe Der�it�t Resutts Test N�n6er. 't 2 3 �- tor�ion: Lot�Blodc 3 L�3 Blocic 3 Lot 3 B1oc�c 3 Center c�f Cent�of Center of Lot 2 8tot:k 3 P�1 Pad Pad Basemsnt Eieva#ion: 94t 943 94-5 9�16 . �S�C�ss: C Loam C Loam Cla loam Laam . �C�N�* 92-01 12-0'! 12-0'i 12-0'! Perc�nt�: 90.0 9.1 9.0 7.8 Optirrwm 1►Ao�e: 9.1 9.1 3.1 9.1 Relative Moisture,Percent: 194} 1� 99 8t? ��Y,�: 1321 137.8 134.2 i 32.4 S#andard Ma�timum.Dry Dertsityr,PCF: 13t}.4 13t}.4 130.4 13t1_4 Retative DensitY,Percent 1U1 1Q1 1Q3 1t}2 Reqe�ired AlGnimum: 98 98 98 98 Ftetnark� Copi�To: Charqe Cafes: A�Iobilization #701 0 Jobsite Time #6t31 1 ' Charge Per Test �Kit� 4 N� �&12 16 :.y+� '��r.��.�e�c�- Si� � '�- Gordon I.Kopacek,Professiona!F.t�gineer-Rsgistratian No. 7234 � . ` ITCO �►.LLIED �l�i�I�'�E�RIN� C(J. AN AlI.IANCE OF INSTANT TEST��tG CQ1�ftPANY AND ALLIED TEST�RILLiNG Jobsite and Laboratory Testing, Geotecl�nical Senrices; Commercial, Resi�fentia!and Mlunlcipaf 7125 West 12fith Stre�#, S�it� #500 - Savage, MN 55378 Telephone: (952} 890-736fi Fax: �952) 890-5883 �o�-emb�r 7. ''Ql� Mr. Paul Hilia Hilla Consh ucti4n 2404 West�urnsvill�Farkway - _ _ , _ _ . _ _ -_ - __ _____ _ .__ ____ __ -Burnsvi11e.1VIN 55337 _ Projec#z 2233 �all Street.Eagan. \�ti(«'hisgerina�Z`�ods—9�'�ddition) Da#es of InspeMian:�ot=�;mber 6,?013 At the request af Hilla�onstruction,a site��isit was conducte�i on?�o��ember 6,2013 aro�nd 3:30 p.m. ta evaivaxe the soils t12at wili be underlying footin.gs for the praposed residence. At the time of arrival,the footing trenches had exposuzg brown loamy sand,uith the exception of the reaz frast footings,which were under excavation while on si�te. Upon arrival,a 5/8" steel probe was used to test the footing trenches.The areas were relatively uuiform with t�e probe penetrating between 2—6"indicating a relatively f�m cc�nsistency.Plans by Vennehjm Building Corpora.tion w�re made avazlable for review. To evalua�e the bearing capacity of the vnderlying soils a DCP at each site lacation was performed. The dynamic cone penetrometer{DCP),uses a eight kilogram(17.6 pound)hammer to drive a 2d millimeter diaineter conical paint into th�soil,��°ith the penetration r�corded in millimeters per bloR�-. From the DCP reading,a per b�ov��;penetration average u-as recarded and a l�-value deri�:ed. This N-vatue is an empirical relahonship we have establishe.d to equate the dynamic cone data to the more famitiar blows per foot{BPF�standard penetration soii boring test.The res�its o€these tests are shown below. Test#1--Sou#h Garage Fa�ting—Centerline DCP Denth Per Blow Avg,,/N-Value Estimated Load 180 mm(7.1"j 13 mm / N-24 �4000 PSF Test#2—Southwest Corner of Future Stora�e Raam DCP Depth Per Blow Av�.!N-Ztaiue Estimated Load ' 185 mm(7.3"� 12 mm / N-24 >4000 PSF Test#3-East of Eacterior Starage-Center of Frost Footin� DCP Detith Per Blow Avg. /N-Va1ue Estimated Load 185 mm{7.3") 14 mm / N-24 >4000 PSF In aur opinion,the obsern-ed and tested sub-�rade soils are acceptable and would be e�ected to meet an assum�d miniruum bearing capacinF r�quir�ment of 2000 PSF,for the proposed cvnstruction Our obser��ations and su�►s�quent soil et�aluati�n on thi�date is limited in�cope to soil conditions obserc°ed��-ithin.the�:�car�°at�on ar�a, and to th� depths achie�-ed b��shallc�t{-han�t probes. Thzrefore> t�-e are unable�rs as�ess�ub-grade soiis,��hie�ma�°be encount�-e�b��borings�car�duct�d as part of a standard subsurface�eotechnical in;-z�ti�ation, ITCO Allied Engineerin�Company �-'.�`--�I._`"1�.� _ ,t,?C�r--�-� �"_'� _ ._ _ .. +�� Joe Carison. E.I.T Robert P. Sullentrop,P.E. Inspector Regis�ration�o. I7823 Copies To: � Charge Codes: f nspec#ion #605- 1 Miieage #612 -� 1 fi DCP's #304--3 PE Time #6't 0—0.25 I . . Use BLUE or BLACK Ink � For Office Use---------� . ��- � � j Permit#: � � � �� Q� ��.�t��. �E��IVEQ � �ZZ, � � Permit Fee: � 3830 Pilot Knob Road I .��- I Eagan MN 55122 JU� � � ��14 � Date Received: � � Phone:(651)675-5675 I r/�/ I Fax:(651)675-5694 I Staff: �7C1 I ' -------Q�� 2014 RESIDENTIAL BUILDING PERMIT APPLICATION C f��-�`-� Date:7—2�''/�/ Site Address: ��-�3 �✓c�l' S�: Unit#: � � ;:1-:> r �� '�� Name:��-55� F�-v��y Phone: ��Z' �3Z�-L>75� ;_ ��'1� ' . (��,s� -' ' Address/City/Zip:�3.� y./u.l� S�-, . fLwc,u r. ; S S t L Z �:�F�� , : Applicant is: �Owner Contractor ' ° Description of work: �'.QC:-�C �,'�Y�e c}f�fCJ�� , Construction Cost: ��'J�O,`'f' Multi-Family Building: (Yes_/No �C ) „ Company: Contact: � , �� " Address: City: �Ol'�f�`��'��Ji�' Y,�- �� , ' State: Zip: Phone: Email: ' License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) �� COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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: NQ��"E��1an�an�aC�r��ing do��trr�nt��hat yc��rbr�a�fi are�arrs�d'er�tl��lae publrc E►�fi�rm��t Partro�rs vf #,��r�f�srm�#io�r n��lass�fied as t��p�rl��`�°�f y��prc��de s;pe��flc reasc�n�t[�a��r��t�t�= �y fr�� .: , 6�.. ;- ...,_�. �,�.... `��..� ��uate�`l�a�� :,�r�t��..,.. ` ,r � � � � 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. ,vv��v,.qopherstateonecaEi.arq I hereby acknowledge that this information is complete and accurate;that the worlc 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 be completed within 180 I days of permit issuance. x �e55� Ce��S x !��` Applicant's Printed Name Appli nYs Signature Page 1 of 3 , * Z2�3 3 i,�� I � , DO NOT WRITE BELOW THIS LINE l �� I SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) _ Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi �; Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex T Lower Level Pool Accessory Building WORK TYPES � New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation �,�� Occupancy ��-i2 C �-- MCES System Plan Review Code Edition Zpa SAC Units (25%_ 100%� Zoning � City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction _�� Width RE�UIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) �Q Final/No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool:_Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls Other: � e�,�, Reviewed By: v�'I `� , Building Inspector RESIDENTIAL FEES ��` �� /�/� �D,� _ �� t1� � .� Base Fee �� ( Surcharge Plan Review MCES SAC � . City SAC ��?�.n � �f') ( � �� C�' � J Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ' } . .>-�....,,� ~--.,�s.� 2233 WALL STREET � �E RTIFI�ATE a F S�,TFF��"�JE Y For: �ennehjem Building Corp►. /�, PROPOSED HOUSE = 2,28� SQ.FT. � BURNSVILLE P4NQ E24 / � OR 15.2� OF LOT AREA HWI..=9 9.�1 �-- j "��' DRf VEWAY = 811 SQ. FT. � �OT 2 = 15,014 SQ. F�T. �� , 0 1 `� SAN. SERVICE INVERT t0,� /�� / 5��' � ELEV.= 948.37 I f559 • ��--� �' /�. I !'1 T � �� 2 / 560 �v \ fi Q \ St L_LJ 1 1 � /h} w 563� ��.Q4,�" �� i A /� � n I"T � g �t�,,t �, s �� V/�v!�1 V I ,,� g - � • `�,.:1 561 �Pr<,�' �� j 899 �Phw� �567 t31�t��• � Q 898 /� ;7 'Q` f Fs �� "v �/ � _ ';' �' ��. ��0�568� . ��57d / + � � 897/ '� --- Q�/__� s�� rr g� 901 - $96 ,�C��J �.�. �'�j<� �,�j� �� 902 � � e�" � V °j \ �9� � BENCH MARK $g� � 'c'> �-r,� �, . 9s �� TOP OF SPIKE � ; rD /893 894 e`�' ��' g,,�� `�s �p �S,pph . � ELEV.-958.05 ,� � 890 �� 2 • {�`� � �'`., O S � �� + `�/ 891 �, � '� . ' ,�t�• •S t��v ' s.� ``�c, � �� 1 �5 m �o c. ' � P O 9 � 9 �,�''� " '�v' � �,�r, �. °'�`�' ♦ 892 e��O+ yd �Sys S`sc��d1 c�� `4� � 6?'`� > G ` b' �.b� o o> °� a� � O �c. �1 .� � � ` �a ,��-��o��..�J � � {p g�o�p�o� �� .g6��°,�a �.� Q �. "3 l. Q � 4 'O � �6 �y�P .2S� ��0� O ,/ g� . ♦. � /j/ j,� 9\ �� ° � � �°�.�� ss o � �� ,, � ��,°,��J'� �� `�.,;'�� ' h� �s ��°a �o O�� t� � - , R ' o �o s��«.- / � , �. , �� 9 � ��, g s �� °_�ti� � �� ,�-co o,��s "�s 9s�r _� / � �L�� j�� I�� t /��" � .?� � 595 / .i � �f� V`� _` L_v i ..� � `'� F':�'1 /Q�. �l/ V . ��, '° �' . � � � . ' 9�3 f �`'�G �/�� OJ� �., -__ q.�y^. / � ` � � ` � �„2-Q�.�,� `�o� � � `t �G/ �� y„ k O �t��. �O ti ��f �[•� O �� p �� Q� ��=qo y �� h �� O / '�� \3°°� �' � o � �, Jf��°` � � Scale: i"=3�' Page 2 af 3 Jam.es R. Hill, Inc. ' Use LUE or BLACK Ink � For Office Use � /�' ` I �( � ' RECEIVED � ��/�� (� � � �� ' Permit#: I � � �. � � �.�� NOV 1 p �� i � �,i � Permif Fee: • � 3830 Pilot Knob Road -� Eagan MN 55122 � Date Received: �� l� j Phone:(651)675-5675 I ,� �I Fax:(651)675-5694 I Staff: �l I I I �� J 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ��'��I., Site Address: �Z�� 1��1� 5�= Unit#: ' ° Name: Je SS� I iz.v I vS Phone: ��'S�Z'V 75Z F��[��Il'�/ ,a ('�� ,: Address/City/Zip: ��3 Wi..i I $'�. : L��.;�;,� , .$S 1 ZZ �y Applicant is �Owner Contractor �� ` Description ofwork: Fi��s�. �o�c�,- �eXc� b�ravL,� . ��(��Q'�� ' Construction Cost: Multi-Family Building: (Yes /No� ' Company: Contact: G��,�� ` Address: City: _ _,.; i State: Zip: Phone: Email: License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: I � COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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: _, _ �, , NC�TEc.P"lans ar�d��rp,pt�rtin�r aa�c+urnents#h�t ycr�su�rm►t,�r��dered�tcr f��p��r1t��ra��t�ra�. �rt►vns�� th��e�forrr�afr�r�,r�ay b��s�er�a��r.�p��rli�►f yt��r��`��f�c re�svr�s��,�l�i'perrr��t tl�e��f�r#rx ; . ; ;' ' c��f�rd�t��t the :�re��d`��ecr�ts. ' �:y-��`�� 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. vv�vw.aopherstateonecall.nrt� 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 authorixed by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. X J ess� P�.,�t�s X �_ �'��--- Applicant's Printed Name App cant's Signature Page 1 of 3 . -� .--� -� .-� . 1 �' � � ,_� �� ti . DO NOT WRITE BELOW THIS LINE / ��- � SUB TYPES _ Foundation Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) _ Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ peck _ Porch(Screen/Gazebo/Pergola) Miscellaneous _ 01 of_Plex �C Lower Level _ Pool Accessory Building WORK TYPES �ed��'^'� _ New �( Interior Improvement _ Siding Demolish Building* _ Addition _ Move Building _ Reroof Demolish Interior _ Alteration _ Fire Repair _ Windows Demolish Foundation _ Replace _ Repair _ Egress Window Water Damage _ Retaining Wall •Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation � �a=— Occupancy ��C--� MCES System Plan Review Code Edition I�l1✓1 201.� SAC Units (25%_ 100%�) Zoning �( _ City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction y�_ Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) �D Final/No C.O. Required Foundation � HVAC_Gas Service Test Gas Line Air Test Roof: Ice&Water _Final Pool: Footings _Air/Gas Tests Final � Framing Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath Stone Lath Brick � Insulation Windows Sheathing Retaining Wall:_Footings_Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Other: Reviewed By: �1 fl Yv` m�, , Building Inspector RESIDENTIAL FEES Base Fee �C�c��Lmp n,� -Z c� a S�. �T Surcharge Plan Review � 2 0 � �-a 5 �• ,�?- MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3