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643 Parkside Ct
/h n' nvi r # /41/45- 1'i Gk3 SCOPE: DESIGN AND DETAILING OF STEPPING DOWN FOUNDATION WALLS WITH GRADE FOR STANDARD RESIDENTIAL CONSTRUCTION. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. REFER TO DREWS CONCRETE, INC.'S MASTER C.I.P. CONCRETE FOUNDATION WALL DRAWINGS PREPARED BY ULTEIG FOR MORE INFORMATION. THIS DOCUMENT WILL EXPIRE ON 12- 31 -11. NOTES: 1. THIS DOCUMENT APPLIES TO STRUCTURAL ONLY. REFER TO HOUSE PLANS FOR MORE INFORMATION. 2. DRAIN TILE, DAMPPROOFING AND /OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 3. USE A MINIMUM OF (2) ANCHORS FOR EACH PORTION OF SILL PLATE. PLACE AN ANCHOR WITHIN 12" OF EACH END. 4. PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR AT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 5. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. BRACE AS REQUIRED. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. 6. CARE IS TO BE TAKEN BY THE CONTRACTOR TO MINIMIZE SHRINKAGE CRACKING AT WALL STEP -DOWN LOCATIONS. MATERIALS: CONCRETE: AGGREGATE: REINFORCING: 3000 PSI @ 28 DAYS FOOTING - 1 1/2" MAX WALLS - 3/4" MAX #4 BARS - ASTM A615 GRADE 40 #5 BARS & LARGER - ASTM A615 GRADE 60 CODES: MINNESOTA STATE BUILDING CODE w/ AMENDED IRC BY: E CAN DATE: fAnksci) ED BUILDING ft' TCTIONS DIVISION Rev Date Designed By: Ryan Mack SCOPE & NOTES STEPPING DOWN WALL WITH GRADE FOR STANDARD MN RESIDENTIAL CONSTRUCTION Drews Concrete, Inc. 19170 South Fork Drive Prior Lake, MN 55372 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: 7 -26 -10 License Number: 45470 Signed: Print Name: Trevor\Axner Project Number: 10.01648 Drawing Date: July 26th. 2010 Sheet: 1 of 2 1 5201 East River Rd Suite 308 Minneapolis, MN 55421 Tel 763 -571 -2500 Fax 763 - 571.1168 www.utteig.com © COPYRIGHT ULTEIG ENGINEERS INC. 2010 XV J ..17 • 4 ' ' 4 ' . d . •' , 4 . - • /6AX. r Aar . N fl p 4 Q SEE BASEMENT WALL DETAIL 9R 'L. ' 0 • 57• U 4 . er.. .. ci364 O • Ni O Q MI . a 2 . . 4 a -� I • ° . • N a . • ' O Q Ll w Q ` 'A;; . } Y .v'��x "; Vi'1•'•iy <1 >,y3;t: :'�F 5e-if.k. Y2., I,.. ii, ...p....S'AV,.:f7iv'+ { : {.i!{,.t.•;wSi:`i:!' • •• 4 4 • 1 SCtC 141• NOTES: 1. THE SECTIONS SHOWN BELOW REFERENCE THE MASTER CAST -IN -PLACE FOUNDATION WALL DRAWINGS. REFER TO THESE DRAWINGS FOR MORE INFORMATION INCLUDING WALL THICKNESS, REINFORCEMENT, AND FOOTING SIZES. AT NON- BEARING WALLS, LOCATE BLOCKING DETAILS / S14) AT END OF FULL HEIGHT WALL SLAB -ON -GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS WALL ELEVATION VIEW OF STEPPED FOUNDATION WALL FROM OUTSIDE PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE Q 2 0 Rev Date Designed By: Ryan Mack WALL ELEVATION STEPPING DOWN WALL WITH GRADE FOR STANDARD MN RESIDENTIAL CONSTRUCTION Drews Concrete, Inc. 19170 South Fork Drive Prior Lake, MN 55372 1 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: 7-26 -10 License Number: 45470 Signed: Print Name: Trevor Axner Project Number: 10.01648 Drawing Date: July 26th, 2010 Sheet: 2 of 2 S2 5201 East River Rd Suite 308 Minneapolis, MN 55421 Tel 763 - 571 -2500 Fax 763 -571 -1168 www.ulteig.com © COPYRIGHT ULTEIG ENGINEERS INC. 2010 Piqf SUB TYPES _ Foundation _ Fireplace Single Family _ Garage _ Multi _ Deck _ 01 of Plex _ Lower Level Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25 % 100% 4,) Census Code #of Units # of Buildings Type of Construction REQUIRED INSPECTIONS `)( Footings (New Building) Footings (Deck) Footings (Addition) 7C. Foundation Drain Tile Roof: Ice & Water _ Final )( Framing Fireplace: Rough In y Air Test )( Insulation Meter Size: Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL DO NOT WRITE BELOW THIS LINE 5, Interior Improvement Move Building Fire Repair Repair 1 0/ 7E 5-IOccupancy Code Edition Zoning Stories Square Feet Length Width Final Z' Porch (3- Season) Porch (4- Season) Porch (Screen /Gazebo /Pergola) Pool Siding Reroof Windows _ Egress Window *Demolition of entire building - give PCA handout to applicant . Y I /Y) rvo-ori Storm Damage Exterior Alteration (Single Family) _ Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Water Damage MCES System SAC Units City Water Booster Pump �RV �! Sprinklers Sheetrock Final / C.O. Required 'C Final / No C.O. Required HVAC Other: Pool: _Footings _Air /Gas Tests _Final Siding: _Stucco Lath $ Stone Lath _Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control _Z Erosion Control Building Inspector 0WL / 0 , 2 - 4 / x�$ 4' (c9 3 X .5'.47 70116 c'z _ 3, _ 22,QL, Chawr 3 Sr x lip' /, 7/ D -o 7P 94 `)I Page2of2 JUN. /.1010 3:11NM ME M MK 961 - 44/ - 8116 Date: 6/4/2010 Revision Date: 5/4/2010 Site Information &tf Address 1: ` dodd parkside ct. Address 2: City: eagan County: Aeplatatinformatiop Business Name: metro air inc. Contact Person: Jeff Office Ph: 952-447-8124 FAXED JUN 0720.10 OP 2004 CentcrPoint E METRO AIH, INC. Fax: 952 - 4478126 Cell Ph: Combustion Air Round Rigid Required: 3 inches or Insulated Flex: 4 inches iergy Minnegasco. 2004 MechaaicaI Code Guidelines. New Construction Project #: metro classic Lot: Block: Subdivision: Clothes Dryer (cfm): 135 Applicant Name (print): �1*, :4—Signature/Date: Code Official (print): Signature /Date: N0. 390 , P. 4 MN Contractor License # :69564333 Address 1: 16980 welcome ave. se City: prior lake State: mn. Zip Code: 55372 House Details Square Feet: 3398 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 4 Ventilation : Balanced Total Ventilation Capacity : 134 cfm, Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 59 cfm. C mbu A li 1_1:122 Water Heater: Power Vent Input BTUs: 40,000 Independently Vented Furnace /Boiler: Direct Vent/Sealed Combustion Input BTUs: 100,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Natural Draft Fireplace(s): No gxhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Exhaust Fan Rating (cfm): 110 Make -Up Air No Make -Up Air Required by Code Gas Fired Power Vent Fireplace(s): No Solid Fuel Appliance(s): No L-0 Page 1 (a JuL.Ii,2010 11:53AM METRO AIR 952 447 -8126 New Construction Energy Code Compliance Certificate Per NI101.8 Building Carman. A building coninefte skit be paled in p mown* visible Meehan ;oxide the Whites. The can tnceia shell be completed byawbulk rand ahltllliefinrana .Mien and values arcompong &e listed isTabtaMOLL Mnlling Address edger/walling a Detain" Unit a /l UkA j4451/477 Po Nuns a Heeidentiu centre Mr THERMAL ENVELOPE insulation Location Below Entire Slab Foundation Wall Perimeter of Slab on Grade Itim Joist (lroundul1on Rim Joist (1" Floor+) Wall Ceiling, flat Ceiling, vaulted Bay Windows Or tentllevet'etl areas Bonus room over tiara Describe other insulated areas A . pllancos Fuel T Manufacturer Model Bating or Sue Structure's Calculated EtTicicnc PC 0 0 ra 1•Icati. _ S stem Domestic Water Heater I NW 4 'VA te Input in r r BTUs: V 41 Heat Lose: AFUS to ttSPP% t S� qz, 1 -12V .5"oF Capacity In GN1ons: Mai Certificate Pealed c0 MN theme Number 5'3 z_ Type: Check All That Apply a 1 Ir: Revalue • Cooling System Output iq TOM: Heat Gain SHER: m 1 t1 tt 1 lo`1 1 to 3 RADON SYSTEM X Passive pVo Fan) Active (WUhton and manometer m- other system rnonitoeng device ) Other Picria Describe Hero Typo In IoCalat: Interior exterior or immoral Windows ti Doors Avcra: a U•Pector : chides .tkybghrs and one door ) U: Solar Heat Gain Coefficient (SHGC); • 30 • Z Z. MECHANICAL SYST 5 Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back -up furnace): Select . e Heat Rocover Ventilator (HMV) Cupaclty in dins: Una :t Recover Ventilator ER Ca ad! in dins: Continuous eXhaustin_ felt a rated ea act in cites: Other, describe: \ Loca ion of duct or system: � r� _T Low: Low: WIN o0 Location of Rut(s), describe: Ca psoity continuous ventilation rate in diets: Total ventilation intermittent + continuous tato in dm: 1•11111111111111Mmil 11111 • Ctm's " round duct OR Heating or Cooling Ducts Outside Conditioned Spaces Not •.licablc all ducts located in conditioned s.. ea Make -up Air Select a 7yl a Not required per mech. cod Passive Powered Interlocked with exhaust device. Describe: Other, doscribe: Location of duct or system: Cihe's NO. 554 P. 1 "round duct OR " metal duct Combustion Air Select a 7y� M I Not re uired . r mech. code " motel duct Created by SAM version 052008 Nelson Residence HVAC Load Calculations for Metro Classic Homes RHVAC RESIDENTIAL, HVAC Lo Ace Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Prepared By: Joe Storms Metro Air Inc. 16980 Welcome Ave SE Prior Lake, MN 55372 952 - 447 -8124 Monday, July 12, 2010 U� y Project Report Project Title: Project Date: Client Name: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: Company E -Mail Address: Company Website: Company Comment: Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor Dry Bulb -12 95 Total Building Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Nelson Residence Tuesday, June 08, 2010 Metro Classic Homes Metro Air Inc. Joe Storms 16980 Welcome Ave SE Prior Lake, MN 55372 952 - 447 -8124 952 - 447 -8126 joe @metroairmn.com www. metroairmn.com 44 834 0.970 1.000 1.000 1.000 1.000 Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 676 3,107 25,776 Minneapolis, Minnesota Front door faces South Medium Degrees ft. Outdoor Outdoor Indoor Indoor Grains Wet Bulb Rel.Hum Rel.Hum Dry Bulb iDifference -12.38 80% n/a 72 n/a 73 36% 50% 75 24 40,911 Btuh 14,425 Btuh 2,291 Btuh 16,716 Btuh CFM Per Square ft.: Square ft. Per Ton: Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. 0.218 1,939 40.911 MBH 86 % 14 % 1.39 Tons (Based On Sensible + Latent) 1.60 Tons (Based On 75% Sensible Capacity) C: \Program Files \Elite \Rhvacw \Projects \metro classic - nelson.rhv Monday, July 12, 2010, 8:34 AM Load Preview Report Scope Building System 1 Ventilation Zone 1 1- Family Room 2- Basement Bedroom 3- Basement Bathroom 4 -Great Room 5- Dining Room 6- Kitchen 7 -Bath 1 8 -Mud Room 9 -Foyer 10 -Office Net ft. Ton /Ton 1.39 2,230 1.39 2,230 Area Sen Gain Lat Gain Net Gain Sen Loss 3,107 14,425 2,291 16,716 40,911 500 3,107 14,425 2,291 16,716 40,911 500 0 0 0 3,586 3,107 14,425 2,291 16,716 37,325 500 392 1, 396 132 1,528 5,034 67 182 559 78 637 2,319 31 54 0 0 0 307 4 246 1,223 124 1,347 3,033 150 862 73 935 2,362 162 605 94 699 1,799 44 313 53 366 943 64 443 63 506 1,303 17 113 404 29 433 1,000 13 158 1,221 99 1,320 2,495 33 Sys Sys Htg Clg CFM' 11- Bedroom 2 179 1,039 293 1,332 2,091 28 12 -Bath 2 60 163 19 182 394 5 13- Bedroom 3 173 791 244 1,035 1,330 18 14- Master Bedroom 234 1,740 507 2,247 2,932 39 15- Master Bath 126 933 78 1,011 1,793 24 16- Walk -In Closet 63 215 29 244 554 7 17- Laundry 69 273 21 294 583 8 18- Bedroom 1 143 1,127 258 1,385 1,825 24 19- Resource Area 50 423 51 474 1,043 14 20- Stairwell 82 695 46 741 1,191 16 21- Stairs And Landing 363 0 0 0 2,994 40 Sys Duct Act Size CFM 676 676 3_ 676 676 65 1 - -0* 26 1 - -0* 0 0 - -0 57 1 - -0* 40 1--0" 28 1 - -0" 15 1 - -0* 21 1 - -0* 19 1 - -0* 57 1 - -0* 49 49 1 - -0* 8 1 - -0* 37 1--0" 82 1--0" 44 1--0" 10 1 - -0* 13 1-0" 53 : 53 1 - -0* 20 20 1 -4* 33 1 - -0* 0 0 - -0 C: \Program Files \Elite \Rhvacw \Projects \metro classic- nelson.rhv Monday, July 12, 2010, 8:34 AM Total Building Summary Loads 3A -v -o: Glazing - Double pane low -e (e = 0.40), operable window, vinyl frame, u -value 0.34, SHGC 0.21 3A -v -o: Glazing - Double pane low -e (e = 0.40), operable window, vinyl frame, u -value 0.34, SHGC 0.21 3A -v -d: Glazing - Double pane low -e (e = 0.40), sliding glass door, vinyl frame, u -value 0.34, SHGC 0.21 3A -v -d: Glazing - Double pane low -e (e = 0.40), sliding glass door, vinyl frame, u -value 0.34, SHGC 0.21 3B -v -o: Glazing - Double pane low -e (e = 0.40), fixed sash, vinyl frame, u -value 0.34, SHGC 0.21 11P: Door -Metal - Polyurethane Core 12E -Osw: Wall- Frame, R -19 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 15B13 -0w -4: Wall- Basement, , framing with R -13 sill to floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 4' floor depth 15B13 -0w -8: Wall- Basement, , framing with R -13 sill to floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth 15B11 -0w -8: Wall- Basement, , framing with R -11 sill to floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth 16B -44: Roof /Ceiling -Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -44 insulation 21A -20: Floor- Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide .... _ .... Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 30, Summer CFM: 82 Ventilation: Winter CFM: 100, Summer CFM: 0 Total Building Load Totals: Total Building Supply CFM: 676 Square ft. of Room Area: 3,107 Volume (ft of Cond. Space: 25,776 Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 40,911 Btuh 14,425 Btuh 2,291 Btuh 16,716 Btuh 259 7,398 40 1,142 42 1,200 35 1,000 46 1,313 39.6 966 2421.3 13,832 152 970 44.8 184 506.6 2,170 1177.3 2,176 991.3 2,248 34,599 CFM Per Square ft.: Square ft. Per Ton: cb, Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C: \Program Files \Elite \Rhvacw \Projects \metro classic - nelson.rhv 0 3,535 3,535 0 432 432 0 453 453 0 377 377 0 1,146 1,146 0 356 356 0 3,688 3,688 0 110 110 0 0 0 0 0 0 0 1,425 1,425 0 0 0.218 1,939 40.911 MBH 86 % 14 % 1.39 Tons (Based On Sensible + Latent) 1.60 Tons (Based On 75% Sensible Capacity) 0 0 11,522 11,522 5 1,000 1,150 2,150 0 0 0 0 0 0 0 0 0 0 2,726 1,291 1,753 3,044 3,586 0 0 40,911 2,291 14,425 16,716 Monday, July 12, 2010, 8:34 AM - Rhvac - Residential & Light Commercial HVAC Loads • Metro Air Inc, Prior Lake MN 55372 -3310 System 1 Room Room No Name -- -Zone 1 - -- 1 Family Room 2 Basement Bedroom 3 Basement Bathroom 4 Great Room 5 Dining Room 6 Kitchen 7 Bath 1 8 Mud Room 9 Foyer 10 Office 11 Bedroom 2 12 Bath 2 13 Bedroom 3 14 Master Bedroom 15 Master Bath 16 Walk -In Closet 17 Laundry 18 Bedroom 1 19 Resource Area 20 Stairwell 21 Stairs And Landing Ventilation System 1 total Cooling Sys em Summary Net Required: Recommended: r Equipmen ata Type: Model: Indoor Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: Load Summary Area SF Htg Sens Btuh 392 5,034 67 1 -0 0 1,396 132 65 65 182 2,319 31 1 -0 0 559 78 26 26 54 307 4 0 -0 0 0 0 0 0 246 3,033 41 1 -0 0 1,223 124 57 57 150 2,362 32 1 -0 0 862 73 40 40 162 1,799 24 1 -0 0 605 94 28 28 44 943 13 1 -0 0 313 53 15 15 64 1,303 17 1 -0 0 443 63 21 21 113 1,000 13 1 -0 0 404 29 19 19 158 2,495 33 1 -0 0 1,221 99 57 57 179 2,091 28 1 -0 0 1,039 293 49 49 60 394 5 1 -0 0 163 19 8 8 173 1,330 18 1 -0 0 791 244 37 37 234 2,932 39 1 -0 0 1,740 507 82 82 126 1,793 24 1 -0 0 933 78 44 44 63 554 7 1 -0 0 215 29 10 10 69 583 8 1 -0 0 273 21 13 13 143 1,825 24 1 -0 0 1,127 258 53 53 50 1,043 14 1 -0 0 423 51 20 20 82 1,191 16 1 -0 0 695 46 33 33 363 ......... 2,994 40 ___.._. 00 0 0 .... 0 0 0 3,586 3,107 40,911 Cooling Sensible /Latent Tons Split 1.39 86'< / 14°x, 1.60 75% / 25% Heating System Electric Resistance 0% 0 Btuh n/a n/a Min Run Run Clg Clg Min Act Htg Duct Duct Sens Lat Clg Sys CFM Size Vel Btuh Btuh CFM CFM 0 0 500 14,425 2,291 676 676 Sensible Latent Total Btuh Btuh Btuh 14.425 2.291 16.716 14,425 4,808 19,233 NBINMNINISENNISSir Cooling System Standard Air Conditioner 0 SEER 0 Btuh 0 Btuh 0 Btuh Elite Software Development, Inc. Nelson Residence Page 5 C: \Program Files \Elite \Rhvacw \Projects \metro classic- nelson.rhv Monday, July 12, 2010, 8:34 AM LOT SURVEY CHECKLIST FOR RESIDENTIAL -ttJJ g �BUILDING PERMIT APPLICATION / PROPERTY LEGAL: J\ OT 7 C //v J I 1 e Park i DATE OF SURVEY: SIl9 /! LATEST REVISION: DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • 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 • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing ❑ 0 • Property corners ❑ D • Top of curb at the driveway and property line extensions ❑ % 0 • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ,e( ❑ ❑ • Waterways (pond, stream, etc.) Proposed ,Zr ❑ ❑ • Garage floor )X ❑ 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) 7 ❑ ❑ • Property corners jir ❑ 0 • Front and rear of home at the foundation PONDING AREA (if applicable) 1J ❑ • Easement line ❑ ❑ • NWL Jr ❑ 0 • HWL ❑ ji ❑ • Pond # designation ,0' ❑ 0 • Emergency Overflow Elevation ❑ ja' • Y • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS O 0 0 • Lot lines /Bearings & dimensions 2' 0 0 • Right -of -way and street width (to back of curb) JI' 0 ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) if ❑ ❑ • Show all easements of record and any City utilities within those easements 2( ❑ ❑ • Setbacks of proposed structure and -yard setback of adjacent existing structures ❑ ❑ • Retaining wall requirements: ,i , Reviewed By: G: /FORMS /Building Permit Application Rev. 11 -26 -04 J Date Z��13//r) PROBE NGINEERING COMPANY, INC. L—_ 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432 -3000 A 9 CERTIFICATE OF SURVEY Legal Description: LOT 7, BLOCK 1, DODD PARKSIDE 0 ® - L I e a X • L Z OM Imp SCALE : 1" = 30' LOT AREA: 22,546 SQ.FT. HOUSE AREA: 1,048 SQ.FT. W/ CANTS. GARAGE AREA: 684 SQ.FT. DRIVEWAY AREA: 807 SQ.FT. PORCH AREA: 36 SQ.FT. ADDRESS:643 PARKSIDE COURT By Da:e k //S%%C) EAGAN ENGINEERING DEPT. 9 6' 0 0 �ls W-9-(zi CONSULTING ENGINEERS, DAKOTA COUNTY, MINNESOTA 3:1 Maximum Slopes or Retaining Wall WM Be Required PLANNERS and LAND SURVEYORS PROJECT NO. 14566.00 968.4 (959.5) (968.33) (968.66) (959.95) dim S° ? k e TG 24 kA2- 954. I hereby certify that this is a true and correct re hereon. As prepared by me this lit day of DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE = FINISHED GARAGE FLOOR ELEVATION = TOP OF FOUNDATION ELEVATION = BASEMENT FLOOR ELEVATION 27.47 160.00 HUB=959.95 S88'48'32 "W L O T 8 VACANT LOT resentation of a tract as shown , 2010. RUSSELL P. DAMLO METRO CLASSIC HOMES 943.3 953.g5FL Minn. Reg. No. 19086 935.6 945.2 K X 951.9 w 0 N 957.8 and described • • SCALE : 1" = 30' LOT AREA:22,546 SQ.FT. HOUSE AREA: 1,048 SQ.FT. W/ CANTS. GARAGE AREA: 684 SQ.FT. DRIVEWAY AREA: 807 SQ.FT. PORCH AREA: 36 SQ.FT. ADDRESS:643 PARKSIDE COURT Z 0 4 0 j fO E NGINEERING COMPANY, INC. 3:1 Maximum Slopes or Retaining Wall WU1 Be Required ._...I EAGAN ENGINEERING DENT. PERIMETER R CONTROL PERIM 0' 3Li 9 SS s i MH o ' O �*' Q ki 'S 965.99 8 1 0 0 CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432 -3000 CERTIFICATE OF SURVEY Legal Description: LOT 7, BLOCK 1, DODD PARKSIDE DAKOTA COUNTY, MINNESOTA MH 0 TEL. o• 4 X 958'6 955.4 OUTLET CONTROL STRUCTURE 2.48 -TOP X 940.9 X 941 . 0 31.72 956.5 x 968.4 (959.5) (968.33) (968.66) (959.95) I hereby certify that this is a true and correct re hereon. As prepared by me this 11t— day of q y1�1 METRO CLASSIC HOMES PROJECT NO. 14566.00 DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE = FINISHED GARAGE FLOOR ELEVATION = TOP OF FOUNDATION ELEVATION = BASEMENT FLOOR ELEVATION m 27.47 160.00 G 47.26 HUB�67.97 58848'32 "W HUB= 959.95 t' T 8 VACANT LOT RUSSELL P. DAMLO 943.3 resentation of a tract as shown __, 2010. Minn. Reg. No. 953.65FL and described 19086 935.6 X 945.2 X951.9 957.8 City of Eag,all Address: 643 Parkside Ct The following items were / were not completed at the Final Inspection on: /24 Building Inspector: Zip: 55123 Permit #: 94945 ( Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace x t/ (JJi • 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. G: \Building Inspections \FORMS \Checklists V Use BLUE or BLACK Ink r - - - - - - - - - - - - - - - - I For Office Use 1 I Permit City of Ea ~a~ ec~~ v 5 3 Permit Fee: t 3830 Pilot Knob Road 101 Eagan MN 55122 ppR Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 I Staff: yI ra I l~ 2014 RESIDENTIAL BUILDING PERMIT APPLICATION C ` ~y Date: Site Address: & C~ Unit t~ e k Name: Phone: I Resident/ ; Owner I Address / City / Zip: Applicant is: Owner(( Contractor f Description of work: Type of Work t- i Construction Cost: Multi-Family Building: (Yes / No Company: ` rig °tL ~S` ~1 ~lC` Contact: ~J`~ 1 ri~~~dl k E Address: I t City: Contractor I f State: Zip: C Phone: 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: 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) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.popherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of ~permit issuance. x Applicant's Printed Name A ant's Signature Page 1 of 3 ee, DO NOT WRITE BELOW THIS LINE f Z~3 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 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 6.~ MCES System Plan Review Code Edition 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 REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required T Footings (Addition) 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: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge #r S&W Permit & Surcharge Treatment Plant _ r' Copies ?i' TOTAL Page 2 of 3 • C~' ROBE CONWL7ING ENGINEERS, METRO CLASSIC HOMES PLANNERS and LAND SURVE1MRS PROJECT No. 14566.00 ENGINEERING COMPRNY, INC. I_ 1000 EAST 146th ST., STE. 240, BURNSMLLE, MN 55337 PH (952)432-3000 CERTIFICATE OF SURVEY Legal Description: LOT 7, BLOCK 1, DODD PARKSIDE DAKOTA COUNTY, MINNESOTA 3:1 Maximum Slopes 968.4 DENOTES EXISTING ELEVATION or Retaining WaN WIN (959.5) DENOTES PROPOSED ELEVATION Be Required INDICATES DIRECTION OF SURFACE DRAINAGE ..1 1968.33) = FINISHED GARAGE FLOOR ELEVATION (968.66) = TOP OF FOUNDATION ELEVATION (259.95) = BASEMENT FLOOR ELEVATION SCALE : 1" = 30' LOT AREA: 22,546 SQ.FT. HOUSE AREA: 1,048 SQ.FT. W/ CANTS. GARAGE AREA: 684 SQ.FT. DRIVEWAY AREA: 807 SQ.FT. PORCH AREA: 36 SQ.FT. ADDRESS: 643 PARKSIDE COURT 935.6 WED 943.3 By OUTUt•T CONTROL .STRUCTURE Date k` / \ 42.48-TOP EAGAN ENGiNEERiNG DEPT. ~S ° +9A X940.9 945.2 0 OR EDGE OF X941.0 9 WATER `ao \ELEV=937.3/ .,9 PERIMET6~t G~ON'iR01. 954. PGEo ,~j1 s `9;ry, / OF~N za do C LA © VJge . ' X951.9 `.rr e.. P o h O ,n W acl W \ILO O Lp ~~ct 1-9 N ~ 'gyp 0 00 4n Q O ,L261 00\ r N;n r1p 96,0 a, Oo ° G' ~~y0 0 r", M cp 965.99 0 >O 0, r~ s i 956.5 IV, X A 0 968.7,o ~ 6+ d' X V55.4 958.6 X MH 3 10 N .8 I O mL _ - V ~,cO7io 0 31.72 .1 Cg 957.8 G 47.26 rn rn m 27.47 160.00 B-959 953.65FL HUB=967.97 S88-48-32"W HUB=95.95 w w , 0 T 8 VACANT LOT I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this day of Mju4 _,..2010. aA-AIL& P• f~- Minn. Reg. No. 19086 RUSSELL P. 6AML0