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4150 Knob Dr
- -•- - - Remarks - nd"dition _ KNf1R HTT T PROFF45TpNAT ARK 10 42600 030 02 Lot 3 Blk 2 Parcel Owner , ?• st,eet_ 4150 Knob Drive State Eagan, MN 55122 57S.?i^?(?.vr? ?vt • a,r?_Pc?=s?, ?? ?? S"5//$` Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN -7 1985 897.07 $9.7-ic 10 WATER LATERAL WATER AREA 8?78 1985 1318.98 131. 10 ;S TRIINK 97 1985 772.59 77.2 S 10 STORM SEW TRK yyL 1951 qf?n ..;, ? =z?as-- 15 STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDWG PER. SAC PARK ?,. Ee-00001-08 G? 15C?UCJ1 rVFI CLClill'tII.NL IIY0rC%.11V1V ? ir+e insimc?ians for completing this lorm on hack of yellow copy. ?/f. 6"?+ /y ? 2 5 51 ?[P? f 'X" Below Work Covered by This Request ew Add Rep. Typeof8uilding AppliancesWired EquipmentWired Home Range Temporary Service Duplex Water Heater Eleclric Heating Apt. Buil ' Dryer Load Management NIZ T-0-1 ndus ' Furnace Other (Specify) Farm Air Conditioner 3; CPU Other (specify) Contracbr?3 Remarks Co mpute lnspeciion Fee Below: # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 !0 100 Amps Transformers Above 200 Amps Above 100 Amps SignS Inspector5 Use Only: TOTAL Irrigation Booms vJ ? ? ? Special Inspection ' Alarm/Communication THIS INSTALLATION MAY BE ORDE ISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. I, the Electrical Inspector, hereby c tif th t h b Rou9n-in oace y er a t e a ove inspection has been made. Firai / ? ? oaie aF-/ sf OFFICE l1SE 3NLY This request void 18 months irom ?1 5'51 oale 1 Fire . Rough-In Inpsection Requir (YOU mu5t Call in5pec? ? w n r y) Ins ection Otner Tnan Rough-In qeatly Now ? Will Notity InspeClor - - ? Yes Date Ready 1JI-0 ensed contrector ? owner hereby request inspection of above electrical work at: JoD Atldress ISireet Box or oute 0.1 Ciry ? ?. Sedion No. TOwnsliip Name Or No. Range No. County OccupantlPRWTI, o RA L, & PhoneNO. Power Supplier Address Eleclncal Coniractor (Company Name) a-PiNDT CLECTRIC SERVlvE, INf;?? Contrecror'S License No. '6 a Mailing Addre55 1 o r fD[F6*ET i SlJITE G ' Authonze Si9^al - - 9 Phone Num6er 5?ate ? MINNESOTA STATE BOARD OF ELECTRICI7Y ? THIS INSPECTION REQUES7 WILL NOT Griggs•MiGway Bldg. - Roam 5-773 BE ACCEPTED BY THE STATE BOARD 1821 Universiry Ave., St. Paul. MN 55104 UNLESS PFOPER INSPECTION FEE IS Phone (812) 642-0800 _ ENCLOSED. Use BLUE or BLACK Ink For Office Use �y Permit#: /4-/ -' ' ' I Citif of Eaian ocT 3 2€16 //rrb�c Permit Fee. I I ‘V 1 3830 Pilot Knob Road Eagan MN 55122 Date Received: 10-3-1 (.° Phone: (651)675-5675 ri �0` Fax: (651)675-5694 \:14 Staff: AC) -(:::::) cq, CA) 2016 COMMERCIAL BUILDING PERMIT APPLICATION 3o Date: 4!'151110 Site Address: 415o Knob `1D►uvG Tenant Name:rpr/S4i Ct- r►'r{51,h00 (Tenant is: New/ Existing) Suite#: J Former Tenant: MI Pt Name: g15nsbiner `�(nlcc1t.rS ,I�nC• Phone: �b 'N'7G-130a Property Owner J �, Address/City/Zip: ��r N. nnedin ft �1-t l.bfe-441) . MN S S3 S Applicant is: Owner Contractor m(,}i{ �ti d, .t " Description ofwork: NGW Wvlc4lryoi[.r, Type c �Work:' r, 1,$40.000, 00 Construction Cost: ' Name: £1iIn('0b« ': u l 1Al::c License#: Address: LIP(oq N. mais- Sk City: i.W S=I=D �'�� s.. State: t ' Zip: S S3s'1 Phone: 'l L3 "-rig-S�4' 1 *-1 Contact:CI-n-(1 60PC4,Sf/ri Email: CSlCc4.Or►2 yiin3612l!. LOW Name: eU✓.'vng1I1L.W -2r001 Registration#: AAAddress: .201 Ylld;r SFi City: ) h i rwe 01'. Ardlili 'l r fe State: Zip: 5S4f`f Phone: 14112- 3'75-3410D < ! Contact Person. I 0 ., ax► Email: _ - . . . n' 6 ,,,.- .t0 I r c Licensed plumber installing new sewer/water servicer Ltd wo�'r C.XC` ho1ne e 1 Co 1` 22-'(.0` 31��� NOTE:,Plans nd a porta g documen s,khat y:,64:,57,,,,?,.., u !p"i,r 3a �onsid `� ? ph formation. ort .sof the infor'ma-:-,,,,, ,,,,;_—,;,---,h--444.4.4ramaybe ss iednon-public t 'o+vid w ex aso ld r. e #! ':: z s „a 3 r ® 3s • it l7 X. tP G, i a� tJ t _ _ Ji�r 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.goohersitateonecall.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 w.rk which requires a review and approval of plans. x 9c �6€ OKI x A� /6---- Applicantsrinted Name Applicant's Signature Page 1 of 3 . • , . . /_. 0,L„. zp-% l DO NOT WRITE BELOW THIS LINE / Cc 7 5 SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments X Commercial/Industrial — Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement _ Siding — Demolish Building* Addition _ Exterior Improvement _ Reroof _ Demolish Interior Alteration _ Repair _ Windows _ Demolish Foundation Replace _ Water Damage _ Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 1,Soo,vvd Occupancy MCES System )/GS ll � Plan Review VGS Code Edition Zit/S Ole- SAC Units _ �( (25%_100%x) Zoning Z.3 City Water Census Code Stories Booster Pump #of Units Square Feet /0301 PRV #of Buildings Length Fire Sprinklers 1)5 Type of Construction 31e Width REQUIRED INSPECTIONS Footings(New Building) x Final/C.O.Required Footings(Deck) Final/No C.O.Required Footings(Addition) Other: /' Foundation Foundation Before Backfill Pool:_Footings Air/Gas Tests _Final Drain Tile Siding:_Stucco Lath _Stone Lath X Brick 7X Roof:_Decking x Insulation _Ice&Water _Final Retaining Wall )4Framing 30 Minutes x 1 Hour x Erosion Control Fireplace:_Rough In _Air Test _Final Concrete Entrance Apron Insulation Meter Size: Sheetrock 7( Electronic Plans Required Windows Final CIO Inspection: edule Fire Marshal to be present: Yes No Reviewed By: , Building Inspector Reviewed By: , Planning COMMERCIAL FEES 75 Water Quality Base Fee 7 9 S 6 Storm Sewer Trunk Surcharge * 70 o, op. Sewer Trunk Plan Review 4 517 1. B9 Water Trunk MCES SAC * 2-), 33.$ sa. Street Lateral — City SAC I 12/0 Street S&W Permit&Surcharge 7 /29 ~" Water Lateral 4. Treatment Plant $f 9 $ Srb �eAp SP.G*t �7, 5v f l/I Other: L.A. Treatment Plant(Irrigation) g6 Z _ SSaCelv..,... - C�•p s,-� a 1460 Co . Park Dedication 9,V SS '2- 40 Trail Dedication 4 go m TOTAL: 0/,66 9 Page 2 of 3 MCES`USE,Letter Reference: 161007A1 Address ID:707807 Payment ID:396831 /L_/'00 79 Date of Determination: 10/07/16 Determination Expiration: 10/07/18 Greetings! Please see the determination below. Project Name: Prestige Preschool Project Address: 4150 Knob Drive Suite#/Campus: Knob Hill Professional Park City Name: Eagan Applicant: Stacy Gleason,Shingobee Builders, Inc. Special Notes: na Charge Calculation: Office: 272 sq.ft. @ 2400 sq.ft./SAC=0.11 Daycare: 6615 sq.ft. @ 620 sq.ft./SAC= 10.67 Total Charge: 10.78 or 11.00 Credit Calculation: na Total Credit: na Net SAC: 11.00 —or— 11 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at:corn.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 390 Hobert Street North St. Paul. MN 55'01 Phone 651.602.1000 Fax 65'..60 ' 15‘,0,0 I I :`Y 65,.: 91.0904 ; in(tro;;auncil.era MEoTROPOL�ITAN 1, I Ili. Il 'flip. F 111.4111 Id I iI1aw I V`\ C3 LIPi m =¢ lo<>0 11! '! 1 ' i I 1 E SII gIF i e e ± a_ eti b ,Ir ,fir FII ��..n ®'. 0 ��. b E ry am � o-AI -' .t a--IV P VI ' II r\ Nvi a = p � -. 44 �- `Q y RE e Cry= aI . s 11 II-. J .. b�. a a ��` •� O e . F: a, $ .0.I.o,l A�, o t In ., ra.tAa9 I ,Ko A, � T 46 Q Use BLUE or BLACK Ink r For Office Use 4* City of Faali C Permit#: /470 / 9� 3830 Pilot Knob Road S .u1 Permit Fee: / Eagan MN 55122 0kr �L 10-31'/6 Phone: (651)675-5675 (� . { Date Received: Fax: (651)675-5694 n1 3 11 eitlIB a' Staff: 2014 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2)sets of plans with all commercial applications. Date: /O fi6-'Site Address: -rib 4/d2.9 . 5:qG' ,%1 0041---/---/-"/C:73-4 Tenant: .,'‘)c43E-5',6 g ��6 Suite#: €4' Be46C Name: �iP�S'.T/ 'SC" O G.�' "0,4° ' C - Phone: Resident/ Owner ,'; Address/City/Zip: ��0 , 'll0 Name:• k,V - ‘ �6.4%2fe -,d3A? License#: /(/162JC .S�,ez�/ 41.6MOp.e�L ity:,e�yltlC ,' .74‘.4,)/'Contractor Address: ® ,‘.Ti°-BW�/-96"5 457 State: AZ(/ Zip: .�-3?�, Phone:,,,, _a-67 93e,-s.5--i Contact: 61,t'E6' .�i,e. ' . Email: X' New Replacement Additional Alteration Demolition Type of Work Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace x New Construction Interior Improvement permit Type _Air Conditioner 1( Install Piping Processed Air Exchanger Gas X Exterior HVAC Unit Heat Pump Under/Above ground Tank ( Install/ Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit(includes$5.00 State Surcharge) $100.00 Residential New(includes$5.00 State Surcharge) =$ ©TOTAL FEE COMMERCIAL FEES Contract Value$ / x.01 $55.00 Permit Fee Minimumei%-') �' - $70.00 Underground tank installation/removal =$ Permit Fee *If contract value is LESS than$10,010, Surcharge=$5.00 =$ �0i. " Surcharge* **If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 �; ***If the project valuation is over$1 million, please call for Surcharge =$ / 0)-3, TOTAL FEE 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. 1,S/ -i.1 "-—L /qq7! •-- . X11% 4-� AtajtiikO.t,full CoMiiiiiiblatV,Pie Loitt*,;!,„„„ 4 trktfOgratn 1 t a x p b (k � , 7�� e Building Summary Loads Buildingpeaksin July at 5pm. I �Looad: Say- i F *- J t, �ii: AArT b S'y r'iktolvQ7ai 3; o1 � u �� SC ---4,-**--,-;;-; .,.,' 1, {i ..�' .; ;ti, Lost ... ,-" ,.,:- 0 ,'''c..,' �.., - 41,.x. ° y���ri ii/ . Roof 2,664 7,273 6.43 0 2,852 2,852 3.08 Wall 1,414 6,431 5.69 0 2,521 2,521 2.72 Glass 95 4,988 4.41 0 4,243 4,243 4.58 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 18,692 16.53 0 9,616 9,616 10.39 Lighting 5,328 0 0.00 0 18,180 18,180 19.63 Equipment 0 0 0.00 0 0 0 0.00 Pool Latent 0 0 0.00 0 0 0 0.00 People 61 0 0.00 6,405 13,725 20,130 21.74 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 990 0 0.00 26,703 17,962 44,664 48.24 Heat. Vent. 990 94,401 83.47 0 0 0 0.00 Cool. Infil. 0 0 0.00 0 0 0 0.00 Heat. Infil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 113,093 100.00 33,108 59,483 92,591 100.00 Building Sen %Tot Lat Sen Net %Net Summary Loss Loss Gain Gain Gain Gain Ventilation 94,401 83.47 26,703 17,962 44,664 48.24 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 18,692 16.53 6,405 41,521 47,926 51.76 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 0 0.00 0 0 0 0.00 Building Totals 113,093 100.00 33,108 59,483 92,591 100.00 Check Figures Total Building Supply Air(based on a 12° TD): 3,300 CFM Total Building Vent. Air(30.00% of Supply): 990 CFM Total Conditioned Air Space: 2,664 Sq.ft Supply Air Per Unit Area: 1.2387 CFM/Sq.ft Area Per Cooling Capacity: 345.3 Sq.ft/Ton Cooling Capacity Per Area: 0.0029 Tons/Sq.ft Heating Capacity Per Area: 42.45 Btuh/Sq.ft Total Heating Required With Outside Air: 113,093 Btuh Total Cooling Required With Outside Air: 7.72 Tons K:\Wenzel HVAC\2016\12116(Prestige Preschool-Minnetonka)\Loads\Prestige Minnetonka RTU1.CH8 Friday,October 28,2016,03:57 PM /L70/ • hll fC� Pa 14 EA^" ''''''. .4414'-'A74; 1 " 1CMY ,.,Ful � t ga \ i rM Ms tc , ,,,,p,. Building Summary Loads Building peaks in July at 5pm. ,, o mss, "�\ ,�. Roof 2,470 6,743 7.33 0 3,015 3,015 3.31 Wall 1,350 6,143 6.68 0 4,467 4,467 4.90 Glass 54 2,850 3.10 0 3,857 3,857 4.23 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 15,736 17.10 0 11,339 11,339 12.43 Lighting 4,940 0 0.00 0 16,856 16,856 18.48 Equipment 0 0 0.00 0 0 0 0.00 Pool Latent 0 0 0.00 0 0 0 0.00 People 50 0 0.00 5,250 11,250 16,500 18.09 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 800 0 0.00 27,712 18,784 46,496 50.99 Heat. Vent. 800 76,283 82.90 0 0 0 0.00 Cool. lnfil. 0 0 0.00 0 0 0 0.00 Heat. Infil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 92,019 100.00 32,962 58,229 91,191 100.00 /mss %gne,te 1M %/ f % /X0',';','.-":1.." '''''',-,,,-,-:4t.''',=';',4'.: s ) �� F r� �f . ma- Ventilation 76,283 82.90 27,712 18,784 46,496 50.99 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 15,736 17.10 5,250 39,445 44,695 49.01 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 0 0.00 0 0 0 0.00 ��Building�eTotals 92,019 100.00 32,962 58,229 91,191 100.00 W F1.'.i.e i'. _ '.� _ \\ -r / / €,„ ,,,-,N ��. ,,.`-`i',.�i ~ % iii/°/�? Total Building Supply Air(based on a 11°TD): 3,300 CFM Total Building Vent. Air(24.24% of Supply): 800 CFM Total Conditioned Air Space: 2,470 Sq.ft Supply Air Per Unit Area: 1.3360 CFM/Sq.ft Area Per Cooling Capacity: 325.0 Sq.ft/Ton Cooling Capacity Per Area: 0.0031 Tons/Sq.ft Heating Capacity Per Area: 37.25 Btuh/Sq.ft Total Heating Required With Outside Air: 92,019 Btuh Total Cooling Required With Outside Air: 7.60 Tons K:\Wenzel HVAC\2016\16516(Prestige Preschool-Eagan)\Loads\Prestige Eagan RTU2.CH8 Friday,October 28,2016,04:03 PM ' /97e/ ,Chvac Ful1C(-110. . rcjal hHVAC tads Catcr€taticsn :, at ......,:,,,,,,....,.,..,:„,,, M81E Engin- (- tt1+; 3 `, 4„ tit ` Eagan Mii .a.,, 4'c 1 ; >• �.� ,Lh., ;.. .�`:.` ,., ��b ..may. ��f e 1 Building Summary Loads Building peaks in July at 1 pm. '` � a 1,,k fiv �i� R= ,t / : 01 ,_ Loss s - r :. , s: ,. Roof 2,432 6,639 6.74 0 2,677 2,677 2.89 Wall 1,427 6,493 6.59 0 2,676 2,676 2.89 Glass 81 4,275 4.34 0 4,251 4,251 4.60 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 17,407 17.68 0 9,604 9,604 10.39 Lighting 4,864 0 0.00 0 16,597 16,597 17.95 Equipment 0 0 0.00 0 0 0 0.00 Pool Latent 0 0 0.00 0 0 0 0.00 People 53 0 0.00 5,565 11,925 17,490 18.92 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 850 0 0.00 29,720 19,050 48,770 52.75 Heat. Vent. 850 81,051 82.32 0 0 0 0.00 Cool. Infil. 0 0 0.00 0 0 0 0.00 Heat. lnfil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 98,458 100.00 35,285 57,176 92,461 100.00 .-( ,� vim \ :.< o k� A'� ° y \ a 36 xei a s , may? .,:• f ri/ ``. t rI:Wk, ,44,34,441'4:,,,0*', a e ma Ventilation 81,051 82.32 29,720 19,050 48,770 52.75 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 17,407 17.68 5,565 38,125 43,690 47.25 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 0 0.00 0 0 0 0.00 Building Totals 98,458 100.00 35,285 57,176 92,461 100.00 f %, " ,,_ Total Building Supply Air(based on a 11°TD): 3,300 CFM Total Building Vent. Air(25.76% of Supply): 850 CFM Total Conditioned Air Space: 2,432 Sq.ft Supply Air Per Unit Area: 1.3569 CFM/Sq.ft Area Per Cooling Capacity: 315.6 Sq.ft/Ton Cooling Capacity Per Area: 0.0032 Tons/Sq.ft Heating Capacity Per Area: 40.48 Btuh/Sq.ft Total Heating Required With Outside Air: 98,458 Btuh Total Cooling Required With Outside Air: 7.71 Tons K:\Wenzel HVAC\2016\16516(Prestige Preschool-Eagan)\Loads\Prestige Eagan RTU3.CH8 Friday,October 28,2016,04:02 PM I /t-II)/ - • Ch c Fun Commercial HVAC Lo _ 'tit { r, . ,7 k ME ngl�nng he it `5 a t � e ':'-i,-,,,, ,,-,,;7,,,.,!..,: ,-9t+ a e ,Egan,MN 85121 '''',1V'''''!',,,,,',, _' .,� . . ti X h\...�v„ , _ -"z.: F Building Summary Loads Building peaks in July at 4pm. Bid• e e , ,va �� it ,, f. g / , a .: .� .. I:::. . ., cl !'-,;:., ...`:i LoitF•• 4Nxi �`�,., Cfiii„r,�,., �!�t ., Roof 2,660 7,262 6.86 0 3,247 3,247 3.34 Wall 1,350 6,143 5.80 0 3,996 3,996 4.11 Glass 54 2,850 2.69 0 2,996 2,996 3.08 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 16,254 15.35 0 10,238 10,238 10.52 Lighting 5,320 0 0.00 0 18,153 18,153 18.66 Equipment 0 0 0.00 0 0 0 0.00 Pool Latent 0 0 0.00 0 0 0 0.00 People 59 0 0.00 6,195 13,275 19,470 20.01 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 940 0 0.00 28,364 21,068 49,431 50.81 Heat. Vent. 940 89,633 84.65 0 0 0 0.00 Cool. Infil. 0 0 0.00 0 0 0 0.00 Heat. Infil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 105,887 100.00 34,559 62,733 97,292 100.00 Summa Ventilation 89,633 84.65 28,364 21,068 49,431 50.81 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 16,254 15.35 6,195 41,666 47,861 49.19 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 0 0.00 0 0 0 0.00 Building Totals 105,887 100.00 34,559 62,733 97,292 100.00 h},, . d // t /ii ,\ ate= F` _'i4 ii Total Building Supply Air(based on a 12° TD): 3,300 CFM Total Building Vent. Air(28.48% of Supply): 940 CFM Total Conditioned Air Space: 2,660 Sq.ft Supply Air Per Unit Area: 1.2406 CFM/Sq.ft Area Per Cooling Capacity: 328.1 Sq.ft/Ton Cooling Capacity Per Area: 0.0030 Tons/Sq.ft Heating Capacity Per Area: 39.81 Btuh/Sq.ft Total Heating Required With Outside Air: 105,887 Btuh Total Cooling Required With Outside Air: 8.11 Tons K:\Wenzel HVAC\2016\12116(Prestige Preschool-Minnetonka)\Loads\Prestige Minnetonka RTU4.CH8 Friday,October 28,2016,04:04 PM ' ~ Use BLUE or BLACK Ink For Office Use ��� Permit#: ~� /�^�U��`/-_� v— City N8 Eagoi pennnroe; ' / 7' 6/ �� 383OP||otKno6Romd /^'4 /'- Eagan MN 55122 Date Received: Phone: (651) 675-5675 Fax: (651)675-5694 Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION 4150 Knob Drive, Eagan MN 55122Date: 12'5'16 Site Address: ���i�O8Preschool � Tenant Name: Prestiege" (Tenant is: New/ Existing) Suite#: Former Tenant: Shingobee Phone: 763-479-5647 Property Owner 669 North Medina Street, Loretto, MN 55357 Address/City/Zip: X Applicant is: Owner Contractor . New Retaining Wall install Description of work: Type of Work Construction Cost: 77,000 Structures Hardscapes 2065537-2 Name: License#: 591 Citation Drive Shakopee c2u7 Address* City: Contractor ' MN 55379 952-937-6257 State: Zip; Phone: Craig Vardy Email: cvardy@hardscapes.net Contact: Civil Design Professionals Name: Registration#: 25493 8609 Lyndale Ave South, #200 Bloomington Address* City: Architect/Engineer • Zip: 55420 Phone: 952-303-5312 State: MN _Licensed Phone A\ 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 Stte 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. vmmw.qophersNhynneoaU.orA I hereby acknowledge that this information is complete and accurate; that the work will be in fonnanue with the ordinances and codes of the City of Eagan, that I understand this is not a permit, but only an application forla per it, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case n a review and approval of plans. [���'� \/@n1V y0 Craig ^ '~' Applicant's Printed Name Apml i/ Pug* 1 u/3 ' | / ' DO NOT WRITE BELOW THIS LINE / q0 —=' /— SUP, TYPES Foundation Public Facility Exterior Alteration-Apartments [Commercial/Industrial Accessory Building Exterior Alteration-Commercial < Apartments Greenhouse/Tent Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New Interior Improvement Siding Demolish Building* Addition Exterior Improvement Reroof Demolish Interior Alteration Repair Windows Demolish Foundation Replace Water Damage Fire Repair >< Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation -)7/01,0 Occupancy MCES System /1JA Plan Review ✓ Code Edition Z11 Nl8L.- SAC Units NA (25%_100% ,) Zoning City Water AM Census Code -- Stories Booster Pump PA #of Units Square Feet -- PRV JA #of Buildings Length Fire Sprinklers /VU Type of Construction Width REQUIRED INSPECTIONS -)( Footings(New Building) Final/C.O. Required Footings(Deck) )4 Final/No C.O. Required Footings(Addition) Other: Foundation Foundation Before Backfill Pool:_Footings _Air/Gas Tests Final Drain Tile Siding:_Stucco Lath _Stone Lath _Brick,EFIS Roof:_Decking Insulation _Ice&Water _Final X Retaining Wall Framing 30 Minutes 1 Hour Erosion Control Fireplace:_Rough In _Air Test _Final Concrete Entrance Apron Insulation Meter Size: Sheetrock Electronic Plans Required Windows Final CIO Inspection' 'hedule Fire Marshal to be present: Yes C No Reviewed By: 4_/ , Building Inspector Reviewed By: , Planning COMMERCIAL FEES s Water Quality Base Fee 0 Storm Sewer Trunk Surcharge 4 3 g e-- Sewer Trunk Plan Review 0 s-741 ,25-. "7/, _ Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit& Surcharge Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication gi Trail Dedication TOTAL: /771 Page 2 of 3 r Craig Vardy l to4 t �(j(� r f�5 l goz 3 From: Craig Vardy Sent: Monday, December 12, 2016 2:25 PM To: 'Michael Grannes'; Dave Westermayer Cc: Jeremy Banken Subject: RE: New Retaining Wall - Commercial Attachments: 16-0951 Final Plan v2.0 121216.pdf Mike, Dave Attached is our revised wall drawings. I will get hard copies to you ASAP. Let me know if you need anything else. Thank you Craig Vardy I Preconstruction Manager Structures, Inc. 1591 Citation Drive-Shakopee, MN 55379 Cell 952.737.8754 I Direct 952.300.9453 I Fax 952.294.4595 CVardy@Structures.Build I www.Structures.Build Minneapolis•Cincinnati • Dallas• Newark STRUCTURES rit f From:Michael Grannes(rnailto:mgrannes@cityofeagan.com] Sent:Thursday, December 08, 2016 1:04 PM To:Craig Vardy<cvardy@hardscapes.net>;Dave Westermeyer aDWestermayer@cityofeagan.com> Cc:Jeremy Banken<jbanken@hardscapes.net> Subject: RE: New Retaining Wall-Commercial Craig, Our normal plan review time is 4 to 5 weeks.This plan was dropped off three days ago. I have moved it up in the queue to keep this project moving along but it still takes time to fully review the plan. We(myself and Dave)are still reviewing the plan and when it is approved our front office will contact you. The permit will be issued by the building department when it is approved. Please call or email with any questions. Mike Grannes I Senior Building Inspector I City of Eagan *MY of Eats( City Hall 1 3830 Pilot Knob Road 1 Eagan,MN 55122 1(651)675-5676 I(651)675- 5694(Fax)I mgrannest citvofeagan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient.If you received this in error,please contact the sender and delete the a-mail and its attachments from all computers. 1 • From: Craig Vardy [mailto:cvardy@hardscapes.net] Sent: Thursday, December 08, 2016 11:59 AM To: Dave Westermayer Cc: Michael Grannes; Jeremy Banken Subject: RE: New Retaining Wall - Commercial Importance: High Dave My mistake,we will be moving over to the small wall sooner than later.We still want both of these walls permitted ASAP.We will make grading adjustments as the Survey team lays out the walls in the field.Attached is how both walls will layout to stay out of the utility easement. Let me know if this is acceptable and if a permit can be issued for this project. Thanks for your help Craig Vardy I Preconstruction Manager 591 Citation Drive 1 Shakopee,MN 55379 Cell 952.737.8754 I Direct 952.300.9453 Main 952.937.6257*2071 Fax 952.294.4595 CVardv@Hardscapes.net 1 www.Hardscapes.net Minneapolis•Cincinnati •Dallas STRUCTURLS �?f fa# fif StIalflf384 tt 0 From: Craig Vardy Sent:Thursday, December 08,2016 11:48 AM To: 'Dave Westermayer'<DWestermayer@cityofeagan.com> Cc: Michael Grannes<mgrannes@citvofeagan.com>; 'Jeremy Banken'<ibanken@hardscapes.net> Subject: RE: New Retaining Wall-Commercial Dave, Attached is how we will proceed.At this time,we would like to just permit the large retaining wall.We will stop 10' short of the property line to account for the utility easement along Pilot Knob Road. Re-Grading and revisions to the East end of this wall will take place in the field to meet site conditions.As-Builts can be completed at the end of construction by the Civil Engineer. Please provide approval so we can proceed with construction on the large wall.The owner is pushing for a permit ASAP. Let me know when we can come pick it up. Feel free to contact me if you have any other questions. Thank you Craig Vardy 1 Preconstruction Manager 591 Citation Drive 1 Shakopee,MN 55379 2 • Cell 952.737.8754 I Direct 952.300.9453 Main 952.937.6257 *2071 Fax 952.294.4595 CVardvaHardscapes.net I www.Hardscapes.net Minneapolis•Cincinnati•Dallas *�TRYCT If ES Ep is«syA. grr tatls.ta vo, so in From: Dave Westermayer [mailto:DWestermayer@cityofeagan.com] Sent:Wednesday, December 07, 2016 11:35 AM To:Craig Vardy<cvardy@hardscapes.net> Cc: Michael Grannes<mgrannes@cityofeagan.com> Subject: FW: New Retaining Wall-Commercial Mr.Vardy, Attached is a copy of the checklist used to review the retaining wall plans you submitted with your permit. The only issue is with the location of the walls. Wall#1 needs to be adjusted so no part of it is in the drainage and utility easement and wall#2 needs to be shortened or adjusted on the east end in order to remove any portion of it from the drainage and utility easement. Please make these revisions and resubmit a clean copy to my attention. In the interest of time you can email me the revisions so I can complete my review but also send over 3 hard copies for final approval. Any questions let me know. Dave Westermayer, CPII City of Eagan Engineering Technician 651-675-5641 dwestermayer@cityofeagan.com Please consider the environment before printing this email. From: Peggy Fleck Sent: Monday, December 05, 2016 12:56 PM To: Dave Westermayer Subject: FW: New Retaining Wall - Commercial From: Craig Vardy [mailto:cvardy@hardscapes.net] Sent: Monday, December 05, 2016 12:46 PM To: Building Inspections Subject: New Retaining Wall - Commercial To whom this may concern, Attached is my building application and retaining wall plans for a new permit at 4150 Knob Drive,the new Prestige Preschool for Shingobee Builders. I will also be submitting two hard copies of the plans. Let me know if you need anything else. 3 ' Thank you. /LfU 7 _5 Craig Vardy I Preconstruction Manager 591 Citation Drive I Shakopee,MN 55379 Cell 952.737.8754 I Direct 952.300.9453 Main 952.937.6257*207 I Fax 952.294.4595 CVardv@Hardscaoes.net I www.Hardscapes.net Minneapolis•Cincinnati•Dallas STRUCTUIIN<S har�wr4,psr rtrkl+*o, 111 4 LOT SURVEY CHECKLIST FOR RETAINING WALL /Z-Ire BUILDING PERMIT APPLICATION Address: 1 'SLL 11\4 Applicant Name: i1a DATE OF SURVEY: ///30/i17 LATEST REVISION: , m a ) **Permits required for Retaining Walls 4 feet high or greater. Q O z DOCUMENT STANDARDS y ❑ ❑ • Registered Engineer signature and company ,Z1' ❑ ❑ • Building Permit Applicant , ❑ ❑ • Address ❑ „e' ❑ • Legal description ❑ ,i ❑ • Lot lines/Bearings&dimensions ,ZC ❑ ❑ • North arrow and scale ❑ ❑ • Street name name ./Eff ❑ ❑ • Show all easements of record and any City utilities within those easements 4K ❑ • Setbacks of proposed structure and side yard setback of adjacent existing structures dt./74, j./ ,d L eoler ae4 ea S. xxt. ELEVATIONS W // / ° � // �,l ❑ ❑ • Property corners ea.$)- d l�❑ ❑ • Top of curb at the driveway and property line extensions(only if wall is within 30 ft. of curb) 2' ❑ ❑ • Elevations of any existing adjacent homes ❑ ,r ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways(pond, stream, etc.) ❑ ❑ • At the foundation of the building and/or nearest structure PONDING AREA(if applicable) ❑ yr ❑ • Easement line ❑ ,� ❑ • NWL ❑ -EC ❑ • HWL ❑ 21 ❑ • Pond#designation ❑ ,X ❑ • Emergency Overflow Elevation ❑ ,� ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • • Conservation Easements RETAINING WALL INFORMATION IX ❑ /e • Location of Retaining Wall on property — -Yee /b74 ❑ ❑ • Top&bottom elevation at each end of wall and any change in elevation in between ❑ ❑ • Type of material (i.e. modular block, boulder,etc.) ❑ ❑ • Directional drainage arrows with slope/gradient% Reviewed By:/-1_ �% , Date /Z/By:/-1_ ‘ G:FORMS/Building Permit Application-Retaining Walls Rev.5-4-09 /tj4A g 'G rv. v u vL O a i. 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' '' C)oI1.:© 3830 Pilot Knob Road RECEIVED _/ `7 Eagan MN 55122 Date Received: l` Phone: (651)675-5675 ,/f/ Fax: (651)675-5694 JAN 1 3 2017L Staff: r 2017 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two (2)sets of plans with all commercial applications. Date: --c13.l /-3- Ill Site AddrAss: -- _ . _ L217-5-0 !'fill$ f0 Uric d -c. Tenant: (/L7E-S h;6 C P4(1( ff7"� E Suite#: i Property <k. 4 / n� € Name: ��c �� 9JC�tt 1C �-�5 Phone: 2 - r ?J—1•./ Owner Name: /'T 5 �l�-r ii ` ' p- i,1G` License#: ///4-1 z) L Os 6 i 1 Contractor I , Address: i e� ��� � A K. /"g k1 City: .44S-61)14n State:/Vg Zip:6n0c4 I iPhone: 5-3a3 /fit-5- Email: / 5 n st.,i 6 �I . If ' _New _Replacement Repair _Rebuild _Modi Space �-4 ork in R.O.W. Type'of Work i �— ..,..„._A. ,..„, ,,,,a4, / r Description of work: �j"/�7 ,��rc.� r/1 „,,..,...„„., CO IVIERCIALNew Const action Modify Spac; k' Irrigation System( 11/yes/ no)( /,RPZ/ PVB) /—7 �'/ �/ I • Rain sensors required on irrigation systems �!4 / - / �� Permit Type 1 . Avg.GPM (2”turbo required unless smaller size allowed by Public •rks) r a _Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. 4 Domestic:Size&Type Fire: 1 / i Avg.GPM -/t High demand devices? Yes Flushometers Wes_No COMMERCIAL FEES I Iit, Contract Value$ 96 000_06 x.01 $60.00 Permit Fee Minimum 1 /L ii1"C " 0 6 / $60.00 PVB/RPZ Permit(includes State Surcharge) �7c _$ c/o 0- V b Permit Fee =�.� Surcharge=Contract Value x$0.0005 ] i �j -$ Surcharge If the project valuation is over$1 million, please call for Surcharge�� _$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge g J�- D b TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ 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 accor nce with th a roved plan in the case of work which requires a review and approval • plan n{t Applicant's Printed Name A.plicant's Sit ature FOR OFFICE USE ") ' Approved By: Date: Required inspections: Under Ground plough-1n �r Test _Gas Test _Final PRV Required:_Yes No Meter Related Items: Meter Size ( i f2- Radio Read Manometer Staff: Page 1 of 3 �� r 1 Use BLUE or BLACK Ink �r For Office Use t 43 Permit#: /�/ O` .� '*ItC � 0f Eta an '------7-5. Permit Fee: 77/' 3830 Pilot Knob Road Eagan MN 55122 Date Received: .1c / 7 Phone:(651)675-5675 Fax: (651)675-5694 Staff: J 9 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: Z�21!!-���'�I _Site Address: 4%SO 4(nDD Dt W€) €AJ ctf. 1 (YM. 5.5i-4'7-- Tenant: Pres-c,- - ?re Sc.km:.` Suite#: Name: Si.cngbl ee Phone: 7623-'47q-5(.41 Property Owner Address/ iZi ( ( br- , lar& See-1 ) oreVTo , MN . 55357 Applicant is: Owner 74. Contractor Description of work: Flie PrMeet tON S 7 s'reM Construction Cost: 4% ,tow Estimated Completion Date: 5 1` t 1 Name: 4xF SAver"' Fce oi c t oil License#: Co 40 Contractor Address: (COO Booms Ave. M sta0D City: (mot Val ley 1 State: M*a Zip:` 5 S 4171 Phone: ?b')M- 452- 27 15 Contact: i�M ^asie� Email: l'MS e•\,-t -�.',;\Jt�'" 1«';'� . cr--'r^ FIRE PERMIT TYPE WORK TYPE xSprinkler System(#of heads%SJi' New _Addition Fire Pump _Standpipe _Alterations Remodel _ Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational i FEES ,t i $60.00 Permit Fee Minimum Contract Value$ 4 1 t 100 x.01 Surcharge=Contract Value x$0.0005 =$ ' It ' O0Permit Fee If the project valuation is over$1 million, please call for Surcharge . 5c-..) =$ Z t Surcharge $100.00 Residential New(includes State Surcharge) 4 . ;C? =$ , e Z 1 TOTAL FEE 80-60`d`i _ �'_r �. �.y $..... Z�j�'�� �o Fire ._ 3/4"Fire Meter-$-2 Meter �� =$ -��•Z ' TOTAL FEE **Requirements:2 complete sets of drawings and speci . . . materials and component.°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 appro Ian in the case of work which requires a review and approval of plans. x TarAt5 Sc hplute( x 4 4,444.1t01/4..- Applicant's Printed Name Appli is Signature . /Z// � FOR OFFICE..USE REQUIRED INSPECTIONS rostatic Flow Atarm- L " C?rain;Test "ugh In rip Pump Test Central station Final ConditioHY ns of Issuance: p- Permit Reviewed bye, r Date: I C)1. :/ its■1� APR a72017 Minnesota Department of Human Services April 3, 2017 CA.)19 "L'r\J-edk ( ► D c.) I(p Zoning Administrator City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 Re: Zoning Notification of Application for Department of Human Services Program License License Number: 1086219 This is to inform you that the Department of Human Services, Division of Licensing has an application for a program to be licensed under Minnesota Rules, parts 9503.0005 to 9503.0170 from Prestige Preschool Academy, 4150 Knob Dr,Eagan, MN 55122 to provide day care for 191 children. Issuance of this license is subject to compliance with the provisions of Minnesota Statutes, Chapter 245A. If you do not contact the Division of Licensing within 30 days of receipt of this letter, we will consider this facility to be in compliance with your local zoning code. If you have questions regarding the facility or its location,please contact Lisa Grisotti at 818-957-1170 or lisagrisotti@gmail.com. If you have any questions regarding this letter, contact Megan Holmen at 651-431-6534 or fax information to (651) 431-7673. Sincerely, Lb1W\O1 C-( iru Donna Gainor, CC/ADC Unit Supervisor Licensing Division Office of Inspector General (651)431-6529 slp PO Box 64242 *Saint Paul,Minnesota*55164-0242 *An Equal Opportunity Employer http://www.dhs.state.mn.us/licensing Use BLUE or BLACK Ink i For Office Use 14 � ::::: Cid of Ea o� �� ?fQL.5 3830 Pilot Knob Road vi*, (\ix t 5 Li Eagan MN 55122 ` " z7 Date Received: /L� �� Phone:(651)675-5675 \ C / Fax:(651)675-5694S1 Staff: ' 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION ,�� \/\ 4/4/2017 4150 Knob Drive' Date: Site Address: Tenant: Prestige Preschool Suite#: Name: Prestige Preschool Phone: Property Owner Address(City/Zip: Applicant is: Owner ✓ Contractor Fire Alarm System i Type of Work Description of work: y Construction Cost: 3000.00 Estimated Completion Date: Name: Security & Sound Co. License#: TS00543 Contractor Address: 4211 Steiner St, Ste B City: St. Bonifacius State: MN Zip: 55375 Phone: 612-618-5077 Contact: Tom BurnsEmail: mail©securityandsoundco.com .✓ New `Remodel Work Type Addition Other: Alterations DESCRIPTION OF WORK: Commercial Residential ✓ Educational FEES t 3000..00 Contract Value$ x.01 $60.00 Permit Fee Minimum _$ 60.00 Permit Fede Surcharge= Contract Value x$0.0005 =$ 1.5p Surcharge* If the project valuation is over$1 million, please call for Surcharge 61.50_$ 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 Alarm 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 tlia case of work which requires a review and approval of plans. Digitally signed by Tom Burns x Thomas Burns Tom Burns Date:2017.04.04 09:39:44 x -05'00' Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed.By: ' .al Date: '4'-/0-(7 Required Inspections: Rough-inX Final Fire Alarm Test ` Use BLUE or BLACK Ink r For Office Use lq /--7...____ City of Eaaau :ee. /Permit Permit 11/"� `O CJ7� I Iit 3830 Pilot Knob Road 1 Eagan MN 55122 Date Received: I Phone: (651)675-5675 I Fax: (651)675-5694 Staff: I t I 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit/ two(2)sets of plans with all commercial applications.Pie /� Date: jf ._/ --( p-7 Site Address: `it7//- 0Kii()1.-, i� Tenant: - fe -i-( &r .. r..1-1.(-) 1 Suite#: I Property a + I Owner ' Name: Phone: i� ' Name: )4?lq . 4.--'"--7(,.1. CJ/,/t License#: Contractor Address: c7 '7 .3 /6t2141-Zit? N city: /4ilid1/"-!' State:nit/ Zip: �'�2C)cj /-_ k. 1190- _ �� _ _ Phone Email // Type of Work ' —New —Replacement —Repair Rebuild —Modify Space —Work in R.O.W. , Description of work: ....W_____ .�..,,.v.,,.,..x___,______. _ , m _ mm _ _j C MMERCIAL New Construction Modify Space // Irrigation System( yes/—no)(_RPZ I PVB) Zi & U I • Rain sensors required on irrigation systems -7 C�� Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) t Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. I Domestic:Size&Type Fire: 1 ) ( Avg.GPM High demand devices? Yes No Flushometers Yes No z COMMERCIAL FEES Contract Value$ x.01 1 ( $60.00 Permit Fee Minimum ,r $60.00 PVB/RPZ Permit(includes State Surcharge) _$ (o ` 0 0 Permit Fee =$ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ �'-ad t')/t 16177) - Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant ( $ Water Supply&Storage i I$ State Surcharge _$ TOTAL FEE 1 CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. 1 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 p ns. x 11/4/04 {,¢/'V ..TEtJ. Yt)S x , Applicant's Printed Name Applicant' Signature FOR OFFICE USE Approved By: Date: Required Inspections: Under Ground Rough-in _,_Air Test . Gas Test Final PRV Required:_Yes No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 /q / • Use BLUE or BLACK Ink 2017 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if applicable) Date: FOR OFFICE USE ONLY 1 PRV required Property Owner: City R-O-W Permit i — Address: Phone Number: X County R-O-W Permit • 8. :ti . Plumber: Contact Name Plumbing Permit . � -"` SEWER WATER S er Service Water Service ' (-3 1 Sewe eral charge 9 Water lateral charge Q%t , h, Sewer trunk–'���..„„, Water trunk CYC �;Za h City SAC @$110/unit Water supply storage (\‘`D\' it)Pr MCES SAC @$2,485/u Receipt#: , Date: Receipt#: , Date: g Treatment Plant @$891.80/unit Permit Fee, i r-uding State Surcharge . •5.00 Permit Fee, including State Surcharge $65.00 TOTAL: *Plumbing Permit Required—water meter to be acquired with building permit TOTAL: ;0U SEWER &WATERw: Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk` i Water trunk City SAC -," MCES SAC Receipt# -',`Date Water supply&storage Receipt#,,° , Date Treatment plant Permit Fee, including State Surcharge $129.00 *Plumbing Permit Required—water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past. 1-5 SAC units 1,980.50 per SAC unit r 6-10 SAC units 9,904.90 plus 445.00 per SAC unit over 5 For Office Use 11+ SAC units 12,387.30 plus 178.00 per SAC unit over 10 Permit#: Permit Fee: Date Received: Staff: J Cc: City of Eagan Finance Department Page 2 of 3 Peggy Fleckitay---7. From: Abby Decker Sent: Tuesday, June 06, 2017 10:23 AM To: Peggy Fleck; 'calbers@shingobee.com'; 'Ik192O@aol.com' Cc: Brent Massmann;Jon Eaton e) 0 Subject: FW: irrigation /9 _...c / �l ‘bd>i,D Hi Peggy, lq Site Address: 4150 Knob Rd (Prestige School) Size of Meter: 3/ Inch Contact Person: Cory Albers(763) 337 2958C /� Meter: Housed inside. �7 ���" &/ - Please prep permit for this irrigation meter. go -/ g / 1 Cory- Peggy will contact you once this permit is reviewed and she will guide you through the next step. Thank you, Abigail N Decker I Clerical Technician IV I City of Eagan North Water Treatment Plant 13419 Coachman Point I Eagan,MN 55122 1651-675-5210 I 651-675-5211 (Fax)I adecker(a,citvofeagan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. From:Jon Eaton Sent:Tuesday,June 6, 2017 10:06 AM To:Abby Decker<adeckerPcityofeagan.com> Cc: Brent Massmann <bmassmann@citvofeagan.com> Subject: RE: irrigation 3/" iPeral is good...it has a max flow of 35gpm. Quant Flow Total Zone (heads) (gpm) (gpm) 1 7 2.5 17.5 2 7 2.5 17.5 3 7 2.5 17.5 4 8 2.5 20.0 5 7 2.5 17.5 6 7 2.5 17.5 7 8 2.5 20.0 Drip 1 0.6 0.6 1 Wry f 7-P07 7 41,11/ City of Eaaall meso # 09 TO: Jill Hutmacher, Community Development o Mike Ridley, Planning n Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering o John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance a Jared Flewellen, Parks&Recreation Jon Eaton, Utilities o Josh Wilske, IT O Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 10/18/16 Project Name: Prestige Preschool Sub Type,Work Type: New 10,306 square foot building for daycare Address: 4150 Knob Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication O Yes 0 No Trail Dedication O Yes 0 No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering &Finance ❑ Yes 0 No Street/Curb Cut Required O Yes ❑ No Stormwater performance security required 10/18/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 411/11' City of Eaaau MeMo # 09 TO: Jill Hutmacher, Community Development u'. Ridle PI.i.'.• D. '. : -uwell Fire Marsh- Scott Ir Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 10/18/16 Project Name: Prestige Preschool Sub Type,Work Type: New 10,306 square foot building for daycare Address: 4150 Knob Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: of e Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering &Finance ❑ Yes ❑ No Street/Curb Cut Required ❑ Yes ❑ No Stormwater performance security required /� 10/18/16 �l/ .)//'/6 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 4,11* City of Eaafl memo # 09 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 10/18/16 Project Name: Prestige Preschool Sub Type,Work Type: New 10,306 square foot building for daycare Address: 4150 Knob Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes MI No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes tgi No PRV Required N Yes ❑ No REF Reconciliation between Engineering & Finance V[ Yes ❑ No Street/Curb Cut Required h -s No Stormwater performance security required Si�� �X�`�— leo Signa re Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of EaQall memo # 09 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 10\ Project Name: Prestige Preschool Sub Type,Work Type: New 10,a06-square foot building for daycare Address: 4150 Knob Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Conditional Use Permit July 2016; need net land area to calculate trail dedication amount; need breakdown of exterior finish materials. Bldg. area= 10,368 sf. Indicate below any fees that are to be collected with the building permit. Amount ria Yes ❑ No Landscape Security Required $7,500 Zoning: LB El Yes $T No Water Quality Dedication Meter Size: gz Yes ❑ No Park Dedication $9,455.62 ($912 per 1,000 sf of bldg. area) r Yes ❑ No Trail Dedication calculate at ($1,251 x net acres) ❑ Yes 64 No Tree Dedication ❑ Yes ❑ No PRV Required El Yes El No REF Reconciliation between Engineering & Finance El Yes ❑ No Street/Curb Cut Required ❑ Yes ❑ No Storm water performance security required Signature • Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters Pam Dudziak From: Pam Dudziak Sent: Tuesday, November 01, 2016 1:21 PM To: 'sgleason@shingobee.com'; 'rdeopere@cuningham.com' Cc: Aaron Nelson; Michael Grannes Subject: Prestige Preschool -Zoning comments Attachments: 10 Exterior Elevations 6-16-16.pdf Stacy and Randy, Below are my comment on the zoning review of the building permit application for Prestige Preschool,4150 Pilot Knob Road. In general the plans appear to be in compliance with the Conditional Use Permit and the City's Zoning Ordinance. Please provide the following additional information: 1. Sheet A5.0- Please add the tables identifying the exterior building materials and ratios of each, as shown on the attached elevation plans from the Conditional Use Permit submittal. 2. Cash Park and Trail dedications will be due with issuance of the Building Permit. Please provide the net land area (gross area less the area of all public easements) so we can perform the trail dedication calculation. a. Park Dedication=$912/1,000 ft2 of building area $912 x 10.368=$9,455.62 b. Trail Dedication =$1,251/net acre of land area =$1,251 x ? net acres. 3. A cash escrow deposit in the amount of$7,500 is due at the time of issuance of the Building Permit as a financial guarantee for landscaping.The guarantee is held for two years following satisfactory installation of the site landscaping. Thank you, and please let me know if you have any questions. Pam Pamela Dudziak I Planner I City of Eagan4111011111' City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1651-675-5691 1651-675-5694(Fax)I pdudziak(c�citvofeaoan.com QV all THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 City of Eap11. vs) # 09 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 11/10/16 Project Name: Prestige Preschool Sub Type,Work Type: New 10,306 square foot building for daycare Address: 4150 Knob Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount El Yes ❑ No Landscape Security Required Zoning: El Yes El No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes El No Trail Dedication El Yes ❑ No Tree Dedication ❑ Yes El No PRV Required El Yes El No REF Reconciliation between Engineering &Finance ❑ Yes ❑ No Street/Curb Cut Required El Yes ❑ No Stormwater performance security required Eric Macbeth p,a �R_ 11/10/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 411° City of EaQali meso # 09 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 10/18/16 Project Name: Prestige Preschool Sub Type,Work Type: New 10,306 square foot building for daycare Address: 4150 Knob Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No Landscape Security Required Zoning: O Yes 0 No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication ❑ Yes 0 No Trail Dedication O Yes 0 No Tree Dedication O Yes 0 No PRV Required O Yes 0 No REF Reconciliation between Engineering& Finance ❑ Yes 0 No Street/Curb Cut Required ❑ Yes 0 No Stormwater performance security required Scott Peterson Digitally signed by tt Peterson Date:2016.11.160Sco7:44:31-06�oo, 10/18/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters Michael Grannes From: Pam Dudziak Sent: Tuesday, November 01, 2016 1:21 PM To: 'sgleason@shingobee.com'; 'rdeopere@cuningham.com' Cc: Aaron Nelson; Michael Grannes Subject: Prestige Preschool -Zoning comments Attachments: 10 Exterior Elevations 6-16-16.pdf Stacy and Randy, Below are my comment on the zoning review of the building permit application for Prestige Preschool,4150 Pilot Knob Road. In general the plans appear to be in compliance with the Conditional Use Permit and the City's Zoning Ordinance. Please provide the following additional information: 1. Sheet A5.0-Please add the tables identifying the exterior building materials and ratios of each,as shown on the attached elevation plans from the Conditional Use Permit submittal. 2. Cash Park and Trail dedications will be due with issuance of the Building Permit. Please provide the net land area (gross area less the area of all public easements)so we can perform the trail dedication calculation. a. Park Dedication =$912/1,000 ft2of building area $912 x 10.368=$9,455.62 b. Trail Dedication =$1,251/net acre of land area =$1,251 x ? net acres. 3. A cash escrow deposit in the amount of$7,500 is due at the time of issuance of the Building Permit as a financial guarantee for landscaping. The guarantee is held for two years following satisfactory installation of the site landscaping. Thank you, and please let me know if you have any questions. Pam Pamela Dudziak I Planner I City of Eagan4141111' City Hall 13830 Pilot Knob Road 1 Eagan,MN 55122 1651-675-5691 1 651-675-5694(Fax)I pdudziakAcitvofeagan.com i f of :11t;11 THIS THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 Michael Grannes From: Jared Flewellen Sent: Monday, November 07, 2016 12:20 PM To: Michael Grannes Cc: Andrew Pimental; Paul Graham Subject: RE:4150 Knod Drive (Prestige Preschool) Park Dedication would be 10,000 sq ft x$913 per 1000 sq ft=$9130 I emailed Aaron Nelson to get net acreage for site but if you know it that would be helpful. Thank you, Jared Flewellen I Assistant Parks and Recreation Director I City of Eagan City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1651-675-5505 1651-675-5012(Fax)I jfIewelleni cityofeagan.com *City of Calan THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. From: Michael Grannes Sent: Tuesday, October 18, 2016 1:17 PM To: Aaron Nelson; Darrin Bramwell; Dave Westermayer; Eric Macbeth; Gregg Hove; Gregg Thompson; Jared Flewellen; Jill Hutmacher; Joe Gibbs; John Gorder; Jon Eaton; Josh Wilske; Leon Weiland; Mike Fineran; Mike Ridley; Russ Matthys; Scott Peterson Subject: 4150 Knod Drive (Prestige Preschool) Michael Grannes From: Jared Flewellen Sent: Monday, November 07, 2016 2:26 PM To: Michael Grannes Cc: Paul Graham;Andrew Pimental Subject: RE:4150 Knod Drive (Prestige Preschool) Trail Dedication -$1251 per net acre x 1.44=$1801 Thank you, Jared Flewellen I Assistant Parks and Recreation Director I City of Eagan City Hall I 3830 Pilot Knob Road I Eagan,MN 55122 1651-675-5505 1651-675-5012(Fax)I jflewellenAcityofeaoan.com 4°1'City of F ull THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. From: Michael Grannes Sent: Tuesday, October 18, 2016 1:17 PM To: Aaron Nelson; Darrin Bramwell; Dave Westermayer; Eric Macbeth; Gregg Hove; Gregg Thompson; Jared Flewellen; Jill Hutmacher; Joe Gibbs; John Gorder; Jon Eaton; Josh Wilske; Leon Weiland; Mike Fineran; Mike Ridley; Russ Matthys; Scott Peterson Subject: 4150 Knod Drive (Prestige Preschool) 1 A Special Inspection Final Report Prestige Preschool-Eagan 4150 Knob Drive Eagan, Minnesota Prepared for Shingobee Builders, Inc. Project B1611462 July 7,2017 BRAUN Braun Intertec Corporation INTERTEC The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax:952.995.2020 INTERTEC Minneapolis,MN 55438 Web:braunintertec.com The Science You Build On. July 7, 2017 Project B1611462 Ms. Stacy Gleason Shingobee Builders, Inc. 669 North Medina Street Loretto, MN 55357 Re: A Special Inspection Procedural and Final Report Submittal Prestige Preschool-Eagan 4150 Knob Drive Eagan, Minnesota Dear Ms. Gleason: This report details the procedures used in our evaluation and the conclusions related to the special inspection requirements detailed in the Special Structural Testing and Inspection Schedule for the Prestige Preschool project in Eagan, Minnesota.Also included are the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures Special inspection services were provided by International Code Council (ICC)certified special inspectors or experienced technicians in accordance with our contract and the project documents which include referenced State Building Code, including adopted portions of Chapter 17 International Building Code (IBC),the project special inspection schedule,and the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the design professionals or the code official as needing special inspection under the guidelines of the State Building Code to determine compliance with the approved construction documents.The special inspector does not have the responsibility or authority, nor is it the intent of special inspections,to have them judge or modify construction documents. Only the engineer-of-record or the architect-of-record can do so. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of the inspections and testing. Daily reports were distributed periodically as they were prepared. As part of this report, items needing correction or discrepancies observed from the approved construction documents are noted. AA/EOE Shingobee Builders, Inc. Project B1611462 July 7, 2017 Page 2 Project Documents The project documents that were provided to us were used as the basis of our inspections.When we received approved plan modifications,the modifications were also used to evaluate work completed. Inspections were performed based on the provided record documents.When provided with shop drawings,they may be referred to, but were not considered record documents for the project. Cast-in-Place Concrete Construction Concrete Reinforcement We reviewed the reinforcement requirements on the project structural drawings and shop drawings, if available.We reviewed steel grade,size, length,spacing, location,epoxy coatings, and splice lengths to evaluate if the in-place reinforcement was placed in accordance with the requirements of project plans and specifications.We also noted if the in-place reinforcement was free of excessive rust and soil. In addition to observing concrete reinforcement,we reviewed other structural anchors cast into the concrete.We noted that shape and dimensions of the concrete formwork was as noted in the plans and specifications. Concrete Placement Observations The special inspector reviewed the mix designation shown on the concrete delivery ticket to document the specified concrete was being placed for the element being placed,and that the mix was placed within the specified time limits. During placement of concrete,the inspector also noted any displacement of the reinforcement or other items within the member being placed. If found,the contractor was advised to reposition the items to their original locations. Observations were performed to monitor the procedures used by the contractor to place and consolidate concrete were consistent with requirements of the plans and specifications and typical industry standards. Concrete Testing The special inspector observed or performed testing to measure the plastic concrete's slump, temperature,and air content during each placement based on the project documents. In addition, concrete cylinders were cast to evaluate the concrete's compressive strength. Concrete cylinders were temporarily stored at the site,then transported to our laboratory for curing and compressive strength testing. Results of the concrete compressive strength testing were distributed as they became available to parties who requested them. BRAUN INTERTEC Shingobee Builders, Inc. Project B1611462 July 7, 2017 Page 3 Cast-in-Place Concrete Construction Conclusions Reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of project plans and specifications.There are currently no outstanding or unresolved reinforcing steel-related issues. Concrete was placed and cured in a manner consistent with the project documents and industry standards. Required testing in the field and in the laboratory has been completed and found acceptable. Compressive strength testing indicates the concrete placed meets project requirements.There are currently no outstanding or unresolved cast-in-place concrete construction-related issues. Structural Masonry Construction Masonry Construction Observations As construction began,construction of mortar joints,and the location of reinforcement and connectors was periodically observed for installation in accordance with project plans and specifications. Our observations included evaluating the size and location of structural elements in addition to the type, size, and location of anchors and other details of anchorage of masonry to structural members,frames, or other construction for compliance. We also evaluated whether the specified size,grade,and type of reinforcement was used and conditions of masonry were in compliance with the guidelines of the IBC. Prior to grouting,the cleanliness of the grout space, placement of reinforcement and connectors,and construction of mortar joints were observed. Placement and consolidation of the grout was observed for conformance with the requirement of the specifications. Masonry Testing Hollow core masonry prisms were observed while being cast by the contractor and tested in general accordance with ASTM C 1314.Samples were temporarily stored at the site and transported to our laboratory for curing and compressive strength testing. Compressive strength results were distributed as they became available to parties who requested them. Grout prisms were cast and tested in general accordance with ASTM C 1019.Samples were temporarily stored at the site and transported to our laboratory for curing and compressive strength testing. Results of the compressive strength tests were distributed as they became available to parties who requested them. BRAUN INTERTEC • Shingobee Builders, Inc. Project B1611462 July 7,2017 Page 4 Structural Masonry Conclusions Required structural masonry observations and testing detailed in the attached Special Inspection Daily Reports have been completed in general accordance with the requirements of the project documents. There are currently no outstanding or unresolved structural masonry-related issues. Structural Wood Framing Observations of the nailing patterns and wall sheathing size and grade for the exterior walls were conducted to document the materials used,fasteners installed, and spacing of connections. Structurat Wood-Framing Conclusions Observations were made during the floor and wall framing as detailed in the attached Special Inspection Daily Reports.There are currently no outstanding structural wood-framing-related issues. Soils Basis for Soils Observations A geotechnical evaluation was performed for this project by Braun Intertec under project number B1610298, dated November 9,2016. In this evaluation,soil borings and test pits were performed to evaluate the subgrade conditions.The soil borings and test pits primarily encountered SP-SM and SM outwash sands throughout the building with exception to the northwest corner of the building where existing fill was encountered.The evaluation recommended that the topsoil and any existing fill be removed from below the building pad and replaced with on-site engineered soils.As grading occurred, the existing fill was removed from below the building pad and replaced with engineered fill consisting of SP-SM or SM sands,which were borrowed from elsewhere on the site.The soils at the footing elevations were consistent with soils encountered in the geotechnical evaluation and judged suitable for the design loads. Soil Testing Procedures Soils exposed in the bottom of the excavations were visually evaluated,while those at depth were evaluated using hand auger borings.These were performed to determine if the observed and tested soils were consistent with those encountered by the geotechnical evaluation and suitable for support of the design structural loads. BRAUN INTERTEC Shingobee Builders, Inc. Project B1611462 July 7,2017 Page 5 Hand auger borings were drilled with a 1 1/2-inch-diameter hand auger,and were advanced in 2-to 4-inch increments to depths of 2 to 4 feet below the bottom of the excavation.The auger was then withdrawn from the borehole to obtain cuttings. Soils encountered in the borings were classified in general accordance with ASTM D 2488,"Description and Identification of Soils(Visual/Manual Procedures)." Estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger and the turning resistance. After review of the subgrade,additional fill was placed to achieve design elevations of bottom of foundations and slabs.We tested compaction of the fill by the Nuclear Moisture Density Method(ASTM D 6938)which determines in place density,to evaluate soil compaction by comparing to the results obtained in laboratory Proctor test results.The test results were distributed under separate cover as they became available. In addition to evaluating relative density and moisture content of the fill,we also observed that the soil classification of the fill was consistent with the requirements of the project documents. Soils Conclusions The required testing in the field and laboratory has been completed. Observations and testing of the excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical evaluation performed for this project.The recommended subgrade preparation oversizing was provided in the soil corrections performed. Compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill in accordance with the project requirements. From our evaluation, it is our opinion that the foundation subgrades are capable of supporting a net allowable bearing pressure of up to 3,000 pounds per square foot,and meet performance expectations stated in the geotechnical evaluation. There are currently no outstanding or unresolved soils-related issues. Conclusion Based upon the inspections conducted,the testing performed,the attached Special Inspection Daily Reports, and the reports referenced herein, it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans, specifications,structural engineer provided modifications,and applicable workmanship provisions of the State Building Code and the International Building Code. BRAUN INTERTEC Shingobee Builders, Inc. Project B1611462 July 7,2017 Page 6 General Thank you for the opportunity to provide the special inspection and testing services for this project.After review of this Special Inspection Final Report, if you have any questions or require additional information, please call Evan Zik at 952.995.2233(ezik@braunintertec.com)or Gregg Jandro at 952.995.2270(giandro@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Evan A.Zik, EIT Staff Engineer Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 4,4134R.u....... QED ,r, -gg R.J ro,PE, PG i PROFESSIONAL Vice President—Principal Engineer ? ENC3lNEER License Number: 18221 '•'��`• 1ffi2� •���: July 7,2017 1,1„, ' •••^'f4♦�'©��, fos 111 41111110 Attachments: Daily Soil Observation Note(1 page) Special Inspection Daily Reports 1 through 5 Wood Special Inspection Daily Report(1 page) c: Mike Scott;City of Eagan Bill Knight;Shingobee Builders, Inc. David Johnson;VAA, LLC Michael Strand;Cunningham Group Architecture, P.A. BRAUN INTERTEC