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1472 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: CGf- UJ _ _ Use BLUE or BLACK Ink _ t I For Office Use 1 l c one o9 tD LP I Permit I City of Eapn - + ,7-a 7 14 I Permit Fee 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 Staff: cW I I I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 1 ZI' Site Address: 141-7- ma's ~-A`l Unit Name: Phone: (o) ~VS -V %o 0 1 Resident/ _ Owner Address/ City/ Zip: Mka4j, MJ S~ / L L Applicant is: Owner X Contractor JX_ Type of Work Description of work: nvi.-yI-we g~ d Construction Cost: Jyl 1 'uJ Multi-Family Building: (Yes X / No ) Company: 13A411A4;A5 /w1L. • Contact: /21 t-.64 - X4.rTx-Q4')r, Address: .S1,L,t,_u. kcf L,4,Jk- City: A `J Contractor f t)l~Grcd State: M/J Zip: ~S1 Z t Phone: lj(r1-3b r Obp► (0 - LQ~°r License 1~ s3 Colo Lead Certificate AJ / If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) r,D /V ~t„1 ff)a S ~'~l~.n ~ J - ~ ~f~J'ri r4~- L~ f ~ f oc,~z, b 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 _XNo If yes, date and address of master plan: Licensed Plumber: Sfxj 'J\v l.-J Nk al -J Phone: Tb t }y'b 3 Mechanical Contractor: R,ay ~1. W sr (0/ (vPhone: b Sewer & Water Contractor: ~g M )C)lA~ A-riJJ ~Sic,✓t•^r WA-f"kn., Phone: (9Jr~ 0 ~.~f~ 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.ciopherstateonecall.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 Z-40- AXTI-b x Applicant's Printed Name Applicant's Signature Page 1 of 3 , DO NOT WRITE BELOW THIS LINE 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 _q 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 Valuation 4-1 ~g q Occupancy c. 3 MCES System Plan Review Code Edition 04 1f,~4/X~,IQ7 SAC Units (25%_ 100%41 Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction V Width 2 r REQUIRED INSPECTIONS 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 ___,Y- Framing Siding: -Stucco Lath to a- -Brick Fireplace: 4 Rough In VAir Test Final Windows Insulation Retaining Wall: - Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee V (l~t`L (1 -1 1` l ~f Surcharge t77 Plan Review rt n MCES SAC ~t City SAC Utility Connection Charge S&W Permit & Surcharge -Ul ~ro~ 17 70 Treatment Plant 7 Copies s" 14J 75 TOTAL C~ Page 2 of 3 Toll Architecture January 16, 2013 `I Richard Kittredge r I/ Steeplechase of Eagan - Carriages 1442 Steeplechase Lane Eagan, MN 55122 RE: TBI Lots #025, 026W_ 028 V. 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. C::ff-y vi at this pf! m, Speccl- io^, or rC-1110 i eras prcpared by 01 L:71; .7 111 dl CC;i &sp.', r S1Gn r:u. _ . a Li'.~t rig ' -z"c1 ---l Ali IU~4 F ~`n -PVi..iii • LISA 1U GROSSZE ig37at': Date 1(0 (3 Li e 444$35 Lisa M. Grosse, P.E. 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 `Toll `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: 1472 Steeplechase Lane Lot: #27 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: 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. 1117113 Applicant Name (print):~~,~ Signature/Date: Code Official (print): Signature/Dat . 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 0 2) c 3 rt cD z cn rt c CD M (D Jbb c ~o ti a W ~ a t vl E lw~ i ~o o z C. e) a~ p - 1 1 A L o. ~ o G n S aS a o 0 0 ` c CL O (A M m a a oh ..L L L ~ a 0 r a `1 60y a CA 0 En 0 ell G CD W n i~ cr Clip s ^ 6 L Load Short Form Job: Toll 4 Plex Wrlghtsofto nr✓ Date: lot 27 all V By Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: w=lterheating.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 4TXFH018AS3+*UY060R9V3 ARI ref no. 1052416 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 15960 Btuh Heating output 56000 Btuh Latent cooling 6840 Btuh Temperature rise 69 °F Total cooling 22800 Btuh Actual air flow 760 cfm Actual air flow 760 cfm Air flow factor 0.019 cfm/Btuh Air flow factor 0.053 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 CIgAVF (w) (Btuh) (Btuh) (cfm) (cfm) lot 27 basement 1780 22210 5755 430 304 lot 27 main 1837 17088 8641 330 456 lot 27 all 3617 39298 14396 760 760 Other equip loads 0 0 Equip. @ 0.93 RSM 13360 Latent cooling 1307 TOTALS 3617 39298 14667 760 760 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 CK W:\Wrightsoft HVAC\Toll 4 Plex.rup Calc= MJ8 Orientation = S Page 4 Duct System Summa Job: Toll 4Piex Wrlghtsofto Date: lot 27 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: 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 760 cfm 760 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 lot 27 basement h 1919 143 101 0 0 Ox0 ShMt 0 0 ot27 basement-A h 1918 143 101 0 0 Ox 0 I ShMt 0 0 ot27 basement-B h 1918 143 101 0 0 Ox 0 ShMt 0 0 1ot27main C 2880 110 152 0 0 Ox0 ShMt 0 0 1ot27main-A c 2880 110 152 0 0 Ox0 ShMt 0 0 lot 27 main-B I c 28801 1101 152 1 01 01 Ox 0 1 ShMt 1 0 1 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 rb7 OX 0 760 760 0 0 0 0 Ox 0 ShMt - wrightsoft- Right-Su ite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:20 CCK W:\WrightsoflHVAC\To114Plex.rup CaIc=MJ8 Orientation=S Page3 wrightso' Right-JO Worksheet Job: To114Plex lot 27 all Bate: By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.vvelterheatng.com 1 Room name lot 27 all lot 27 basement 2 Exposed wall 270.7 ft 183.3 ft 3 Ceiling height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 1780.0 ft 5 Room area 3617.0 ft2 1780.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft? °F) (Btuh/ft2) 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 n 0.00 0.00 0 0 0 0 0 0 0 0 1-G 2 glazing, cir 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 0.00 0.00 0 0 0 0 0 0 0 0 11 1-D 11P0 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0,068 n 5.77 1.08 243 199 1150 215 0 0 0 0 I -G 1 D-c2ov 0 570 n 48.39 17.86 12 0 581 214 0 0 0 0 I-G 2 glazing, cir outr, 0.350 n 29.72 15.04 12 0 357 181 0 0 0 0 -D 11 PC, 0.290 n 24.62 7.25 20 20 488 144 0 0 0 0 W 1513-10s3c-2 0 083 n 6 74 0 68 234 234 1576 160 234 234 15;6 160 W 15B-10sc-4 0.083 n 0 00 0 co 0 0 0 0 0 0 G 0 W 1513-10s 3c-6 0.083 n 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 1 G 2 glazing, cir outr, 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-6 0 083 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 e 0.00 0.00 0 0 0 0 0 0 0 0 1 G '2 glazing, cir outr, 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 a 0.00 0.00 0 0 0 0 0 0 0 0 I-G 2 glazing, cir outr, 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 1-D 11 PO 0 290 e 0 00 0.00 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 e 5.77 1.08 117 117 675 127 0 0 0 0 W 156-10s3c-2 0.083 e 6.74 0.68 558 558 3758 382 558 558 3758 382 W 15B-10s3c-4 0 083 e 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-5 0.083 e 0.00 0.00 0 0 0 0 0 0 0 0 1-D 11 PO 0,290 e 0.00 0 00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2 glazing, cir 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 W 12E-Osw 0 068 s 0 00 0.00 0 0 0 0 0 0 0 0 1-G 2 glazinq, cir outr 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 '.N 12E-Osw 0.068 s 5.77 1.08 288 236 1364 256 0 0 0 0 1-G 2 glazing, cir outr 0.350 s 29.72 30 51 52 0 1535 1576 0 0 0 0 W 1513-1WS C-2 0 083 s 6.65 0.65 279 219 1456 142 279 219 1456 142 1G 2 giazinq, cir outr 0 350 s 29.72 30 51 60 0 1783 1830 60 0 1783 1830 W 156-10s3c-4 0.083 s 0.00 0.00 0 0 0 0 0 0 0 0 1---G 2 glazing, cir outr 0,350 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-6 0 083 s 0.00 0.00 0 0 0 0 0 0 0 0 1-G 2 glazing, cir outr, 0 350 s 0 00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 ~-G 2 glazing, cir ou 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 D 11P0 0.290 w 0,00 0.00 0 0 0 0 0 0 0 0 W 1217-0ss.v 0 068 w 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 w 5.77 1.08 81 53 306 57 0 0 0 0 D 11 PO 0.290 w 24.62 7.25 28 28 689 203 0 0 0 0 W 156-10s3c-2 0.083 w 6.72 0 68 522 494 3319 334 522 494 3319 334 ~D 11P0 0.290 w 24.62 7.25 28 28 689 203 28 28 689 203 W 15B-10s3c-4 0.083 w 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-10s3c-6 0 083 w 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 5.77 1.08 58 29 168 31 0 0 0 0 6 c) AED excursion 989 558 Envelope loss/gain 34513 11151 19166 5549 12 a) Infiltration 4785 325 3044 207 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) 39298 14396 22210 5755 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39298 14396 22210 5755 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 39298 14396 22210 5755 Air required (cfm) 760 760 430 304 Printout certified byACCA to meet all requirements of Manual J 8th Ed. r}~- wr:grasorc Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 A W:\WrightsoftHVAC\Toll4Plex.rup CaIc=MJ8 Orientation=S Page8 + wriahtsoft, Right-M Worksheet Job: Toll 4 Plex lot 27 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.welterheating.com 1 Room name lot 27 main 2 Exposed wall 87.3 ft 3 Ceiling height 9.0 ft heat/cool 4 Room dimensions 1.0 x 1837.0 ft 5 Room area 1837.0 ft2 Ty Construction U-value Or HTM Area (fv) Load Area Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ;V1 12E-0sw 0.068 n 0.00 0.00 0 0 0 0 IG 2 glazing, clr outs, 0.350 n 0.00 0.00 0 0 0 0 ~D 11 PO 0.290 in 0.00 0.00 0 0 0 0 W 12E-0sw 0.068 in 0.00 0.00 0 0 0 0 11 1D 11 PO 0.290 n 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 n 5.77 1.08 243 199 1150 215 ~--G 1 D-c2ov 0.570 n 48.39 17.86 12 0 581 214 I--G 2 glazing, clr outr. 0.350 n 29.72 15.04 12 0 357 181 I -D 11PO 0.290 in 24,62 7.25 20 20 488 144 VV 15B-10s3c-2 0 083 in 6 74 0.68 0 0 0 0 Wt 156-10s3c-4 0.083 in 0.00 0.00 0 0 0 0 W 1513-11 0 083 n 0 00 0 00 0 0 0 0 W 12E-0sw 0 068 ne 0,00 0.00 0 0 0 0 1 G 2 glazing, clr outs, 0.350 ne 0-00 0.00 0 0 0 0 W 15B-10s3c-6 0.083 ne 0.00 0.00 0 0 0 0 W 12E-Osw 0:068 e 0.00 0.00 0 0 0 0 I G 2'glazing, clr outr, 0.350 e 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 a 0.00 0.00 0 0 0 0 i-G 2 glazing, clr outr, 0.350 a 0.00 0.00 0 0 0 0 1D 11 PO 0.290 a 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 e 5.77 1.08 117 117 675 127 W 1513-10s3c-2 0,083 e 6.74 0.68 0 0 0 0 W_ 1513-10s3c-4 0.083 e 0.00 0.00 0 0 0 0 W 1513-10s3c-6 0 083 e 0 00 0.00 0 0 0 0 ~D 11 PO 0 290 e 0.00 0.00 0 0 0 0 Vd 12E-0svv 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 11PO 0.290 s 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 s 0.00 0 00 0 0 0 0 ~G 2 glazing, cir outr, 0 350 s 0.00 0.00 0 0 0 0 1 W 2E-Osd 0.068 s 5.77 1.08 288 236 1364 256 L,...:.G 2 glazing, cIr outr, 0.350 s 29.72 30.51 52 0 1535 1576 W 1513-10s3c-2 0.083 s 6 65 0 65 0 0 0 0 1 2 glazinq, clr outr, 0 350 s 29.72 30 51 0 0 0 0 W 15B-1Cssc-4 0.083 s 0.00 0.00 0 0 0 0 I-G 2 glazing, cir outr, 0.350 s 0.00 0.00 0 0 0 0 t-D 11 PO 0.290 s 0.00 0.00 0 0 0 0 W 15B-IOssc-6 0 083 s 0 00 0.00 0 0 0 0 I G 2 glazinq, clr oUtr, G 350 s 0.00 0.00 0 0 0 0 W 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 D 11 PO 0.290 w 0.00 0.00 0 0 0 0 W 12E-Osw 0.068 w 0.00 0 00 0 0 0 0 W 12E-0svd 0,068 w 5.77 1.08 81 53 306 57 ~D 11 PO 0.290 w 24.62 7.25 28 28 689 203 W 1513-10s3c-2 0 083 w 6.72 0.68 0 0 0 0 I--D 11 PO 0 290 w 24.62 7.25 0 0 0 0 W 11513-111 0.083 W 0.00 0.00 0 0 0 0 W 1513-111 0 083 w 0 00 0 00 0 0 0 0 W. 12E-Osw 0,068 nw 5.77 1.08 58 29 168 31 6 c) AED excursion 431 Envelope loss/gain 15348 5603 12 a) Infiltration 1741 118 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 2000 Subtotal (lines 6 to 13) 17088 8641 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 17088 8641 15 Duct loads -0% 0% 0 0 Total room load 17088 8641 Air required (cfm) 330 456 Printout certified byACCA to meet all requirements of Manual J 8th Ed. { wr:giitsofC Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 W:\Wrightsoft HVAC\Toll 4 PIex.rup Calc= MJ8 Orientation = S Page 9 Job: T°" a Piex 'wrightsaftAEDAssessment Date: lot 27 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: Dally range (°F) - 19 (M) Wet bulb (°F) - 72 Wind speed (mph) 15.0 7.5 I Test • Adequate Exposure Diversity Hourly Glazing Load 9,0001- 8,000-!- I 7,000 t 6,000 IP""_v m I 0 5,000-II m !i N 0 4,000 3,000 - 2,000 1,000- 0 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 46.2%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 989 Btuh (PFG - 1.3*AFG) wrightsofltp Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 ACCK W:\Wrightsott HVAC\Toll 4 Plex.rup Calc= MJ8 Orientation = S Page 4 Project Summar Job: Toll 4 Plex " Wrlgr1t50ft" y Date: lot 27 all By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: wm.mlterheating.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 39298 Btuh Structure 14396 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 39298 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 13360 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 3 (Average) Structure 1307 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft') 3617 3617 Equipment latent load 1307 Btuh Volume (ft3) 29883 29883 Air changes/hour 0.11 0.05 Equipment total load 14667 Btuh Equiv. AVF (cfm) 53 24 Req. total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trane Trade XB13 Model TUC1B060A9361A* Cond 4TTB3024A1 GAMA ID 164847 Coil 4TXFH018AS3+*UY060R9V3 ARI ref no. 1052416 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 15960 Btuh Heating output 56000 Btuh Latent cooling 6840 Btuh Temperature rise 69 OF Total cooling 22800 Btuh Actual air flow 760 cfm Actual air flow 760 cfm Air flow factor 0.019 cfm/Btuh Air flow factor 0.053 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. } wrightscft° Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 ACCK W:\Wrightsoft HVAC\Toll 4 Plex.rup Calc= MJ8 Orientation = S Page 4 Component Constructions Job: Toll 4 Plex - rightsoft~ Date: lot 27 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 CIg HTM Gain ft' Btuh/ft'-°F ft'-°F/Btuh Btuhitl Btuh Btuhfft' Btuh Walls 12E-Osw: Frm wall, vnl ext, 1/2" wood shth, r-19 cav ins, 1/2" n 199 0.068 19.0 5.77 1150 1.08 215 gypsum board int fnsh, 2'x6" wood frm a 117 0.068 19.0 5.77 675 1.08 127 S 236 0.068 19.0 5.77 1364 1.08 256 w 53 0.068 19.0 5.77 306 1.08 57 nw 29 0.068 19.0 5.77 168 1.08 31 all 635 0.068 19.0 5.77 3663 1.08 686 15B-1 Os3c-2: Bg wall, heavy dry or light damp soil, concrete wall, n 234 0.061 10.0 6.74 1576 0.68 160 r-10 ins, 8" thk e 558 0.061 10.0 6.74 3758 0.68 382 s 219 0.061 10.0 6.65 1456 0.65 142 w 494 0.061 10.0 6.72 3319 0.68 334 nw 58 0.061 10.0 6.74 388 0.68 39 all 1563 0.061 10.0 6.72 10498 0.68 1058 Partitions (none) Windows 1 D-c2ov: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, in 12 0.570 0 48.4 581 17.9 214 1/4" thk n 12 0.350 0 29.7 357 15.0 181 S 52 0.350 0 29.7 1535 30.5 1576 s 60 0.350 0 29.7 1783 30.5 1830 all 136 0.350 0 31.4 4255 28.0 3801 Doors 11 PO: Door, mtl pur core type n 20 0.290 10.5 24.6 488 7.25 144 w 28 0.290 10.5 24.6 689 7.25 203 w 28 0.290 10.5 24.6 689 7.25 203 nw 29 0.290 10.5 24.6 704 7.25 207 all 104 0.290 10.5 24.6 2571 7.25 757 Ceilings 16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 5/8" 3617 0.022 44.0 1.87 6756 1.07 3859 gypsum board int fnsh Tr' wrigtatsoft°' Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 rC W:\Wrightsoft HVAC\To114 Plex.rup Calc= MJ8 Orientation = S Page 7 Floors 21A-24t: Bg floor, heavy dry or light damp soil, tile fir fnsh 1837 0.025 0 2.12 3899 0 0 21 B-20t: Bg floor, heavy dry or light damp soil, prm int ins cov, r-5 1780 0.019 3.0 1.61 2871 0 0 ins jt~ -F~ F wrightsoft- Right-Suite® Universal 7.1.17 RSU11308 2013-Jan-15 16:23:17 ACCK W:\WrightsoftHVAC\Toll4Plex.rup Calc=MJ8 Orientation=S Page8 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION " PROPERTY LEGAL: L4 8 ahc-K, B~kxliag 0~ &qa&A DATE OF SURVEY: 1121 ' J3 T LATEST REVISION: m rn c s U_ Q ~ O z Q DOCUMENT STANDARDS ,,0' ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ . Building Permit Applicant ❑ ❑ . Legal description ❑ ❑ • Address ~e ❑ ❑ . North arrow and scale .[?f ❑ ❑ . House type (rambler, walkout, split w/o, split entry, lookout, etc.) /d ❑ ❑ . 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 ❑ ❑ . 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 ,Pl ❑ ❑ • Garage floor ,P' ❑ ❑ • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners ,z ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ ❑ • NWL ❑ ❑ • HWL ❑ ❑ • Pond # designation ❑ / ❑ • Emergency Overflow Elevation El Fl- • Pond/Wetland buffer delineation Y Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ . Lot lines/Bearings & dimensions ,e ❑ ❑ • 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 ❑ ❑ • Retaining wall requirements: Reviewed By: Date ~S G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 Certificate of Survey kot~ TOLL BROTHERS OF 1400 Corporate Center Curve Eagan, MN 55121 1468, 1470, 1472, 1474 STEEPLECHASE LANE :1 ~A ~+Mu4't'1 Slopes iii air~g Wall Wit p V DE AND MAINTAIN L E ROTECTION UNTIL. 1~0 wired 0 T F IS ESTABLISHED .~5 a\ 'a \7 j ~ 1 41 70, lip ' 0"%te r 69.7 X970 2~~9 StQ r r! \ E rr 1 9• 970.3 0 0.1 J 970. L 968.0 ~ / t7 of 0.1 a X03 ^m7` 1~ 97 .9 67.0 0 M Or a 70.7 / 9 14* 0 156, A O cgs n / 4:/ \ 970.9 9 966. o~`~`O<'~ ~ et of s~~b & o ° a 0 Q / ^1.83 a / v ^ 90 4 9>>'s lil va ~If b oo p ~ / oo o ° J °aA '0" 0 / r 4 i t~G\ 966 \eo Oh~° i v y yStp 94,0 x0°a i 9 97r ~.IC SSO~ 971 Q hm 9e / Ar a NORTH e r p / O J ° 0 ,9154 1b Q / v Z f l 90r p' / p ®~e Fo\ , -6 J o / ~ , 4 fi aa, / oc / o9e / r a ° f ° v O~\. rop Of oQ ° / oy ; p C / 9~2Z J \ Il 872.6 ' 2g `4 S `~3 1 71. m 9S?~? 9 ^ Q 3 r ~OR7Q°Jy i C Fad / ~C a tODA to `ys94 6. J [y r U O O / v v~ L 0 30 y° oo d 94 /\`V :CL 3° ~u® 6'~„ ~ ~ ~ s/,oeck / d. i 3 / •..Q1 0 ~ o r°. Q F as e s2 / ro / ° u o> y a r 4 / SCALE IN FEET r N \ ' P~hh 9 deC 963 ^p Qo / N a` a, o /gem / o Bearings shown are assumed tz a ~9 2 r ~oe3 ^ '0 r~"'"~, o 410 o' y / Q 0., 0 " M BENCHMARK s ss~ 4j3 96~ Top Nut Hydrant Lots 1 and 2, Block 3, Steeplechase FOR/ Elevation = 989.17 feet (NGVD 1988) SITE BENCHMARK 9y6 ° ~ •ti° ~ 17oJ/ Of Top of 15' offset IP located at the yet y48 o,°j `rotor northwest corner of the building. ^o e nrry 96 ~y Prop. San. & Water Elevation = 970.73 feet 944 ~tJrr~ ~ o/i o Inv. elev. = 958.1 as shown hereon. 94~ h01 WO House G940~\ 'r8'~ 4¢ 46.7 Minimum lowest floor / LP 7, elevation = 963.1 (1472 & 1474) NWL=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. • = Iron monument found = Drainage Direction 20% Max. Coverage = 140,665 sq. ft. ® = Offset nail unless otherwise noted -840_ = Prop. 10' contours from grading plan Foundation Lot 1, Block 6 = 7033 sq. ft - -842- = Prop. 2' contours from grading plan Foundation Lot 2, Block 6 = 6715 sq. ft = Drainage & Utility Easement - = Existing sanitary sewer Foundation Lot 3, Block 6 = 9073 sq. ft. x800.0 = Existing Elevation = Existing storm sewer Foundation Lot 1, Block 7 = 9074 sq. ft. aoo. = Proposed elevation from grade - I - = Existing water Foundation Lot 2, Block 7 = 7106 sq. ft. or development plan M = Gate Sanitaryvalve 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. 9719 9714 Garage floor elev. = Garage floor elev. _ CITY OF E A G A N Top of block elev. = 972.2 Top of block elev. = 971.7 Lowest floor elev. = 963.6 Lowest floor elev. = 963.1 Lot 8, Block 8 STEEPLECHASE DRAWN: SCA CHECKED: HDN Drawing File: 700\718-L8-B8.DWG '1~ tD OF EAGAN Proj Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by BAGAN LNGINEERING DEPT. me or under my direct supervision and that I am a duly Licensed Land Suryeyor under the laws of the State of Minnesota. R.I.K Minnetonka, MN. !rte ~f-', ~ INTO LTD Phone: (952) 933-0972 January 21, 2013 Fax: (952) 933-1153 ~ .1960 'v, Henry D Kelso, , MN License No. 17255 Date www.rik-kuusisto.com 6110 Blue Circle Dr. -Suite #100 -Minnetonka, MN. 55343 Jon 21, 2013 2: 06pm City of Faun Address: 1472 Steeplechase Lane Zip: 55122 Permit 109006 The following items were / were not completed at the Final Inspection on: Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage ~'Zl 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 t 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. 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