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1468 Steeplechase Lane L Use BLUE or BLACK Ink For Office Use j - r2ak ~v I b I 1 Permit Uty of Eajan I l 1 I Permit Fee: l 3830 Pilot Knob Road , f 1 Eagan MN 55122 Date Received: Phone: (6511#75-5675 Fax: (651) 615~6694 Staff: i I~"~ 2012 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 1 -2 Site Address L,5;, P ( t ~ Tenant: c h 2P~ I e S2 `7 ~1 O ✓~'i P~ Suite Name: Phone: PROPERTY OWNER address / City / Zip: ' . . r Applicant is Owner Contractor TYPE OF WORK I Description of work: 71-e 6<1j lave ~ SU s 4a e e Construction Cost Estimated Completion Date Name: crs~~~, r 7. License CONTRACTOR Address` 4 ? r c i-- c °1 p City: C1 t t~ State: i 'I i Zip: Phone: C Contact: Email: II FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads) New - Addition 11 Fire Pump _ Standpipe _ Alterations _ Remodel Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational ~rr - <=t _.UF FEES $60.00 Minimum (includes State Surcharge) OR Contract Value $ _ x1% If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee - $ ' Permit Fee (i.e. a $10,010411,010 Permit Fee requires a $ 5.50 surcharge) = OO Surcharge = $ 2 7 / y TOTAL FEE 3/4" Displacement Fire Meter - $231.00 Fire Meter I n = $ TOTAL FEE "Requirements: 2 complete sets of drawings and specifications, s, r` cut sh sh. eets on n matels a ie-~ >`ria'.s..,nd-compon iipentsto -tz.i 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 a ce with the app ed plan in the case of work which re review and approval of plans. x x Applica is Printed ame App cant s 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.Qopherstateonecali orQ FOR OFFICE USE x REQUIRED INSPECTIONS i Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station X Final Conditions of Issuance: L y 4 J Permit Reviewed by Date: r 1 l~ T' Z.1 / ' • , t~ 1 -75~<-3M I Use BLUE or BLACK Ink v For Office Us / I CN $ g(J ( ~ _ ; Permit City of Eap _ 41, 3830 Pilot Knob Road Permit Fee: I Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 Staff: I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 1 I Lt 13 Site Address: I H (o sl~k-+E~°L ~u~AtF~ a✓~- Unit Name: 76o_ R/~O I~YI F-/LSD /~C Phone: (P J_/'; bX'' Oul 0 1 - Resident/ Owner Address/ City/Zip: I - `f OSf,4f1 Aut*J*, C.4-J4 M..f Applicant is: X_ Owner 1c Contractor Type of Work Description of work: N" Construction Cost: o i 00 0. o J Multi-Family Building: (Yes / No ) Company: TOI FSh-Zrq &"Ls r•) t_ Contact: 12r t~x_ l(_1 -r-r)wjv e Contractor Address: &A_"4Ai0 C4-JA- City: 0444-J State: A04 rJ Zip: rS'l L 1- Phone: (o.! I • ~toj t~ d 0/ &,1, AJ License 1~ L `>✓.r3 too Z Lead Certificate Al 14 If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) ~O ly~ C.0•US/i2J4iJ J - r~, A L-©-t- 6lcc (6 `+aepkA 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: SP X, J b P` y M if, s~.. Phone: At 3 6 3 Mechanical Contractor: IMP. N. Jh t✓ Phone: I Z $ ZS b eb 7l Sewer & Water Contractor: D.VAA !&LoJ ,4_ j- rMdJ Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aooherstateonecall.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 Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE y~ 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%4 Plex _ Lower Level _ Pool _ Miscellaneous 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 ----yyyyValuation (/7 Occupancy MCES System Plan Review Code Edition, SAC Units (25%_ 100-A-4 Zoning City Water f c~ sy~, Census Code Stories Booster Pump # of Units 9 Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS 4- 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 S ne L -Brick y/ Fireplace: Rough In'AAir Test Final Windows Insulation Retaining Wall: - Footings _ Backfill _ Final ,C Sheathing Radon Control Sheetrock Erosion Control Reviewed By: _ , Building Inspector RESIDENTIAL FEES Base Fee UI 'J U! i+/ tlp '"u~ Surcharge Plan Review MCES SAC 'r City SAC Utility Connection Charge S&W Permit & Surcharge -6- Treatment Plant 61- 0 JO a Copies t1l 75 TOTALjt;ol Page 2 of 3 toll Architecture January 16, 2013 Richard Kittredge Steeplechase of Eagan - Carriages 1442 Steeplechase Lane Eagan, MN 55122 / vkv RE: TBI Lots #025, 026, 027, 028 Dear Rick, For TBI Lots #025, 026, 027, and 028, 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. wcl- luplzrvi-ijon /J iY'S Lt 1 i.... '.t:..~C i:il; .a~t•L. Lisa M. Grosse, P.E. Date 13 Lie e #A835 Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sy SECR_1tr0030 AO 60935 EASTERN DIVISION 250 Gibraltar Road ■ Horsham, PA 19044 ■ (215) 293-5300 ■ FAX: (215) 293-5314 PHILADELPHIA ■ ORLANDO ■ DALLAS ■ SEATTLE A `roll `Brothers COMPANY Date: 1/17/2013 Revision Date: 1/17/2013 New Construction Site Information Address 1: Toll Brothers Project Steeplechase of Eagan Address 2: 1468 Steeplechase Lane Lot: #25 Block: City: Eagn 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: 3434 sq. ft. Avg. Ceiling Ht: 12.5 Number of Bedrooms: 2 ft. Ventilation : Exhaust Total Ventilation Capacity : 188 cfm. Minimum Continuous Ventilation :45cfm. Continuous Ventilation Provided: Exhaust: 45 cfm Intermittent ventilation satisfied by OTHER exhuast appliance. Combustion Appliance Water Heater: Power Vent Input BTUs: 40,000 Independently Vented 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): 45 Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make-Up Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. Applicant Name (print): ~4 Signature/Date. Code Official (print): Signature/Date: 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 3 0 m m C 0 0 D) 7 C 3• 3 rat 0) O. ° A O I- CD rA 00 (ff O A m CD al 0 3 p• a -1 a J (D m c AS t ~ c ~ ~ ~ oy ~ rt 0 L ~ IN (D cv) 'all *S e) m o o O ` • ° ° 1 s s cr a ~m 2 0 V L 7 ~ rt ° w © o ~ L ~ c fi N r cr w 01 r z fly, ~ 6 N Load Short Form Job: Toll 4 Ple" W rightSofto Date: lot 25 all By: ~J Ray N Welter Heating Co i , /r1 v N` 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.v✓elterheating.com Project Information For: Design Information Htg Clg 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 TUC1B060A9361A* Cond 4TTB3024A1 GAMA ID 164847 Coil 4TXAB025AS3+*UY060R9V3 ARI ref no. 1344119 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 15820 Btuh Heating output 56000 Btuh Latent cooling 6780 Btuh Temperature rise 70 °F Total cooling 22600 Btuh Actual air flow 753 cfm Actual air flow 753 cfm Air flow factor 0.018 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) lot 25basement 1906 20662 5874 366 270 lot 25 Main 1905 21923 10532 388 484 lot 25 all 3811 42585 16406 753 753 Other equip loads 0 0 Equip. @ 0.93 RSM 15225 Latent cooling 1172 TOTALS 3811 42585 16397 753 753 Printout certified byACCA to meet all requirements of Manual J 8th Ed. wrightsoft`° Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:15 -pk ACCT WAWrightsoft HVAC\7o114 Plex.rup Calc= MJ8 Orientation = S Page 2 + wr' htsofto Duct System Summary Jo Toll 4 Plex Date: lot 25 all By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.oom Project Information For: Heating Cooling External static pressure 0 in H2O 0 in H2O 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 753 cfm 753 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) Matl Ln (ft) Ln (ft) Trunk lot 25 Main c 3512 129 161 0 0 Ox 0 ShMt 0 0 of 25 Main-A c 3511 129 161 0 0 Ox 0 ShMt 0 0 of 25 Main-B c 3511 129 161 0 0 Ox 0 ShMt 0 0 1ot25basement h 1959 122 90 0 0 0X0 ShMt 0 0 1ot25basement-A h 1958 122 90 0 0 Ox0 ShMt 0 0 lot25basement-B h 19581 1221 90 1 O O Ox0 1 ShMt 1 0 0 1 Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 OX 0 753 753 0 0 0 0 Ox 0 ShMt ' r' wrightsaft" Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-1516:2320 CK W:\WrightsoftHVAC\7oll4Plex.rup Calc=MJ8 Orientation=S Page1 wrightsoft' Right-M Worksheet Job: Toll a Plex lot 25 all Date: By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheafing.com 1 Room name lot 25 all lot 25basement 2 Exposed wall 326.5 ft 190.2 ft 3 Ceiling height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 1905.5 ft 5 Room area 3810.5 ft2 1905.5 ft2 Ty Construction U-value Or HTM Area (w) Load Area (ft') Load number (Btuh/fV-°F) (Btu 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 1217-0sw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 I-G 2 glazing, clr outr. 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 I D 11 PO 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 n 5.77 1.08 243 201 1160 217 0 0 0 0 11 1D 11 PO 0 290 n 24 62 7 25 42 42 1034 305 0 0 0 0 W 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 I-G 1 D-c2ov 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 1-G 2 glazing clr outs 0.350 n 0,00 0.00 0 0 0 0 0 0 0 0 -D 11 PO 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-2 0.083 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-10s3c-4 0.083 n 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-6 0.083 n 6.25 0.27 261 261 1632 71 261 261 1632 71 W 12E-0sw 0.068 ne 5.77 1.08 58 46 263 49 0 0 0 0 1G 2 glazing, clr outr, 0.350 ne 29.72 38.19 12 0 357 458 0 0 0 0 W 15B-10s3c-6 0.083 ne 6.25 0.27 38 38 239 10 38 38 239 10 W 12E-Osw 0.068 e 0.00 0.00 0 0 0 0 0 0 0 0 1 G 2 glazing, clr outr, 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 a 5.77 1.08 576 507 2927 548 0 0 0 0 I-G 2 glazing, clr outr, 0.350 e 29.72 56.72 48 0 1426 2722 0 0 0 0 1D 11 PO 0 290 e 24.62 7 25 21 21 517 152 0 0 0 0 W 12E-Osw 0.068 e 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-2 0.083 e 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-10s3c-4 0.083 e 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-10s3c-6 0.083 e 6.21 0.24 549 521 3236 127 549 521 3236 127 1D 11P0 0.290 e 24.62 7.25 28 28 689 203 28 28 689 203 W 12E-Osw 0,068 s 0.00 0 00 0 0 0 0 0 0 0 0 G 2 glazing, clr outr, 0 350 s 0.00 0.00 0 0 0 0 0 0 0 0 =D 11 PO 0.290 s 0.00 0,00 0 0 0 0 0 0 0 0 ~~j 12E-Osw 0 068 s 5.77 1 08 288 243 1401 262 0 0 0 0 1G 2 glazing, clr outr. 0.350 s 29.72 30.51 45 0 1347 1383 01 0 0 0 UV 12E-0suv 0 0,38 s 0.00 0 00 0 0 0 0 0 0 0 0 G 2glazing, clr out r, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W 156-10s3c-2 0 083 s 0 00 0.00 0 0 0 0 0 0 0 0 ~G 2 qlazinq, clr outr, 0 350 s 0 00 0 00 0 0 0 0 0 0 0 0 W 156-1,0s3c-4 0.083 s 0.00 0 00 0 0 0 0 0 0 0 0 1-G 2 glazing, clr outs, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 1D 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 W 156-10s3c-6 0 083 s 5 93 0.05 288 205 1214 10 288 205 1214 10 I G 2 glazing clr outs 0 350 s 29.72 30.51 83 0 2476 2542 83 0 2476 2542 W 12E-Osw 0.068 w 0,00 0.00 0 0 0 0 0 0 0 0 IG 2 glazing, clr outr, 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 D 11 PO 0.290 w 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 w 5.77 1.08 63 63 364 68 0 0 0 0 W 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 -D 11 PO 0.290 w 0.00 D.00 0 0 0 0 0 0 0 0 W 156-10s3o2 0 083 w 0 00 0 00 0 0 0 0 0 0 0 0 ~D 11 PO 0 290 IN 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3 -4 0.083 w 0.00 0.00 0 0 0 0 0 0 0 0 11 ~ W 513-10s3c-6 0.083 w 6.25 0.27 576 576 3602 158 576 576 3602 153 W 12E-Osw 0:068 nw 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 375 632 Envelope loss/gain 38606 14215 19399 5788 12 a) Infiltration 3980 270 1263 86 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 42585 16406 20662 5874 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 42585 16406 20662 5874 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 42585 16406 20662 5874 Air required (cfm) T-I 1 753 753 366 270 Printout certified byACCA to meet all requirements of Manual J 8th Ed. ter- wr:gt,cscft° Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 .ACA W:\Wrightsoft HVAC\Toll 4 Plex.rup Calc= MJ8 Orientation = S Page 4 ate: T°" a Pier -rF wrightsoft Right-J® Worksheet DJob: lot 25 all Bat 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 1 Room name lot 25 Main 2 Exposed wall 136.3 ft 3 Ceiling height 9.0 ft heat/cool 4 Room dimensions 1.0 x 1905.0 ft 5 Room area 1905.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area Load number (Btuh/Wt OF) (Btuh/ft~ or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 n 0.00 0.00 0 0 0 0 ~--G 2 glazing, clr oun 0.350 n 0.00 0.00 0 0 0 0 1D 11P0 0.290 n 0 00 0 00 0 0 0 0 W 12E-OSW 0.068 n 5.77 1.08 243 201 1160 217 11 1 D 11 PO 0.290 n 24.62 7.25 42 42 1034 305 W 12E-Osw > 0.068 n 0.00 0.00 0 0 0 0 ~-G 1 D-c2ov 0.570 in 0.00 0.00 0 0 0 0 ~G 2 glazing, clr outr, 0.350 in 0.00 0 00 0 0 0 0 -D 11 PO 0 290 in 0.00 0.00 0 0 0 0 W 15B-10s3c-2 0 083 in 0.00 0.00 0 0 0 0 W' 15B-10s3c-4 0 083 in 0.00 0.00 0 0 0 0 W 15B-10s3c-6 0 083 in 6.25 0.27 0 0 0 0 W 12E-Osw 0.068 ne 5.77 1.08 58 46 263 49 1 G 2 glazing, clr outr, 0.350 ne 29.72 38.19 12 0 357 458 W 156-10s3c-6 0.083 ne 6 25 0.27 0 0 0 0 W 12E-0sw 0,068 e 0.00 0.00 0 0 0 0 L-G 2 glazing, clr outf, 0.350 e 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 a 5.77 1.08 576 507 2927 548 ~--G 2 glazing, clr outr, 0.350 a 29.72 56.72 48 0 1426 2722 1D 11 PO 0 290 e 24.62 7 25 21 21 517 152 VV 12E-0sw 0.068 e 0.00 0.00 0 0 0 0 W 15B-10s3c-2 0.083 e 0.00 0.00 0 0 0 0 VV 15B-10s3c-4' 0 083 e 0.00 0.00 0 0 0 0 W 1513-10s3c-6 0 081, e 6.21 0.24 0 0 0 0 1D 11 PO 0.290 e 24.62 7.25 0 0 0 0 W 12E-0sw 0.068 s 0.00 0.00 0 0 0 0 G 2 glazing clr outr, 0.350 s 0.00 0.00 0 0 0 0 =D 11 PO 0.290 s 0.00 0.00 0 0 0 0 W 12E-0sw 0 068 s 5 77 1 08 288 243 1401 262 1G 2 glazinq, clr outr, 0 350 s 29 721 30 51 45 0 1347 1383 1 V1 12E-0sw 0.068 s 0.00 0.00 0 0 0 0 1G 2 glazing, clr outr, 0.350 s 0.00 0.00 0 0 0 0 W 15B-10s3c-2 0.083 s 0.00 0 00 0 0 0 0 1G 2 glazinq, clr outr, 0.350 s 0.00 0 00 0 0 0 0 UV 1513-10s3e-4 0.083 s 0.00 0.00 0 0 0 0 ~-G 2 glazing, clr outr, 0.350 s 0.00 0.00 0 0 0 0 1D 11 PO 0.290 s 0.00 0 00 0 0 0 0 W 156-10s3c-6 0.083 s 5.93 i 0 05 0 0 0 0 1G 2 glazinq, clr outr. 0 350 s 29 72 30 51 0 0 0 0 NJ 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 ~-G 2 glazing, clr outr. 0.350 w 0.00 0.00 0 0 0 0 11 D Ill 0.290 w 0.00 0.00 0 0 0 0 W 12E-1 W 0 068 w 5.77 1 08 63 63 364 68 W ill 0 068 w 0.00 0.00 0 0 0 0 D 11PO 0 290 w 0.00 0.00 0 0 0 0 W 15B-10s3c-2 0 083 w 0 00 0 00 0 0 0 0 1 D 11 PO 0 290 w 0 00 0.00 O 0 0 0 W 15B-10s3c-4 0 083 w 0.00 0.00 0 0 0 0 W 15B-10s3c-6 0.083 w 6.25 0 27 0 0 0 0 W 121 0.068 nw 0.00 0.00 0 0 0 0 6 c) AED excursion -257 Envelope loss/gain 19207 8428 12 a) Infiltration 2717 185 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 1000 Subtotal (lines 6 to 13) 21923 10532 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 21923 10532 15 Duct loads -0% 0% 0 0 Total room load 21923 10532 Air required (cfm) 388 484 Printout certified byACCA to meet all requirements of Manual J 8th Ed. ' -++,4- w.:c~r.csorc° Right-Suite® Universal 7.1.17 1 2013-Jan-15 162317 - W:\WrightsoftHVAC\Toll4Plex.rup Calc=MJ8 Orientation=S Pages AED Assessment Job: Toll 4 Plex Wr! ~'1t;SOft' Date: lot 25 all By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.vvelterheating.com Project Information For: Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US I ndoor tem perat u re (°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 ) Wet bulb (°F) - 72 Wind speed (mph) 15.0 7.5 Test • forAdequate Exposure Diversity Hourly Glazing Load 14,000-- 12,000- 10,000-11 L i Q1 8,000 0 6,000- 4,000- 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Houdy / Average / AED limit Maximum hourly glazing load exceeds average by 34.0%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 375 Btuh (PFG -1.3*AFG) -}4- wrightscxft- Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 'W:\Wrightsoft HVAC\Toll 4 Plex.rup Calc = MJ8 Orientation = S Page 2 Project Summary Job: Toll 4 Plex WI"Igrt~ Date: lot 25 all 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 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 85 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 28 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 42585 Btuh Structure 16406 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 42585 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 15225 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 3 (Average) Structure 1172 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftZ) 3811 3811 Equipment latent load 1172 Btuh Volume (ft) 22862 22862 Air changes/hour 0.12 0.05 Equipment total load 16397 Btuh Equiv. AVF (cfm) 44 20 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trane Trade XB13 Model TUC1B060A9361A* Cond 4TTB3024A1 GAMA ID 164847 Coil 4TXAB025AS3+*UY060R9V3 ARI ref no. 1344119 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 15820 Btuh Heating output 56000 Btuh Latent cooling 6780 Btuh Temperature rise 70 °F Total cooling 22600 Btuh Actual air flow 753 cfm Actual air flow 753 cfm Air flow factor 0.018 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 Printout certified byACCA to meet all requirements of Manual J 8th Ed. r wrigl tsoft° Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 1-, W:\WrightsoftHVAC\Toll4Plex.rup Calc=MJ8 Orientation = S Page2 Component Constructions Job: Toll 4 Plex Wrl~'1t5®ft` Date: lot 25 all 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 Clg HTM Gain ft' Btuh/ft'-°F ft'-°F/Btuh Btuh/ft' Btuh Stuh/ft2 Btuh Walls 12E-Osw: Frm wall, vnl ext, 1/2" wood shth, r-19 cav ins, 1/2" n 201 0.068 19.0 5.77 1160 1.08 217 gypsum board int fnsh, 2"x4" wood frm ne 46 0.068 19.0 5.77 263 1.08 49 e 507 0.068 19.0 5.77 2927 1.08 548 s 243 0.068 19.0 5.77 1401 1.08 262 w 63 0.068 19.0 5.77 364 1.08 68 all 1059 0.068 19.0 5.77 6116 1.08 1145 15B-10s3c-6: Bg wall, heavy dry or light damp soil, concrete wall, n 261 0.069 10.0 6.25 1632 0.27 71 r-10 ins, 8" thk ne 38 0.069 10.0 6.25 239 0.27 10 e 521 0.069 10.0 6.21 3236 0.24 127 s 205 0.069 10.0 5.93 1214 0.05 10 w 576 0.069 10.0 6.25 3602 0.27 158 all 1601 0.061 10.0 6.20 9924 0.24 377 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 ne 12 0.350 0 29.7 357 38.2 458 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk e 48 0.350 0 29.7 1426 56.7 2722 s 45 0.350 0 29.7 1347 30.5 1383 s 83 0.350 0 29.7 2476 30.5 2542 all 189 0.350 0 29.7 5606 37.7 7106 Doors 11 P0: Door, mtl pur core type n 42 0.290 10.5 24.6 1034 7.25 305 e 21 0.290 10.5 24.6 517 7.25 152 e 28 0.290 10.5 24.6 689 7.25 203 all 91 0.290 10.5 24.6 2241 7.25 660 Ceilings 16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceil ins, 5/8" 3811 0.022 44.0 1.87 7117 1.07 4066 gypsum board int fnsh , 4 wrightsoft Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-1516:23:17 ACCX W:\Wrightsoft HVAC\Toll 4 Plex.rup Calc= MJ8 Orientation = S Page 3 Floors 20P-38t: Flr floor, frm flr, 6" thkns, r-44 cav ins, amb ovr 1905 0.030 38.0 2.55 4852 0.26 486 21 B-24t: Bg floor, heavy dry or light damp soil, full int ins cov, r-5 ins 1906 0.017 3.0 1.44 2750 0 0 wrightsoftt- Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:2317 ,CCU, WAVVrightsoftHVAC\To114PIex.rup Calc=MJ8 Orientation=S Page4 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: b)4 ~Rkr k j 4e-eWaa., 0~ &ga t DATE OF SURVEY: 3 LATEST REVISION: m rn c t U O z Q DOCUMENT STANDARDS ,,Z' ❑ ❑ . Registered Land Surveyor signature and company ❑ ❑ . Building Permit Applicant .t'1 ❑ ❑ . Legal description ❑ ❑ . Address ❑ ❑ . North arrow and scale -~l ❑ ❑ . 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 ,e( ❑ ❑ . 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) 'z ❑ ❑ . Property corners "e 0 0 * Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ . Easement line C~ ❑ ❑ . NWL ❑ ❑ . HWL ❑ ❑ . Pond # designation ❑ / ❑ . Emergency Overflow Elevation . Pond/Wetland buffer delineation Y F1 . 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) ❑ ❑ • Show all easements of record and any City utilities within those easements ❑ ❑ . Setbacks of proposed structure and yard setback of adjacent existing structures fi7 ❑ ❑ Retaining wall requirements: / Reviewed By:.4 Q Date ZS ,3 G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 Certificate of Survey kot' TOLL BROTHERS 1400 Corporate Center Curve OF Eagan, MN 55121 1468, 1470, 1472, 1474 STEEPLECHASE LANE 3;1 ~Rlx+mUrtl Sloes / or i1ar'1g Wall Will ~C p V DE AND MAINTAIN I E ROTECTION UNTIL se i%04Uired F T F IS ESTABLISHED 00 ac~ o ~o e `970 69.7 yJ~ ~~'1 , / Zy / / / ~ • 4F ~•°4/ i ~~r 970.3 / $ o`~°°'e n p L 968.0 o fps O p,9a N- \ ry ° pt / i/a 4TH 970. ~`b ho \ >1 97.9 67.0 / Op 9) M 04Pk 70.7 / 9~0 X90 rO'4 \`~Q~ y Qbtij 966. 9~ O tiO< l i ~o• / ° o ti~ ~~A. 97 9 / Sorg pe< 'o a> o °t 9LO~Q\oo a`Ooh 9jf `r °/h $ 27,00\ \ `l° ~j~,d"'^ \ c\0 f1o~~s~gti / 1.83 µ ~r 4 G° °i'O t ? 00 9Q ' y ; o° ~,y J/ tom' . O 10, Q \ 4 ^o SS 868 ° / C Z s AroA O,9 ~ 90 971 ~Q qa, o O / O F °D 9e / Arop / oo~ NORTH C, i 9ss ~ °j °y v //sto 0 r }i9 sal $ o 964 Z l 9or y. / pO ®'"s co c oo "oir, Of 0,0 04 1 > 7 95j1 Q 3 J0p w / C? Q Z 4soo 972.6 71. m ~ t94 2v,°j 9s3 / co C O b ~U O~ yob O v A 0 30 N Aso n`~ 1ss4 ~ / ^<Y oQ o 3° / mQ q ~o10 V C3~ •~br~, s~oeck / A Q 3 ~ o ~ o ~ •c°•QFa~' ~ / SCALE IN FEET o o /ecx. 9_n 'de° 9B3 / ^o 4 3°~ ci v, o ~M cge`c Bearings shown ore assumed g- 3 r w / !L 1083 co C aJ O h /ti~titi L C0 y ° r 4 BENCHMARK s 9g q\ ~i s~```\ Top Nut Hydrant Lots 1 and 2, ~ c°a sty 1L1~ / (1 1 Block 3, Steeplechase Elevation = 989.17 feet (NGVD 1988) es>.5` / 9g 81`77 / +1 SITE BENCHMARK ^ ` 9 oy6 0 \ o' pop Of :I Top of 15' offset IP located at the ret g46 0, . gat / ss. northwest corner of the building. y Prop. San. & Water ~ j ° e \ " 9~ yo• ~ Elevation = 970.73 feet ea4~ & orwO// e60 Inv. elev. = 958.1 as shown hereon. 94~~5 ' os ® h,bV ~3' e "th y0` WO House Sao mod'' 944 ® a6.7 Minimum lowest floor / LP 7. elevation = 963.1 (1472 & 1474) IAlL=938.3 \ elevation = 963.6 (1468 & 1470) AREA HWL=941.3 LEGEND Lot 8, Block 8 Area = 25,408 sq. ft. Total Condo area = 703,324 sq. ft. 0 = Iron monument found = Drainage Direction 20% Max. Coverage = 140,665 sq. ft. a = Offset nail unless otherwise noted -640- = Prop. 10' contours from grading plan -842- = Prop. 2' contours from grading plan Foundation Lot 1, Block 6 = 7033 sq. ft = Drainage & Utility Easement Existing sanitary sewer Foundation Lot 2, Block 6 = 6 671715 5 sq. ft x8oo.o = Existin Elevation -<< = Existing storm sewer Foundation Lot 3, Block 6 = 9073 sq. ft. g Foundation Lot 1, Block 7 = 9074 sq. ft. eoo. = Proposed elevation from grade - I - = Existing water onhole Foundation Lot 2, Block 7 = 7106 sq. ft. or development plan M Gate Sanitary manhole Foundation Lot 1, Block 8 = 6676 sq. ft. = Hydrant Foundation Lot 2, Block 8 = 6815 sq. ft. D = Flared End Section Foundation Lot 3, Block 8 = 6709 sq. ft. ® = Catch Basin Foundation Lot 4, Block 8 = 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. Foundation Lot 6, Block 8 = 8958 sq. ft Foundation Lot 7, Block 8 = 8879 sq. ft. Foundation Lot 8, Block 8 = 9167 sq. ft. Foundation Lot 9, Block 8 = 8876 sq. ft PROPOSED ELEVATIONS PROPOSED ELEVATIONS Total Foundation coverage = 110,862 sq. ft. 1468 & 1470 1472 & 1474 Remaining coverage Available = 29,803 sq. ft. Garage floor elev. = 971.9 Garage floor elev. = 971`4 CITY OF E A G A N Top of block elev. = 972.2 Top of block elev. = 971.7 Lot 8, Block $ Lowest floor elev. = 963.6 Lowest floor elev. = 963.1 STEEPLECHASE DRAWN: SCA CHECKED: HDN Drawing File: 700\718-L8-B8 DWG WGOF EAGAN Proj 1~ i f em. Subject to easements of record, if any. B- D _ w.. I hereby certify that this survey, plan or report was prepared by E:AGAi~ >PIGIi~iElt~:>Ii1NG DEPT. me or under my direct supervision and that I am a duly Licensed Land Sur~reyor under the laws of the State of Minnesota. Minnetonka, MN. xvvsmsT° LTD Phone: (952) 933-0972 January 21, 2013 Fax: (952) 933-1 153 P••s7: iBbe Henry D Kelso MN License No. 17255 Date www.rik-kuusisto.com \-,7 6190 Blue Circle Dr.-Suite #100-Minnetonka, MN. 55343 Jan 21, 2013 2:06prn City of Evan Address: 1468 Steeplechase Lane Zip: 55122 Permit 108985 The following items were / were not completed at the Final Inspection on: Complete Incomplete Comments 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 • 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. Building Inspector: ~I G\Building InspectionsTORMS\Checklists • C!ty of Eakall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 0077.014 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: I bo 114- Site Address 14.P S Ct.Cite- Int �, Unit #: Name: \\ Ge- i" w_._.... ww. �..�_. ..... _w.�. Te.-rV' I+tui get Phone: 1,10— 737~ 3 70 4 Owner Resident/ Address /City /Zip: Oto 0 " PI (rt(, UCt-{ ��1 t r • ( r J 8I ie / 01l 4(1)4 39 Applicant is.: Owner X Contractor c� 1 Construction Cost: 201 4540 Multi -Family Building: (Yes / No ` Company: LD u +r ,e'r 2 wvtdGiZ(I 1 1 TbvYIQ,Y- _ / (' � Du.. Contact: 14'!/ Contractor Address: 3 (43 WO 'a*t4 Ti o �( City: ra- State: OA $ Zip: Sj S (2- 3 Phone: �p Z 8`7S 3 73 � Li�License #: e.„ 63 ,S 9 cf � Lead Certificate #: %Z^ 8S )V - Q/ l/ 3 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 the are trade secrets CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Buil ng Code must be completed within 180 days of permit issuance. au1 Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE / 'Lob Coco 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 Ak 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 Plan Review (25%_ 100% 1.")v - Census . )Census Code # of Units # of Buildings Type of Construction 8. m� L/34 Occupancy 7124 —3 MCES System Code Edition ,Za/"1 SAC Units Zoning PO City Water Stories Booster Pump Square Feet PRV Length Fire Sprinklers Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) 5Y'- 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: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 309 7)-- a ,FJ , Building Inspector 85S %7 leo Page 2 of 3 City otEapu 3830 Pilot Knob Road Eagan MN 55122 hone:(651)675-5675 Fax: (651) 675-5694 RECEIVED FEB 1 it 2014 Use BLUE or BLACK Ink For Office Use Permit #: f L 0 (lelg Permit Fee: 100: to Date Received: J) [ , Staff: 06) J 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: d^^`11Site Address: 111CoV Si'et ,(p eLA St. Tenant: \G.eSt ei e v`. 'TAO k Y-1ti . Suite #: Property Owner Name: Y..t.,IM 066,1 i 0.5 Address / City / Zip: Applicant is: Owner t(. Contractor Phone: Description of work: d. Add � Q�oc4i'e I�.nad cAr CcutAx., �. Construction Cost: 900 Estimated ompletion Date: jup Name: License #: - /S— Address: 5115 in; 11nel.-c..L_a_,4l& City: State:. it.) Zip: 55/613 Phone: La.S (- as(- /ego Contact: Email: FIRE PERMIT TYPE Sprinkler System (# of heads _) _ Fire Pump _ Standpipe Other: WORK TYPE New Addition )t Alterations Remodel Other: DESCRIPTION OF WORK: _ Commercial \ Residential _ Educational FEES $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value $ lex) ~ x .01 _ $ Permit Fee = $ Surcharge* = $ epo TOTAL FEE 3/4" Displacement Fire Meter - $260.00 =$ Fire Meter _ $ TOTAL FEE *Requirements: 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 bei accordance with the approved plan in the case of work which requires a review and approval of plans. x ''t a in 'L ' W r tnd t - Applicant's Printed Name Applicant's Signature FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Trip Conditions of Issuance Flow Alarm Pump Test Drain Test Central Station Permit Reviewed by: %' / ," r Date: Rough In Final PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA120211 Date Issued:01/27/2014 Permit Category:ePermit Site Address: 1468 Steeplechase Lane 25 Lot:8 Block: 8 Addition: Steeplechase Of Eagan PID:10-72540-10-025 Use: Description: Sub Type:Residential Work Type:Alteration Description:Basement Fixtures Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fixtures:vanity,stool, shower Mike Schiltz P.o. Box 22172 Fee Summary:PL - Permit Fee (miscellaneous)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Joseph W Mitlyng 1468 Steeplechase Lane 25 Eagan MN 55122 Hessian Plumbing Services Box 22172 Eagan MN 55122 (651) 681-8252 Applicant/Permitee: Signature Issued By: Signature