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1451 Steeplechase Lane Lor 5 6l `g1193a-17 e U' J~ I Use BLUE or BLACK Ink 1 (J For Office Use City of LPermit • Permit Fee: C~ s 3830 Pilot Knob Road Eagan MN 55122 ` Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 1 Staff: I S g (d (Mqc) 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: 1491 S ru j0t Ec q4&*_ >AJf. Unit Name: TO L%. SR-O T'M PA L I J t... Phone: X01 ) - I Is S- O %00 Resident! t Owner Address / City / Zip: 1-f o srt)E.P(._GNl C f_ LJ}~P-~ F_At.AJ0 M,y r rlu Applicant is: _X_ Owner k Contractor Z-3- - 6- ~(t Type of Work Description of work: NEW V S►Ax.-Jr/*%. 3-%JIJPf* r0 hL410A4t- 9LAI6. Z Multi-Family Building: (Yes / No Company: TCLt.. 80-0- H,I-S , IPJC-. Contact: Jolt hie1So-J Contractor Address: I `f~✓ SrI. APL.& CNAt1E, (.1 WiC City: ~..A%&j4+J State: MA) Zip: S'sVeldt Phone: sl.3ys='OtoOl (0m) 40-n?' eo ! • CE"- License St-.M 93 (P to a Lead Certificate d 1 A If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) Nf_tJ RrGs►aF.-~r~~t T"%)W.JM0r4K_ - L*413 Ear. 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: S?X1AJ%.0 I"%_V)4$1*A6 Phone: I%A3- Mechanical Contractor: RAy ti. Wr_4ie#t iAyAc. Phone: 61 L . Sewer & Water Contractor: _ pSM Exu4~~tn~.~ Phone: i6r) " 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.go[)herstateonecall.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 Too N+Lato-i x Applicant's Printed Name Page 1 of 3 DO NOT WRITE BELOW THIS LINE I 011 q 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 3 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 I DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition ; 2WI SAC Units (25%_ 100%) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire, Sprinklers Type of Construction Width REQUIRED INSPECTIONS 0 I t A.~, Footings (New Building) Meter Size: I/ u s g 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 Lath Stone La Brick Fireplace: Rough In Air Test Final Windows X- I Insulation Retaining Wall: _ Footings _ Backfill Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: _ 11 , Building Inspector RESIDENTIAL FEES r/ 0,7 d) Base Fee 34 / Surcharge r~ Plan Review MCES SAC City SAC90 S} t Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL t Date: 3/22/2013 Revision Date: 3/22/2013 New Construction Site Information V A751 Lalfic_ Address 1: Project Steeplechase of Eagan Address 2: Wayzata Lot: #56 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: 4553 sq. ft. Avg. Ceiling Ht: 12.3 Number of Bedrooms: 3 ft. Ventilation : Exhaust Total Ventilation Capacity : 245 cfm. Minimum Continuous Ventilation :60cfm. Continuous Ventilation Provided: Exhaust: 60 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: 80,000 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 No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. Applicant Name (print): Signature/Date: , Code Official (print): Signature/Date. 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 3 o „ cn C m 0 I o y o 3 O @ rt y. (DD o0 0 G) O O @ O r-L 1► N C I o o Z 1N ~ b f 1 ~ ar V d f r r ~ ~ L 0~. :zz fD tit ° . C-0) h 7^f NPIP, _ c '1 a g o [ V Zr rc' o a (D 3 a o o n H oy Q, v% co O v' ~ N t ~ n g 7 to* cz 47" co cr 3• ~ 6 v~ N r Load Short Form Job: Toll 3 Plex ' " WrightSofto Date: Jul 19, 2010 Left Wayzata J ~ S ~ Bye Ray N Welter Heating Co L- 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 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 TUC1B080A9421A* Cond 4TTB3024A1 GAMA ID 164848 Coil 4TXAB025AS3+*UH2B080A9V3 ARI ref no. 1344141 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 80000 Btuh Sensible cooling 15680 Btuhs Heating output 74000 Btuh Latent cooling 6720 Btuh Temperature rise 93 °F Total cooling 22400 Btuh Actual air flow 747 cfm Actual air flow 747 cfm Air flow factor 0.014 cfm/Btuh Air flow factor 0.040 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 HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LH Basement 1973 20405 3264 280 132 LH MAIN 1973 23339 13295 320 536 Room1 997 10685 1954 147 79 Left Wayzata 4943 54429 18513 747 747 Other equip loads Equip. @ 0.93 RSM 0 I 171800 Latent cooling I I 1340 TOTALS 4943 54429 18520 747 747 Printout certified byACCA to meet all requirements of Manual J 8th Ed. 41- wrilghtstsftw Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 10:45:50 C W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 1 'roll Architecture April 15, 2013 Richard Kittredge Steeplechase of Eagan - Carriages 1442 Steeplechase Lane Eagan, MN 55122 RE: TBI Lots #056, 057, 058 Dear Rick, For TBI Lots #056, 057 and 058, 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. ti ~"liluy Sp@ct•- , f,[ tr. uT i ??y d. ,f 3fMff2tvttii©Il /C)X ~1 S 13 Ltc, s., ~:3-=835 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sy SECR 1tr0033 AO 64614 EASTERN DIVISION 250 Gibraltar Road Horsham, PA 19044 (215) 293-53003 FAX: (";215) 293-5314 PHILADELPHIA ORLANDO DALLAS f1 Toll !:Brothers COMP INS' `?roll Architecture IN April 15, 2013 Richard Kittredge Steeplechase of Eagan - Carriages 1442 Steeplechase Lane Eagan, MN 55122 RE: TBI Lots #056, 057, 058 Dear Rick, For TBI Lots #056, 057 and 058, 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. i here0"' C0,111r_✓ i:ha, L11?s phi-_, speci- fication, or re?,;on w.. s pre -d by me or undt r."Y dUc,c t supervision and that I Uri v!y Liecnsed • f r~~rwssiona? f -z ~.arrier ilre iaws 0; of iva Q?2C5`ota3. Nn't Nal e: SA M. GROSSE Signature: Date t S 3 License #44835 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sy SECR_1tr0033 AO 64614 EASTERN DIVISION 250 Gibraltar Road Horsham, PA 19044 (215) 293-5300 FAX: {215) 293-5314 PHILADELPHIA ORLANDO DALLAS Toll r-BrothffS C0.1VI'4N Load Multizone Summary Report Date: s, Job: Jul ul 19, 201 so1 rightsoft~ 0 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 Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft3 dm Btuh/ftz ft3 dM Btuh/ft2 Left Wayzata 30613 0.12 63 1.8 30613 0.05 26 0.1 Right Wayzata 23124 0.12 45 1.8 23124 0.05 19 0.1 Medina 26483 0.13 56 1.8 26483 0.05 23 0.1 Entire House 80220 0.12 164 1.8 80220 0.05 67 0.1 Load and AVF Summary ROOM NAME Area Htg load Clg load HtgAVF C1gAVF ftz Btuh Btuh Cfm Ctm. LH Basement 1973 20405 3264 280 132 LH MAIN 1973 23339 13295 320 536 - 79 Rooml Left Wayzata 4943 997 54429 10685 ( 18513 954 747 147 747 RH Basement 1927 20458 3729 362 178 RH Main 1927 27354 13967 484 668 Right Wayzata 3854 47812 17696 847 847 Medina LH 1605 22209 9280 298 412 Medina Basemen t 1605 21472 3931 288 175 Medina 3210 43681 13211 587 587 Entire House 12007 145922 47699 2180 2180 wrightscoft-- Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-2110:45:50 ACCA W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 1 'I1tSOft" Building Analysis Job: Toll 3Plex Date: Jul 19, 2010 Left Wayzata 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 - 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 -r Wind speed (mph) 15.0 7.5 Fireplaces 3 (Average) Component Btuh/ft2 Btuh % of load Walls 6.8 31076 57.1 Glazing 29.7 5537 10.2 rs Doors 24.6 1723 3.2 Ceilings 1.9 5508 10.1 Floors 1.7 4919 9.0 .,9= - Infiltration 1.8 5665 10.4 Ducts 0 0°° Piping 0 0 Humidification 0 0 Alt GG-m Ventilation 0 0 - Adjustments 0 Total 54429 100.0 i I • Component Btuh/ft2 Btuh % of load Walls 0.7 3110 16.8 m ~rna G.- Glazing 45.5 8480 45.8 Doors 7.3 508 2.7 oche, Ceilings 1.1 3147 17.0 Floors 0 0 0 Infiltration 0.1 349 1.9 9s Ducts 0 0 Ventilation 0 0 Internal gains 2920 15.8 Blower 0 0 DD.- Adjustments 0 G,Zng Total 18513, 100.0 Latent Cooling Load = 1340 Btuh Overall U-value = 0.050 Btuh/ft22F WARNING: window to floor area ratio = 3.8% - less than 5%. wrightsafit Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 10:45:50 ACCA W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 1 Component Constructions Job: Toll 319, Plex rlghtSnftX Date: Jul19, , 201 2010 Left Wayzata 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 4 Wind speed (mph) 15.0 7.5 Fireplaces 3 (Average) - Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain W Btuhtft? °F ft'-'FBtuh Btuh/ft' Btuh BtU[Vt2 Btuh Walls 12E-0sw: Frm wall, vnl ext, r-19 cav ins, 1/2" gypsum board int fnsh, n 228 0.068 19.0 5.77 1316 1.08 247 2"x6" wood frm a 568 0.068 19.0 5.77 3279 1.08 614 S 253 0.068 19.0 5.77 1461 1.08 274 w 499 0.068 19.0 5.77 2881 1.08 540 all 1548 0.068 19.0 5.77 8937 1.08 1674 15B-8s3c-4: Bg wall, heavy dry or light damp soil, concrete wall, r-8 n 264 0.074 8.0 7.38 1947 0.52 138 ins, 8" thk e 576 0.074 8.0 7.51 4325 0.58 336 S 297 0.074 8.0 7.51 2230 0.58 173 w 567 0.074 8.0 7.49 4252 0.58 327 all 1704 0.073 8.0 7.48 12754 0.57 974 15B-8s3c-6: Bg wall, heavy dry or light damp soil, concrete wall, r-8 n 387 0.073 8.0 6.96 2694 0.35 135 ins, 8" thk, 1/2" gypsum board int fnsh a 297 0.073 8.0 6.96 2068 0.35 104 S 387 0.073 8.0 6.96 2694 0.35 135 w 281 0.073 8.0 6.87 1929 0.31 87 all 1352 0.073 8.0 6.94 9385 0.34 462 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 n 48 0.350 0 29.7 1426 15.0 722.. glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk n 33 0.350 0 29.7 991 15.0 501 e 8 0.350 0 29.7 238 56.7 454 " s 16 0.350 0 29.7 475 30.5 488 w 56 0.350 0 29.7 1664 56.7 3176 w 9 0.350 0 29.7 258 56.7 492 w 16 0.350 0 29.7 485 56.7 926 . all 186 0.350 0 29.7 5537 36.3 6759 Doors 11 P0: Door, mt] pur core type n 21 0.290 10.5 24.6 517 7.25 152 S 28 0.290 10.5 24.6 689 7.25 203 w 21 0.290 10.5 24.6 517 7.25 152 all 70 0.290 10.5 24.6 1723 7.25 508 -4- wriightsaft,, Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 10:45:50 )!CACK W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 1 Ceilings 16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 veil ins, 5/8" 2949 0.022 44.0 1.87 5508 1.07 3147 gypsum board int fnsh Floors 21A-24t: Bg floor, heavy dry or light damp soil, tile flr fnsh 976 0.025 0 2.12 2072 0 0 21 B-24t: Bg floor, heavy dry or light damp soil, full int ins cov, r-5 ins 1973 0.017 3.0 1.44 2848 0 0 I P wri9htsoft`° Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 10:45:50 CN W:\VVrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 2 Project Summar Job: Toll 3 Plex WrlghtSOft~ Y Date: Jul 19, 2010 Left Wayzata 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/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 54429 Btuh Structure 18513 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 54429 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 = Infiltration Equipment sensible load 17180 Btuh Method Simplified Latent Cooling Equipment Load Sizing - Construction quality Tight Fireplaces 3 (Average) Structure 1340 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area 4943 4943 Equipment latent load 1340 Btuh - Volume e ( ft3) 30613 30613 Air changes/hour 0.12 0.05 Equipment total load 18520 Btuh Equiv. AVF (cfm) 63 26 Req. total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trane Trade XB13 Model TUC1B080A9421A* Cond 4TTB3024A1 GAMA ID 164848 Coil 4TXAB025AS3+*UH2B080A9V3 ARI ref no. 1344141 Efficiency 92.1 AFUE Efficiency 11.2 EER, 13.3 SEER Heating input 80000 Btuh Sensible cooling 15680 Btuh Heating output 74000 Btuh Latent cooling 6720 Btuh Temperature rise 93 °F Total cooling 22400 Btuh Actual air flow 747 cfm Actual air flow 747 cfm Air flow factor 0.014 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93.. Pte:. Printout certified byACCA to meet all requirements of Manual J 8th Ed.. + wrrghtsoft Right-Su ite® Universal 7.1.17 RSU11308 2013-Mar-21 10:45:50 CK W:\WrightsoRHVAC\Toll3Plex.rup Calc=MJ8 Orientation=N Pagel AED Assessment Job: Toll 3 Plex WI'Igh#iSO~k, Date: Jul 19, , 201 2010 Left Wayzata 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: D- • Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature (T) 70 75 Elevation: 837 ft Design TD (T) 85 13 Latitude: 45°N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 28.5 Dry bulb (T) -15 88 Infiltration: ro- Daily range (T) - 19 (M ) Wet bulb (T) - 72 Wind speed (mph) 15.0 7.5 Test • forAdequate Exposure Diversity Hourly Glazing Load 11,000 10,000-- 9,000- 8,000-F! m I = 7,000 0 6,000-- 5,000-- 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 56.3%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. - AED excursion: 1721 Btuh (PFG - 1.3*AFG) , -44- wrightsoft- Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 10:45:50 W:\WrightsoftHVAC\Toll3Plex.rup Calc=MJ8 Orientation=N Page1 o1, 201o wrightsoft Right-J® Worksheet Date: Job: Jul Toll 319, ZPlex Left Wayzata By: Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax:612-825-2303 Web: www.welterheabng.com 1 Room name Left Wayzata LH Basement 2 Exposed wall 540.0 ft 194.0 ft 3 Ceiling height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 1973.0 ft 5 Room area 4943.0 ft' 1973.0 112 Ty Construction U-value Or HTM Area (M Load Area (ft) Load number (Btuh/ft? °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 n 5.77 1,08 297 228 1316 247 0 0 0 0 E-G 2 glazing, clr outr, 0.350 n 29.72 15.04 48 0 1426 722 0 0 0 0 I D 11 PO 0.290 n 24.62 7.25 21 21 517 152 0 0 0 0 W 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 11 ~-G 2 glazing, cif outs, 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 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 J--G 2 glazing, clr outr, 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-8s3c-2 0100 n 0.00 0.00 0 0 0 0 0 0 0 0 VG 2 glazinq, clr outr 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 158-8s3c-4 0.100 n 7.38 0.52 297 264 1947 138 297 264 1947 138 J-G 2 glazing, clr 0utr, 0.350 n 29.72 15.04 33 0 991 501 33 0 991 501 W 15B-8s3c-6 0 100 n 6 96 0.35 387 387 2694 135 0 0 0 0 W 1513-8s3c-6 0.100 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 W 12E-Osw 0.068 e 5.77 1.08 576 568 3279 614 0 0 0 0 I G 2 glazinq, clr outr. 0.350 e 29.72 56.72 8 0 238 454 0 0 0 0 " W 12E-Osw 0,068 e 0.00 0.00 0 0 0 0 0 0 0 0 I-G 2 glazing, cir outr, 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 I D 11PO 0,290 e 0.00 0.00 0 0 0 0 0 0 0 Q. W 12E-Osw 0 068 e 0.00 0.00 0 0 0 0 0 0 0 0 I D 11 PO 0.290 e 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-8s3c-2 0.100 e 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-8s3c-4 0.100 e 7.51 0.58 576 576 4325 336 576 576 4325 336 W 15B-8s3c-6 0.100 e 6.96 0.35 297 297 2068 104 0 0 0 0 W 15B-8s3c-6 0.100 e 0.00 0.00 0 0 0 0 0 0 0 0 VG 2 glazing, clr outr, 0.350 e 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 D W 15B~8s3c-2 0100 se 0 0 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 5.77 1.08 297 253 1461 274 0 0 0 0 G 2 glazing, clr outr, 0.350 s 29.72 30.51 16 0 475 488 0 0 0 0 L-D 11 PO 0.290 s 24.62 7.25 28 28 689 203 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, clr outr, 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 12E-0sw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 G 1 D-c2ov 0.570 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 1D 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 W 15B-8s3c-2 0.100 s 0 00 0.00 0 0 0 0 0 0 0 0 W 15B-8s3c-4 0.100 s 7.51 0.58 297 297 2230 173 297 297 2230 173 W 15B-8s3c-6 0.100 s 6.96 0.35 387 387 2694 135 0 0 0 0' W 15B-8s3c-6 0.100 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 w 5.77 1.08 576 499 2881 540 0 0 0 0 ~----G 2 glazing, clr outr, 0.350 w 29.72 56.72 56 0 1664 3176 0 0 0 0 I D 11 PO 0 290 w 24.62 7.25 21 21 517 152 0 0 0 0 W 12E-0sw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 L-G 2 glazing, clr outr, 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1721 148 Envelope loss/gain 48764 15244 18673 3157 12 a) Infiltration 5665 349 1732 107 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) 54429 18513 20405 3264 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 54429 18513 20405 3264 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 54429 18513 20405 3264 Air required (cfm) 747 747 280 132 Printout certified byACCA to meet all requirements of Manual J 8th Ed. f wwgrntsort° Right-Su ite@ Universal 7.1.17 RSU11308 2013-Mar-21 10:4550 T W:\WrightsoftHVAC\Toll3Plex.rup CaIc=MJ8 Orientation=N Pagel -rF wrightsoft, Right-J® Worksheet Job: Toll s Plex Left Wayzata Date: Jul 19, 2010 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 LH MAIN Room1 2 Exposed wall 194.0 ft 152.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 1973.0 ft 1.0 x 997.0 ft 5 Room area 1973.0 ft' 997.0 ft2, Ty Construction U-value Or HTM Area (ft2) Load Area (M Load number (Btuh/ft2_°F) (Btuh/ft') or perimeter (fit) (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 5.77 1.08 297 228 1316 247 0 0 0 0 i-G 2 glazing. ctr 01-1tr, 0.350 n 29.72 15.04 48 0 1426 722 0 0 0 0 I D 11 PO 0.290 n 24.62 7.25 21 21 517 152 0 0 0 0 W 12E-Osw 0 068 n 0 00 0.00 0 0 0 0 0 0 0 0 11 --G 2 glazing, clr outr, 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 12E-Osw 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 W 1513-8s3c-2 0.100 n 0.00 0 00 0 0 0 0 0 0 0 0 G 2 qlazinq clr 0utr, 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-8s3c-4 0.100 n 7.38 0.52 0 0 0 0 0 0 0 0 G 2 glazing, clr outr, 0.350 n 29,72 15.04 0 0 0 0 0 0 0 0 W 1513-8s3c-6 0 100 n 6.96 0.35 0 0 0 0 387 387 2694 135 UV 1513-8s3c-6 0.100 n 0.00 0.00 0 0 0 0 0 0 0 0 1 G 2 glazing clr outr, 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 e 5.77 1 08 576 568 3279 614 0 0 0 0 1G 2 glazinq, clr outr, 0.350 e 29.72 56.72 8 0 238 454 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, clr outr, 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 I D 11 PO 0.290 e 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 „ -D 11 PO 0.290 e 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-8s3c-2 0,100 e 0.00 0.00 0 0 0 0 0 0 0 0_ W 15B-8s3c-4 0.100 e 7.51 0.58 0 0 0 0 0 0 0 0 W 1513-8s3c-5 0.100 e 6.96 0.35 0 0 0 0 297 297 2068 104 .-A W 15B-8s3c-6 0.100 e 0.00 0.00 0 0 0 0 0 0 0 0 -G 2 glazinq clr outr. 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Os w 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 ..I I D 11 PO 0.290 se 0.00 0.00 0 0 0 0 0 0 0 0 =w , W 15B-8s3c-2 0.100 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 5.77 1.08 297 253 1461 274 0 0 0 0 ~----G 2 glazing, clr outr, 0.350 s 29.72 30.51 16 0 475 488 0 0 0 0 1^D 11 PO 0.290 s 24.62 7.25 28 28 689 203 0 0 0 0 W 1211-0sw 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 L-D 11 PO 0 290 s 0.00 0 00 0 0 0 0 0 0 0 0 1V 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 1-G 1D-c2ov 0.570 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 L D 11 PO 0.290 s 0.00 0.00 0 0 0 0 0 0 0 0 W 158-8s3c-2 0.100 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1513-8s3c-4 0.100 S 7.51 0.58 0 0 0 0 0 0 0 0 W 1513-8s3c-6 0 100 s 6 96 0.35 0 0 0 0 387 387 2694 135 W 1513-8s3c-6 0.100 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 w 5.77 1.08 576 499 2881 540 0 0 0 0 I-G 2 glazing, clr outr, 0.350 w 29.72 56.72 56 0 1664 3176 0 0 0 0 1 D 11 PO 0.290 w 24.62 7.25 21 21 517 152 0 0 0 0 W 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 L-G 2 glazing, clr outr, 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1057 516 Envelope loss/gain 20221 10183 9870 1904 12 a) Infiltration 3118 192 814 50 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) 23339 13295 10685 1954 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 „ 14 Subtotal 23339 13295 10685 1954 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 23339 13295 10685 1954 Air required (cfm) T 1 1 320 536 147 79 Printout certified byACCA to meet all requirements of Manual J 8th Ed Right-SuiteO Universal 7.1.17 RSU11308 2013-Mar-21 10:45:50 ACA W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 2 - Duct System Job: Toll 3 Plex 1"Igf'lt:SIQ ~ Summary Date: Jul 19, , 201 2010 Left Wayzata 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 747 cfm 747 cfm Total effective length (TEL) 0 ft ....coma... 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 LH Basement h 1089 93 44 0 0 Ox 0 ShMt 0 0 LH Basement-A h 1088 93 44 0 0 Ox 0 ShMt 0 0 LH Basement-B h 1088 93 44 0 0 Ox 0 ShMt 0 0 LH MAIN C 3326 80 134 0 0 Ox 0 ShMt 0 0 LH MAIN-A c 3324 80 134 0 0 Ox 0 ShMt 0 0 LH MAIN-C C 3324 80 134 O 0 Ox 0 I ShMt 0 0 > I Rooml h 977 73 39 0 O~ Ox 0 ShMt 0 0 Room1-A h 977 73 39 O I 0 Ox 0 I ShMt 0 0 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 rb2 Ox0 747 747 0 0 0 TO Ox 0 ShMt 1`' wrightsoft. Right-Suite® Universal 7.1.17 RSU11308 2013-Mar-21 10:45:52 ACC,k W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 1 Level 1 j-ea; Medina q[- to , _im ~ ^~9;'. c`,~.JO Cfm P scfm ✓HE n3m 1 T-,1;, _fm Job Toll 3 Plex Ray N Welter Heating Co Scale: 1: 176 . Performed for: Page 1 4637 Chicago Ave S Right-Suite® Universal Minneapolis, MN 55407 7.1.17 RSU11308 Phone: 612-825-6867 Fax: 612-825-2303 2013-Mar-21 10:46:53 www.welterheating.com W:\Wrightsoft HVAC\Toll 3 Plex.rup Levu 2 RKA 7 -1 t b,. BFI ' ~ N + F. 1. Job Toll 3 Plex Ray N Welter Heating Co Scale: : X76 Performed for: Page 2 4637 Chicago Ave S Right-Suite® Universal Minneapolis, MN 55407 7.1.17 RSU11308 Phone: 612-825-6867 Fax: 612-825-2303 2013-Mar-2110:46:53 www.welterheating.com W:\Wri htsoft HVAC\Toll 3 Plex.rup level 3 h Job Toll 3 Plex Ray N Welter Heating Co Scale: 1: 176 Performed for: Page 3 F 4637 Chicago Ave S Right-Suite@ Universal Minneapolis, MN 55407 7.1.17 RSU11308 I Phone: 612-825-6867 Fax: 612-825-2303 2013-Mar-2110:46:53 tsoft www.welterheating.com W:\Wrigh HVAC\ToII 3 Plex.rup LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: gl~y-- K •A 0-tVT e- Z'~ craQ awl DATE OF SURVEY: LATEST REVISION: d ca t U O z Q DOCUMENT STANDARDS JJI ❑ ❑ Registered Land Surveyor signature and company ❑ ❑ . Building Permit Applicant ❑ ❑ • Legal description /P1 ❑ ❑ • Address 1 ❑ ❑ . North arrow and scale ❑ ❑ . House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ . Directional drainage arrows with slope/gradient % ❑ ❑ . Proposed/existing sewer and water services & invert elevation ❑ ❑ • Street name ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) ~f ❑ ❑ . 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 ❑ ❑ • Garage floor ❑ ❑ . Basement floor fd ❑ ❑ . Lowest exposed elevation (walkout/window) ~Z ❑ ❑ • Property corners ❑ ❑ . Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ . Easement line ❑ ❑ . NWL ❑ ~r ❑ . HWL ❑ 11 ❑ • Pond # designation ❑ ~d" ❑ . Emergency Overflow Elevation ❑ Pond/Wetland buffer delineation Y 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 ,L~-` ❑ ❑ • Setbacks of proposed structure d sideyard setback of adjacent existing structures -,1-;~ ❑ ❑ • Retaining wall requirements: Reviewed By: Date G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 • Certificate of Survey TOLL BROTHERS OF ` ' hr ~2) 1 1400 Corporate Center Curve 1447, 1449, 1451 STEEPLECHASE LANE Eagan; MN 55121 ,C `~-968 - ~6. 3:1 Maximum Slopes ~~J. 6• or Retaining Wall Will- 9s8 ° Be Required 970 ~ 974.1 973.8 972 t ~L NORTH ~ x ~ 72. \"C974 O 974. 974.4 rn Ilk 7 X 975.0 974.6 t . 1 I 1 0 30 9-1 ~ ~ , n MtH fSS 74- _ _'7ni 4 ---y` di 1\ ` JJ ~977.2~ T ~ L.V.-I SCALE IN FEET / ooW~ ,l cd 1 2 '61 16-9 eo. 3 -EGRESS PORCH ECR tb.0 ^ ~ 71 lt9ND0W. 69 ca MZNDOW 97; .977.4 j 7t. 976.5 1 { o 1 . J 071 OSfi #1449 ' i s~2 u, s Z OT #os7 #i !j a~ ,a 9.6.0 o o' QA OKO JT pOKpU 5 ' OS #O a 8~ EM 7 BASEMeNT 180.7 SASE(O~z! ^ 0< yvSc location of S ri o / I A• J and water stub p - QD 9 80: j y 6.4 W y Sp RLK-Kuusisto pl Ji i GAR C) GE AGE 7 _ <42 i 976I7 _Op g ! eo eo. o0i 710 t ~f 4 - - _ _ 4.9 l o <C' ~tss` 20.6 i'* 21.0 g 9 w GARAGE f r> p t i 9 of . \ All of O orf C~ h di S9 ~S j *p\ ° i Gl > b~° 1 47.8_8 f 8t: Oi o f j I~ 10 ; ~tio '1 Foy s}yl„~ ` O lI ' 20.6 980.5-1__ E 1 0 75.6 7 -ry 15 '4981. pro CL '14. _ of R1 \ \ 9~6 ,p i _ ~~l N o ' aindg Utility I1 98 - Easement 8 978. 980.3 .ter r LO House 1 1449 & 1451 lookout c elevation = 975.0 1447 lookout BENCHMARK elevation = 976.0 Top Nut Hydrant Lots 1 and 2, ` y *,0 Block 3, Steeplechase j Elevation 989.17 feet (NGVD 1988) Prop. San. & Water Inv. elev. = 965.2 AREA per RLK plans dated Lot 3, Block 2 Area 21,875 sq• ft. LEGEND 7/6/05 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. a = Offset iron 840- =-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. x800.0 = Existing Elevation = Existing storm sewer Foundation Lot 2, Block 6 = 6709 sq. ft. eoo. Proposed elevation from grade ` I = Existing water Foundation Lot 3, Block 6 = 9073 sq. ft. or development plan O = Sanitary manhole 04 = 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. ® catch Basin Foundation Lot 2, Block 8 = 6815 sq. ft. Foundation Lot 3, Block 8 = 6709 sq. ft. Bearings shown are assumed Foundation Lot 4, Block 8 = 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. Foundation Lot 7, Block 8 = 8879 sq. ft. Foundation Lot 8, Block 8 = 8879 sq. ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS Total Foundation coverage = 113201 sq. ft. 1447 1449 & 1451 Remaining coverage Available = 27464 sq., ft. Garage floor elev. = 981.0 Garage floor elev. = 980.0 CITY OF E A G A I V Top of block elev. _ 981.3 Top of block elev. _ 980.3 Lowest floor elev. = 972.5 Lowest floor elev. = 971.5 Lot 39 Block 2 Lookout elev. _ 976.0 Lookout elev. _ 975.0 WE STEEPLECHASI~ DRAWN: JAG CHECKED: HDN y - Drawing File: 700\718-L3-B2.DWG DateProject No. 2006-408-L OF EAGAN FAGAN ENGINEERING DF 1% Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by 61.00 Blue Circle Dr. me or under my direct supervision and that I am a duly Licensed Suite 100 Minnetonka, MN. Land Surveyor under the laws of the State of Minnesota. RI..dK KtAMMSTO LTD Phone: (952) 933-0972 4/1/2013 Fax: (952) 933-1153 Henry D. Nel on MN Licen e No. 17255 Date rte"°°° vvvvvv,rlk-kuusisto.cam Revised: 7-5-07 City manta f 6110 Blue Circle Or. • Suite #1 oo • Minnetonka, MN. 55343 Apr 01, 2013 12:14pm- G: nToli Brothers- Suryeyo2006-408-Lpdwq 0700uRevised Lot Certificates nBlock 2 - lot 302006-408.-L 718 Block 2 Lot 3.dwq 4,111° C!tyofEaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 MAT t 0 2013 Use 6t L or BLACK Ink For Office Use Permit #: Permit Fee: 1,1 L� V Date Received: 5P0 .1 Staff: 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: ZU / 3 Site Address: / L�,7 /4 -/e -C7 CJ � Chc-' �S Tenant: ' 'P )cam 4c---, ' Suite #: J Property Owner Name: 7—Y P Phone: Address / City / Zip: Applicant is: Owner Contractor Type of Work Description of work: Construction Cost: Estimated Completion Date: Contractor Name: &MAN i'- rife - raf+et' it eA �„ License #: C -c15 Address: 51 ' A A,Ae jAzJkt_ City: '{`. S41-4.4-1 State: Zip: 55103 Phone: tS%' eiS6 / f ® Contact: Email: FIRE PERMIT TYPE Sprinkler System (# of heads, ') Standpipe WORK TYPE New Addition Fire Pump _ Alterations Remodel _ Other: _ _ Other: DESCRIPTION OF WORK: _ Commercial Residential Educational FEES $55.00 Minimum/x $1 million, please call for Surcharge / Z oC Contract Value $ / / 3 �� 1% *If the project valuation is over = $ C / 3, YO Permit Fee _ $ 5.00 Surcharge* .$ '( l TOTAL FEE 3/4" Displacement Fire Meter - $245.00 = $ Fire Meter = $ 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 approved plan in the case of work which requires a review and approval of plans. x eJ Applicant's Panted Name Applicant's Signature FOR OFFICE USE REQUIRED INSPECTIONS ►static IN Toll Architecture April 1, 2014 Jon Henson Steeplechase of Eagan - Carriages 14260 23rd Ave N. Plymouth, MN 55447 RE: TBI Lot #056 - Wayzata Model FND Repair Dear Jon, The 5 1/4" SQ. PSL post does not have full bearing on the concrete foundation wall of the Wayzata model as shown in Order #85265. Full bearing is required for this post. Provide a 4" thick by 8" solid masonry pier to sit on the concrete slab and built tight to the underside of the PSL post. Provide full post bearing on masonry or concrete. The masonry shall be attached to the concrete wall with corrugated masonry ties at 24" on center vertically. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. that -L'Cjs -]an, S-eci- ..i:.,u.si3., fi _raj,eyz 'xi~r:5:`s Y;•'~'i;;a' i'.:z i'~y and that 1 i 1.?; csl d7. i''~ Si4~~i"W G: Gt .SQL Date t ! `f Lxemse 05 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 Nr-r CC: Sylvia Senseny LMG/HM SECR_ltr0044 AO 85265 IO EAST N I 'ISIO 250 Gibraltar Road Horsham, PA I9044 (215) 293-5300 FAX: (215) 293-5314 PHILADELPHIA ORLANDO DALLAS fi I _it ~ F L I ° L_ April 25, 2014 Jon Henson Steeplechase of Eagan - Carriages 14260 2_) Ave N Plymouth, MN 55447 RE: TBI Lot #56 Dear Jon: r~ The Truswal Systems roof and floor truss details showing the size and location. of the new A 15X truss to support truss A35 as presented on shop drawing sheets AA R, A7.1, and AT I are structurally acceptable for the design intent. The loadings presented on the Truswal shop drawings are sufficient for the snow and dead load requirements. The 5 j/4" square PSL posts shall be installed to support the ends of the A 15 and new Al 5X trusses and shall bear on foundations or have full PSL blocking down.to foundations. Please refer to attached PDF's showing the Modified Roof framing Plan and the modified Section showing truss A15, truss A] 5X and the PSL posts. Do not hesitate to contact me with any further questions. Sincerely, Toll Brothers, Inc. _ L! rc r F Lisa M. Grosse, P.E. Asst. Director of Engineering MN License 444835 LMGIHM SECR ltr0047 A086745, 86748 & 85794 - - J~IA Itt =.x IC i 1:2_ohI ` HolsIIntI - 1't 1F)ttl4 I~' r'f II I L 1 n^ `V lV C~[~ aS,y ER irn'~ \pXrtC~i1NHLal O !n ? i. Sm P FN ^a ao a p5n a ~r o N 2 Q to l ¢ ~n Q. ~ ~ ~ (n rr c~..M~vf~.rsNa _ vot+a f ♦/n~ rP N ••rt F+~„n ayy C7 V/ . Sao N^A> C. l ; H Ql ~ n .n X C ~ oaD ^ Sfu00m t Q µ ` _ pp 8RSO Z'c ~L-fi 8H V . Y ~-/q Hon / n 1 ■ O'¢M Yp OU ' Q Sa3 f1r7 N O~ Nw _q ag'~'~tl,8 ~ ~ad3~~~">a r. Nvn s d< an o< £ c c 3 0 5 n n c Y $~dn" J'nu EiVvt s , a u dY ~aO959Oaa 2 "O S 3 a 2~ ~7 ` 3oii~z c~ b~- oaMN g~Dao~~8 ~,~4 o`n ~o~v c `L ~w°5o3 ~~~0~1 C°D r$ 3nrtt\•+s -S a~P. ~Y. ~5 C ° ~ ~3y3 n•io'H E 3 4'~u b?i°Sa3 t°'°~a~f0 _ t ~ yo orY3 J S'S. d7n en 8°se"333°~o a35 a°n ~;l-{ o°cnov N ~r oa s 4y Age ode°~b'? oT o ° a5oass agy. con _Pov Y 0 .si ~$~s~4Ra?ao ^J' cuc Q? ~.ttp .no laaNy~ o- ~D•~$Sv3 $,~i.Sj pnI ~ ~ A t O.~O QH J t Sap6eT S.SKSR E00 D ~D 3`< rt 51 Pi °E:y~ SSA p '°n iiN fr'"+ gL+Z a ~ ~ Q B~ " ~ yy33 -Q,, uho a C ro ~ /?~~''rtc' ~ €ig" 4z C.~ ~ la t. N 7,;Rv »SN A NNO. m X 4NC9 NO`S o a s o. O rn roam X A SY:•a ~0'e 4f2$ 1 'o Qn $ i - n G V n C n n ]q ij a-IV. 1 m ^ c N n~dl.. 3 S YC Rll (A .xw srf a~+ 66 ~[.e g PRO O h1 ' N nt • a v f b rn _ it 1~ j.. H off... J~ n . Go '~I a~ J 0 6 c t/ I L... n a nnnn n ul ooooi tw 3 o u s Q.n." ` 1 gR$.? € ,..8~ coi o o°o°OOO m N c:c. ti t! 3$k"8 a~b$~ 'O n .t. o V ' aa° O ~ N O u O 8 O C., H ~ f,. f-'-° \ NB"9§'16~3Z~~'fF•.. ~ ~ 2S o v K_ ! 3g 3 5 8! ri- m 5L n o~ ~ n I 3 'rt . / 3§• c~~1~ 8 ri• vi v o a ~ y ~`'Lr' y d' F'~ ~ 88~""g 383 ~ = t 5 Hr w =_en \ tiJ 8 8 Y 7 N Nta rl tHnH -OS VS 1 ^ r.. ~ l 1 r n ~ i F-1 f . May 1, 2014 Jon Henson Steeplechase of Eagan - Carriages 14260 23rd Ave N ---------Plymouths-MN--55447------ - - TBI Lot #56 Dear Jon: The Truswal Systems floor truss repair detail dated 4/1/2014 of the repaired floor truss WOl is structurally acceptable for the design intent. A 1 3/4x 16" LVL should be installed at the end of the noted truss to span between adjacent trusses either side. Do not hesitate to contact me with any further questions. Sincerely, Toll Brothers, Inc. I hereby cerwy inai uua plan, specification, or report was prepared by me or under my direct supervision and that t am a duly Licensed Architect under the laws of the State of Minnesot , VIA E. SENSI 12 ! G'bf e Print Nam: Signature: lot Date License it 48401 6 l r~ Sylvia SensenYAIA ~ Studio Leader MN License #48401 SS/HM SECR 1tr0048 AO86748 rdt'r'rfltar P" ad j-1 )rsFtint, FA tt)t1 4 m (2115) - :1-53f)U o FAX: ( ~ i '1 '03-I i i i`iill )ELF'itlrj O [.,P1NDO o Dzkl_.L.t S Keith Pew From: Herbert Volk Sent: Friday, May 02, 2014 8:33 AM To: Holly McKeever Cc: Sylvia Senseny; Maureen Purcell; Keith Pew; Lisa Grosse Subject: AO #87400, Wayzata, Steeplechase of Eagan, Lot #056 Holly, Please write a letter for Sylvia to sign/seal stating the following: For the Wayzata model That Toll Brothers, Inc is building at Steeplechase of Eagan on lot #056, the truss designed used the rear wall of the Great Room to be bearing for the mono-roof trusses. The 2-2x10 header over the door to the Rear Porch is adequate, but the header over the 3-2852 window in the rear wall of the Great Room needs to become a 3-2x10 header. Add an additional 2x10 to the existing 2-2x10 header. Herbert O. Volk, P.E., S.E. Structural Engineer Toll Architecture 250 Gibraltar Rd 'l~ Horsham, PA 19044 215-293-5377 / 215-293-5314 fax "OF SV ional BulldTr ilder i raow L vAi w.., ~.ti aw~.,r on o,~mN w S'oomm Aw a v `m W do 33wmrm-rt~F+o O " a ~ _3~~ soiv i< ~;IO ~O wH~n 31 HO F 0 it IAo3-n 3 3 n0 ~rtN .'D /D m y a0 V vy w~'m^COH~ ~ S~lO1DD ~V A¢ 3 G O ~I O~ cn L vv~j V/ II r MG NNH O °a-i~ r °m H ~ ~ ~ rmooNw°oF+vt-ri '-mwn~N mwae ~n v~o~n'a H SG r A N o'aHHm ~T7 ° ° m o W ' C .Z1 C W N m W J 0000 _ of < t"'_p~-.~ p t O m w N Q o n 'I 'U1'D O O W O C Cl) S4 R 56 3 m ro v U) T !Jn' agA- z w° o °m (1) O " m - o 0 o o W jx3. m~"~~°~s~9n +°x rn ID x o NNV ti 3 J - S 3 m m m sJn ~na'n~°n 7`°•'cn m°NN#O3 o "~x G) ~y "2o, mvri£*°°..'o ~~nnF+r- D < n i - ° 3 ° 3 to y m o c ^ £o~~ ~n as-a ww a A !R cr Zo ID 3 Q Nom O 'e£°mT+ Si oo,° ' v ' 3 0 0 3 m = Sao~i N KDO Z°T'7'oD S~Ymm H ' F m o H NOtO ~~H-1ci~o rOw - O0 s C 3. 3 -5 T O R O " r ' w ' - S N Uv rn nm z n~o = QVj 0 9m o~ w a? A Cf) u CD a C/) a y v CD 0 S fD - 'ov Cn N O 01 RL -04 J, ri) z z 0 3 3 9 m d C W # Q x F- A m° tim°im'° g z` a 3 age 80 "Na°so Nzd ti ~Nti Sao 0 0 - _ 3 r m tin°° oaf n p Z o- o a p r; i n 11 N3m X c . a A y s. N LQ W s~ 0 v 3 v n o x co -I o :E n f !Z > W W --1 lQ VI O v W a n° nnn 3 rf T~ X W r o 1r p o m° r j c° m a w < w < -i < < fD C fD L fD O m 3 Co o M N OJ OOO ~ w C ` ~ r = ne SD V A O O p N y N N C nEE co VD rn o 0000 ` am v~pa N ohm VI VI N Vf V1 -M .1 1. ol C, S A m m r co of m rt r E rD oo wo N 300 II Q ~2 rn .rd..~ a ~ ~ r Iv ~ - rgo~AO ' H m r .y. _ r. 0 3 N 7 r r C7 LfJ Ca ^ y O Q II II N Q ~ ~ ..m W 111. o o C w F-' N n O GZ w 00-p vv r.. o _ n ~~HH ~ ~r Nero ni ~o~ r m N o S N 3 N o m °i rn lk 0 � . � Clty of�a�ar� Address: 1451 Steeplechase Lane Zip: 55122 Permit#: 109963 _ __ The following items were /were not completed at the Final Inspection on: ��,� � ; ��r� � � � ��►r�ti`pt�t�: ln��tt�tplet� � ��: ��, ��►�tri�i��'i'�s`'� � � � a$'�0.wi�`�u��I����P�!7��:,+ .�.F�� 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 - Trai! / Curb Damags ` ' 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: G:\Building Inspections\FORMS\Checklists