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4927 Whispering Way PL �s��a o -BOO-' /Upy) ►�Nl��s� „08,00 For Office Use /+ I a,°,0°,0 E AGA/II ( U 0 Permit#: 172� Permit Fee: Date Received:/P11-1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 E C 1 V E �r / (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675- Staff: buildinginspections citvofeagan.com L /__<=gs a_ DEC I 7 2018 2018 RESIDENTIAL B DING PER T APPLICATION Date: 12/17/18 Site Address: 4927 WHISPERING Unit#: Name: VENNEHJEM BUILDING CORP. Phone: 9528903000 Resident/ 2500 WEST COUNTY RD 42# Owner Address/City/Zip: / ,, / Applicant is: Owner X Contractor /_/1"S Lc `S�, , (,� 1 �c 11 7 Type of Work Description of work: NEW HOME CONSTRUCTION/BACK 4 "' R TAI ,i I)L Ute '4l Construction Cost: 400'000'00 Multi-Family Building: (Yes /No ) Company: VENNEHJEM BUILDING CORP Contact: JOE Address: SAME AS ABOVE City: BURNSVILLE Contractor MN 55337 952807382mail: JOE.HILLA@VENNEHJEI State: Zip: Phone: License#: BC-108964 Lead Certificate#: If the project is exempt from lead certification, please explain why: 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 X No If yes,date and address of master plan: Licensed Plumber: RT MOORE Phone: 952-7e33759 Mechanical Contractor: BETTER AIR Phone: 507-633-1208 Sewer&Water Contractor: RT MOORE Phone: 952- 663=3759 '7% Fire Suppression Contractor: NA Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non •ublic if •u • •vide _ ific reasons that would • it the C to conclude that the are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. 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.gopherstateonecail.orq 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. xJOSEPH J. HILLA Applicant's Printed Name Applicant's Signature 1 /l S . / / DO NOT WRITE BELOW THIS LINE t97 LJP -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 _ Lower Level _ Pool Accessory Building _ WORK TYPES y 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 3 9/, 'f 0 f,5 b Occupancy .--/- C- ) MCES System Plan Review Code Edition Wine 01S SAC Units (25%_100%to) Zoning P -1 City Water Census Code Stories Z Booster Pump #of Units Square Feet 12 2-5 PRV #of Buildings Length 51) ' Fire Suppression Required Type of Construction V 2 Width 63 . e, REQUIRED INSPECTIONS )4 Footings(New Building) Meter Size: Footings(Deck) `P Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill Roof:&Ice&Water)6 F HVAC_Gas Service Test Gas Line Air Test Hood al Pool:_Footings Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace:,Rough In , .Air Test Final Siding:_Stucco Lath Stone Lath _Brick_EFIS V Insulation Windows V Sheathing e0 Retaining Wall: 4 Footings j Backfill 1..Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: / 8 m 1712;-/y/09 , Building Inspector RESIDENTIAL FEES 1 o w e12 I '✓e/ L-4,---7 n;s b ei r24, 3 ill r7' Base Fee 691, /6.5-0 Surcharge 09,9;4 T J©d? r:4,-.5 k ec\ I Z-7?Sq .Pr-t- Plan Review S, 73 MCES SAC City SAC u Pcer �e46 F :s1Ne.D i 53 I 51 . ft" Utility Connection Charge eq5, -7 3 S&W Permit&Surcharge _ Treatment Plant 7 2 t' ' iz t 15-3 99 -ft- )! Sro 'D o CopiesCID(vyepep RP R p'DRCh J " `�`� TOTAL G " l61(1_7(4. (tt'e_- Fit 5 c '/ t" S I/0 .'L'/ / Page 2 of 3 New Construction Energy Code Compliance Certificate Per N 1101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. 4/10/18 Mailing Address of the Dwelling or Dwelling Unit City 4927 Whispering Way Eagan Mn. Eagan, MN nnehjem CORPORATION= Name of Residential Contractor MN License Number Vennehjem Building Corp. BCI08964 THERMAL ENVELOPE RADON SYSTEM o Type:Check All That Apply X Passive(No Fan) a Active(With fan and monometer or other I w a U a system monitoring device) a o a d Insulation Location > o z et ei ij 0 u-"' 00 F- g iZ_u. rz• w a w Other Please Describe Here Foundation Wall Exterior R10 X R10 2"Foam Board Celli Studs/2"XP contact with dirt Foundation Wall Interior R5 _ X X R5-1-1n"Rigid at furred 214"Thermax at unfinished Perimeter of Slab on Grade R10 x Rim Joist(Foundation) R20 X Interior .. — ..-Rim Joist(1't Floort) R20 X Interior Wall R21 _ X Ceiling,fiat R50 X _ Blown Ceiling,vaulted R50 X - Bay Windows or cantilevered areas R50 X X R40 Blown maul+1-1n"closed cell spray foam Room over garage FLOOR R50 X X _R40 Blown Insul+1-1/2"closed cell spray foam Describe other insulated areas Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Ave.U-Factor(excludes skylights&one door)U: 0.29 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.32 R-value MECHANICAL SYSTEMS I Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code - Fuel Type Natural Gas Electric Electric Passive Manufacturer LENNOX RHEEM LENNOX Powered Interlocked with exhaust device. Model ML195UH090 RHE-PR 052-2 13ACX-042 Describe: lumen 84,000 Capacity in 50 Gal �ut is 3.10 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat 62,742 Heat 32,863 Location of duct or system: Structure's Calculated Loss: Gain: AFUE 950 SEER: 13 or HSPF% Calculated 37,792 Efficiency cooling load: Cfm's J "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): X Not required per mech.code Select Type Passive X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 90 High: 180 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: N/A Location of fan(s),describe: I Cfm's Capacity continuous ventilation rate in cfms: "round duct OR FLEX Total ventilation(intermittent+continuous)rate in cfms: "metal duct Created by BAM version 052009 Ventilation, Makeup and Combustion Air Calculations Submittal Form New Dwellings • Site Address y7.7 7 6.4 r t A.0f s-4-ape,, Date Contractor L?,F` A(2 MC . + Contractor Email �j ver1 .b e- ttir0�n ,eta, • _c4:frofiik. Contractor Phone S67- GG3.- 42o4' SECTION A Ventilation Quantity (Determine quantity by usir_i_g Table N1104.2 or Equation 11-1) Square feet" H/3`7T Total required ventilation /PO Number of bedrooms S Continuous ventilation O "Conditioned area including basement-finished or unfinished Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (in sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 _ 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 001-450Q7 120/60 135/68 150/75 165/83 trgM 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x (number of bedrooms + 1)]=Total ventilation rate(cfm) Total ventilation.The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both,for defrost or other equipment cycling. Continuous ventilation.A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm,shall be provided, 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 flow rate for each hour is met. y/ N BASEMENT Room1 Job #: BETTER AIR INC. Scale: 1 : 89 Performed for: Page 1 Right-Suite DUNN 607 STAFFORD LANE N. d Universal 2018 4927 WHISPERING WAY DUNDAS, MN 55019 18.0.16 RSU11649 EAGEN, MN Phone: 507-663-1208 Fax 507-663-0235 2018-Sep-19 10.0358 w.betterainnc.corn kevinb@betterairinc.com C\Users\kevin\Documents\DUNN N MAIN Room7 I EIESIBam Job #: BETTER AIR INC. Scale: 1 :89 Performed for: Page 2 DUNN 607 STAFFORD LANE N. Right-Suite®Universal 2018 4927 WHISPERING WAY DUNDAS, MN 55019 18 0 16 RSU11649 EAGEN, MN Phone 507-663-1208 Fax: 507-663-0235 2018-Sep-19 10:03 58 www.betterainnc.com kevinbc@betterainnc.com C \Users\kevin\Documents\DUNN ii N UPPER Room9 magma • I Job #: Performed for: BETTER AIR INC. Scale: 1 :89 Page 3 DUNN 607 STAFFORD LANE N. Right-Suite®Universal 2018 4927 WHISPERING WAY DUNDAS, MN 55019 18.0 16 RSU11649 EAGEN, MN Phone: 507-663-1208 Fax: 507-663-0235 2018-Sep-19 10:03 58 www.betterainnc.com kevinb@betterainnc.com C \Users\kevin\DocumentslDUNN Load Short Form Job: Date: Sep 18,2018 Entire House By: BETTER AIR INC. 607 STAFFORD LANE N..DUNDAS,MN 55019 Phone-507-663-1208 Fax:507-663-0235 Email:kevinb©betierairinc.com Web www.betterairincoom Project Information For: DUNN 4927 WHISPERING WAY, EAGEN, MN Design Information Htg CIg Infiltration Outside db(°F) -15 88 Method Simplified Inside db(°F) 68 70 Construction quality Semi-tight Design TD (°F) 83 18 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 51 HEATING EQUIPMENT COOLING EQUIPMENT Make LENNOX Make LENNOX Trade Trade Model ML195UH090-48C Cond 13ACX-042 AHRI ref Coil C35-48C AHRI ref Efficiency 95 AFUE Efficiency 13 SEER Heating input 88 Btuh Sensible cooling 25 Btuh Heating output 84 Btuh Latent cooling 11 Btuh Temperature rise 0 °F Total cooling 36 Btuh Actual air flow 1876 cfm Actual air flow 1876 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Gig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Room 1 1298 16486 9057 493 540 Room7 1298 24865 13070 744 780 Room9 1538 21391 9330 640 557 Entire House 4134 62742 31458 1876 1876 Other equip loads 0 0 Equip. @ 0.93 RSM 29193 Latent cooling 3670 TOTALS 4134 62742 32863 1876 1876 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof 2018-Sep-19 11 06:47 �2. -.......,,....-_,_, ...,„, Right-Suite®Universal 2018 18.0.16 RSU11649 Pagel ACCA CUJsersUcevin\DocumentslDUNN rup Calc=MJ8 Front Door faces: N Component Constructions Job: Date: Sep 18,2018 Entire House By: BETTE RAIR INC. 607 STAFFORD LANE N.DUNDAS.MN 55019 Phone:507-663-1208 Fax 507-663-0235 Email:kevinb@betterairinc.com Web:www.betterairinc.com Pro'ect Information For: DUNN 4927 WHISPERING WAY, EAGEN, MN Design Conditions Location: Indoor: Heating Cooling Minneapolis/Blaine, MN, US Indoor temperature(°F) 68 70 Elevation: 912 ft Design TD (°F) 83 18 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 50.7 50.7 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 74 Construction quality Semi-tight Wind speed (mph) 0 0 Fireplaces 0 Construction descriptions Or Area U-value lnsul R Htg HTM Loss Clg HTM Gain fl' BtutVR'-°F fr-Teuh 9tthle Ruh Btuh/lr Ruh Walls 12F-Osw:Frm wall,wd ext. 1/2"wood shth,r-21 cav ins, 1/2"gypsum ne 665 0.065 21.0 5.38 3582 1.22 813 board int fnsh.2"x6"wood frm, 16"o.c.stud se 612 0.065 21.0 5.38 3294 1.22 748 sw 708 0.065 21.0 5.38 3811 1.22 865 nw 921 0.065 21.0 5.38 4958 1.22 1126 all 2907 0.065 21.0 5.38 15645 1.22 3552 15B-15sfc-8:Bg wall, light dry soil.concrete wall,r-15 ins.8"thk, 1/2" ne 368 0.042 15.0 3.48 1280 0 0 gypsum board int fnsh se 352 0.042 15.0 3.48 1224 0 0 sw 201 0.042 15.0 3.18 640 0 0 nw 11 0.042 15.0 -3.4 -38 0 0 all 932 0.042 15.0 3.33 3106 0 0 FIRST FLOOR RIM JOIST: FIRST FLOOR RIM JOIST ne 45 0.240 20.0 19.9 890 7.20 323 se 44 0.240 20.0 19.9 874 7.20 317 sw 44 0.240 20.0 19.9 874 7.20 317 nw 45 0.240 20.0 19.9 890 7.20 323 . all 178 0.240 20.0 19.9 3529 7.20 1279 SECOND FLOOR RIM JOIST:SECOND FLOOR RIM JOIST ne 51 0.240 20.0 19.9 1013 7.20 367 se 39 0.240 20.0 19.9 765 7.20 277 sw 51 0.240 20.0 19.9 1013 7.20 367 nw 39 0.240 20.0 19.9 765 7.20 277 all 179 0.240 20.0 19.9 3557 7.20 1289 Partitions (none) Windows 2 glazing,dr outr,air gas.wd frm mat,dr innr, 1/4"gap, 1/4"thk:2 ne 6 0.280 0 23.2 139 24.8 149 glazing,dr outr.air gas,wd frm mat,dr innr, 1/4"gap. 1/4"thk: sw 23 0.280 0 23.2 522 32.0 721 NFRC rated(SHGC=0.33):6.67 ft head ht nw 16 0.280 0 23.2 371 24.8 397 all 45 0.280 0 23.2 1032 28.5 1267 1 4- wrightsoft- 2018-Sep-19110648 ..,. ... ........ Right-Suite®Universal 2018 18.0.16 RSU11649 Page 1 X416. C\UsersicevinOocumentsODUNN.rup Calc=MJ8 Front Door faces. N • 2 glazing,dr outr,air gas,wd frm mat,dr innr,1/4"gap, 1/4"thk:2 ne 84 0.300 0 24.8 2075 24.6 2052 glazing,dr outr,air gas,wd frm mat,dr innr, 1/4"gap, 1/4"thk: se 42 0.290 0 24.0 1009 31.4 1318 NFRC rated(SHGC=0.32);6.67 ft head ht sw 152 0.300 0 24.8 3785 31.6 4810 nw 45 0.300 0 24.8 1111 24.6 1C9 nw 16 0.280 0 23.2 371 24.2 387 nw 29 0.290 0 24.0 692 24.4 703 all 367 0.290 0 24.6 9042 28.2 10370 2 glazing,dr outr,air gas,wd frm mat,dr innr,1/4"gap, 1/4"thk:2 sw 18 0.290 0 24.0 432 30.6 550 glazing,dr outr,air gas,wd frm mat,dr innr, 1/4"gap, 1/4"thk; NFRC rated(SHGC=0.31);6.67 ft head ht 2 glazing,dr low-e outr,air gas,wd frm mat,dr innr, 1/4"gap, 1/4" sw 42 0.290 0 24.0 1009 31.4 1318 thk:2 glazing,dr low-e outr,air gas,wd frm mat,dr innr, 1/4"gap, 1/4"thk;NFRC rated(SHGC ).32);6.67 ft head ht 1D-c2ow:2 glazing,dr outr,air gas,wd frm mat,dr innr, 1/4"gap, nw 10 0.570 0 47.2 472 43.8 438 1/4"thk;6.67 ft head ht Doors 11JO:Door,mtl fbrgl type ne 21 0.600 6.3 49.7 1043 18.0 378 se 42 0.600 6.3 49.7 2087 18.0 756 all 63 0.600 6.3 49.7 3130 18.0 1134 Ceilings 16B-50ad:Attic ceiling,asphak shingles roof mat,r-50 ceil ins,5/8" 1738 0.020 50.0 1.66 2878 1.07 1860 gypsum board int fish Floors Bg floor,light dry sod,8'depth:Bg floor,light dry soil,8'depth 0.020 0 1.66 331 0 0 Fir foor,frm fir,12"thkns,carpet fir fnsh,r-50 cav ins,gar ovr:Fir 0.030 50.0 1.24 1910 0.41 623 floor,frm flr, 12"thkns,carpet fir fnsh,r-50 cav ins,gar ovr • - wrighttsoflt- 2018-Sep-19 1106:48 Right-Suited)Universal 2018 18.0.16 RSU11649 Page 2 C:WsenikaNMDocumentsOUNN.rup Cato=MJ8 Front Door faces:N 2018 FOUNDATION GUIDE : SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR,THE GENERAL CONTRACTOR,AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31,2018. DRAWING INDEX: SCOPE, INDEX,&CERTIFICATION SO USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STOOP DETAIL S15 I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 1-1-18 License Number: 46665 Signed: /t�411 /V T'r Print Name: Nick Hanson III2018 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS SCOPE,INDEX,&CERTIFICATION Project: Metro Foundations 20160 75th Avenue North,Suite A City: State:_�� Zip: 3407 Kilmer Lane sub Corcoran,MN 55340 Project Number: 8.001 Plymouth,MN 55441 Drawing Date: January 1.2018 C O T.1612-708.3571 Client: Sheet: 0 of 15 v wwwhruongroupmn.com ©COPYRIGHT HANSON GROUP LLC 2018 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT(FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR,WOOD ROOF,AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE,AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST,SNOW,AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: Pc=3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS:Pc=5000 PSI @ 28 DAYS(OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS- 1 Y2"MAX. EQUIVALENT REBAR TABLE WALLS/SLABS-%4"MAX. FOR BUNDLED HORIZONTAL BARS REINFORCING STEEL: #4-BARS-ASTM A615 GRADE 40 #5+BARS-ASTM A615 GRADE 60 (2)#4=(1)#6 TREATED SILL PLATE: SYP GRADE#2 OR BETTER ALLOWABLE SOIL (3)#4=(2)#5 BEARING PRESSURE 1,500 PSF MINIMUM (3)#5=(2)#6 1111 2018 C.I.P.CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS&MATERIALS Project: Metro Foundations SITE ADDRESS: 20160 75th Avenue North,Suite A City: State: MN Zip: Date Rev 3407 Kilmer LaneSN"8 Corcoran, MN 55340 Project Number: 8.001 Plymouth,MN 55441 Drawing Date: January 1.2018 C Tel 612-708-3572 Client: Sheet: 1 of 15 v www.hansonproupmn.eom © COPYRIGHT HANSON GROUP LLC 2018 GENERAL NOTES 1. DO NOT BACKFILL BAS:MENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 P`I. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE Fl AL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING I' INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY B PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1Y2"DEEP BY 3Y2"WIDE :Y CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WA L CENTERLINES MAY BE OFFSET UP TO 2",HOWEVER,A MINIMUM OF 2"OF STRIP FOOTING IS TO EXTEN a BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUI"ED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN ND AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE D'AINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND NSTALLATION OF DRAIN TILE,WATER-PROOFING,CONTROL JOINTS, FLASHING,AND INSULATION ARE TO B: IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SH'WN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TOY2"FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEM NT TOLERANCE IS NOT TO EXCEED Y2"• BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINI UM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRAD 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING He eK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MA BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2"MINIMUM CLEAR COVER IS ACHIEVED ON ALL SI II ES. 11.REINFORCING MAY BE :UNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRIL ED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY B DRILLED AND EMBEDDED 5"INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN eONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT OR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO B ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANC OR WITHIN 4"TO 12"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTER`ECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MI IMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF HESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. :UILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SI PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS Y2"DIA ETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CeDE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTU"ED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'' REQUIREMENTS. 17.FLOOR BLOCKING IS 0 LY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOIN S,AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. AD:QUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMEN CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF OUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. III2018 C.I.••.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELI E DRAWINGS GENERAL N'TES Project: Metro -oundations 20160 75t Avenue North,Suite A City: State:& Zip: 3407 Kamer Lane NorthCorcoran, N 55340 Project Number: 8.001 sone a n^ Plymouth,MN 55441 Drawing Date: January 1.2018 J L Tel 612.7083572 Client: Sheet: 2 of 15 www.hanwnyroupmn.eom ©COPYRIGHT HANSON GROUP LLC 2018 NOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN I I H 36"MIN i FULL HEIGHT GARAGE FROST WALL WALL I LOOKOUT WALL -I1 cn REAR FROST WALL 1 A ELEVATION • ` SHOWN FOR 1 TYP. REPRESENTATION STEP 2 x STEP PURPOSES ONLY ( -MAY NOT APPLY 6"MIN THICK CONCRETE ELEVATION FOUNDATION,SEE OTHER STEP SPACING REQUIREMENTS (2)#4 HORIZONTAL BARS DETAILS FOR MORE INFO BOTH TOP&BOTTOM OPTIONAL CONTROL JOINT 0 EXTENDED AT LEAST 24" AT EACH END OF STEP BEYOND EACH END OF STEP HORIZ.BARS TOP&BOTTOM 0 Z s N EQ. EQ. ih DETAIL B a - HIGH FOOTING MAY BE EXTENDED PROVIDED J1 BARS ARE PLACED AS 1 SHOWN CONCRETE STRIP - „ STABLE BANK FOOTING 72"MAX SPAN i of DETAIL A 2018 C.I.P.CONCRETE FOUNDATIONII SITE ADDRESS: Date Rev GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Metro Foundations 20160 75th Avenue North,Suite A City: State: MN Zip: 3407 Kilmer Lane North Suite 4 Corcoran, MN 55340 Project Number: 8.001 s3 Plymouth,MN 55441 Drawing Date: January 1.2018 Tel 612-708-3572 Client: Sheet: 3 o115 www.hansongroupmn.eom © COPYRIGHT HANSON GROUP LLC 2018 Y2"0 x 10"LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS BOLTS(7"MIN. EMBED) @ 72"O.C.MAX.OR SILL PLATE TO MATCH EQUIVALENT METAL FRAME WALL ABOVE STRAP ANCHORS 16"MAX FOR 4"THICK STEM SLOPE GRADE AWAY 24"MAX.FOR 6"THICK STEM FROM FOUNDATION 6� rSLAB-ON-GRADE BY OTHERS MIN. • i 7— OPTIONAL STEM WALL — (1)#4 x CONTINUOUS MINIMUM THICKNESS TO vHORIZONTAL BAR AT MATCH SILL PLATE TOP OF WALL 6"MIN.C.I.P.CONCRETE #4x2'-0"DOWELS @ 72"O.C.MAX a FOUNDATION WALL (5"MIN.EMBED)DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH < SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE �UNREINFORCED CONCRETE STRIP FOOTING SEE S7 2018 C.I.P.CONCRETE FOUNDATION SITE ADDRESS:IIII Date Rev GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Metro Foundations 20160 75th Avenue North,Suite A City: State:_ Zip: 3ao7Kilmer LanSu„.m e 4 Corcoran,MN 55340 Project Number: 8.001 Plymouth,MN 55441 Drawing Date: January 1.2018 S 4 Tel 512-708-3572 Client: Sheet: 4 of 15 S 4 www.MnwnQouWm.00m ©COPYRIGHT HANSON GROUP LLC 2018 Y"fa x 10"LONG ANCHOR BOLTS(7"MIN. EMBED) @ 72"O.C.MAX.OR FRAMING&SILL EQUIVALENT METAL PLATE BY OTHERS STRAP ANCHORS (1)#4x CONT SLOPE GRADE AWAY HORIZONTAL BAR FROM FOUNDATION 6" \ AT TOP OF WALL MIN. 4 – G • a = m i I_ C7Q 6"MIN.THICK C.I.P. a s LL CONCRETE W O FOUNDATION WALL < CL O I-- #4 #4 x 2'-0"DOWELS(5"MIN. o EMBED)CENTERED IN WALL @ = m 48"O.C.(SAND SOIL) a SLAB-ON-GRADE q < OR 36"O.C. (SANDY-CLAY SOIL) BY OTHERS `Y' OR 24"O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR • DRILLED AND EPDXY GROUTED a Li 'NN—UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18"MIN WIDTH FOR CLAY BACKFILL OR 16"MIN WIDTH IF 2'-6"MAX UNBALANCED BACKFILL) III2018 C.I.P.CONCRETE FOUNDATIONProject: GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Metro Foundations SITE ADDRESS: 20160 75th Avenue North,Suite A City: State:_m& Zip: Date Rev 3407 Kilmer Lane Suite 4 Corcoran, MN 55340 Project Number: 8.001 s5 5 Plymouth,MN 55441 Drawing Date: January 1.2018 Tel 612-708-3572 Client: Sheet: 5 of 15 www.hansongroupmn.eom © COPYRIGHT HANSON GROUP LLC 2018 y213 x 10"LONG ANCHOR WOOD FRAMING BOLTS(7"MIN.EMBED) ABOVE BY OTHERS @ 72"O.C.MAX.OR EQUIVALENT METAL SILL PLATE TO MATCH STRAP ANCHORS FRAME WALL ABOVE �-' OPTIONAL SLAB LEDGE CONTRACTOR IS TO PROVIDE rCONCRETE SLAB-ON-GRADE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE • , • , : ,— , t‘i SLAB-ON-GRADE IS IN PLACE N (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) Cc X , o #4x4'-0"HOOKS @ 24"O.C.BENT OR eo DRILLED AND EPDXY GROUTED o @A. 3'-0" SLOPE GRADE AWAY FROM FOUNDATION ATA GRADUAL 2% _ f \ GRANULAR MATERIAL(SAND) SLOPE PER GENERAL NOTE 6 (1)#4 x CONTINUOUS HORIZONTAL 0 {"?<: BAR AT TOP OF WALL d ' I #5 VERTICAL BARS @ 24"O.C. #4 x CONTINUOUS HORIZONTAL CENTERED IN WALL TO AID IN BARS @ 24"O.C.TYP. THE REDUCTION OF CRACKING . 8"MIN.C.I.P.CONCRETE AND BACKFILLING ISSUES PRIOR ° FOUNDATION WALL TO TOP OF WALL PINNING OPTIONAL 2"RIGID INSULATION ON INSIDE FACE AND UNDER #4x2'-0"DOWELS @ 48"O.C. MAX(5"MIN.EMBED) a SLAB-ON-GRADE FOR 24"MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) DETAIL ABOVE MAY ONLY BE UTLITIZED FOR A LENGTH OF 15'-0" 2018 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Metro Foundations 20160 75th Avenue North,Suite A Cm: State:._ Zip: 3407 Kilmer Lane SNorthtate Suite 4 4 Corcoran, ProjectNumber:MN 55340 8.001 ^ Plymouth,MN 55441 Drawing Date: January 1.2018 J Tel 512-708-3572 Client: Sheet: 6 of 15 6 www.htmwrtgrout mn.com ©COPYRIGHT HANSON GROUP LLC 2018 ANCHOR BOLTS SEE WALL � WOOD FLOOR ANCHOR INFO ON S11 , , , SYSTEM BY OTHERS FLOOR TO SILL .f. CONNECTION SEE S10 2x6 MIN SILL PLATE 6"\ - MIN ° r \- 1\ I - 8"MIN.C.I.P.CONCRETE SLOPE GRADE AWAY FOUNDATION WALL-SEE FROM FOUNDATION < REBAR TABLE S8 FOR VERTICAL REBAR .0i— i— _ 1Y2"CLEAR I 0 CLEAR HEIGHT OF 8'-0"OR LESS // 0 w (2)#4xCONT.HORIZONTAL BARS w I CLEAR HEIGHT OF 8'-0"OR MORE 0 I Q (3)#4xCONT.HORIZONTAL BARS LI J ° U 0 Q m d °a #4x2'-0"DOWELS @ 72"O.C. MAX(5"MIN. EMBED) a ° CONCRETE SLAB-ON-GRADE J _� UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING GENERAL STRIP FOOTING SIZE GUIDE DESIGNER,AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT SOIL ONE-STORY TWO-STORY STRUCTURE STRUCTURE 2000 PSF 16"WIDE x 8"THICK 20"WIDE x 8"THICK 1500 PSF 20"WIDE x 8"THICK 26"WIDE x 8"THICK NOTE:TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNER AND IS BASED ON 25'-0"FLOOR SPANS&50'-0" ROOF SPANS 2018 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Metro Foundations 20160 75th Avenue North,Suite A - City: State:_Q& Zip: 3407 Kilmer Lane uite 4 Corcoran,MN 55340 Project Number: 8.001 Plymouth,MN 55441 Drawing Date: January 1.2018 S 7 Tel 612-708-3572 Client: Sheet: 7 of 15 v I www.haneongroupmn.com © COPYRIGHT HANSON GROUP LLC 2018 LU LU LU w LU w LU LU w LU w z z z z z z z z z z z WN 0 0 0 0 0 0 0 0 0 0 0 N `" Z Z Z Z Z Z Z Z Z Z Z C Y W W LU LU LU LU LU LU LU a U o Z Z Z Z Z Zc‘i, NacD1- ZZZZZ O O O Zz Z Z CD 5 J Q 8 0 3 z eco 4) O M c.) 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Z F a Y W W w W w w LU w LU w w Z F— ON ZFJO II 0a O - z z z z z z z z z z z W N Q E o 2 - 0 o 0 0 0 0 0 o 0 0 0 J m @J 0 CIL M ♦- Z Z Z Z Z Z Z 2 Z Z Z ; N� Z a a ii II Q cn 3 OoLU LU LU LU LU LU LU LU LU Z Z Z Z Z Z Z Z Z 0 .-- cm CO E0 z z z z z z V : 'z Zoioz z W @ © 0 Ln LA F = II II ccCD W W W N CC) LiI S J J J J _ <D O iD O O O <G O O O O w w R F. - 00 00 I� W O) CO F - ilk �k C YW o 0 0 U) � V w f� in is a m LU o3cp o D o Q = II C O V WLL _ O O C LL CC au., ilio o) o z 1-1-1 LLI U Z II • 2018 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Metro Foundations 20160 75th Avenue North,Suite A City: State: MN Zip: 3407 Kilmer Lane SuNorth e 4 Corcoran,MN 55340 Project Number: 8.001 Plymouth,MN 55441 Drawing Date: January 1.2018 S 8 TN 612-706-3572 Client: Sheet: 8 of 15 v v wwwhanaonpraupmn.com © COPYRIGHT HANSON GROUP LLC 2018 NOTE:INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0"OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. FRAMING BY OTHERS VENEER OR SLAB-ON-GRADE WOOD FLOOR BY OTHERS SYSTEM BY VENEER OR OTHERS SLAB-ON-GRADE BY OTHERS FRAMING BY II , , I OTHERS SLOPE GRADE co z � 4 16"HIGH MAX x SLOPE GRADE - z i AWAY FROM 6" THICK MIN AWAY FROM tO i L FOUNDATIO STEM FOUNDATIO 16"HIGH MAX x 4" THICK MIN FOUNDATION FOUNDATION WALL STEM WALL SEE S7 SEE S4 OR S5 THICKNESS TO MATCH SILL PLATE DETAIL @ HIGH GRADE DETAIL @ LOOKOUT SIM @ NON-BEARING SIM @ FROST WALL FRAMING BY OTHERS '' WOOD FLOOR SYSTEM BY VENEER OR VENEER OR OTHERS SLAB-ON-GRADE FRAMING BY SLAB-ON-GRADE BY OTHERS OTHERS BY OTHERS -IN 'i SLAB-ON-GRADE .� �'SIL 6"MIN THICK STEM X MEN SLOPE GRADE ' SLOPE GRADE o AWAY FROM AWAY FROM ih 6"MIN THICK FOUNDATION FOUNDATION STEM #4 DOWELS @ 36"O.C. I M EMBEDDED 24"INTO f - #4 DOWELS @ LOWER WALL 36"O.C. FOUNDATION EMBEDDED 24" WALL SEE S7 .1Y2" FOUNDATION WALL INTO LOWER CLEAR SEE S6 WALL(CENTER IN STEMWALL) DETAIL @ LOW GRADE DETAIL @ FROST WALLS SIM @ NON-BEARING WI LOW GRADE 2018 C.I.P.CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: SITE ADDRESS: Metro Foundations 20160 75th Avenue North,Suite A City: State: MN Zip: Date Rev North 3407 Kilmer LaneSuite 4 Corcoran,MN 55340 Project Number: 8.001 v`^9 Plymouth,MN 55441 Drawing Date: January 1.2018 Tel 612-708-3572 Client: Sheet: 9 of 15 www.haneongroupmn.eom © COPYRIGHT HANSON GROUP LLC 2018 FLOOR SYSTEM,TYPE, 1 SIZE,AND SPACING TO BEFLOOR TO SILL CONNECTION AT DETERMINED BY OTHERS �I I EACH MEMBER SEE TABLE BELOW Y"0 ANCHOR BOLTS w/NUT&Y8"THICKWASHER TO BE COUNTERSUNK j x 2"0 OR SQUARE WASHER SEE S11 FLUSH w/TOP OF SILL PLATE FOR SPACING(7"EMBED MIN) -METAL STRAP ANCHORS TO BE 0 SEE FULL HEIGHT WALL SECTION INSTALLED AT MANUFACTURER /211dV4 L'a ON S7 FOR FOUNDATION WALL wi_ EQUIVALENT SPACING '%I�i�: REQUIREMENTS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 1Y2"OVERHANG 2x6 SILL PLATE MINIMUM (MAINTAIN 234"EDGE DISTANCE SLOPE GRADE AWAY TO BOTH CONCRETE AND INSIDE FROM FOUNDATION OF SILL PLATE)-VERTICAL LOAD TRANSFER BY SUPPLIER TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** CLEAR HEIGHT FLOOR MEMBER BACKFILL TYPE (SEE S7) SPACING SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 16" A A B 19.2" A A B 8'-0" 24" A B C 16" A B C 9'-0" 19.2" A B D 24" A C D 16" A C D 10'-0" 19.2" A D D 24" B D D CONNECTION A (4)0.131"0 x 3"TOP NAILS AT EACH MEMBER CONNECTION B (4)0.148"0 x 3"TOP NAILS AT EACH MEMBER CONNECTION C (2)0.131"0 x 3"TOP NAILS&MECHANICAL CLIPS:SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER (2)0.131"0 x 3"TOP NAILS&MECHANICAL CLIPS :SIMPSON FWANZ*OR USP LJQ" CONNECTION D OR(2)SIMPSON A35s***/(2)USP MPA1s***AT EACH MEMBER *FWANZ TO BE USED WITH A MIN. 1Y8'OSB RIM AND LOCATED w/IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. **LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. ***MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF(2)SIMPSON A35s/(2)USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2018 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Metro Foundations 20160 75th Avenue North,Suite A City: state:- bp: 3407 Kilmer Lane „e4 Corcoran,MN 55340 Project Number: 8.001 Plymouth.MN 55441 Drawing Date: January 1.2018 S O Tel 612-708-3572 Client: Sheet: 10 of 15 wwwhansonproupmn.eom ©COPYRIGHT HANSON GROUP LLC 2018 Y2"0 ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT BACKFILL HEIGHT SAND (SEE S7) (SEE S7) (30 PSF/FT) SANDY CLAY CLAY (45 PSF/FT) (60 PSF/FT) 8'-0" 7'-6" 72" 72" 48" 7'-0" 72" 72" 60,E 6'-0"OR LESS 72" 72" 72" _ 8'-6" 72" 48" 36" 9'-0" 8'-0" 72" 60" 36" 7'-0"OR LESS 72" 72" 72" 9'-6" 72" 36" 24" 9'-0" 72" 48" 24" 10'-0" 8'-O" 72" 72" 48" 7'-0"OR LESS 72" 72" 72" *Y2123 EPDXIED THREADED ROD w/6"EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) CLEAR HEIGHT BACKFILL HEIGHT BACKFILL TYPE (SEE S7) (SEE S7) SAND SANDY CLAY CLAY (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) 7'-6" 48" 24" 16" 8'-0" 7'-0" 60" 30" 18" 6'-0"OR LESS 72" 72" 36" 8'-6" 30,E 18" 12" 9'-0.. 8'-0" 36" 20" 16" 7'-0"OR LESS 72" 36" 24" 9'-6" 18" 12" N/A 9'-0" 24" 14" N/A 10'-0" 8'-O" 42" 24" 16" 7'-0"OR LESS 72" 42" 24" **APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3,Y"O EXPANSION BOLT w/6"EMBED, Y2"O SELF-CUTTING ANCHOR BOLT w/4"EMBED,OR SIMPSON FWAZ ANCHOR SITE ADDRESS:III Date Rev 2018 C.I.P.CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Metro Foundations 20160 75th Avenue North,Suite A City: State:_MIL Zip: 3407 Kilmer Lane North Suite 4 Corcoran, MN 55340 Project Number: 8.001 J C 1 1 Plymouth,MN 55441 Drawing Date: January 1.2018 Tel 612-708-8572 Client: Sheet: 11 of 15 www.hansonyroupmn.com © COPYRIGHT HANSON GROUP LLC 2018 m w m 0 aC U)w I— xLu z O I u) 0 C) 2 Z i c' H . 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FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) (2)#4 HORIZONTAL BARS 3'-0" EACH WAY MIN TOP&BOTTOM OF 5'-0"EACH WAY MAX '� �\ LINTEL EXTEND 24"MIN PAST OPENING EACH END(WOOD OR STEEL OPTION BY OTHERS) SLOPE GRADE AWAY FROM FOUNDATION .7 �4 w z w —III— L- •a•` 1' � °C _ WINDOW WELL z #4 HORIZONTAL BARS @ LADDER/ 1 0 12"O.C.CENTERED IN I I ESCAPE .'t \0 WALLS LAP AROUND MEANS BYa z — CORNERS AND HOOK OTHERS >- 2 INTO FOUNDATION WALL 1- WALL BEYOND a @ EACH SIDE(REFER TO ' �`\ O S7 FOR HORZ.BAR (1)#4 HORIZONTAL 2 REQUIREMENTS w/8" • BAR AT TOP OF WALL N C.I.P.WALLS) n. LOP 6". 0 c MIN. • 8"MIN C.I.P. 6"MIN C.I.P.—N. a ff I I =I I r CONCRETE WALL CONCRETE WALL GRANULAR3 ,1" PLACE(2)#4 VERTICAL 2 #4 VERTICAL BARS @ MATERIAL BARS FULL HEIGHT AND EACH OUTSIDE----------..4;• 1 (SAND) • • ONE ANCHOR w/IN 12"OF r, CORNER OF WELL • LOOKOUT � OPENING EACH END (1)#4 x2'-0"DOWEL @ :i SEEALL�` SLAB-ON-GRADE EACH OUTSIDE a �. �� CORNER OF WELL(5" . ti k �•+ MIN EMBED) �.�:. , ,_;a , 1UNREINFORCED CONCRETE 12"WIDE x 8"THICK MIN STRIP FOOTING SEE FULL STRIP FOOTING HEIGHT WALL SECTION S7 OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN III2018 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Dale Rev GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Metro Foundations 20160 75th Avenue North,Suite A city: State:_., Zip: se07KimerLane rth Suuite4 Corcoran, MN 55340 Project Number: 8.001 S Plymouth,MN 55441 Drawing Date: January 1.2018 14 Tr 612-708-3572 Client: Sheet: 14 of 15 www.hansongroupmn.com ©COPYRIGHT HANSON GROUP LLC 2018 1 NOTES: 1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTER WIDTH EXCEEDS DIMENSIONS SHOWN. 2. STOOP WALLS REQUIRE MINIMUM 16"WIDE x 8"DEEP CONCRETE STRIP FOOTING. FLASHING&WOOD PROTECTION BY OTHERS 10'-6"@ 8"WALL ' STOOP—\ SLAB BY 7--FLOORBLOCKING FRAMING OR 13'-6"@ 10"WALL ji OTHERS � / \ X a. 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N------ o ,(S) o, o� o'0 0 0 . i zor; 6 m o �o _ ICs)b0r - Q .c 7 c N .M MN --.-- 2 O O O 00 O ._ (0 )Q -) --9 i..<< < T. > 0 Lo M0 Y J M 8 Q 00-00-z1. N SSM CO 0000ZL 00 LLbZ z co 1- 0 Z Ln 0 , .0 m 0 M City Inspection Dept. Copy EAGAN City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development WHISPERING WOODS 14th ADDITION Lot Number 5 Block Number 1 Address 4927 Whispering Way Builder Vennehiem Building Corp. Phone Number: 952-890-3000 Contact: Joe Hilla Tree Protection Requirements: Tree Protection Fencing Installed on Site(concrete barriers used as tree protection). X Oak Tree Pruning(Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required As Follows: Attachments: X Yes (Refer to arat,I, i ttet.u,,&,,la k en 3) No EAGAN FORESTRY DIVISION Additional Notes: REVI E BY DATE H:\ghove\2018file\treepres\Tree Preservation Plan Whispering Woods 14'Addition Lot 5 Block 1 Iii-o to D m 4 Z = I ^ P u- `47jy\' "y �� 984.3S02°44'46"W b,2,.. 14,..__1_,-. 5654. Al m .5 876() r- CQI efr - -� C S I w NCS O , j cry N T,e I �0 �—e�I a A/ 2 g II ae6 .' ),..44lyD,..,y1101Y h e, c rp t J pk 1 �p Z 7° I T.4yntl7 ' ,J, g 19/ �� mco x ,rfX!£i A:. - i V, 29.50Ci 1....x O Z 984 9•°° 'PATIO ,,i2 00 F(9016%_I-15 O0 4-1x — , �► 40 Ul CO I I� 15.4 '1:;°'„ \\17. 17.7 15962 i m o �s8s I - PATIO 5 \R\ I J2,7 z 1 0 o HOUSE a, I \\ �'x 7 .3 WALKOUT) 0 qm u, , _ M j N m~m (T1 98B s I 1` \+�I m Fi$z I :21(O GAA \\\.:11 4, 4�m�\N I \ VIUN) pip�; I'.-. \�'+z 1054 \€1�� 0.46 .PORGH ?'J75.00 �r�n _ x» G) r+J�mK--'—.'19.7-0 m,°n •off m$. _ 5 (99977) \ 33.2a T in 0 0 •� 25 'PI o i (9e9.»0 I•i \ 5 ` P % �I PROPOSED N " 7.X x DRIVEWAY `� / h c% �� Wvovvv� m�I at* \/ / o qy6 n n n o n / Ann$-R D 5 L / ni \ o c 09 \.N loge, 11111-li (968.5�- saa.5,�., 52.35 t9g6 Al o g. w§ 1 N 986.2® N00°12;50"W _ �N 1° '^ N 987.3 l`(' ___ WHISPERING WAY _ jj 3 7C �3 m 3 ; N B O S S' S m f g c,,G 71 -1 CO N A w I.,t+ °,t:: :_ n C g D o 0 o n f- o m Z 'O 3 'D 1� n ' alk S Vg F, 0 9 Z O N x, ou XI :, C n w°,� -i " 0 oq u, 0 7 � g Tgsta< m .., p omrl° O c. A soc Z'p2o.14m m f 'til St "9 3 n of Pf o -i pT .Z7 T 2 Si '"? o o c N _� m m T,,' N �,,.E•a 0 al O '�Rg�v° ° m 3 = 3 ppwz„ 3 a� m d° 1 g3L.; BGm3,Z A T ms,' r d o� aK�- Siw' ak ..- m o 3.5 N c - c R�� t @ 7c be o n," n'� a °' w f p 33a � m D� E R= -Di N!� o5o019 "env f Pi N m ° ' r '� D O SO°' G � p Vl R ca 3' u n N N if,7 Z m ?i1ItJ!I F:1I! om,» odo mo ;m Dmcn° ' 0. m FZ m� "o vPP00g. m " occc 'n° �� ° g X c n 14011 _a ° ie -zi il�°� c,o o E drvgw4Ea AL 0 c a y �.iiiAo we -p� a Z 882,3. =.Mo rKw d IrU ° m 8 n. N CERTIFICATE of sir James R. Hill, Inc. -p g S A l q � ej RAMJERS/D ERS/9.111EIt SCl y m m Lot 5,01 k1,WHISPERING W0003 2500 REST COUNTY ROAD 42,51111E 120, W + { ELEVENTH ADDITION, Dd,ote County, 8t50lS tit NN 55337 MInnesota. MOW(yp2)ta0-6044 FAX(Sea)510-5744 OVo 34.3) S02°44'46"W �I �«�44-17)17l�5 4.3x 54.56 5cr V --- --- --- v' i r- u —;ir� 5 978 0 W — I— N Do I :c1 NC) p li � Z #�4." co m I co co co I 2s.5 X o 984 --- 12`00 T----I-15.00 -tA O \ co J IPAT10 co o N 081. I 0 982 ' Ul 1 '\50 ,4:0,:..1,0 °° 1 15.4 986 I I ao N COVERED o �\ D I ` o PATIO 0 \PROPOSED 11 Cr T. HOUSE Zit 7 .3 (WALKOUT) .50q,b cfl 988= 3 \' c (), 1W _ AI 2OM I' 1 ' I G AGE oo N, —17z \ I. 14, 4. wool coox is Q 12.50 1 _. °'-.FIE 981.1�f.c rn • �. PORCH co .00 0 m x &'l N N m 0_54 oy . .. • _ _ zto x m (989.7)— —Tx—J 9 977—� 33.28— i� mI9.9 N ( ) CO 5 t r PROPOS...... ..ED ,DRIVEWAY 4 , .t,. di cd)i24-- t d0. Vla 14. L _ :li •• aiL It_ \ „..-- t ms's-4,, I 'VB6 "1446 4,*� O 6 8.5) • '� t•=8g6 l� OG ZZi0 I I 8.5x 52.35 f 986 M`` NI 88.2' 0 NOO°12'50"W co,r,,,.,nE,o" P<^io= ,w 987.3 MID go.en BA aa,ort c(cowc. WHISPERING WAY _,;.;w "r. f '44C I "'� R.5It Cwtan�cf II 51-0C4 Pi,E I — — — — n.n,nk. o2},LA,.., 1 WHISPERING WOODS 11th LOT 5 BLOCK 2-TREE PRESERVATION CALCULATION WORKSHEET 11/7/2018 Property Address: 4927 WHISPERING WAY Eagan MN Development Type= Single lot residential Existing Allowable Actual Actual Required Cash Trees Removal Removal Preserved Mitigation Equivalent 14 Trees 20% 1 Trees 13 Trees 0 B trees $0 3 Trees 7.1% 92.9% MITIGATION CALCULATIONS (Applicant to mitgate: -2 Trees) Category of Tree Number of Mitigation Total To Be Removed Trees Removed Per Tree(B) Mitigation(B1 Specimen Trees 0 6 0 Hdwd Deciduous 21-30" 0 4 0 Soft Deciduos>24" 0 4 0 Conifer>24"(12"dbh) 0 4 0 Hdwd Deciduos 6-20" 0 2 0 Soft Deciduous 12-24" 0 2 0 Conifer 12-24'(<12"dbh) 0 2 0 total= 0 TOTAL MITIGATION: 0 Category B Trees MITIGATION SUMMARY Number of Mitigation Number of"B" Tree Requirement Cash Equivalent Trees Required Trees Provided Balance(B Trees) Balance 0 0 0 $0 NOTES: Total number of trees on lot to begin with= 14 Removed from Inventory due to size or dead=0 Remaining tree count at 11 to start with our calculations. Builder to remove the following: 1 -14"CHERRY (#1169) Significant Tree's=minimum of 6"in diameter for hardwood deciduous,or minimum of 12"in diameter for softwood deciduous trees or a minimum of 12'in height for coniferous/evergreen trees. WHISPERING WAY CERTIFICATE OF SURVEY For: Vennehjem Building Corp. Lot 5, Block 1, WHISPERING WOODS ELEVENTH ADDITION Tree Preservation plan Pre House Proposed Post House Development Construction Tree Preservation Construction _ Const. _As—Built Post House Const. As—Built 0 > 0> ii z w I- 0 - w I- 0 F w POINT NO. ELEV. TYPE DIA w v) 0 CC w 00 3 1 c •AS ilii-Y _ X X . 11 .1 •AK X X ii S - . x , x i _ . - - . . . - . - . Preliminary Tree Certification During a site visit on September 19, 2018 all significant trees shown and designated hereon were present and in good health, except as noted in the table above. x 0 The house has been staked. Tree fence will need to be placed outside the dripline of all significant tt trees to be saved. Future grading and construction should not have a negative effect on these trees. 2 0 By: 4 9/25/2018 By: Date: o Marcus F. Hampton, innesota L.S. No. 47481 Signature of Owner co a Scale: 1"=30' Page 2 of 2 James R. Hill, Inc. • " LOT SURVEY CHECKLIST FOR RESIDENTIAL / .5 'S/ q� pBUILDING PERMIT APPLICATION J /r'� PROPERTY LEGAL: ,I K' d3 i OA;Sie-1 rYI l t�ttd-S J 4� , DATE OF SURV : 9/Zshe LATEST REVISION: RI /8 d o ea ea..c liq .-7 b3J1'( :-fee;(lc/ k4Lj a .. O z < DOCUMENT STANDARDS ,B 0 0 • Registered Land Surveyor signature and company oia 0 0 • Building Permit Applicant 0 0 ❑ • Legal description 2' 0 0 • Address XI 0 0 • North arrow and scale .P1 0 0 • House type(rambler,walkout,split w/o,split entry, lookout,etc.) B ❑ ❑ • Directional drainage arrows with slope/gradient% 1.2' ❑ ❑ • Proposed/existing sewer and water services&invert elevation afr ❑ 0 • Street name .B ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) .$ ❑ ❑ • Lot Square Footage PI 0 ❑ • Lot Coverage ELEVATIONS Existing 0 0 • Property corners fd ❑ ❑ • Top of curb at the driveway and property line extensions / ❑ ❑ • Elevations of any existing adjacent homes '1 ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches /1 ❑ 0 • Waterways(pond,stream,etc.) Proposed /1 0 0 • Garage floor ,e1 ❑ ❑ • Basement floor ,,If ❑ 0 • Lowest exposed elevation(walkout/window) t1 ❑ 0 • Property corners 0 ❑ • Front and rear of home at the foundation Y 0 • PRV Required v PONDING AREA(if applicable) O / ❑ • Easement line ❑ 7 0 • NWL O iie ❑ • HWL ❑ / ❑ • Pond#designation ❑ j' ❑ • Emergency Overflow Elevation ❑ ix ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y g • Conservation Easements DIMENSIONS Jy ❑ ❑ • Lot lines/Bearings&dimensions -1 0 ❑ • Right-of-way and street width(to back of curb) ❑ 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) X ❑ ❑ • Show all easements of record and any City utilities within those easements A 0 ❑ • Setbacks of proposed structure and s;•4,=rd setback of adjacent existing structures / 0 ❑ • Retaining wall requirements: Reviewed By: -' 4 ! 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I--�f 40 CI .144 � �; )n 3SflOH•_ __ — ° O'o Ol O Ill n IF*- 0 W ,� �3SOd021d o0 011 dd N • (� �D � 3/�00.- rni I 986 Qui O x zo W rn \ - \ 8 $'L o W I x S.S l \4l'4l\ ` i • p '�'j _ ao I o \ 1 Za6 o I (0.186) o 0 l I oo °' -� l.f) I I o\ o IOJ�dd J X86 Z • �� (c Z96) MS'S l— L — - . 00 Z L — ri' e Q ` N m ��• Ls7 OM� IY-4 oS 6Z co �� �� loa. 0���U. ��� cs \ Li� 00 ?CC 000' 14_� O' / Y I a� � �� '�7. c_x `-` o co °j c O'co to E g co W~ cm / ` I J 0 9a I QW \ �� ° c .• • Lk.. ,,- . -g o , () Ca (3 LI1 I0o03 _J1ur — co 0 6 _ _ti() SLS s C3 SU _JL ,n zLU___ r ^ 4 `. 9S•�S Xct2s g_g, �m '14'� "E Mae�✓ ,vVOZOS rn (£'686) �p'5 /v�roc S�2p 3 w ��” to 6 co -_..• =----.............0— <-1 z o N w J a • , ktfq vii' b i_gal ,))/ 54Cr L e If 0 For Office Use• /n * :t EAGAN Permit Fee: 4690/. .sq E C E I V E Date Received: //( 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 - I (651)675-5675 I TDD:(651)454-8535 I FAX:(651)67$ NAY 2 2 2019 Staff: buildinainspections( cityofeagan.com L 2019 RESIDENTIAL Y' MIT APPLICATION , At)lcl ^) Date: Site Address: �/9c � ,�f��� /�/ �U'�'� Unit#: �� I I Name: Phone: �a 7 3 eg- Resident/ �,/ Owner Address/City/Zip: ( 5,2 7 ,--„ f/75-P c- LOQ Applicant is: Owner `Contractor f- / toil t S 0n' ll/00,1 . 1/ ype Description of work: SFS/,..� LU IA/P-2 (4.4 Tof Work Construction Cost: Multi-Family Building:(Yes /No ) Company: Contact: J c) i, /”'//19 X500 ti) C�A • q..7 -719 g ,Z -s61/l/� Contractor • Address: City: , GG State:/)Zip: P no a/: �" go7E aiae License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: 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: 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. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeanan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. 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.gooherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in confor :pace with /- 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 n• o start hout 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 play x k7LCo 3 / Applicant's Printed Name picant s Signatu DO NOT WRITE BELOW THIS LINE 'Y901 7 W h i'spe r i *`S c(P(5 SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) DSingle Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi Deck — Miscellaneous e Porch(Screen/Gazebo/Pergola) — 01 of_Plex ,e) Lower Level _ Pool _ Accessory Building WORK TYPES X 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 -4'53 -2/ 7.9 4 Occupancy 122 C \ MCES System Plan Review Code Edition kl) V) -2w)5- SAC Units (25%_ 100%Ne ) Zoning 1Z"1 City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction V& Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) 7Cl Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill X4 HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water _Final Pool:_Footings _Air/Gas Tests _Final X Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS p Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control >/. Shower Pan Other: Reviewed By: ) 400A fr}'i k- ) .r4 , Building Inspector RESIDENTIAL FEES (O/ 7, - 5.9 , 1r 7 5. Z- 3 Base Fee Surcharge ..� Plan Review /- / /2 D `t 0 it-45a9 e P /6, S-438 N 6 ,`pi's ) MCES SAC e 'iZvii: ? IS'357y 54•F?'. City SAC Utility Connection Charge 2 6 e'.)Q '.nS SSW Permit& Surcharge l 8h'Pn17":'^ `-3` 9-5-17 3 Treatment Plant Arm �v/1,.... /6 , 5 t.) Radio Meter Read Copies ,s:?. -? 1• z 3 TOTAL Page 2 of 3 4 0 Eq •4 „ , 7 u Z JCA ... q• 9. 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax:(651)675-5694 buildinpinspections( cityofeagan.com Address: 4927 Whispering Way Permit#: 153519 The following items were/were not completed at the Final Inspection on: It/5 i 1 :. !,,C ir. a«s • a 6 .. F a I'll' Final grade -6"from siding ,l / c/i I Permanent steps—Garage ii/S/1 Permanent steps— Main Entry it's", 9 Permanent Driveway 11/51 1 Permanent Gas 1 i cif °I 1 Retaining Wall or 3:1 Max Slope 'Ills ii 1 Sod / Seeded Lawn ii/S// 11 Trail / Curb Damage Porch Lower Level Finish 1t/ci r Deck ...--- Fireplace Fireplace /VC / q • 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 wor ing in the right-of-way or installing an irrigation system. Building Inspector: