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3462 Coachman RdRECEtVED NUV ',: i ` _'i; WAIVER OF HEARING NO 735 EAGAN SPECIAL ASSES5MENT AUTHORIZATION FOR CON'€FASPAIM DEPARTMENT UWe hereby request and authorize the City of Eagan, MN (Dakota County) to assess the following described property owned by me/us: PID 10-53591-020-011 3462 Coachman Road/ Lot 2, BJock 1 Oak Hills 2"d Addition PID 10-53591-030-01/ 3466 Coachman Road/ Lot 3, Block 1 Oak Hills 2"d Addition For the unpaid permit fees: ITEM OUANTITY RATE AMOUNT Sidewalk Assessment 2 $4,293.00 $8,586.00 TOTAL: $8,586.00 to be spread for a term of 5 years at an annual interest rate of 6.5% against any remaining unpaid balances. You may pay any portion of these special assessments within thirly (30) days of signing the Waiver without interest at the Eagan Municipal Center. If you pay after the thirty (30) day period, interest will ba charged from the signing date to December 31 " of the current year. The undersigned, for themselves, their heirs, executors, administrators, successors and assigns, hereby consent to the assessment of these unpaid permit fees, and further, hereby waive notice of any and all hearings necessary, and waive objections to any technical defects in any proceedings related to these assessments, and further waive the right to object to or appeal from these assessments made pursuant to this agreement. DATED: i i - f 3 - bt STATE OF MINNESOTA ) ) SS. COUNTY OF DAKOTA ) OWNER: Oak Hills Church. Inc. B???? Its: ?--J?rc b t C?4J? h°? y h? foregoing instrument was aclmoy?ledged before me this ? day of OdEy}J? , 2008, b I?-[77r? ?/-?J??-FJ? , the JUiIA ANN LOR6 0,1 Nofory Public MIM91010 My Comm. Expirei NQtafv Public Jan 37. 2012 *) City of Eap Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 645 LJ v 06 too 753 Use BLUE or BLACK Ink For Office Use Permit #: P rmit Fee: Date Received: Staff: i/97° a73377 2013 RESIDENTIAL BUILDING PERMIT APPLICATION 1141 201 J Site Address: g4t-02., COMMM(4.11 twc4 C.1 Resident/ Owner Unit #: Name: dQ,`L UntAkt Il Phone:(LtS() 15T® Address/City/Zip: t ®'IotviVec OoodLc V-436101latpicvk / (AN Applicant is: Owner Contractor Type of Work ' Description of work: N eUV S 414 Contractor Construction Cost: t /-A0 , 000 ()tout U,iv�o� u Multi -Family Building: (Yes / No X ) , Company: St(bV1C CO 'COVI ' t CI 1'1 Contact: Thy iftSOr ) Address: 1,4619 Evan Y I 1 City: pfp19V6tNINI State: ITN Zip: 55 LZ4 Phone: tit 2)2 5- 1 Jo) /(u'51)2Ld- 1033 License #: R`, u(1(69-11- Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) L+) , 9104-'1 nab - 4 )1i 14 401 ic:_-1 }lL Fr��ntry COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes )( No If yes, date and address of master plan: Licensed Plumber: Scke rW(AMbU► 1 Mechanical Contractor: Kin R-tv Sewer & Water Contractor: 11 0- WC 0k1/f ( Q' J Phone: (6162-) 473ool NOTE: Plans and supporting documents that you subprit 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. Lt '(/ Phone: (462-)44-1- - 03+ fio IV1L• Phone: 06'11 k3tt CALL BEFORE YOU DIG.'Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pl ns. Exterior work authorized by a building permit issued in accordance with the Minnesota S days of permit issuance. President, Stent naSt,6Sc.c-1 Comae Constructioninc. x Applicant's Printed Name Ap must be completed within 180 Page 1 of 3 .3fipz_ DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100%4 Census Code # of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair 7278 REQUIRED INSPECTIONS AK Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile X Roof:. Ice & Water # Final *= Framing Fireplace: Rough In ,,Air Test Insulation Sheetrock Reviewed By: Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width A4Final RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 0.Ott 7-0 /3"709 Siding Reroof Windows Egress Window 1 w • Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers tag %s yo ,v'® Meter Size: 10 Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: _Footings _Air/Gas Tests _ Siding: _Stucco Lath Stone Lath Windows Retaining Wall: _ Footings _ Backfill Radon Control irk Erosion Control , Building Inspector /197 tiY 9*tit GGy i®yo!;/, /clew; ,cwt c K /A 3 it4 c� .5a/40 lit Jt. tf-it+ yctt., } Final Brick Final Page 2 of 3 FORTE' MEMPER REPORT Main Floor, Drop Beam Wood Pamir 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL Overall Length: 20 6 1/2" Eij LJ All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. CI 0 Design Results Actual 0 Location Allowed Result LDF Load: Combinalion (Pattern) Member Reaction (lbs) 2427 @ 11' 8 1/4" 13956 (5.50") Passed (17%) — 1.00 + 1.0 S (Adj Spans) Shear (lbs) 1145 @ 10' 10 1/4" 6031 Passed (19%) 1.15 1.00 + 1.0 S (Adj Spans) Moment (Ft -lbs) -2522 0 11' 8 1/4" 7156 Passed (35%) 1.15 1.0 D + 1.0 S (Ad) Spans) Live Load Dell. (in) 0.180 05' 5" 0.385 Passed (1/770) — 1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in) 0.266 0 5' 4 9/16" 0.578 Passed (1/521) Blocking 1/ .16- 1.0 D + 1.0 S (Alt Spans) • Deflection criteria: LL (11360) and TL (1/240). • Overhang deflection criteria: LL (21/360) and TL (21/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 20' 6 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing N required to achieve member stability. • Bearing Length Loads to Supports Obs) Aex Supports Total Available ftequired Dead Snow Total 1 - Trimmer - SPF 3.00" 3.00" 1.50" 308 600 908 None /3 to 2- Column - SPF 5.50" 5.50" 1.50" 836 1591 2427 Blocking A2.. 90 3 - Column - SPF 5.50" 5.50" 1.50" 249 557 806 Blocking 1/ .16- Blocking Panels are assumed to carry no loads applied directly above them and the full load kid to the member being designed. PASSED System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC Design Methodology : ASD 4/"-61' -%t- Weyerhaeuser Notes Weyerhaeuser wan -ants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support information have been provided by Forte Software Operator SUSTAINABLE FORESTRY INMATIVE Tributary Dead Snow Loads Location Width (0.90) (1.15) Comments 1 - Uniform (PSF) 0 to 13' 3' 6" 16.2 35.0 Roof 2 - Uniform (PSF) 13' to 20' 6 1/2" 4' .1" 16.2 35.0 Roof PASSED System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC Design Methodology : ASD 4/"-61' -%t- Weyerhaeuser Notes Weyerhaeuser wan -ants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support information have been provided by Forte Software Operator SUSTAINABLE FORESTRY INMATIVE 0 ' MEMBER REPORT Main Floor, Patio Door f-fdr. Dining 3 piece(s) 2 x 10 Spruce -Pine -Fir No. 1/ No. 2 Overall Length: 6' 9" 6' 3" All locations are measured from the outside face of left support (or left cantilever end). Ai dimensions are horizontal 0 Design Results Actual ® Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 4763 @ 6' 71/2" 5738 (3.00") Passed (83%) -- 1.0 D + 0.75 L + 0.75 S (Ali Spans) Shear (Ibs) 2635 @ 5' 8 3/4" 4308 Passed (61%) 1.15 1,0 0 + 0.751.. + 0.75 S (All Spans) Moment (Ft-Ibs) 5907 @ 3' 4 1/2" 5919 Passed (100%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Den. (in) 0.064 @ 3' 4 9/16" 0.217 Passed (L/999+) -- 1.0 D + 0.75 L + 0.75 S (Ali Spans) Total Load Deft. (in) 0.108 @ 3' 4 9/16" 0.325 Passed (1/722) -- 1.0 D + 0.75 L + 0.75 S (All Spans) : LL (l.JbO) and • Bracing (Lu): All compression edges (top and bottom) must be braced at 6" o/c unless detailed otherwise, Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NOS 2005 methodology. ��� Bearing length Loads to Supports (lbs) Aocessories Totait Available Ret(ulred Dead F%ad r Brow Total 1 -Trimmer- SPF 3.00" 3.00" 1.97" 1549 1080 1889 4518 None 2 - Trimmer - SPF 3.00" 3.00" 2.49" 1957 1080 2661 5698 None Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator System: Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE Tributary Dead Floor Live sneer Loads Location Width (0.90) (1.00) (1.15) Comments 1- Uniform (PSF) 0 to 6' 9" 8' 10.0 40.0Floor 2 - Uniform (PLF) 0 to 6'9" N/A $0.0- Wali 3 - Point (lb) 6' 6" N/A 480- 910 Trimmer 4 - Uniform (PSF) 0to6'6" 16' 18.0- 35.0 Roof Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator System: Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE No co r -e, -)s71 o Al P -Er -)N% D - ii€5:7- vfNir Fd -^1(4.42-E vakTEL k-ricroz_ IFGC Appendix E,VtIorksheet E-1 Resientia{Cormostin Pr C;Ictlitic.r4 luietrioci . to Fumac,e, Boiler, zd or 't%!z:to licate.: in thu. Same. Spacv) ; ' '. Complete. vented.combasilen .abpliance.intomiaben. • • • - F urnaceilatillet: _ tire...HOW _ Fin Assisted X Direst Vent Input (NciPtan assiste0) & power vent to OCX) ilipthr Miler 'Kesler. Afaxtg... _ Dralt Hood __ Fan,Astisted r_ DirecVent IVA (Notlan assi$lec)) .&.Pttq.er Veit .B4Ar WO .Caldulate the. volume tit ttie CombUstion Appliantie Spate (tAS) catittiining•colititstion ia.pbliattces. The CAGiinetudes all tonnetted Wore 411cittiet by cede tompliant:opeeings. CASMitume: 112, :Ogg Deternine• Air Changes Pet •Rour -.(ACII)1 . .. . Wed ACH:itatge have been incorporated into Table E4:4OrtiOlittlyMettlodttb (KAIR -Method.). iftbe -ye at a tobstitittion btACH it :hot ittibivni use meiftoetttlStitiikiitt Method). 41fit Detsomine'RequiteO'Volume for Combotion•Air. 4a. :$18tItianl Method Totdittiiffir input..0211..cortibustien apOliarices lt;i0"NpI.,COUNT DIRE:CT-VENT APPLIAN?ES) Intja 0 LtitSfandini. MethoO tditurtin in l'able!E4. to-,firifibtal Rettvid VoitimeiTRV) TRW 0 le IftAt3idurnelitottittep.4 hi/testa then.:11V.Alieti•tio4tridttrApeditssIttbettuted. if 0..A.VOIVrbilk.(irOffi'.$1041) -is iesslhatiVi thenlgo to!.4tEP :5. Known.:Alittfiltiefion katelKAIRilikiethod. TOW Eitii/litlne•Ovol AI len,.assfsted mtittwer•ventepplieneet • Iliti'140I•CtAJtil. DIRECT VENT A.PPLANCES) ;; .; •,,, Sul: &At . ,,iiiiti VAe.:F.,eri--4sksteO,Appliences.volumniol-abie .!Evi.lolinci ' Requiteit:VoltimeFin'As'Oite.ii fRVF.A) WA'. 13 lblet,80t/tfint=iittett nolvfactiaststed ePpliattes Input iltufar , .t.,i5eiti*F•04stiioteti.Ap.pliatiCO-tOttinthit.17F.eliie-P to fidi lietliired :VolurnelIon+titsstle0•1(R174%. ROIR=4:. 13: Itite.F4etio*VOuine.:(tily.).= V.Pkt :VOA: foy'a . . 1 . . .., ,.:. itsW•,yisorto.orotstegyli...grf#eti41)'.7RYperi to otittiOOroPeriingsve needed U VASytionib.(bpoSte01.): ii:lesfittaitTPIttelit0100P.'t tien takuidlie:•theAtio,o1•,evaitabieintetiorvOltine.toltielotal requliedliolume. , gob icAs.vaurrieioronisto:2):diVidel Ity•TRV.-(trornItep-'4aior'Stepatb) Ratio.= . / • • = • : ' :it.f•;I..:5, Caiaitate Reduction fade (F). i OF =1..mttlus-Ratio • ' 4,..... .•;• 'RF = 1 - = I eileifilitelOgifliAtIOOrtipettlitisNilltetnlatitiiiris'Ininf Oilleide". . " • • lotit: tile& inputtifell Conibuition'Apptioncesirxthe.serneZAS•CEXCEPTDIRECT•VENT) Input: ptiiihr 'COitibt1010*(bPONIgefliCi•g*: lOtatillidlir enitditilje.3000. WO Perri2 CA% =% /,:3100•Ettuint-pef. .in;.-= • • ;4•q,-+.-„::"±.54. (00i1e0initntm-CAPA. 1 ntrniittrtgA•=•CAOA- Multiplied:by ..0 Mininium.AO.A';--, x .=.• •102 ! Ma ..caleiliete•COiribistipti -Kit OpirkintiViefnete(CAOD.) , 1 .44007. .113 ,n101110004.14Aqqfo.y000:t.jtOlpel:040.: 'otOb-.= 1,13'..x-OttlitecTi:P.APA).= Jrr. .. i - - ACM Oan tie deterdinetfutitig ASHRAEtailcAtkin Or*:blosttettdOerlett...Follow .ptbceduMs Settion G304. PROCEDURE TO B r R41@ MA it A TABLE 501.41 ! ... .. T; '.. , Ilse the Appropriate Column to Estimate nous lino mutbple•power Orseofnitit pie nl of l 1N� X � ao�tances rnR indpoxer-Vtor.dveci canbu n Qftartces' .ien a � - elnfiltration Dna+a� ;. /gyp/( a or � l�p$a;tp�'d�r orttne 3 'PMwAL�l WnC t sii a�. ti gyp..054#.:. scld du a , 1. a) muse lacd r Oast) 0.15 0.09 0.06 6.03 i b) conditioned toot area (st,, (including unfmished basements) 21 r EstimatedWarm (dm): 11 al lbi S.-1 2. Exhaust Capadly a) continuous exhaust -only ventitetionsysiemIcfm) (not applicable to batenced vertblalion systems su:b ee HRV) 4:2)() b) dndresdryer 135 135 135 135 M 807roflargestexhaus'rating O: (not amicableII rectmulaing./ system%if%Metedmakeup air istleclricaly.interodc d and matched to e l 4 d) 80% of next largest exhaust raBng(ctin): (not �picableif recirculating.t systema 0 powered makeup air isei ric*htedcokednd matched 10 exhaust) not applicable , a .;. ,.).,y„i • • . i~ ,; : �e ;. Tool Exhaust Capacity (din) (28+2bt2c+24 21 c 3. Makeup Air Requirement a) ldal exhaosi capacity (trots) 119 b) (from h)useirhld7ti6at O 4 8 ' Potikeup Air Ouari ty(dm): (ifair value neg e, no makeup •--• 2. C1 8. 4. For makeupAll Opening Sizing; refer to Table 501.42 1•10 (/ A Use thts column il Pere. sa other than tan -assisted or atacspfanrica ly vented•pas or al apes a 8ihere one noconrhusron appliances. e Use it% Amyl Irene Is one tan•assated appliancaper Venting system. Olherthan iimosphvicaNy verrkd 'pittances ma/also:be %carded. c Use this oskenn inhere Is once atm7spherosiyvented {otheiVten fan -assisted) gas troll appfmroe par venting sydem a ones* fuel appliance. c Use thlstoWmn q there are mtdfipie atmospherkally vented gas a of appliances using a cannon vent aifthere are abnospbencaly vented gas or %•appliances and sold tat appkarrces, Conditioned space' (in sq. ft.) 1000-1500 1501-2000 2001-2500 2501-3000 3001-3500 3501-4000 4001-4500 4501-5000 5001-5500 5501-60002 Please Circle Amount of Ventilation from Table 1 Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 2 3 4 Total/ Continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Total/ Continuous 75/40 85/43 95/48 105/53 115/58 125/63 135/68 145/73 155/78 165/83 Total/, .... Total/ Contjnu u - Continuous m„_ 90/45 105/53 100/50 115/58 110/55 125/63 120/60 135/68 130/65 145/73 140/70 155/78 1504' �.t�i1165/83 160/80 175/88 170/85 185/93 180/90 195/98 62 Total/ Total/ Continuous Continuous 120/60 135/68 130/65 145/73 140/70 155/78 150/75 165/83 060/800 175/88 170/85 185/93 180/90 195/98 190/95 205/103 200/100 215/108 210/105 225/113 Conditioned space includes the basement. 2 If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation 11-1 from Section Ni 104.2 to calculate total ventilation Please address the i'ioun't of infiltration Square foot x .05=allowable infiltration 32 1sgftx.05= I(,Z N1104.4.2.1 Airflow requirements. When the system is intended to be unbalanced, the design supply air flow shall not exceed 0.05 cfm per square foot of conditioned space. The operating exhaust air flow shall meet the requirements of Section N1104.3.1 and the Minnesota Mechanical Code, chapter 1346, which may require,a4ditfortal?makeup air. When the system is intended to be balanced, the exhaust and supply airflows shall be within plus or minus ten percent of each other or the manufacturer's installation instructions, whichever is more restrictive. Rtivac ReiNclaattat & L%ght Cormeratal HVA Loads AirMecharlict11 Ham Lake, MN 55304 Miscellaneous Report System 1 linput Data Winter: Summer: `,7. 1 \ F n DEC 1 7 ?'i Duct Sizing Inputs Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: j Outside Air Data Infiltration Specified: Infiltration Actual: Above Grade Volume: Outdoor Outdoor Outdoor indoor Grains Bulb Wet Bulb Rel Hurn Rel Hum Dry BLitt) bifference -15 -15.33 80% 30% 70 31.53 88 73 50% 50% 75 35.17 Main Trunk Yes Yes 0.00300 0.1000 in.wg./100 ft. 650 ft./min 900 ft./min 0 in. 0 in. Total Building Infiltration: Total Building Ventilation: --System 1 -- Infiltration & Ventilation Sensible Gain Multiplier: Infiltration & Ventilation Latent Gain Multiplier Infiltration & Ventilation Sensible Loss Multiplier: Winter Infiltration Specified: 0.250 AC/hr (92 Summer Infiltration Specified: 0.130 AC/hr (48 Winter 0.285 AC/hr 105 CFM 0.285 AC/hr X 22,195 Cu.ft. 6,329 Cultihr X 0.0167 105 CFM 145 CFM Runouts Yes Yes 0.01000 0.1000 in.wg./100 ft. 450 ft./min 750 ft./min 0 in. 0 in. R:1 ...1Stone Cottage Schildmeyer HEAT CALCS.rh9 Summer 0.130 AC/hr 48 CFM 0.234 AC/hr X 22.195 Cu.ft. 5,195 Cu.ft./hr X 0.0167 87 CFM 73 CFM 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) 23.20 = (0.68 X 0.970 X 35.17 Grains Difference) 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) CFM), Construction: Semi -Tight, Fireplaces: 1, 13 CFM, Semi -Tight CFM), Construction: Semi -Tight Tuesday, December 17, 2013. 11 :4n AM • ltirtfrac -Residential It Ught Cooftercial HVAC 1-sttade Ah*ftilchaflical Ham Lake, MN 55304 R F TIFIN ED DEC 1.77913 pad Preview Report Scope Building System 1 Ventilation Humidification Zone 1 1 -Basement 2 -First Floor 3 -Second Floor 'tYr „It r, Has I Net 1 Rec 1 ft.'! Sys I Sys: Sys ' Sen I Let? Net Sen Htg 1 OM Act i Duct I AED1 Ton 1 Toni /Ton Area Gan i Gain I Gain; 1 L°Ssi CFM1 CFM i CFM j Size 226 2.41 1,420 3,423 21,695 5,425 27,120 63,426 673 969 969 Yes 2.26 2.41 1,420 3,423 21,695 5,425 27,120 63,426 673 969 12x14 1,013 1,694 2,707 13,154 5,208 3,423 20,682 3,731 24,413 45,064 673 969 12x14 1,112 3,621 240 3,861 12,043 180 170 2-5 1,112 10,138 1,622 11,760 15,743 235 475 5-6 1,199 6,923 1,869 8,792 17,278 258 324 3--6 R:k ...kStone Cottage Schildmeyer HEAT CALCS.rh9 Tuesday, ember 17,2013, 11:49 AM Rhvc ReMderitial& Lightet)rmtbrorckdiMe Air Medlanical Ham Lake, MN 55304 Duct Size Preview Room or Duct Name System 1 Supply Runouts Zone 1 1 -Basement 2 -First Floor 3 -Second Floor Other Ducts in System 1 Supply Main Trunk Minimurni Maximum; Rough. 1 Designi SP1 Duct' Duct Htg I Clg Act. Duct ! Source I Velocity Velocity: I Factor' IJ1001 Loss, Velocity Length Flow Flow Flow Size • Built -In 450 750 Built -In 450 750 Built -In 450 750 650 0 0.1 622.1 0 0.1 483.8 0 0.1 550.6 258 235 0 0.1 830.5 673 170 2-5 475 5-8 324 3-6 969 12x14 System 1 Heating Flow: 673 Cooling Flow: 969 Summary R:1 ...Stone Cottage Schildmeyer HEAT CALCS.rh9 Tuesday, December 17. 2013. 11:49 AM fthxrac -Hasidesdai & Ugfdtortunercial HVAC Loads Air Mechanical Inc is' Nam Lake MN 55304 Total Building Summary Loads (cont'd) DE Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturers your design conditions. rforrnanc,e data at R:\ ...Stone Cottage Schildmeyer HEAT CALCS.rh9 Tuesday, December 17, 2013, 11:49 AM Rime -Residential & Light Sortyrwrolal HVAC Loads Air Mechanical Inc. Ham Lake MN 55304 [Building Pie Chart Building Loss 63,426 Btuh Building Gain 27,120 Btuh Wall 29% 5% Roof 4% \ /Humidification 8% Glass 16%' Wall 10% Gass 30% F oor 0% Roo 5% Door 2% Ventilation 21% !di tration 15% /Ventilation 10 Door 1% People 8% FR:\ ...1Stone Cottage Schildmeyer HEAT CALCS.rh9 .Infiltration 12% Equipment 24% Tuesday, December 17, 2013. 11:49 AM Rtivac .Roskteetlat &Liatit Ce Air -Mechanical Inc. Hain Lake MN 55304 R FIV E o DEC 1 7.2013.. Detailed Room Loads - Room 1 - Baseme General Calculation Mode: nt (Average Load Procedure) Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: Item Description E -Wall-12E-Osw 42 X 8 S -Wall-15130-4sf-10 30 X 8 N -Wall-15130-4s1-10 30 X 8 W -VVall-15130-4sf-10 42 X 8 E -Part--1*/15*-Rim Joist 42 X 2 N -Part--1°/15°-Rim Joist 30 X 2 E -GIs-4A-If-o shgc-0.29 0%S E -Gls-4A-2a-d shgc-0.3 0%S Floor -21A-20 1 X 1112 Subtotals for Structure: Ink: Win.: 12.6, Sum.: 10.3 Equipment: Room Totals: E tii Loads Htg. & clg. 1,112.0 ft. 1.0 ft. 1,112.0 sq.ft. 8.0 ft. 8,896.0 cul. 2 85 CFM 5 in. Occurrences: System Number: Zone Number Supply Air: Supply Air Changes: Req. Vent. CIg: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: 622 ft./min. Percent of Supply: 622 ft./min. Actual Winter Infil.: 0.309 in.wg./100 ft. Actual Summer Ina: Area -U- Htg Sen Quantity Value HTM Loss 254 0.068 5.8 1,468 240 240 336 84 60 40 42 1112 336 0.066 0.066 0.066 0.068 0.068 0.340 0.280 0.027 Continuous Continuous Output Output Serlsibte Average12) t sei Btuh Used Bt n -Use tih 0 Output per Hour 683 Item Name Color television Total 5.6 1,346 5.6 1,346 5.6 1,885 1.0 86 1.0 61 1 170 CFM 1.1 AC/hr 0 CFM 39 CFM 23 % 13 CFM 8% 13 CFM 10 CFM Cat Sen Gain Gain 0 266 0 0 0 0 0 0 40 0 29 0 1,261 0 1,198 0 0 0 2,794 0.429 240 144 0 683 240 3,621 1.0 0.0 0.0 0.0 0.5 0.5 28.9 1,156 31.5 23.8 1,000 28.5 2.3 2,552 0.0 10,900 3.402 1,143 12,043 Rft ...1Stone Cottage Schildmeyer HEAT CALCS.rh9 100 100 683 683 0 Tuesday, December 17, 2013. 11:49 AM Ithint c .Residetto411 AirMeehn.eal Inc. a & - Ham Lake, t MN 55304 ,Detailed Room Loads - Room 2- First Floor Average Load Procedure) i General Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: Item Description E -Wall-12E-Osw 42 X 9 S Mall-12E-Osw 28 X 9 N -WaII-12E-Osw 28 X 9 W -1Nall-12E-Osw 42 X 9 E -Part-10/15*-Rim Joist 42 X 2 N -Part-10/15°-Rim Joist 28 X 2 W -Door-11N 3 X 7 S -Door-11N 3 X 7 E -Gls-4A-1f-o shgc-0.29 0%S E -Gls-4A-lf-o shgc-0.29 0%S E -GIs-4A-2a-d shgc,-0.3 0%S W -GIs-4A-1f-o shgc-0.29 0%S W -GIs-4A-lf-o shgc-0.29 0%S (2) W -GIs-4A-lf-o shgc-0.29 0%S Subtotals for Structure: Infil.: Win.: 47.3, Sum.: 38.8 Equipment: Room Totals: Htg. & clg. Occurrences: 1,112.0 ft. System Number: 1 1.0 ft. Zone Number: 1 1,112.0 sq.ft. Supply Air: 475 CFM 9.0 ft. Supply Air Changes: 2.8 AC/hr 10,008.0 cu.ft. Req. Vent. Clg: 0 CFM 5 Actual Winter Vent.: 51 CFM 95 CFM Percent of Supply.: 11 % 6 in. Actual Summer Vent.: 36 CFM 484 ft./min. Percent of Supply: 8 % 484 ft./min. Actual Winter Infil.: 47 CFM 0.146 in.wg./100 ft. Actual Summer Infil.: 39 CFM Area -U- Htgn Ctg Lat Sen Quantity Value HTM IGa 277 0.068 5.8 1,601 1.0 Gain m 290 231 0.068 5.8 1,335 1.0 0 242 252 0.068 5.8 1,457 1.0 0 264 305 0.068 5.8 1,763 1.0 0 319 84 0.068 1.0 86 0.5 0 40 56 0.068 1.0 57 0.5 0 27 21 0.350 29.8 625 8.4 0 176 21 0.350 29.8 625 8.4 0 176 12 0.310 26.4 316 31.2 0 374 40 0.310 26.4 1,054 31.1 0 1,245 49 0.280 23.8 1,166 17.1 0 840 10 0.310 26.4 264 31.1 0 311 12 0.310 26.4 316 31.2 0 374 30 0.310 26.4 791 31.1 0 934 11,456 0 5,612 1,260 3.402 4,287 0.427 900 538 Equipment Cooling Loads 722 3,988 15,743 1,622 10,138 Continuous Continuous Output Output Average Item Name Btuh Latent In-UseBtuhpererceHou81 Sensi ooking range with hood - 0 0 ntr L Sensil3le COutput seci 100 100 0 four burners on high heat Dishwasher Microwave Refrigerator or freezer - 16 cubic feet Toaster Color television 683 Total 4096 1433 4949 1732 1000 0 3532 100 75 100 25 25 100 1024 928 1000 358 325 0 392 100 10 353 39 0 100 100 683 0 3988 722 R:1 ...1Stone CottageSchildmeyer HEAT CALCS.rh9 Tuesday, December 17, 2013. 11:49 AM 4 Itliven 'Residential & utititcommercialitv,tketoods Airidechanical Inc. - s gt. 0." hurch Ham Lake, MN 66304 Page 11 Detailed Room Loads - Room 3 - Second Floor (Average Load Procedure) General DEC 1 7 g • Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: [item Description S -Wall-12E-Osw 42 X 8 W -WaII-12E-Osw 34 X 8 E -WaII-12E-Osw 34 X 8 N -Wall-12E-0sw 42 X 8 S -GIs-4A-lf-o shgc-0.29 S -GIs-4A-lf-o shgc-0.29 S -Gls-4A-1f-o shgc-0.29 S -Gls-4A-1f-o shgc-0.29 N -GIs-4A-lf-o shgc-0.29 N -GIs-4A-1f-o shgc-0.29 UP-Ceil-16B-44 1199X 1 Floor -20P-30 1 X 131 Htg. & clg. 1,199.0 ft. 1.0 ft. 1,199.0 sq.ft. 8.0 ft. 9,592.0 cu.ft. 3 108 CFM 6 in. 551 ft./min. 551 ft./min. 0.188 in.wg./100 ft. Occurrences: System Number: Zone Number: Supply Air Supply Air Changes: Req. Vent. Clg: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter InfIL: Actual Summer Infil.: 1 1 1 324 CFM 2.0 AC/hr 0 CFM 56 CFM 17 % 24 CFM 8 % 46 CFM 37 CFM 84%S 61%S 61%S 67%S 100%S (2) 100%S Subtotals for Structure: Infil.: Win.: 45.6, Sum.: 37.4 People: 200 lat/per, 230 sen/per Equipment Room Totals: Equipment Cooling Loads Area -U- Ht Quantity value HTM Loss. HTM - -Gain Gain 1.0 0 265 1.0 0 285 1.0 0 285 1.0 0 281 10.5 0 210 12.2 0 202 12.2 0 202 11.8 0 353 9.9 0 594 9.9 0 74 1.1 0 1,266 0.3 0 37 272 272 268.5 20 16.5 16.5 30 60 7.5 1199 131 1,216 5 Continuous Coritinptis output OutputoAverage Percent LatentSensibte Btuh stutiused Output pe'r. Hour 0 52 75 100 1707 0 50 50 0.068 0.068 0.068 0.068 0.340 0.340 0.340 0.340 0.340 0.340 0.022 0.035 Item Name Desk radio or clock radio Vented clothes dryer 10 percent to space Clothes washing machine - 10 percent to space Color television Total 5.8 1,462 5.8 1,572 5.8 1,572 5.8 1,552 28.9 578 28.9 477 28.9 477 28.9 867 28.9 1,734 28.9 217 1.9 2,242 3.0 390 13,140 3.403 4,138 17,278 0 0.427 869 1,000 0 4,054 519 1,150 1,200 1,869 6,923 205 683 R:1 ...1Stone Cottage Schiklmeyer HEAT CALCS.rh9 0 0 50 100 50 100 51 683 1200 Latent Load -Mut) 0 0 Tuesday, December 17, 2013. 11:49 AM Iftvac - Rwilde&Old &I-Ittht ,t1txrimeretial -141/AC-Loads Air Mechanical Inc. Harri Lake, MN 55304' 1 System 1 Room Load Stiriirriary Room No Name —Zone 1- 1 Basement 2 First Floor 3 Second Floor Ventilation Humidification System 1 total System 1 Main Trunk Size: Velocity: Loss per 100 ft.: i Cooling System Summary SF Btuh CFM Size Area Sens Htg RDuct Duct. i C Htgn Run 1,112 12,043 180 2-5 622 3,621 240 170 170 1,112 15,743 235 5-6 484 10,138 1,622 475 475 1,199 17,278 258 3-6 551 6,923 1,869 324 324 13,154 1,013 1,694 5,208 3,423 63,426 673 21,695 5,425 969 969 12x14 in. 831 ft./min 0.108 in.wg ns Lal h Stull Min CIg SysJ FM CFM Net Required: Recommended: Equipment Data Type: Model: Indoor Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: Cooling Tons 2.26 2.41 Sensible/Latent . Split 80% / 20% 75% / 25% Heating System Natural Gas Furnace 0 AFUE 0 0 Btuh n/a n/a R:1 ...1Stone Cottage Schildmeyer HEAT CALCS.rh9 Sensible Latent Total 2lat,69115hBtuh Btuh 5,425 27,120 21,695 7,232 28,926 Cooling System Standard Air Conditioner 0 SEER 0 0 Btuh 0 Btuh 0 Btuh Tuesday, December 17, 2013, 11:49 AM City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy 4,11' City of Eagan (BUILDER, PLEASE READ ATTACHMENTS) Development OAK HILLS CHURCH 2"d ADDITION Lot Number 2 Block Number Address 3462 Coachman Rd Builder Stine Cottage Construction Phone Number: 651-261-1633 Contact: Troy Asleson Tree Protection Requirements: Replacement Trees: X Attachments: Tree Protection Fencing Installed on Site Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Not Required As Follows: Eight (8) Category B trees to be installed on this lot, or on Oak Hills Church lot, following construction. X Yes (Refer to No Additional Notes: H:\ghove\2013file\treepres\Tree Preservation Plan Oak Hills Churc ,ypgi:ygjp;« pR`C, AAAo.0rrgr.X.:V AMOS>=eOtaW'Edt**i=:Y,'.3-CX.+,iW9:r1S y� �4sg+�^»s�.-ca,:.acs:.,.a.:,.ucitx•alrm.N �;>:»w;�^ 2 coco w W S89'41'06"E 242.15 N O Oak Hills 2nd Addition Tree Preservation Calculation Sheet 31 gi 0 IP2! OVWWNN 0 // Y 52.09.......8£MZf�SiBS +. RN 4 � 1 843.5_ ft)" RLS 44647 b pi As H 1 U) in L31 0 E_ -r- 1z" 1 81Y813015 31383NO3 N0'24'35"W 85.01 0313nva1 sv 3Nn1131N33 -� GV02:1 NWWHOVOO a D W W z 0 2 m o 0 K—c w 3' 0 3: w w 0 0 0 z 0 0 O 0 10 0 w Z I,..:.o. X K j. W - 101., W W N o a p 0w' u�5' 0 0 m 0 SCALE IN FEET 0 11) 0< U wrew o$ Ce - rcz Q2 w~— w0 8'6 CC 13- U us. g 0 z 0 0 0 • L1 y z O N w E n N k 0 s LL CHECKED' Effi DSP DATE: 10/28/13 £ 118Z/0 l :31Va d80:18 03>103H0 H08 :A8 NMV2ia :M32i0 0131d OLO-099L8 :# 8� D Z 0 30 m co m 3 0 0 C z 0 •0 1N3WfiNOW N0211 ONfOd S310N3a V10S3NNIW 'NVOV3 JO A110 aVOH NVWHOV00 Z9b£ 0 z m C) 0 D 0 m C) 0 z 2IOd 0321Vd32id A3n2ins 331:11 0 r m Z -n m w 0 CA) 0 0 ✓ m z 0 m m m 0 m m m 0 0 0 0 I; v m 0 cn 0 %7 Q m co 0 CIT I- al COCD Cr • CD O' • 0 0 0 wo ▪ 52. C0 m Q GO (00 0 33211 ONIISIX3 S310N3a 1N31Af1NOW NO2JI 188 S31ON30 O c z 3Wv m zr0 W 0 -<o>n Iz aMo z r- 0703 O -p z 0 m 0cn mem m�z z -1 ocn w 0 zZ vz >0 �> r r COACHMAN ROAD L0'S9 M„SC,iZ.ON L CENTERLINE AS TRAVELED CONCRETE SIDEWALK 0 I - SO' 18'54"W 85.00 33 I- M 0O 0 07 m0 v0 n 73 70 M m - 0r -n 0 n 00 D N 0v zo • 0 zZ 030 ao v z G) 0 m 0= 'gym > cn m C CO <0 mm -m 0i mm m 2 03> 0 Z= D� XCO rD 0o m z v 0 30 30 m 0 30 (1) m 30 m m 0 z 0 2 " DENOTE TREE TO BE REMOVED 0 OOOMN01100 O 0 0 0 O 00000 111 1 0 0 0 m O zzzz • 0 0 0 N wN N CO O O N N N N N N N 0 0 0pp 0 0 0 0 CD W N cxi, w -4 30 m m m 3m m w rn C m 2139Wi1N 33211 I....111. LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL:l %'��C �/ Ql � A DATE OF SURVEY: LATEST REVISION: lag /3 a t 0 O z Q DOCUMENT STANDARDS ❑ 0 • Registered Land Surveyor signature and company ❑ 0 • Building Permit Applicant ,0' 0 0 • Legal description 4/7i0 ❑ •Address 0 �• North arrow an ❑ ❑ • House type (ramb eYr, walkout, split w/o, split entry, lookout, etc.) Aarx ❑ • Directional drainage arrows with slope/gradient % 21/ 0 0 • Proposed/existing sewer and water services & invert elevation • ,i 0 0 • Street name meg' 0 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) 47‘1% 0 ,Er • Lot Square Footage /awe❑ 2 • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners „0' 0 0 • Top of curb at the driveway and property line extensions 0 p' 0 • Elevations of any existing adjacent homes )2' 0 0 • Adequate footing depth of structures due to adjacent utility trenches /12' 0 0 • Waterways (pond, stream, etc.) Proposed ,16. 0 0 • Garage floor .B` 0 0 • Basement floor .a 0 0 • Lowest exposed elevation (walkout/window) 7 0 0 • Property corners Z. 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) -M' lJ 0 • Easement line ❑ 0 • NWL 07 • HWL 10415 ❑ X• Pond # designation c..P— / 0 M 0 • Emergency Overflow Elevation 2' 0 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions 0 ,0' • Right-of-way and street width (to back of curb) ,®' 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 2" ❑ 0 • Show all easements of record and any City utilities within those easements Ga' 0 ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures xr 0 0 • Retaining wall requirements: Reviewed By: G:/FORMS/Building Permit Application Rev. 11-26-04 l >11 Date/ % 3 £ L/9Z/0 L :31V0 d80 :A8 C13)103H0 5 co 03 Hr :M32i0 01314 oLo-099/.9 :# 8or co • -s o t c w, C) 7 Ali ornlk• n- tw 0 03 CO ▪ tI x1 1 1 1 SNOISIA911 1-- 150 SOUTH BROADWAY WAYZATA, MN. m 1 w G) 0 0 V.LOS3NNIW 'NVOV3 JO A11O 133d NI 31VOS 0 w rn r>oo• © NO21dV V OiS S31ON30 I DENOTES DIRECTION OF SURFACE DRAINAGE 31OHNVW W23OIS S31ON30 NISVB HOiVO S31ON30 x INV ICIAH S31ONSO 31OHNVW AtfV1INVS S31ONSO o o • o NOIIVA313 03SOdOtid S31ON30 NOLLVA313 ONIISIX3 S31ONSO 332!1 ONIISIX3 S31ON30 DENOTES FOUND IRON MONUMENT 1N3Wf1NOW NO21113S S31ONSO 0 I 1SOd 2d3ddf18 ONY113M S31ON3O DENOTES SANITARY SEWER SERVICE ELEVATION r - m 0 rn z 0 1� <s V 0 OY J.1 844.8 a 4 44 44.1 843.8 843.5 843.2 COACHMAN ROAD airs Zits 84;L3.8 N ----ZZ- - Ctgtt 5121 •••••11111111•111. 111•IMINNOM CONCRETE SIDEWALK S'1+19 n.1,9. A r z m tr i iv in031 u 1RAIL� ENT J j ! �' 0 K OI I • I CO I of W 1 to ><8$15 "844,81 9 w Cop .. 5-4 11 as co S'61 c O, l l ' • ' Q 4+ 11.81 04901S o , N a , te1 KN I o, 07 t -Im o aui o SOZ -0 03COI0 oav 07 La....OLZ 10 oo-n azo mN9°aao oco o mvDNpv w© .M O'Zt0 ' x 9'L£$ X -. v C ■■A 33 MCI C CO 11 N D v 0 m n0 OWN v0D M r vO vX -4 O M m Om 71 0 DC D= N 0 C Zg o mD On D0 v z G) 0 m 0 -4 ID X 133 D rn co 0 73 0 73 73 co 0 0 CO 03 co co 11111110•••••101111 011•11•1•••• 11111111.1100•11111. Co SNO21I ! SddO z 0 73 co al m 21 M 21 nra z 11 II • II m Fri Cn Or. cn o SO*18'54"W 85.00 73 0 M ?r 33 i 73m il 91 g z , 05 , i co m - 1 co 5.) A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. 7J m m r - xi 0 0 City of Eagan PERMIT City of Eaan Permit Type: Building Permit Number: EA119934 Date Issued: 01/03/2014 Permit Category: ePermit Site Address: 3462 Coachman Rd Lot: 2 Block: 1 Addition: Oak Hills Church 2nd PID: 10-53591-01-020 Use: Description: Sub Type: Fireplace Construction Type: Work Type: Gas Insert Description: Census Code: 434 - Occupancy: Zoning: Square Feet: 0 Comments: Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required by law in ALL single family homes. Fee Summary: Valuation: 3,000.00 BL - Base Fee $3K $88.50 Surcharge - Based on Valuation $3K $1.50 0801.4085 9001.2195 Total: $90.00 Contractor: Hearth And Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 638-3309 - Applicant - Owner: Oak Hills Church Inc 1570 Yankee Doodle Rd Eagan MN 55121 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature RFC IVFI FEB 0 5 2014 Oak Hills Church Model 3462 Coachman Road HVAC Load Calculations for Stone Cottage Construction Inc. RHVAC ALDes Lacs Prepared By: Tim Reagan Air Mechanical Thursday, December 19, 2013 Rhvac is an ACOA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACOA Manual D. Total Building Summary Loads _ 4A-lf-o: Glazing -Double pane low -e (e = 020 or less), 107.5 3,107 operable window, e=0.20 on surface 2, insulated fiberglass frame, u -value 0.34, SHGC 0.29 4A -2a -d: Glazing-DotRe pane low -e (e 0.20 or less), 42 1,000 sliding glass door, a=0.20 on surface 3, wood with metal clad frame, outdoor insect screen with 50% coverage, u -value 0.28, SHGC 0.3 4A -1f -o: Glazing- u e pane low -e (e = 0.20 or less), 104 2,741 operable window, a=0.20 on surface 2, insulated fiberglass frame, u -value 0.31, SHGC 0.29 4A -2a -d: Glazing -Double panelow-e (e = 0.20'or less), 49 1,166 sliding glass door, a=0.20 on surface 3, wood with metal clad frame, external shade screen coefficient of 0.35 and 100% coverage, u -value 0.28, SHGC 0.4 4A -1f -o: Glazing -Double pane lows (e = 0.20 or less), 83 2,399 0 967 operable window, a=0.20 on surface 2, insulated fiberglass frame, indoor insect screen with 50% coverage, u value 0.34, SHGC 0.29 11N: Door -Meal - Polys. ne Core 42 1,250 0 352 352 12E-Osw: Wall -Frame,( nsulation in 2 x 6 stud 2244.5 12,972 0 2,351 2,351 cavity, no board insu ation, sidin ish, wood studs BO-Ssf-8: Wall -Basement, Custom oard insulation 816 5,271 0 0 0 to floor, no interior finish8floor depth E-8sw: Wall -Frame, Custom, -R-8 Rim Joist insulation, 292 1,216 0 144 144 siding finish wood studs 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic 1199 2,242 0 1,266 1,266 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shi • or Dark Metal, Tar and Gravel or Membrane, nsulation 21A -20-c: Floor-:asernent, Concrete slab, any thickness, 1112 2,552 2 or more feet below grade, no insulation below floor. carpet covering, shortest si. e o floor slab is 20' wide 20P _38 loor-Over open crawl space or garage, Passive, jet. 227 lanket insulation, any cover /.g/ 36,143 1,929 1,92 1,198 1,198 3,238 3,238 840 840 Sub for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 108, Summer CFM: 87 Ventilation: Winter CFM: 145, Summer CFM: 73 Exhaust: Winter CFM: 145, Summer CFM: 145 Humidification (Winter), 14.37 gal/day Total Building Load Totals: Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: Aftliitat 962 3,423 28,496 Ifo Total Heating Required Including Ventilation Air. Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 5 0 0 0 0 0 21 21 0 12,306 12,306 1,000 1,150 2,150 722 5,871 6,593 0 0 0 0 0 0 36 2,029 1,213 3,242 54 1,694 1,013 2,707 5,270 0.... 64,403 5,445 21,553 26,998 CFM Per Square ft.: Square ft. Per Ton: 0.281 1,429 -tuh 44 Btuh 26,998 Btu 4.403 MBH 80 20 % 2.25 Tons (Based On Sensible + Latent) R:\TOLL BROTHERS\HVAC\Stone Cottage Church Hill Model.rh9 Thursday, December 19, 2013, 7:17 AM Project Report Project Title: Designed By: Project Date: Client Name: Company Name: Company Representative: Oak Hills Church Tim Reagan 12-13-13 Stone Cottage G Air Mechanical Tim Reagan odel 3462 Coachman Road nstruction Inc. Prr7IVED FEB 0 5 2014 Reference City: Building Orientation: Daily Temperature Ran Latitude: Elevation: Altitude Factor: Winter: Summer: inneapolis, Minnesol Front door faces West Medium 44 Degrees 834 ft. 0.970 Outdoor Outdoor Dry Bulb Net Bulb -15 -15.33 88 " 73 Outdoor Indoor Indoor Grains Rel.Hum ReLHum Dry Bulb Difference n/a 30% 70 31.53 50% 50% 75 35 Total Building Supply CF Square ft. of Room Area: Volume (ft3) of Cond. Space: 2 3,423 28,496 CFM Per Square ft.: Square ft. Per Ton: 0.281 1,429 Total Heating Required including Ventilation Air. Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 64,403 B 21,55 Btuh 5,445 Btuh 403 MBH 80 % 20 % 2.25 Tons (Based On Sensible + Latent) 2.39 Tons (Based On 75% Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. R:\TOLL BROTHERSIHVACtStone Cottage Church Hill Model.rh9 Thursday, December 19, 2013, 7:17 AM New Construction Energy Code Compliance Certificate REC''IVED 5 2014 Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed m Table N1101.8. Date Certificate Posted ' LB Cottage Construction, Inc' Maffing Address of the Dwelling or Dwelling Unit Coachman3462Road City Eagan Name of Residential Contractor NameStone Stone Cottage Construction, Inc. MN License Number BC636874 THERMAL ENVELOPE RADON SYSTEM Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active ( With fan and monometer or other system monitoring device) Other Please Describe Here Below Entire Slab X Foundation Wall 5 Type in location: exterior (rigid fiberglass) Perimeter of Slab on Grade X Rim Joist (Foundation) 8 X Type in location: integral Rim Joist (1a Floor+•) 8 X Type in location: integral Wall 19 X Ceiling, flat 44 X Ceiling, vaulted X Bay Windows or cantilevered areas 38 X Bonus room over garage 38 X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: 0.31 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 R -value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural Gas Electric Electric Passive Manufacturer Bryant AO Smith Bryant Powered Model 912SB48080S17 ECT52210 113ANA030 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 80,000 Capacity in Gallons: 52 Output in Tons: 2'5 Other, describe: Structure's Calculated Heat Loss:64,403 Heat Gain: 21,553 Locat'on of duct or system: Efficiency AFUE or HSPF% 92% SEER: 13 Calculated cooling load: 26,998 Cfm's " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type " metal duct Combustion Air Select a Type X Not required per mech. code Passive Heat Recover Ventilator (HRV) Capacity in cfins: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfins: Low: High: Loca ion of duct or system: X Continuous exhausting fan(s) rated capacity in cfms: 80 CFM Location of fan(s), describe: Main Bath Cfm's Capacity continuous ventilation rate in cfms: 80 CFM " round duct OR Total ventilation (intermittent + continuous) rate in cfms: 180 CFM " metal duct Created by BAM version 052009 City of Eapll Address: 3462 Coachman Rd Permit #: 119780 The following items were / were not completed at the Final Inspection on: Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage fly7��zo 7)04/e-- Porch )0ie Porch no pDacv, Lower Level Finish Deck f'( 5 kej. no De L Fireplace /1/1191\ P I,E)e) rZ • 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. 4 Building Inspector: G:\Building Inspections\FORMS\Checklists City of Ekon Engineering Division 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651-675-5646 — Fax: 651-675-5694 www.cityofeagan.com Permit To Work Within City Property / Righ General Information Permit Number: P414-0 7#. Date Received: - /_ l `-l' FOR CITY USE ONLY iDd.4J6- II WI Submit 1 (one) completed form with 3 (three) sets of maps -Of-Way / Easements Applicant: `tbrIE 0,,,TA , a, Zugl /n4G GSOC Reg. #: Address: ji._j'fl c .t.tF L WA's' City: Asf1'LL jPe CE 'f State: M \L Zip: SS i24 Contact Person: L`�l&tf i"tt ;up r 4 Title: ift it,-(latfl , Email: j9, i A(4. ®---1)i Cs TAGS_ ,Corn Phone: (p5 i :756-119? Fax: %SZ 443 --S..S(P Contractor (if other than applicant): GSOC Reg. #: Contact Person: Title: Email: Phone: Fax: Location: & 4(2. C: NCAr ( `2-' (Street, property address or legal, or distance and direction from nearest public street intersection) Excavation Information Start Date: (P-12 - /4 Purpose of Construction: New o Completion Date: 4s—/ 2 — /4 Repair o Replacements' Other o Type of Excavation: Trench o Hole ❑ Plowing ❑ Boring o Joint Trench Construction: Yes o No o Lane Closures Required: Yes o No o Detour Required: Yes o R/W Area being disturbed: Street Surface o Curb/Gutter Sidewalk/Trail 0 Additional information: c-ugrtptAec r , k . — FL Mg ie v+,ac y c.cfT Other ❑ No o Boulevard o The undersigned herewith accepts the terms and conditions of this permit by the City of Eagan as herein contained and agrees to fully comply therey%ith h:.atisfaction of the City of Eagan. The undersigned also declares that he/she will comply with all relevant City Ordinances t of Way Regulations. Signed: 1' '.w Title: Pe,c‘irn%tY- Date: FOR CITY USE ONLY Financial Security Amount: $ Special Conditions: /17,471 - Type: Receipt No. Permit Fee: $ Z 0 Receipt No. (Cash, Bond, LOC, etc.) APPROVED BY: DATE: TION OF PERMIT ENT OF PUBLIC WORKS Date: C!tyofEaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use I{�. I Permit #: l Permit Fee: / ``1 7 yl Date Received: T - a '� */ Staff: 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Name: Site Address: Unit #: oak Th 115 CAA.A.rc-k- Address / City / Zip: J ti 6 2"' 04)431-GLt` i . c..— Applicant is: /\ Owner Contractor Description of work: ' e Gk Construction Cost: / 7 3 5- 0 Phone: 6c I' I% 7 t 2 tam /r2-- 2io o® Multi -Family Building: (Yes / No ".,1_ Company: 130 Contact: Address: _ City: State: Zip: Phone: Email: License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Phone: Phone: Fire Suppression Contractor: Phone: Mechanical Contractor: Sewer & Water Contractor: 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.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. Applicant's Printed Name x Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of Plex WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% 7� ) Census Code # of Units # of Buildings Type of Construction Fireplace Garage 4 Deck Lower Level _ Porch (3 -Season) _ Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) _ Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Pool Occupancy Code Edition C oning _...— Stories Square Feet Length Width / ` Footings (Deck) Footings (Addition) Foundation Roof: _Ice & Water _Final Framing Fireplace: _Rough In _Air Test _Final Insulation Sheathing Sheetrock Fire Walls Braced Walls Reviewed By: 1Z _ Siding Reroof Windows — Egress Window 4 Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building _ Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant 1 MCES Syste SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Pool: _Footings Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 w d80 A8 03)1O3HO t 1 1 HOS £149121 suolsaw1O q.in0 8-8 '1 m 0 0 H08 £ L/SZ/l L AMO gad suolslnaa OLO-099L9 :# 801. SNOISIA9b SL/o - (off L'VlLil-v-L- <C . 1 0 0`s° �0 M en0. 0 0 csi Z 0019 i m G) 0 c Z 2 V10S3NNIW 'NVOV3 V/ 00 Z m gm t / � o 0� m Dom En) v O 1l o m�cn 0 / 0 < PZ�/� m VJ N D r m z m m NONdV WkI01S SaLON30 r DENOTES DIRECTION OF SURFACE DRAINAGE 31OHNVININUO1S SaLON30 O O O 0 NOIJVA313 03SOd021d SaLON30 NISV9 HO.LVO S310N30 x NOLLvA313 ONIISIX3 S31ON30 331:11 ONIISIX3 S31ON30 1NVUOAH S310N30 31OHNVW AHV1INVS S31ON30 • O 1N30111NOW NO1JI ONfOd SaLON30 4 1SOd U3ddf18 ONV113M S31ON30 1 m G) m v 1 1 A 1 A)TEN1\1 1 1 r- 1 / 1 1TC' r1,-ivl, 1 vI7r11 DENOTES SET IRON MONUMENT I ..,0 DENOTES SANITARY SEWER SERVICE ELEVATION 0 go 0 0 -1 rtim0 rnm{�um W c u w c°ip en n m L AOOaaVH 844.8 is 844.4 „844.3 844.1 8418 843.5 843.2 otth O N * COACHMAN ROAD Z•tt9 O`ss 843.8 ,t7Z.ON 843.5 STt9 0* N• to O 0 -o m z r 0o 00 N MI - 0 v vz —10 M mF O5; 0c �_ N ° c z c0 z m0 D0 v - z O O 9'149 rtt8 CONCRETE SIDEWALK 9'119 '13•01.1'- g se u .1 0* 844.1 --ZZ- 1$9$+ SIN 04 S'£t9 OD Co N SO 4. N N 0 (S'Sty) 121 Ee‘acn� Wc* o= D m <0 mm <m 0-4 -4 om )" c� Din Fri D 0 0 72 m m 0 m z m m -zi 0 N W u n 00 GDCD COCO Vel) CAto z x m 0 z 0) D m 0 m -1 0 0 0 m 0 m m SNOUI 13SIdO X z z 73 "'z v 0 m-�m ng n moo" E 47fi 1RAIL1 CQ' N O ■ 9'f1!9 844 8 I 95:�s m i dOWS 0'Z I 1v S'OZ 0 0 0 ENT W 01 A o V61.0 0' II 0) ,.4 -0 �o Nm iA co tJ 0) 0 A 10 Co 0 s x Z CO 0 IV co m mxz --I;3 CO 000 mmm 0 000 m 21 in Om 0m Z° Mo em m2 1,3 <>z zo z H n u a* co tie 0 0 '0 0) m m r- 0 Z S0' 18'54"W 85.00 En Iv 0°° rn zs mmm m -n r -1 17O�81'a xe K pp 74 x0mm m�Z -< TD -1 m �o� oz � 0 z Z m A m xlm 1 u n Q O g z 0 0* 73 0 72 O —1 D v Z rnv ELT. r _g 4 ODO csi mD Z Z rn-m 7103 G) 21 0 m > C rc z -4 mzz Z0� go ,;13 m �I m OO 0 vco F xr� m-13 O v 000) --IM v °0 O 1 g �m zo v� z -4 0 v c 0 z 0 O c D z 5.) A TITLE OPINION WAS NOT FURNISHED TO THE SURVEYOR. Z cm 00 -I0 Om 0) co <6 03 ° m D� <O °' z r my 28 rim l'Zt7Z 3„9O, t t .68S b m0 c Om vm a/0 mz ON x m m 'E1 O v rn to O m 8 CO t.+ (0 0 k I'£19 YMt9 _.a 4-13'13°1 EAGAN 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651) 675-5675 1 TDD: (651) 454-8535 1 FAX: (651) 675-5694 Email: buildinginsoections(a cityofeacian.com Plan Submittal: eDlans@citvofeagan.com (0.3'4 FUse/ c_.1 5 3 PermitorOffice #: Permit Fee: 691.31 Staff: REG ETV- � I Payment Recvd: Yes No MAR 282019 Electronic Paper 2019 COMMERCIAL MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive Date: 3/26/2019 Site Address: 3462 Coachman Rd. Tenant: Oak Hills Church Suite #: J Owner - Name: Oak Hills Church Phone: Address /city /zip: 3462 Coachman Rd. Contractor Name: Sedgwick Heating License #: Address: 1408 Northland Drive Suite 310 City: Mendota Heights State: M Nzip: 55120 Phone: 952-881-9000 Contact: Holly Flood Email: hollyf@sedgwickheating.com Type of Work V New Replacement Additional Alteration Demolition Description of work: Duct 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. Permit Type COMMERCIAL New Construction Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank ( Install / _ Remove) COMMERCIAL FEES $60.00 Permit Fee Minimum 2684.00 Contract Value $ x':015 $75.00 Underground tank Surcharge = Contract Value If the project valuation is over 60.00 removal, includes State Surcharge = $ Permit Fee = $ 1.34 Surcharge x $0.0005 $1 million, please call for Surcharge = $ 61.34 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagtan.com/subscribe. 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. x Holly Flood Applicant's Printed Name Ap It t' Sign ure FOR OFFICE USE Required Inspections: Reviewed By: Date Underground Y1 -Rough In Air Test Gas Service Test In -floor Heat Final HVAC Screening RECEIVED JUL 25 2019 For Office Use • , i Permit#: g;friq EAGANPermit Fee: • Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: buildinginspectionse.cityofeagan.com 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: 316a `phi r Nan MN SS 0,1 , Unit#: Name: GAIL $1‘,s ChurC \ , R � R. (ori%Ot\ Phaine: .(9S 1 12%1- /S-70 Resident/ Owner Address/City/Zip: I S ,10 1gnIo.c; .DoeAk act Aral MAI 1.) I Applicant is: Owner Contractor Type of Work Description of work: NcrY1,cl\t- Construction Cost: 71 0 00 Multi-Family Building: (Yes /No ) Company: L �fl ,/"7-% Contact: WA vie L"P-i Address: Iié/ 7 Cib' \ City: Contractor CC,,.�� // L/ State: fl Zip: �,-. 06� Phone: q .e? I DEL16 License#: 3 7 3 7 1 3 Lead Certificate#: If the project is exempt from lead certification, please explain why: ckg\ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. 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. 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.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xs-R g CkS \ � � � Applicant's Printed4lame Appli t's Signature DO NOT WRITE BELOW THIS LINE 3!/� . Coc1'vit -1i 120.1 /s 72 / 7 SUB TYPES Foundation Fireplace Porch(3-Season) Exterior Alteration(Single Family) ?° Single Family Garage Porch(4-Season) Exterior Alteration(Multi) Multi Deck Porch(Screen/Gazebo/Pergola) MisCe laneous 01 of_Plex }4 Lower Level Pool Accl�ssory Building — WORK TYPES New Interior Improvement _ Siding Demo ish Building* Addition Move Building _ Reroof Demo ish Interior 10 Alteration Fire Repair _ Windows Demo ish Foundation Replace Repair _ Egress Window Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation /D,voa Occupancy .J jzC - 1 MCES System Plan Review Code Edition ,jjn 20 1 5' SAC Units (25% 100% t'°) Zoning —) City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final I C.O. Required Footings (Addition) 76 Final I No C.O. Required Foundation Foundation Before Backfill HVAC Service Test Gas Line Air Test Hood Roof: Ice &Water Final Pool: Footings Air/Gas Tests Final .p Framing 30 Minutes 1 Hour Drain Tile ( Fireplace: Rough In Air Test Final Siding: Stucco Lath Stolle Lath Brick EFIS Insulation Windows Sheathing Retaining Wall: Footings Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In`Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: 0 w ,4Vi2 "/,t9 , Building Inspector RESIDENTIAL FEES 5-0.0 59. /4?-- L. L . ( I Za-d a Base Fee S fi. : Surcharge EK71eR;oa W,,f-/if Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit& Surcharge Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3