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1461 Steeplechase Lane t,~ r S 1 ~ 10..E 1 Use BLUE or BLACK Ink I, I w `o I For Office Use I Permit#: City of Wan Q~ U-I J~) I Permit Fee. 7. I 3830 Pilot Knob Road I Eagan MN 55122 Date Received: Phone: (65.1) 675-5675 I Fax: (651) 675-5694 1 Staff: I 1 I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: IL4to1 LA-if Unit Name: TOLL. fSA-0TAX-A-C~ IJL.. Phone: W )-711es-0%00{ Resident/ Owner Address/City/Zip: H.IO Sr41EP&0_K CwACf_ LAPJF_` EA6A41 A44 r','IAA Applicant is: __X_ Owner k Contractor 6_Z L~' le C k„ " Type of Work Description of work: NEW S b ,.~rjAt 3- Vw+l r 11"ow -410mt NL b. Multi-Family Building: (Yes g / No ) Company: TOLL.. 80-0 7114,A-S IAol c Contact: X0.&J *140J50--) Contractor Address: I %f qo SrAtp,,&l.IW`49F_ (,AWW City: J..keAvJ State: _MA) Zip: .SS1014 Phone: 05*1-3$6S'-0bail (969.) W-07- 18101 • Ut, License ac_4 93 110~o •Z Lead Certificate t%J/ A If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) N ~ R~ s ~ F .-i rr A T3 o-j M oow ic- - L* 413 CA^ r. 44. 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: SPA.iwl Pk_-JA I X whe Phone: 740 7 614-41103 Mechanical Contractor: IZay +I. bA4jEA ladhtr Phone: (p! Z SIT- 110611,01 Sewer & Water Contractor: DSM r_JrCAV*f10J Phone: 4►r y 8~' 3 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.gor)herstateonecall.oro 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 Mingesota State Building Code must be completed within 180 days of permit issuance. x Tam Applicants Printed Name Page 1 of 3 DO NOT WRITE BELOW THIS LINE f ~~~tQ ' SUB TYPES - Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage - Single Family Garage Porch (4-Season) _ Exterior Alteration (Single Family) - Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of~- Plex Lower Level _ Pool Miscellaneous 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 Occupancy MCES System Plan Review Code Edition 4 °OJ SAC Units (Pla%_ 1000/0)(-) Zoning df) City Water 1 Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width I REQUIRED INSPECTIONS A Footings (New Building) Meter Size: Footings (Deck) Final / C.O.' Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests Final Framing Siding: -Stucco Lat Stone Lat -Brick Fireplace: -Rough In Air Test -Final Windows Insulation Retaining Wall:'_ Footings _ Backfill Final C Sheathing Radon Control Sheetrock Erosion Control Reviewed By:* , Building Inspector RESIDENTIAL FEES Base Fee Surcharge F~ ~ I Plan Review MCES SAC a ~y City SACy Utility Connection Charge G.. S&W Permit & Surcharge L l 7 Treatment Plant Copies TOTAL; file { 07 , iSd3 Date: 3/22/2013 Revision Date: 3/22/2013 New Construction Site Information Address 1: 1 ` 1,1 S to L Project Steeplechase of Eagan Address 2: Medina slab plan Lot: #51 Block: City: Eagan County: Subdivision: Application Information Business Name: Ray N. Welter Heating MN Contractor License Contact Person: Joe Office Ph: 612-825-6867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: Minneapols State: MN. Zip Code: 55407 House Details Square Feet: 3005 sq. ft. Avg. Ceiling Ht: 10 ft. Number of Bedrooms: 3 Ventilation : Exhaust Total Ventilation Capacity : 131 cfm. Minimum Continuous Ventilation :60cfm. Continuous Ventilation Provided: Exhaust: 60 cfm Intermittent ventilation satisfied by OTHER exhuast appliance. Combustion Appliance Combustion Zone 1 Water Heater: Power Vent Input BTUs: 40,000 Independently Vented Combustion Zone 2 Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 60,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Exhaust Ventilation Capacity (cfm): 60 Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make-Up Air Total Make-Up Air Required (cfm): 64 Passive Make-Up, Round Rigid: 4 inches or Insulated Flex: 5 inches Combustion Air Combustion Zone One Round Rigid Required: 5 inches or Insulated Flex: 6 inches Combustion Zone Two: Minimum Combustion Air Requirements Met. Applicant Name (print): . , 4,4 Signature/Date Code Official (print): Signature/Dat . © 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 (D O n r_a)r, m 7 O a' (f ` Ie o Prt o O n Q y a, ' @ fD d z y O a ° O 3 o O (1t A ♦ ti R m w 60 v' H O C G CO) o o I~ a Z lb -V CD f Z Z r n~ I ~i G a ~ w fD W L Q o o W to U 4 rt 3 _ 1 Q o = U) v ( a a ° r r o a► o Cy P o ~l1 rD ~c M a ~ ~b 'o' cn oc> o (D a r (D IK IJ e ~ ~ 3 w~ ? O: tv ~ 1A P"* IL ❑ w N Load Short Form Job: Toll 3 Plex WrlghtSft~ Date: March 21 2013 lot 51 By: Ray N Welter Heating Co ( _ 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Project Information For Design Information Htg CIg Infiltration Outside db (°F) -15 88 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 85 13 Fireplaces 3 (Average) Daily range - M Inside humidity 30 50 Moisture difference (gr/lb) 32 28 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade Trane Trade XB13 Model TLlC1B060A9361A* Cond 4TTB3018A1 GAMA ID 164847 Coil 4CXCB025AC3+*DY060R9V3 ARI ref no. 1051902 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 12880 Btuh Heating output 56000 Btuh Latent cooling 5520 Btuh Temperature rise 86 °F Total cooling 18400 Btuh Actual air flow 613 cfm Actual air flow 613 cfm Air flow factor 0.015 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) medina up 1541 20046 2374 299 113 Medina LH 1605 21105 10466 315 500 lot 51 3146 41151 12840 613 613 Other equip loads 0 0 Equip. @ 0.93 RSM 11916 Latent cooling 1173 TOTALS 3146 41151 13089 613 613 Printout certified byACCA to meet all requirements of Manual J 8th Ed. -f'+- rightsc ft_ Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 15:37:26 ;CK W:\Wrightsoft HVAC\7bll 3 Plex.rup Calc= MJ8 Orientation=NE Page 2 `Toll Architecture IN April 15, 2013 Richard Kittredge Steeplechase of Eagan - Carriages 1442 Steeplechase Lane Eagan, MN 55122 RE: TBI Lots #050, 051, 052 Dear Rick, For TBI Lots #050, 051 and 052, I have reviewed the construction documents for structural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall wall" assemblies and lateral stability. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. '-atNs plan or rL re ardd by rc?L*~iy ^ir:ct rndZ C -21t I rrj a du1;, I.y~eDsed r "crunder the A!il~t . 4 Li1Q,L<n..-arc: ! l 3 Llcerse Lisa M. Grosse, P.E. Dal-- 13 MCL-rse Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sy SECR_1tr0031 AO 65818 EASTERN DIVISION 250 Gibraltar Road Horsham, PA 19044 (2t5) 293-5300 FAX: (215) 293-5314 PHILADELPHIA ■ ORLANDO s DALLAS .I Toll rat r C'0,1JPANY `Toll Architecture April 23, 2013 Jon Henson Steeplechase of Eagan - Carriages 1442 Steeplechase Lane Eagan, MN 55122 RE: TBI Lots #050, 051, 052 Dear Jon, For TBI Lots 50-52, the attached exterior footing detail is an acceptable alternative to the trench footing details 1/SLD-1 and 9/SLD-1 indicated on the foundation plan. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. Mf" OA Ulillicr ii?'J ji'v";':L c xr ' S`i°r2C311 r•',rilyf the GROSSE u -'gr C` tip.. date 23 l3 :cense #441013 5 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sy SECR 1tr0034 AO 67403 EASTERNIN DIVISION 250 Gibraltar Read Horsham, PA 19044 (215) 293-5300 FAX: (215) 293-5314 PHILADELPHIA ■ ORLANDO ■ DALLAS Toll GB'TotherS CC)MP.,1NY Building Analysis Job: Toll 3 Plex wrightsoft°' lot 51 Date: March 21 2013 By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax:612-825-2303 Web: wwv.welterheating.com Project Information For: Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 (M) Method Simplified Wet bulb - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 3 (Average) Component Btuh/ft2 Btuh % of load Walls 6.5 21210 51.5 ~Glazing 29.7 3209 7.8 Doors 24.6 1867 4.5 Ceilings 2.0 3563 8.7 Floors 4.1 7377 17.9 Infiltration 1.8 3925 9.5 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 41151 100.0 • Component Btuh/ft2 Btuh % of load Walls 0.7 2144 16.7 Glazing 41.7 4505 35.1 "~-1G.h. Doors 7.3 550 4.3 Ceilings 1.1 2035 15.9 Floors 0.3 458 3.6 ~a I nfiltration 0.1 228 1.8 Floor Ducts 0 0 Ventilation 0 0 Internal gains 2920 22.7 Blower 0 0 nng ~a, mss. Adjustments 0 Total 12840, 100.0 Latent Cooling Load = 1173 Btuh Overall U-value = 0.059 Btuh/W-°F WARNING: window to floor area ratio = 3.4% - less than 5%. wrights®fC° Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 15:37:26 Cli W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJS Orientation = NE Page 2 Component Constructions Job: Toll 3 Plex wright;so Date: March 21 2013 lot 51 By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Project Information For:;...: Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 (M) Method Simplified Wet bulb (°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 3 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' Btuht2-°F ft' °F/Btuh Btuh/ft' Btuh Btuh/t' Btuh , Walls 12E-0sw: Frm wall, vnl ext, 1/2" wood shth, r-19 cav ins, 1/2" ne 504 0.068 19.0 5.77 2910 1.08 545 gypsum board int fnsh, 2"x6" wood frm se 194 0.068 19.0 5.77 1119 1.08 210 s 22 0.068 19.0 5.77 127 1.08 24 sw 440 0.068 19.0 5.77 2540 1.08 476 nw 215 0.068 19.0 5.77 1241 1.08 232 all 1375 0.068 19.0 5.77 7937 1.08 1486 15B-8s3c-6: Bg wall, heavy dry or light damp soil, concrete wall, r-8 ne 648 0.073 8.0 6.96 4511 0.35 227 ins, 8" thk, 1/2" gypsum board int fnsh se 299 0.073 8.0 6.88 2057 0.31 93 sw 648 0.073 8.0 6.96 4511 0.35 227 nw 315 0.073 8.0 6.96 2193 0.35 110 all 1910 0.073 8.0 6.95 13273 0.34 657 Partitions ..rte (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 se 20 0.350 0 29.7 604 50.3 1022 glazing, dr outr, air gas, vnl frm mat, dr innr, 114" gap, 1/4" thk se 16 0.350 0 29.7 475 50.3 805 s 8 0.350 0 29.7 228 30.5 234 nw 64 0.350 0 29.7 1902 38.2 2444 all 108 0.350 0 29.7 3209 41.7 4505 Doors 11 P0: Door, mtl pur core type se 20 0.290 10.5 24.6 488 7.25 144 s 28 0.290 10.5 24.6 689 7.25 203 sw 28 0.290 10.5 24.6 689 7.25 203 all 76 0.290 10.5 24.6 1867 7.25 550 Ceilings 166-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 208 0.032 30.0 2.72 565 1.55 323 ceil ins 1613-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceil ins, 5/8" 1605 0.022 44.0 1.87 2998 1.07 1713 gypsum board int fnsh -f+4- wrightsoft - Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 15:37:27 ACr-K W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = NE Page 3 - Floors 20P-30t: Fir floor, frm flr, 6" thkns, r-30 cav ins, gar ovr 1541 0.035 30.0 2.97 4579 0.30 458 22C-5tpm: Bg floor, heavy dry or light damp soil, prm int ins cov, r-3 29 1.135 5.0 96.4 2798 0 0 ins, tile fir fnsh -rf4- wrigtrtsoft- Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 15:37:27 ACC A W:\Wrightsoft HVAC\Tbll 3 Plex.rup Calc= MJ8 Orientation=NE Page 4 Project Summal~V Job: Toll 3 Plex Wrlghtsoft`' Summary Date: March 21 2013 lot 51 By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Project Information For: Notes:_ Design Information Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 28 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 41151 Btuh Structure 12840 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 41151 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 11916 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 3 (Average) Structure 1173 Btuh{ Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 3146 3146 Equipment latent load 1173 Btuh Volume (ft') 19068 19068 - Air changes/hour 0.14 0.05 Equipment total load 13089 Btuh Equiv. AVF (cfm) 43 17 Req. total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trane Trade XB13 Model TUC1B060A9361A* Cond 4TTB3018A1 GAMA ID 164847 Coil 4CXCB025AC3+*DY060R9V3 ARI ref no. 1051902 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 12880 Btuh Heating output 56000 Btuh Latent cooling 5520 Btuh Temperature rise 86 OF Total cooling 18400 Btuh Actual air flow 613 cfm Actual air flow 613 cfm Air flow factor 0.015 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 Printout certified byACCA to meet all requirements of Manual J 8th Ed. -Fl- wrig1-1tsoft- Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 15:3727 , AC K W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = NE Page 2 AED Assessment Job: Toll 3 P'ex W rightsoft~ Date: March 21 2013 lot 51 By:. Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com - Project Information For: Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45oN Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5 Dry bulb (°F) -15 88 Infiltration: per" Daily range (°F) - 19 (M) Wet bulb (°F) - 72 Wind speed (mph) 15.0 7.5 v_ Test • Adequate Exposure Diversity Hourly Glazing Load 6,000--- 5,500- 5,000--- 4,500-- 4,000- 3,500-- 0 3,000-- 2,500- 2,000-- 1,500--- 1,000-- 500- L 0 1 i i i - 11-11 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly / Average AED limit Maximum hourly glazing load exceeds average by 23.0%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh -Fk wrightsoft- Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 15:37:27 W:\WrightsoftHVAC\Tbll3 Plex.rup Calc= MJ8 Orientation = NE Page 2 wrightsoft, Right-JO Worksheet Job: Toll 3Plex Date: March 21 2013 lot 51 By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.vvelterheabng.com 1 Room name lot 51 medina up 2 Exposed wall 385.3 ft 214.0 ft 3 Ceiling height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 1541.0 ft 5 Room area 3146.0 ft2 1541.0 ft' Ty Construction U-value Or HTMI Area (ft~ Load Area (M Load number (Btuh/ft2-°F) (Btuh/ft~ or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 ne 0.00 0.00 0 0 0 0 0 0 0 0 I G 2 glazing, clr outr, 0 350 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 ne 0.00 0.00 0 0 0 0 0 0 0 0 ~--G 2 glazing, clr outr, 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1 D 11 PO 0.290 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 ne 5.77 1.08 504 504 2910 545 0 0 0 0 W 15B-8s3c-6 0.100 ne 6.96 0.35 648 648 4511 227 648 646 4511 227 ~G 2 glazing, clr outr, 0.350 re 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, clr outr, 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 E7D 11 PO 0.290 se 0,00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 -G 2 glazing, clr outr, 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D 11 PO 0.290 se 0.00 R OO 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 se 5.77 1.08 234 194 1119 210 0 0 0 0 1-G 2 glazing, clr 01-ltr, 0.350 se 29.72 50.28 20 0 604 1022 0 0 0 0 I D 11 PO 0.290 se 24.62 7.25 20 20 488 144 0 0 0 0 W 1513-8s3c-6 0.100 se 6.88 0.31 315 299 2057 93 315 299 2057 93 1 G 2 glazing, clr 01-1tr, 0.350 se 29.72 50.28 16 0 475 805 16 0 475 805 W 12E-Osw 0.068 s 5.77 1.08 58 22 127 24 0 0 0 0 IG 2 glazing, clr outr. 0.350 s 29.72 30.51 8 0 228 234 0 0 0 0 I D 11 PO 0.290 s 24.62 7.25 28 28 689 203 0 0 0 0 W 12E-Osw 0 068 sw 0.00 0.00 0 0 0 0 0 0 0 0 ~--G 2 glazing. clr outs, 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 ~D 11 PO 0.290 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 ~G 2 glazing, clr outr, 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 VU 12E-Osw 0.068 sw 5.77 1.08 468 440 2540 476 0 0 0 0 ~D 11 PO 0.290 sw 24.62 7.25 28 28 689 203 0 0 0 0 \1fV 1513-8s3c-6 0.100 sw 6.96 0.35 648 648 4511 227 648 648 4511 227 1 -G 2 glazing, clr outr, 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0 068 nw 0.00 0.00 0 0 0 0 0 0 0 0 ~--G 2 glazing. clr outr, 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 I D 11 PO 0.290 nw 0.00 0.00 0 0 0 0 0 0 0 D 9 UJ 12E-Osw 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 ~-G 2 glazing. clr outr, 0 350 nw 0.00 0.00 0 0 0 0 0 0 0 0 - I D 11 PO 0.290 nw 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 5.77 1.08 279 215 1241 232 0 0 0 0 I G 2 glazinq. clr outs. 0.350 nw 29.72 38.19 64 0 1902 2444 0 0 0 0 W 15B-8s3c-6 0.100 nw 6.96 0.35 315 315 2193 110 315 315 2193 110 C 1613-30ad 0.032 2.72 1.55 208 208 565 323 208 208 565 323 C 1613-44ad 0.022 1.87 1.07 1605 1605 2998 1713 0 0 0 0 F 19A-Obscp 0 295 0.00 0 00 0 0 0 0 0 0 0 0 - F-- F 20P-30t 0.035 2.97 0.30 1541 1541 4579 458 1541 1541 4579 458 F 22C-5tpm 1 135 96.36 0 00 272 29 2798 0 0 0 0 0 6 c) AED excursion 0 64 Envelope loss/gain 37226 9693 18892 2307 12 a) Infiltration 3925 228 1153 67 b) Room ventilation 0 0 0 0 = 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2000 0 Subtotal (lines 6 to 13) 41151 12840 20046 2374 - Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 41151 12840 20046 2374 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 41151 12840 20046 2374 Air required (cfm) 613 613 299 113 Printout certified byACCA to meet all requirements of Manual J 8th Ed. -4+1- wr® r,tsor~e Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 15:37:27 C~k W:\Wrightsoft HVAC\7b113 PIex.rup Calc= MJ8 Orientation=NE Page 3 F wrtghtsoft, Right-J® Worksheet Job: Tau 3 Plex 1 2013 lot 51 Date: March 21 By: . Ray N Welter Heating Co~ 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: w.wv.welterheating.com 1 Room name Medina LH 2 Exposed wall 171.3 ft - 3 Ceiling height 9.0 ft heat/cool 4 Room dimensions 1.0 x 1605.0 ft 5 Room area 1605.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/W °F) (Btu ft) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ' W 12E-Osw 0.068 ne 0.00 0.00 0 0 0 0 -G 2 glazing clr outr, 0.350 ne 0.00 0.00 0 0 0 0 W 12E-0sw 0.068 ne 0.00 0.00 0 0 0 0 ~---G 2 glazing, clr outr, 0.350 ne 0.00 0.00 0 0 0 0 11 1 -D 11 PO 0.290 ne 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 ne 5.77 1.08 504 504 2910 545 W 156-8s3c-6 0.100 ne 6.96 0.35 0 0 0 0 L G 2 glazing, clr outr, 0.350 ne 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 se 0.00 0.00 0 0 0 0 G 2 glazing, clr outr, 0.350 se 0.00 0.00 0 0 0 0 =D 11 PO 0.290 se 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 se 0.00 0.00 0 0 0 0 ~-G 2 glazing, clr outr, 0.350 se 0.00 0.00 0 0 0 0 I D 11 PO 0.290 se 0.00 0.00 0 0 0 0 „ u W 12E-Osw 0.068 se 5.77 1.08 234 194 1119 210 I-G 2 glazing. Clr 01,ltr, 0.350 se 29.72 50.28 20 0 604 1022 I D 11 PO 0.290 se 24.62 7.25 20 20 488 144 W 15B-8s3c-6 0 100 se 6 88 0.31 0 0 0 0 I G 2 glazing clr outr. 0.350 se 29.72 50.28 0 0 0 0 W 12E-Osw 0.068 s 5.77 1.08 58 22 127 24 ~-G 2 glazing clr outr, 0.350 s 29.72 30.51 8 0 228 234 I D 11 PO 0.290 s 24.62 7.25 28 28 689 203 W 12E-Osw 0 068 sw 0 00 0.00 0 0 0 0 I-G 2 glazing, clr outr, 0.350 sw 0.00 0.00 0 0 0 0 I-D 11 PO 0.290 sw 0.00 0.00 0 0 0 0 W 12E-0sw 0.068 sw 0.00 0.00 0 0 0 0 V-G 2 glazing, clr outr, 0.350 sw 0.00 0.00 0 0 0 0 W 12E-Osw 0 068 sw 5 77 1.08 468 440 2540 476 YD 11 PO 0 290 sw 24.62 7.25 28 28 689 203 W 1513-8s3c-6 0.100 sw 6.96 0.35 0 0 0 0 1 G 2 glazing. Clr outr, 0.350 sw 0.00 0.00 0 0 0 0 W 12E-Osw 0 068 nw 0.00 0 00 0 0 0 0 ~-G 2 glazing. clr outr. 0 350 nw 0 00 0 00 0 0 0 0 ~D 11 PO 0.290 nw 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 nw 0.00 0.00 0 0 0 0 ~--G 2 glazing, clr outr, 0.350 nw 0.00 0.00 0 0 0 0 I D 11 PO 0.290 nw 0.00 0.00 0 0 0 0 W 12E-Osw 0 068 nw 5 77 1.08 279 215 1241 232 k, ~G 2 glazing, clr outr, 0.350 nw 29.72 38.19 64 0 1902 2444 W 1513-8s3c-6 0.100 nw 6.96 0.35 0 0 0 0 C 1613-30ad 0.032 2.72 1.55 0 0 0 0 C 161 44ad 0.022 1,87 1.07 1605 1605 2998 1713 F 19A-Obscp 0.295 0.00 0.00 0 0 0 0 F 202C5tOPm 1135 9636 0 .00 272 0 29 2798 0 6 c) AED excursion -64 Envelope loss/gain 18334 7386 12 a) Infiltration 2772 161 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 2000 Subtotal (lines 6 to 13) 21105 10466 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 21105 10466 15 Duct loads -0% 0% 0 0 Total room load 21105 10466 Air required (cfm) 315 500 Printout certified byACCA to meet all requirements of Manual J 8th Ed. w w.:glstsolt° Right-Suite®Universal 7.1.17RSU11308 2013-Mar-2115:37:27 Cia W:\WrightsoftHVAC\To113PIex.rup CaIc=MJ8 Orientation=NE Page4 Duct System Summa Job: Toll 3Plex " I'°- I" IghtsoW Date: March 21 2013 lot 51 By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.v&lterheating.com Project Information For: Heating Cooling External static pressure 0 in H2O 0 in H20 Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply / return available pressure 0.00/0.00 in H2O 0.00/0.00 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 613 cfm 613 cfm Total effective length (TEL) 0 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln (ft) Ln (ft) Trunk Medina LH c 3490 105 167 0 0 Ox 0 ShMt 0 0 Medina LH-A c 3489 105 167 Medina LH-B c 3489 1051 167 I 0 OI Ox 0 ShMt 0 I 0 medinaup-A h 791 100 38 0 O) Ox0 I ShMt 0 0 medina up-13 I h 7911 1001 38 I 01 OI Ox 0 I ShMt I 0 ( 0 1 __j Return Branch Detail • Grill Htg Clg TEL Design Ve]oc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 0x0 613 613 0 0 0 0 Ox 0 ShMt wrightsoft_ Right-Suite® Universa17.1.17 RSU11308 2013-Mar-21 15:37:28 W:\WrightsoftHVAC\To113PIex.rup Calc=MJ8 Orientation=NE Paget LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: F (GAS Ad DATE OF SURVEY: LATEST REVISION: d c c~ t V O z a DOCUMENT STANDARDS ❑ ❑ . Registered Land Surveyor signature and company "e" ❑ ❑ . Building Permit Applicant '8' ❑ ❑ . Legal description -01 ❑ ❑ • Address ❑ ❑ • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % -.e`' ❑ ❑ . Proposed/existing sewer and water services & invert elevation ❑ ❑ • Street name ❑ ❑ . Driveway (grade & width - in R/W and back of curb, 22' max.) 'z ❑ ❑ . Lot Square Footage J ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ . Property corners ❑ ❑ • Top of curb at the driveway and property line extensions ❑ ❑ . Elevations of any existing adjacent homes ❑ ❑ . Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ❑ ❑ • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ . Property corners 'V 11 El o Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line fd ❑ ❑ • NWL fd ❑ ❑ • HWL ❑ ❑ • Pond # designation ❑ 'X ❑ • Emergency Overflow Elevation ❑ 0 ❑ . Pond/Wetland buffer delineation Y AV • Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS ❑ ❑ Lot lines/Bearings & dimensions ❑ ❑ • Right-of-way and street width (to back of curb) ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 'A'1' ❑ ❑ • Show all easements of record and any City utilities within those easements ❑ ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑ ❑ • Retaining wall requirements: Reviewed By: Date G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 ~ TOLL BROTHERS Certificate of Surve)Rf% .4 OF 1400 Corporate Center Curve • . Eagan, MN 55121. 1459, 1461, 1463 STEEPLECHASE LANE 9139 . ~ S"1 ""Imum Slopes 91 1p. NORTH 978- G~( o °o 66~ O^ 37 LP 56.1 y° . \ / ~s , v1 S~ \ NWL=967.5 7 @ O roc` ~oo O c v?o G~~y 1(0A \°'@ S1 `~.HWL=970.8 / 0 30 .11 04p , 11111116;iiiii --9 \oGOa~°ig~ / --.,b, 2O SCALE IN FEET 1 y. c~ v g .o C L X M V. > ra <1. xg13 1S T \ 33 • . \ O s q sr qy c9 g q.0 Xg 2 139 ^ 23 \ ~ Q TALL E ETER CONTROL r` .9 ti~ 11 Y-911 X930 •p 1 BENCHMARK Prop. San. & Water Inv. Top Nut Hydrant Lots 1 and 2, INST ILL C-Ca®JION elevation = 962.0 Block 3, Steeplechase T SLA"wri kf Gr$ SOD per RLK plans dated 7/6/05 Elevation 989.17 feet (NGVD 1988) \ AREA Lot 1, Block 2 Area = 17,021 sq. ft. LEGEND Total Condo area = 703,324 sq. ft. 20% Max. Coverage = 140,665 sq. ft. • = Iron monument found = Drainage Direction Foundation Lot 1, Block 2 = 6931 sq. ft. ® Offset iron = Prop. 10' contours from grading plan foundation Lot 2, Block 2 = 6930 sq. ft. - -842 = Prop. 2' contours from grading plan Foundation Lot 3, Block 2 = 6930 sq. ft. = Drainage & Utility Easement - = Existing sanitary sewer Foundation Lot 1, Block 6 = 6709 sq. ft. xsoo.o = Existing Elevation = Existing storm sewer Foundation Lot 2, Block 6 = 6709 sq. ft. Q~ = Proposed elevation from grade - I - = Existing water foundation Lot 3, Block 6 = 9073 s q. or development plan O = Sanitary manhole q• N = Gate valve Foundation Lot 1, Block 7 = 9074 sq. ft. -840-- Existing 10' contours - Hydrant Foundation Lot 2, Block 7 = 7106 sq. ft. 842-- = Existing 2- contours p = Flared End Section Foundation Lot 1, Block 8 = 6676 sq. ft. Foundation Lot 2, Block 8 = 6815 sq. ft. Bearings shown are assumed Foundation Lot 3, Block 8 = 6709 sq. ft. Foundation Lot 4, Block 8 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. PROPOSED ELEVATIONS Foundation Lot 7, Block 8 = 8879 sq. #t. 1459, 1461, & 1463 Foundation Lot 8, Block 8 = 8879 sq. ft. Total Foundation coverage = 113201 sq. ft. Garage floor elev. _ -973.8 Mz i~ Remaining coverage Available = 27464 sq. ft. Top of block elev. 974.4 By Lowest floor elev. 974.4 y CITY OF E A G A N Date LAGAAN ENCPUQ8ER1NG OEP't`. Lot 1 Block 2 STEEPLECHASE DRAWN: JAG CHECKED: HDN Drawing File: 700\718-L1-B2 .DWG. OF EAGAN Project No. 2006-408-L Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by 6100 Blue Circle Dr. me or under my direct supervision and that I am a duly Licensed Suite 100 Land Surveyor under the Laws of the State of Minnesota. RLK Minnetonka, MN. XUUM TO LTD Phone: (952) 933-0972 4/24/2013 Fax: (952) 933-1 153 Henry elson, MN License No. 17255 Date www.rik-kuusisto.com 61 10 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Apr 24, 2013 12:40pm ! IT..O n4--7nnnrvon0T.nm omz CVDnDT,D...d..- i.,r...~tat........ ~Di,...i, b _ i,.♦ rnnna_nna_i ~a Di.,,.i, o - i...r,.... 411° C!tyofEa&ail 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651)675-5694 Use BLUE or BLACK Ink For Office Use 0144 - Permit #: Permit Fee: 1 (.0 03 Date Received: 1 q 1 i Staff: 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: �'- �-- 73 Site Address: )t L i/o Tenant: ��Gp�J/�G�ufSC. Suite #: Property Owner Name: /_e pi,2 t C k Cc S e Phone: Address / City / Zip: / `/ Z)-5 - / LI (1 - /1-/G -5 S 4-e e,a f 4 C S f Z_Q, •1 2 Applicant is: Owner r / Contractor Type of.Work Description of work: /H yd c f 1 /j p f i,., !Cj r 5 1/4/=4e�1 stt1 ✓ovj il pol- kio ►vicef vpi*- Construction Cost: Estimated Completion Date: Contralrtr Name: at mm it Fire -401-10,03/4-1. CAA_ License #: C - 015 J1 J 1I. AAtiA4-.1,0) City: . Address: �,j101-4,44 State: _ Zip: 5 jIO5 Phone: (oS% ort. /'Q Contact: Email: FIRE PERMIT TYPE prinkler System (# of heads ) Standpipe WORK TYPE New Addition Fire Pump _ / Alterations Remodel Other: Other: DESCRIPTION OF WORK: Commercial /0 Residential Educational _ FEES $55.00 Minimum $1 million, please call for Surcharge Contract Value $ if 8.°C) x 1% *If the project valuation is over = $ / 5 a 0 Permit Fee , = $ 5.00 Surcharge* _$ /63.G0 TOTAL FEE 3/4" Displacement Fire Meter - $245.00 = $ Fire Meter = $ 16 3 C9 0 TOTAL FEE . 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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 as ' roved plan in the case of work which re a review and approval of plans. x ��� `( r tt Applic nt's Printe ame x Applic nat e Lee Fischer Manor Concrete Construction, Inc. 11225 90th Ave N Maple Grove, MN 55369 October 3, 2013 Terry Zelenka i~ City of Eagan Building Department 0 3830 Pilot Knob Road Eagan, MN 55112 J Good afternoon Terry, I'm writing this letter to confirm that the Monolithic Footings at all three addresses listed below were installed per the building foundation plan (see attached) at the correct widths, lengths and depths. Addresses: l~ 99 1~2 1463 Steeplechase y 1461 Steeplechase /001 1459 Steeplechase LW / V 0 9 S~ I apologize for any inconvenience this may have caused and thank you for understanding and cooperating with us in this matter. If you have any questions please contact me at leeAmanorconcrete.com or on my cell 612.685.3461. Sincerely, Lee Fischer 11225 90'' Avenue N • Maple Grove, Minnesota 55369 • 763-497-5420 • Fax: 763-497-5425 Manor Concrete Construction, Inc. License #0001222 HFOUNDATION UFIATWORK OMASONRY City of aau Address: 1461 Steeplechase Lane Zip: 55122 Permit #: 109946 The following items were / were not completed at the Final Inspection on: (/,)�-I Comp Final grade - 6" from siding Permanent steps — Garage �rH Y✓� Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage u Porch Lower Level Finish iNicw4L. Deck Fireplace iwyv • 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. • CaII the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Building Permit Number:EA119614 Date Issued:12/10/2013 Permit Category:ePermit Site Address: 1461 Steeplechase Lane Lot:1 Block: 02 Addition: Steeplechase Of Eagan PID:10-72540-02-010 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required by law in ALL single family homes . Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Toll Mn Lp 250 Gibraltar Rd Horsham PA 19044 Fireside Hearth & Home 7571 215th St W Lakeville MN 55044 (952) 985-6675 Applicant/Permitee: Signature Issued By: Signature