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4899 Steeplechase CtPERMIT City of Eagan Permit Type:Plumbing Permit Number:EA128561 Date Issued:11/19/2014 Permit Category:ePermit Site Address: 4899 Steeplechase Ct Lot:2 Block: 6 Addition: Steeplechase Of Eagan PID:10-72540-10-045 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Troy Good 3670 Dodd Rd Eagan, MN 55123 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Cynthia D Thorp 4899 Steeplechase Ct Eagan MN 55122 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature Mar 09 11 11:59p 411,// r Cityofaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 p.1 Use BLUE or BLACK Ink For Office Use i5 Permit Fee: V Reced:C— Date Permit # Staff 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 3 - - l/ sits Address: 4899 S+ t;p 1 t' ('k A sc c - Unit #: RESIDENT / OWNER Name: S+6,0 T`, 55 Phone: C3 — 6110 - YNos Address / City / Zip: fiti3 CtC( G,{-Cv-k A N.x Lt,4 • IV,u) c- • e, Applicant is: Owner ) , Contractor TYPE OF WORK CONTRACTOR Description of work: e\S'Mr 6l H-uA^lJ- GL- SL -c{, b C In 13p61 -- Construction Cost: otj `'- ,iti! Multi -Family Building: (Yes .�'N / Noic, Company: L Alt EJ ; tlzx PP rt Address: “o 0 c n...3.‘ J �? Contact: c..-04" 4' S t L -i City: Li4k(= v.tilt; State: y I `I Zip: .SD L( Li Phone: '1O ('S — ((`'f -' f-( ? Y).. License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last12 oaths, has the City of Eagan issued a permit for a similar plan based on a master plan? ,'es No If yes, date and address of master plan: Licensed Plumber. Mechanical Contractor Sewer & Water Contractor: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecaii.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit, that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Scoif cJ {6 Applicant's Printed Name x Apllicant's Signature Page 1 of 3 C!tyofEaaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (6)-675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: q/o Permit Fee: Date Received: Staff: 2009 RESIDENTIAL BUILDING PERMIT APPLICATION 4s9ct S-tee_ple—GACAZa Gf Date: Site Address: 6i- YN Tenant: Suite #; RESIDENT / OWNER Name: S Tess Phone: 647 -6S ""I-2ZY Address / City / Zip: 9i Sf'e% tai cr..t e. C ri SS-) 2-Z Applicant is: X Owner Contractor TYPE OF WORK WOK el-- �•N/-s14).1a Description of work: Construction Cosi) Q/ o a Multi -Family Building: (Yes / No X. ) CONTRACTOR Name: J el -C License #: Address: City: State: Zip: Phone: Contact Person: COMPLETE In the last 12 months, has Yes No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor Phone: NOTE: Plans and supporting documents that you submit are considered to be public hNormation.. Port ons of the information may be classified as non-public if you provide specific reasons that would Vii# the C/ty to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 464-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval •f plans. x 5•--T-004E14 -r - Applicants Printed Name - OCT 2 8 2009 Appl Signature Page 1 of 3 DO NOT WiItTE BELOW THIS UNE SUB TYPES _ Foundation — Fireplace — Porch (3 -Season) _ Storm Damage _ Single Family ^ Garage — Porch (4 -Season) Exterior Alteration (Single Family) _ Multi D k _ Porch (ScreenlGazebolPergola) _ Exterior Alteration (Multi) 01 of ^ Plex __._Lower Level __._ Pool _ Miscellaneous _ Accessory Building WORK TYPES __ _ New — Interior Improvement ^ Siding Demolish Building* _dition _ Move Building_ Reroof _ Demolish Interior /Alteration — Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair — Egress Window — Water Damage _ Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Plan Review (25% 100% ) Census Code # of Units # of Buildings Type of Construction 3apv. 4/..19 Occupancy Z/ZG . 3 MCES System Code Edition ,Za.7? SAC Units Zoning P/) City Water Stories — Booster Pump Square Feet — PRV Length -- Fire Sprinklers — Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation _4 HVAC Drain Tile Other: Roof: Ice & Water Final Pool: Footings Air/Gas Tests Final Framing Siding: Stucco Lath Stone Lath Brick Fireplace: Rough In Air Test Final Windows Insulation Retaining Wall: Footings — Backfill _ Final Meter Size: Radon Control Erosion Control Reviewed By: / Building Inspector RESIDENTIAL PEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 3o ///e Page 2 of 3 Date: 11/28/07 Revision Date: 11/28/07 New Construction Site Information Address 1: 4901 Steeplechase Court Project Steeplechase of Eagan Address 2: Medina/loft Lot: 44 Block: 6 City: Eagan County: Subdivision: Aaplication Information Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 House Details Square Feet: 4621 sq. ft. Avg. Ceiling Ht: 12.25 Number of Bedrooms: 3 ft. Ventilation : Balanced Total Ventilation Capacity : 248 cfm. Minimum Continuous Ventilation :60cfm. Intermittent Ventilation: 188 cfm. Combustion Aapliance Water Heater: Power Vent Input BTUs: 80,000 Independently Vented FumacelBoiler: Direct VenUSealed Com6ustion Input BTUs: 80,000 Independently Vented Other Combustion Aaotiances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equioment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make-Uo Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. Applicant Name (print): ~e/~"e~ ya~~...;~ Signature/Date~ z~ Code Official (print): Signature/Date: 6 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 Address: 4901 Steeplechase Court Zip: 55122 P rmit: 81754 THE FOLLOWING ITEMS WERENJERE NOT COMPLETE AT FINAL INSPECTION ON : 0 Y Yes No Comments Final rade - 6" from sidin Permanent ste s- ara e Permanent ste s- main ent Permanent drivewa Permanent as Retainin Wall or 3:1 Max Slo e Sod/Seeded lawn Trail/curb dama e Porch Lower level finish Deck Fire lace . 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 City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. ~ BUILDING INSPECTOR: / J' G/Bidg InsplForms/2007/Checklists , --,a ' ,1 l~ /<,5, . R -n x , Address: 4903 Steeplechase Court Zip: 55122 Permit: 81757 THE FOLLOWING ITEMS WEREMlERE NOT COMPLETEAT FINAL INSPECTION ON : d~ Yes No Comments Final rade - 6" from sidin Permanent ste s- ara e Permanent ste s- main ent Permanent drivewa Permanent as Retainin Wall or 3:1 Max Slo e Sod/Seeded lawn Trail/curb dama e Porch Lower level finish Deck Fire lace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside iawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. ~ ~ BUILD~NG INSPECTOR: GlBldg InsplForms/2007/Checklists ~ Date: 11/28/07 Revision Date: 11/28/07 New Construction Site Information Address 1: 4903 Steeplechase Court Project Steeplechase of Eagan Address 2; Wayzata/ram. Lot: 43 Block: 6 City: Eagan County: Subdivision: Appiication Information Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 House Details Square Feet: 3866 sq. ft. Avg. Ceiling Ht: 12.5 Number of Bedrooms: 4 ft. Ventilation : Balanced Total Ventilation Capacity : 211 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 136 cfm. Combustion Appliance Water Heater: Power Vent Input BTUs: 80,000 Independently Vented Furnace/Boiler: Direct VenVSealed Combustion Input BTUs: 80,000 Independently Vented Other Combustion Aoaliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make-Up Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 4 inches or Insulated Flex: 5 inches Applicant Name (print):~ e~ti ~e.~~~_ Signature/Date: ~ Code Official (print): Signature/Dat . ~ 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 . . ~ ~i ~~o (aa~ 9y 4 2007 RESIDENTIAL BUILDING PERMIT APPLICATION PL ~5 ~ 75 ~ ~Ln SQ City Of Eagan rn ~ gr 7s3 C~~, s~ 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 L~C~' G~~' JNew ConsVUCGon Reauirements RemodeVReoair Reauirements Office Use Onlv 3 registered sile surveys showing sq. R. of lok sq. ft of house; and all roafed areas 2 wpies of plan showing footlrigs, beams, jolsts Cert of Survey Recd Y_ N (2D°h mazimum lot cmeraqe allowed) 1 set of Energy Cakulatio~ far heated additlons So~s Repod _ Y_ N --tSeilcRe~eAif pwposed buiMing is lo be plxed rn disNrbed soil 7 site survey br additions 8 decks Tree Pres PladRecd Y_ N, ~copies of plan showing beam 8 windaw sizes; poured faund design, etc. AddBion - indicafe il on~sile septic sysfem Tree Pres Required ~ Y_ N 1 sef ol Energy Calculatpns ` On-site SepUC Sysfem _ Y_ N ~eep~oF-kee Preservation Plan if lot platted after 7/1193 ~~1 R '1 ?Rim Jasl Detail Optlons selection sheet (bu7di~s with 3 or Iess uniLsJ ~T~/IC~ p!/~ l l~(~ /.~~-7,. W- ~ ./Minnegasca mechanical ventilatlon farm ~ Plans are considered pubiic information unless you state the are trade secret and the reason. Date H / O 1 Construction Cost Site Address L/f!4'~yrr~`t.sa.~~ G7' , Unit/Ste # ~ _ in L! << ~C-Cl; - •r~c i . ~ o~ 3-.; Description of Work Mvirr fwolriv .~.J ~nA~ci ~ Multi-Family Bldg ~ Y N Fireplace(s) _ 0 Zc 1 _ 2 PropeHy Owner ~ice. i,~to~av6CS Telephone ~S~ ) 3GS- 060/ Contractor 'T~ aoerrRS.cc ' Address ~s1S'4G ~..!<~Erwh,s£ r.1,4.? City Easw~l State MiJ Zip S'1SbAO Telephone s/ ) 345'-ob0/ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categorv 1 _ Minnesota Rules 7672 Energy Code Category , Residenlial Ventilation Cate9ory 1 Worksheef • New Ener9y Code Worksheet submission typeJ Su6mitteA Su6mitted • Energy Envelope Calwla6ons Submitted In the last 12 monihs, has the CiTy of Eagan issued a permit for a similar plan based on a master plan? ~D Y, _ N If yes, date and address of master plan: Licensed Plumber Yi ynra~rst ~iv..a~Jb Telephone #(~63~ t,rqd - Gi~ Mechanical Contractor Qky /?6rr6~ Telephone #~dia) RRS^ y~K~ Sewer/Water Contractor Telephone # 1~ ) 919- 43HS~ I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; : that the work wi(1 be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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 ' ' nd approval of plans. ~~~5 Q~~ D J,,,,. .(~FPN ~~,~z„re~- DEC 0 4 2007 ApplicanYs Printed Name ApplicanYs Signa re By _ , , , j DO NOT WRITE BELOW THIS LINE • Sub Tvpes ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? OB 06piex ? 16 Fireplace ? 21 Porch (3-seaJ ~ ? 31 Ext. Alt-Muiti ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 EM. Alt - SF ? 04 02-plex ? 10 OS-plex ' ? 18 Deck ? 23 Porch (screen/gazebolpergola) ? 36 Multi Misc. 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ~ ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es ~ 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addi6on " ? 36 Move Building ? 42 ~emolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 . WindowsJDoors ? 34 Replacement 'Demolitlon (Entlre Bldg) - Give PCA handout to applieant ~ DeSCNptlOfl: WaterDamage_Yes . . . Valuation ~V ~ Occupancy MCES System Plan Review 100% or ~ 25% D///~~~~ ~ L~~ Census Code Zoning ~ City Water SAC Units ~4~ Stories Booster Pump # of Units J Sq. Ft. PRV # of Bldgs ~ Length ~ Fire Sprinklered Type of Const ~ Width i ~ REQUII2ED INSPECTIONS Footings(new bldg) Sheetrock _ Footings(deck) ~ ~ FinaVC.O. - Footings (addition) _ FinaUNo C.O, ~ Foundation _ HVAC Drain Tile . Other Roof Ice & Water Final Pool Ftgs ~ Air! Final ~ Framing _ Siding _ Stucco Lath Stone Lat _Brick ~ Fireplace R.I. AirTest ~Final - Windows . Insulation ~ ~ Retaining Wall Approved By: _~Z~, Building Inspector BaseFee ~!~~e/ I f„ !~9 IC, „S~ ~ ~ bf'~~,5~ Surcharge I~~~ ~Y /zZ v Plan Review 'An~A-T,1 ~ ! ~ ~ b ~r7~0 ` ? J/o ~y MC/ES SAC Vy ~~vi••- ,p/ ~?a~~ ~9~ ~3, c~- ~ ~~3~~ c~ri sac ~ 2S-b Utility Connection Charge 5~ a S&W Permit & Surcharge ~r.uL 3, ~w Treatment Plant ~~'j /~t ~ ` ~ ~ ~I' / ~ License Search . ' G / ~ ! ~0 , , ~~f Copies n~ E ~ ~ ~S 7 Other , Total ~ ~V~~~ J ~ , _ . REScheck Software Version 4.0.1 Compliance Certificate Project Title: Medina Model Report Date: Otl17I08 Data filename: K:\_ENGINEERING SERVICES\_HVAC DEPT1_Energy CalculationslMN\Steeple Chase of Eagan- Carriage-SECR10441Medina-Classic-044-20061 RC_Rev2.rck Energy Code: 2006 IECC Location: Eagan, Minnesota Construction Type: Multifamily Builidng Orientation: Bldg. faces 45 deg. from North Conditioned Fioor Area: 2910 ft2 Glazing Area Percentage: 8°/a Heating ~egree Days: 7987 Climate Zone: 6 Conshuction Site: Owner/Agent DesignedContrector: Steeplechase of Eagan - Carriages- SECR Toll 8rothers Inc. Toll Brothers Inc. 4901 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 Permit # 044 Permit Date: 01l09/2008 t Flat Ceiling: Flat Ceiling or Scissor Tmss: 1726 44.0 0.0 46 ~ Skylight 1: Vinyl Frame:Double Pane wi[h Low-E: 8 0.560 4 ~ SHGC: 0.32 Skylight 2: Vinyl Frame:Double Pane with Low-E: 8 0.560 4 SHGC: 0.32 Garage wall: Wood Frame. 16" o.c.: 179 19.0 0.0 10 Orientation: Fmnt Door 5: Solid: 17 0.200 3 Orien[ation: Front Knee Wall: Wood Frame, 16" o.c.: fi0 13.0 0.0 5 Orientation: Front Band Joist: Wood Frame, 16" o.c.: 332 19.0 0.0 ~ 20 Orien[alion: Fron[ Ex[erior Wall 6": Extenor Wall 6": 1633 19.0 0.0 88 Orienta4on: Right Side Window 2: Vinyl Frame:Double Pane with Low-E: 123 0.350 43 SHGC: 0.33 Orientation: Right Side Door 7: 5olid: 20 0200 4 Orientation: Right Side Door 8: Glass: 20 0.340 7 SHGC: 0.27 Orientalion: Right Side Basement Wall i: Solid Concrete or Masonry: 7190 0.0 10.0 64 Orientation: Front Wall height 9.0' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Vinyl Frame:Dou61e Pane with Low-E: 4 0.350 1 SHGC: 0.33 Orientation: Front Door 9: Glass: 40 0.340 14 SHGC:D27 Medina Model ~ ~ Page 1 of 5~ Orienta[ion: Front Floor Over Garage: All-Wood JoisVTruss:Over Uncontlitioned 206 30.0 0.0 7 Space: Furnace 1: Forced Hol Air: 92 AFUE Air Conditioner t ElecMc Central Air: 13 SEER Compliance Stafement The proposed building design described here is consistent with lhe building plans, specifcations, and other ~ calculations submitted with the permit application. The proposed building has been designed to meet [he 20D6 IECC requiremenis in REScheck Version 4.0.1 and lo comply with the mandatory re yirem nts listed in the REScheck Inspection Checklist. I._ p,.ere~y certify thai Lus plan, specq_ V`~iu C~SSe -Ass~-Di r~ec~~'~'.vtA fication, ur rrp~ , t was y.: epared b Name -Titie ~nd ~ ~~t ~ ~,)~u=i~e~ ~p ed~sion oa~e P: nFtssis~~al l:;,r;inzr,r enucr the Project Notes_ ie:w, af li:e Si:z~te cf Mirmesuta, Elevation: Classic Options: 007, Ot6, 017, 070 ;'rint Na;.ic: LISA M. G205SE B.Leonards c~,,~ Order 17650 Task 68503 SiFn3:Gi0: ~u / yL ~ 1/17l08 atlded 2 skylights Date .~7~ I.ice_ se #iq4835 _ . _.____._.___.w...__~._~.~ W____._______..~___ _ Medina Model Page 2 of 5 REScheck Software Version 4.0.1 Inspection Checklist Date: 01/17/OS Ceilings: ? Flat Ceiling: Flat Ceiling or Scissor Truss, R-44.0 cavity insulation Comments: Above-Grade Walls: ? Garage wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: ? Knee Wall: Wood Frame, i6" o.c., R-13A cavity insulation Comments: ? Band Joist: Wood Frame, 16" o.c., R-19.0 caviry insulation Comments: ? Ex[erior Wall6": Exterior Wall 6", R-19.0 caviTy insulation Comments: Basement Walls: ~ ? Basement Wall 7: Solid Concrete or Masonry, 9.0' ht! 8.5' bg! 8.5' insul, R-10.0 continuous insulation Comments: Windows: ? Window 2: Vinyl Frame:Double Pane with Low-E, U-factor 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? - Yes - No Comments: ? Window 3: Vinyl Frame:Double Pane wi[h Low-E, U-fac[or: 0.350 For windows without la6eled U-factors, describe features: #Panes - Frame Type Thermal Break? _ Yes - No Comments: Note: Up to 15 sq.k. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ? Skylight 7: Vinyl Frame:Double Pane wilh Low-E, U-factor 0.560 ~ #Panes - Frame Type 7hermal Break? - Yes - No Comments: ? Skylight 2 Vinyl Frame:Double Pane with low-E, U-factor: 0.560 #Panes-FrameType ThermalBreak?-Yes-No . Comments: ~ Doors: ? Door 5: Solid, U-factor: 0200 Comments: ? Door 7: Solid, U-fac[or: 0200 Comments: Medina Model ~W~~~~ ~~~~N.~W~~V~~~--~~ page 3 of 5 ? Door 8: Glass, U-factor: 0.340 Comments: ? Door 9: Glass, U-factor: 0.340 Comments: Floors: ? Floor Over Garage: All-Wood JoisUTruss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Floor insulation is inslalled in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ? Fumace 1: Forced Hot Air: 92 AFUE or higher Make and Model Number: 0 Air Conditioner 1: Electric Central Air. 73 SEER or higher Make and Model Number: Air Leakage: ~ Joirtts, penetrations, and all other such openings in [he building envelope that are sources of air leakage are sealed. ~ Recessed lights are either i) Type IC rated wdh endosures sealed/gaske[ed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air-tigh[ assembly with a 0.5" clearance from com6ustihle materials and a 3" clearance from insulation. Vapor Retarder: ~ Vapor retarder is installed on ihe warm-in-winter side of all nornvented hamed ceilings, walls, and floors; or it has been determined tha[ moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identi£cation: ~ Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipmenl and service water heating equipment have been pmvided. ~ Insulation R-values, glazing U-factors, and heating equipment eKciency are clearly marked on the building plans or specifcations. ~ Insulation is ins[alled according to manufacturer's instrucfions, in substantia~ contact with the surtace being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ~ ~ucts in unconditioned spaces are insula[ed to R-8. ~ ~ucts in floor trusses are insulated lo R-6. Duct Construction: ~ Air handlers, filter boxes, and duct connections to flanges of air distribufion system equipment or sheet metal fttings are sealed and mechanically fastened. ~ All joinls, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mas[ics are rated l1L 181A or UL 1878. ~ Building framing cavities are not used as supply ducts. ~ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts_ ~ Addifional requiremen[s for tape sealing and me[al duct crimping are included by an inspection for compliance with [he Intemational Mechanical Code. Temperature Controls: ~ Thermostats exist for each dwelling unit (non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room is provided. Electric Systems: ~ Separate elechic meters exist for each dwelling unit. Heating and Cooling Equipment Sizing: U Additional requiremeNS tor equipment sizing are induded by an inspection for compliance with the Intemational Mechanical Code. Circulating Hot Water Systems: .a....~....____„,w_____~.._.w____._._._.._w___.___._.__..__..._........._.~...._._........_..._ Medina Model ~ Page 4 of 5 ~ Circulating hot water pipes are insulated to R-2 - ~ Circulating hot water systems include an auromatic or accessible manual switch to turn off the circulating pump when the system is not in use. ~ Heating and Cooling Piping Insulation: ~ HVAC piping conveying Fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ~ A permanent certificale is provided on or in the elechical dis~ri6ution panel listing the predominant insulation R-values; window U-factors, type and eKciency of space-conditioning and wa[er hea[ing equipment. NOTES TO FIELD: (Building Department Use Only) Medina Model ~~-~~~~~~W~~~~N Page 5 of 5 . ~ ~ I~ n~r y ~~i~~~~~~ ~~r~i~~~;~~~ Ceiling ! Roof 44.00 Wall 19.00 Floo~ 1 Foundation 30.00 Ductwork (unconditioned spaces~: e. Wintlow 0.35 0.33 Skylight U.56 0.32 Door ~.34 0.27 Forcetl Hot Air Furnace 92 AFUE Electric Cantral Air Conditioner 13 SEER Water Heater. Name: Date: Comments: city oF eag~n Name• I e5~~ ?„~orr~e-tS Date: ~ ~ ~°Z., SiteAddress: y~99-~~ 5~"F'p~EU+u'c~ Telephone#: ~ 5-/~ 363-b6ol Rim Joist Detail Options As outlined in the new Energy Code, buildings constructed witL three units or less require that rim joists be put up according to detail options shown below. Please circle/highlight t6e option you will be using. xz aa xi , i~ • . ~5 • . . a•.. s.~ e. ~ _ - ' ~~s:: ~ xs ~ ~ ~ t ;'y : - aa ~ y . p6 ~ 8 ~SI1GL : . - r. ' . . . . / • `?'oll ~9,a-chitecfure January 11, 2008 7on Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Waq Eagan, MN 55122 RE: TBI Lots #043, 044, and 045 Dear Joii, For TBI Lots #043, 044, and 045, I have reviewed the conshuction documents for structural integrity. I find no excepuons to the roof framing, floor framing, and foundations including °tall wall" assemblies. If you have any questions or concems, please do not hesitate to call. Sincerely, Toll Brothers, Inc. ~ i13/L"3:'.' ~C'11.f' ~if6.T IIYi.i p~271~ S~CCI- . fceti~n, or rc;x:r: :tas prepared by me Or ~d~: rr1)~ lif4`Ct SIY= CrvisiOp, and i}~at 1 am a<[:.ty Liccnsed Yrofetsionui Er,~~iac;~er ur.der Utc & laws ofth~ ~~::o ui'Minr~csota Frurt N:ur,e: 1.;SA M. GR05SE . Signatxue: dL Date I l OJ I.i nse #44835 T,isa M. Grosse, P.E. Assistant Director of Engineering MN License #44835 CC: Rusty Thurlow LMG/il SECR 1tr0014 Structural Integrity EASTERN DCV[SION 250 G+brultar Ro,id ~ Horsha~~a, YA 19044 a(21 S) 293•5300 ~ FAX: (215) 293-5313 P}1TLADF;LPHIA ~ ORLANDO r SC01'TSDALL: ~ DALLAS r UENVER ~ LOS ANGELF5 .A `~"olI B[OthCt5 COMPANY LOT SURVEY CHECKLIST FOR RESIDENTIAL ~ , BUILDING PERMfT APPLiCATION PROPERTY LEGAL: ~~~~Ch U~ S~l~ 2.~CL5~ DATE OF SURVEY: 1I1~,~o8 ~ LATEST REVISION: ~ a c R t ~ o z a DOCUMENT STANDARDS • RegisTered Land Surveyor signature and company ~ ? ? . Building Permit Applicant ~ ? ? . Legal description g ? ? . Address ,g ? ? • North aROw and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) rg . Directional drainage arrows with slopelgradient °/a „e' • Proposed/existing sewer and water services & invert elevation ,g ? ? • Street name ,g . Driveway (grade & width - in RNV and back of curb, 22' max.) „B 0 ? • Lot Square Footage „0' ? 0 • Lot Coverage ELEVATIONS Existina ? ? • Property comers ~ • Top of curb at the driveway and property line eMensions P O? • Elevations of any existing adjacent homes ,~X 0? • Adequate footing depth of structures due to adjacent utility trenches ,gr ? 0 • Waterways (pond, stream, etc.) Prooosed ' < }a ? ? • Garage floor ~ ? ? . 6aseme~t floor Jy ? ? • Lowest exposed elevation (walkouUwindow) ~ 0 O • Property corners 0? • Front and rear of home at the foundation PONDING AREA (if applicable) ~ p ? • Easement line ~ 0 ? • NWL ~ ? ? • HWL g ? ? • Pond # designation ? ? . Emergency Overflow Elevation ~ ? ? . PondNVetlandbufferdelineation y ~ . Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ~ ? 0 • Lot lineslBearings & dimensions ~ 0? • Right-of-way and street width (to back of curb) ~ p~ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, ete. (.e. all structures requiring pertnanent footings) • Show all easements of record and any City utilities within those easements 0? • Setbacks of proposed structure an ' eyard setback of adjacent existing structures ~ ? 0 • Retaining wall requirements: Reviewed By: Date ~ ~ 0 G:/FORMSBuiiding Permit Application Rev. 11-26-04 ' Certificate of Survey {o~' TOLL BROTHERS oF ~ 1400 Corporote Center Curve 4899. 4901, 4903 STEEPLECHASE COURT Eagan, MN 55121 ~''~o bV111 y.~ r' ~ ~ ;a11 ' ~ 953. g5t•1 ~.,.oa".~1 5 .fg.. Q~~4~~4~a ~ ~~~~W~'"' ~~~~u~Mq g5 . 953.9 g51.S~ 52 9g~7_ (}~y 'I yg41. p~~~{ f~l`~~~~ E*`5~ 955.1 ~ 1~/ 953.4 k/ ,2; p Z ~ ~ ~em~ j'?s ~1 5~ \ 945.5 • pW!~i ~ m~~ 951. _ eqe\ 1 ,-ty ~ oo , _ 1 _ _ • ~ ~ N y4.„~; 75.0~ i \ \ ~ i ~ t 95 451. 952.2 ~ 1 ~ 7 ~ 9q~5 gq7 a .i / 946 ~s~ Y ~ ~ 952.1~ o ,r9~ ,~ix, ( 9"'~ l4.1 ~ ~g' .1 952.2 , IefOP• ~ ~ ~ I ~ ` ~ 946~ Y' 46.0 r~ ~,,~~ti.V~e ~ r~j~ a~: I 15. in ~01~~ ~ w r7•O~° rn j~ ' ~'s'~ v~i Orm e& uWi1y eosemenl o \over 9 of WRqT B f ~ S ~ Hp~ N~~ ~,pq , 5 7 ~ I ! 946. , 46.3 ~ L g ~ ~ ? ~ -+'i~$.~ 39~ y \ \ j `w ~ ~ ~ a a 951 ~ 9S2.d~'g ~ ,9~5~"~. ( \ \ ; ~ . ! ' 4 4 'm 951. 1 'I 945.9d5.5 q 94b1~''~ 951.3 ~p~bVe` ' W ~ sis ' ~ d~ ' ~1 \ 94]. m~ ~ 15.0~ 11'$~ y 8 3 Q f~ 7p O~fi w 1 O O ~i l 8,8~^ I 1 ~!w ~ 9 4 5. 7 ~ F 9 N O J o ti~. g y~ ~ I'~~ 9 .~~5 1 ~ ' 945.3 ~ Q ~g C ~ N r~ f ~ ~m 0 ~ r _ X~< ~ h ~ z ~ ~ ' o.- a G _ 1+9 w ~r~, ' ; - . pcoP• ~ ~ 5~ ~ ~ ~ ' ~ Jr ~ ~ ~ ~0 t ' • ~ V o` ~ ~5.00 ~ 849.1 ,a y `J ~'1 c ? ~ . dy 7•~ M ~9~gga6$ ~ ~P } ` ~ O.,.~ x~ 4 943.6~"~f ~ C f~ O o'~o y~ri 1~ O,p oe'' .r? w s` 'J~ (L~ t '`e~ 944.8 N F.p m pu + ~~p . ~ ~ ~ I t15' ip p C W ~ ~ `95~bp ~ , i 944.6 S 945.2 a 6 N , 51_7 4 OD N 95 5 9~ I t I POND LP- 2I I, + N 50.8 951.5 ~ a~N 10 ~ \ x 4Z.~ i ~ ~ ~ ~ p > ~y~ ~ NWL=919. ~ L N 94 .9 9.8 ~ ~ ~ y51. HWL=9397t,~ ~ saz.e~is~_ . r~~~ y ' ~9 >y„j ~ ~u ~ 51 s '*I ` ~r: a, ~ _ N , ~ 34 ti , ; ~ ~1 ~ ~ 4s~~`,` 9. cT x 9 ~ )J Ca~ ot Sonilar~y t ~ a W loco 95 ~ t' 9 n O• o'~ S n RLK-NKu sisto P^" 951? ~ q r I ~8 ~ 0 30 11 \ \ 5 WO HOU58 ` \ I 1 a ~ ~ \ ~ ~A~~ Minimum lowest floor elevation = 944.1 BENCHMARK San. sewer Stub Elev.= 941.8 PROVIDE AND MAINTAIN Top Nut Hydrant Lots 6&7, e~ock 5, per RLK Plans dated 7/6/OS Steeplechase INLET PROTECTION iJNT(L Elevotion = 961A2 feet (NGVD 1988) FINAL TURF IS ESTA13LiSHED AREA LEGEND Lot 2, Block 6 Areo = 17,226 sq. ft. Total Condo oreo = 703,324 sq. ft. ~_~ron monument found r- = Drainoge Direction 20% Max. Coveroge = 140,665 Sq, ft. Offset iron = Prop. 10' contours from groding plan Foundation Lot 1, BIOCk 6 = 6709 Sq. f{. - -842- = prop. 2' contours from grading plan FoundotiOn LOt 2, BIoCk 6 = 6709 Sq. ft. ~rainage & Utility Eosement e Existing sonitory sewer Foundotion Lot 3, Block 6 = 9073 sq. ft. ~•o = Existinq E~evction = Existing storm sewe~ Foundation Lot 1, Block 7 = 9074 Sq. ft. Propased e~ewtion from grade - I-= Existing weter Foundation Lot 2, Block 7 = 7106 sq. ft. or derelopment plan O =~ee ~a~onho~e Foundation Lot 1, BloCk 8 = 6676 sq. ft. -~40- = Existing 10' contours ~ = Hydrant foundatian Lot 2, Block 8 = 6815 sq. ft. `$'~z- = Existing 2' contours ~ = Flored End Section Foundotion Lot 3, Block 8 = 6709 sq. ft. '~xx K~~:x~ = Retoining wo~~ ~ = cotcn eostn Foundation Lot 4, Block 8 = 6709 sq. ft. Foundotion Lot 5, BIoCk $ = 9072 sq. ft. Bearinqs shown ore assumed Foundation Lot 7, Block 8 = 8879 sq. ft. Foundation Lot 8, Block 8 = 8879 sq, ft. Totol Foundation coveroge = 92,410 sq. ft. ~ Remoininq coverage Avoilable = 48,255 sq. ft. PROPOSED ELEVATIONS ~ O~ 4899, 4901 & 4903 ~ Goroge floor elev. = 953.1 E A G A N Do Top o/ block elev. = 453.4 Q Lowest floor eiev. = 944.8 L~t ~i ~lock 6 N ~ ~ ~ ~ STEEPLECHASE ` V DRAWN: JAG CHECKED: MEC O F EAGAN Drowing file: 700\718-L2.a6.o,~ ma' p`~ Project No. 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. I hereby certify that this survey, plon or report wos prepared by Duluth, MN. me or under my direct supervision and that I am a duly Licensed Hibbing, MN_ Land Surveyor under the lows of the Stote of Minnesoto. .K Ham Lake, MN. '~i~~%f~4,tl~ Minnetonka, MN. ~ ~ Z ~ ~ D~ INCORPORATED ich el E. onnon, MN License No, 40035 JuneCE$C 2007 Phone: (952) 933-0972 . ~ Fax: (952) 933-1153 Rmriaed: 1-23-OB Raslcke0 nwae www.rlk-kuusisto.com Reviaaa: 1-16-09 Cnanqa0 house atylas ~ 6'I'I O Hlue Circle Dr. • Sulte #'I00 • Minnetonka, MN. 55343 F~ ReviaaE: 7-5-07 Gly Commanh, 9-18-07 SlokeU Builtlinq Jan 23, 2008 12~ SOpm - G:\TOII Broihers-Survey\2006-408-L\tlwg\700\718-L2,B6_i-11-OB.dwq ~ 2007 RESIDENTIAL BUILDING PERMIT APPLICATION/~L ~175L1 r`^~'/}57a, ~y CityOfEagan ~L'`~~755 /0' S~ 3830 Pilot Knob Road, Eagan NIN 55122 F~( ~S/o G'jQ. Te(ephone # 651-675-5675 FAX # 651-675-5694 r----- ~P~ 753, 1~( New ConsWClion Reauirements RemodeVReoair Reauirements Ofice Use OnW 3 registered site surveys showing sq. ft. of IoL sq. ft. of house; and all roofed areas 2 copies of plan showing foofings, beams, joisk Cert oi Survey Recd Y_ N (20%m~imum lot coverage albwed) 1 set of Ener9y Calcula6ons for heated adtlitions SOils Report ~ ~ Y_ N 1 Shcs Report if proposed building is to 6e placed an disNr6etl soil 1 site survey for addNOns 8 decks Tree Pres Plan Recd Y_ N, 2 topies of plan sh~wing beam & wintlow sizes; poured found design, etc. Add'Aion • indicate i/ on-site sepfic system Tree Pres Required ~ Y_ N 1 set M Energy Calculations Oo-site Sep6c Syslem _ Y_ N 3 copies of Tree Preservafion Plan ii lot plalted after 711193 ~ RimJaslDetailOptionsselec~onsheet~buildingswith3orlessunits) I-~~1 Minnegasw mechanical venGlation form ~ Plans are considered pubiic info; mation unless ou state the are teade secret and ihe reason. Date J~_ / / 0 3 Constructiou Cost oZ o00 Site Address yq0! -$~~,FAicfi/asf cr Unit/Ste - J ~ .S , ~GZrS- --~f / Gr~f ` Description of Work wtr snriy n~E 1(:e„nr Multi-Family Bldg J~ Y_ N Fireplace(s) _ 0 X 1 _ 2 Property Owner Tecc, ~earriStS Telephone #(G5~ )',g Of~j/ Contractor Tr~c,~ ~sr~ts Address yg~~ SrFFA/FCN.ItE [~/M' City fR~6A~? State ,ya Zip SYn~.o Telephoue#(/es~ ) 365-060( . COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Min~esota Rules 7670 Cateeorv t _ Minnesota Rules 7672 Energy Code Category , Residential Ventilation Category 1 Worksheet • New Energy Cotle Worksheet (Jsu6missiontype) Submiried Submitted . Energy Envelope Calculations Submitted In the la;t 12 monThs, has ihe City of Eagan issued a permit for a similar plan based on a masier plan? X Y. _ N If yes, date and address of master plan: LicensedPlumber ~rs+aa~rr ~uKa•r.~. Telephone#(~65) Y44-4~eo Mechanical Contractor ~nv G.~~.e Telephone #(~~a ) s'aS-4a4~ Sewer/WoterConiractor ~SH Telephone#(6~~~ 9i9-ySS!f I hereby apply for a Residential Building 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 the State of MN Statutes; 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 t e case of work ' and approval lans. ~ ~ Q ~ ~ DEC 0 4 2fl~7 Applicanf's P mted Name Applicant's nature By . DO NOT WRITE BELOW THIS LINE Sub Tvpes 01 Foundation ? 07 05-plex ? 13 1Csplex ? 20 Pool ? 30 Accessory 81dg O 02 SF Dwelling ? 08 06•plex ? 16 Fireplace ? 21 Porch (3-sea.) O 31 E~A. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screen/gaze6olpergola) ? 36 Multi Misc. ~C OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ~ ? 06 04-plex ? 12 12-plez ? 25 Miscellaneous W rk T es ~ 31 New ? 35 Int Improvement ? 38 Demoiish Interior ? 44 Siding ? 32 Addi6on ~ ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 . WindowslDoors ? 34 Replacement •Demolition (Entire Bldg) - Give PCA handout to applicant - DBSCI'IpLl00: Water Damage _ Yes . - ~ Valuation Occupancy ~J MCES System Plan Review 10,n0% or ~25% ~ ~ ~ ~~L Census Code `l Zoning City Water -~-r•r- SAC Units Stories Booster Pump # of Units Sq. Ft. ~ PRV # of B1dgs ~ Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS ' ~ Footings (new bldg) _ Sheetrcek . _ Footiogs (deck) V Final/C.O. Footings (addition) Final/No C.O. ~ ~ . . . Foundation ~ _ HVAC . . . . Drain Tile ~ Other . ~ Roof Ice & Water _ Finaf = Pooi Ftgs Air/G sts _ Final ~ ~ Framing Siding ~ Stucco Lath ne La Brick - ~ Fireplace ~ R.I. ~AirTest ~Final - Windows ~ Insulation Retaining Wali Approved By: : T ti_, Building Inspector - - Base Fee O ~ Jry ~ Surcharge ~ ~/7/~ I ~ ~ ~ l~ ' S~ ~ C7 vr/ Plan Review 1~oj t° j~j ~p 1 ~ L~~ 7~" 1~~i ph MClES SAC 7/~ z City SAC ~~'/~U~L 7 tY Y r 2i w~~ I/I I~C30~ l.~ D. Utility Connection Charge O~ x kS vn yi~p0 S&W Permit &'Surcharge ~ Treatment Plant n~ ?J,~ D~ License Search c1~~7~'~~' ~ ~1(~ ~-~e~ _ O/ ~ S/? ~~j~o ~oP,~s L~~r j x_ J ~ Other / ~ I Total ~ ~ / T k V REScheck Software Version 4.0.1 Compliance Certificate Project Title: Glencoe Model Report Date: 0 V 76l08 Data filename: K:\_ENGINEERING SERVICES\_HVAC DEPII_Energy Calculations\MN15teeple Chase of Eagan- Carriage-SECR\045\Glencoe-Classic-045-20061 RC.rck Energy Code: 2006 IECC Location: Eagan, Minnesota Conslructlon Type: Multifamily Builidng Orientation: Bldg. faces 45 deg. from Nortlt Conditioned Floor Area: 2150 ft2 Glazing Area Percentage: 13% Heating Degree Days: 7y$~ Climate Zone: 6 Construction Site: Owner/Agent: DesignerlContraclor: Steeplechase of Eagan - Carriages- SECR Toll Brothers Inc. Toll Brothers Inc. 4903 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 Permil # 045 Permit Dale: 07109/2008 > Ar o- - Flat Ceiling: Flat Ceiling or Scissor Truss: 1705 44.0 0.0 46 Misc Ceiling: Flat Ceiling or Scissor Truss: 14 44.0 0.0 0 Sloped Ceiling: Cathedral Ceiling (no attic): 242 44.0 0.0 6 Garage wall: Wood Frame, 16" o.c.: 267 19.0 0.0 75 Orientation: Fronl Door 5: Solid: 17 0.200 3 Orientation: Front Band Joist Wood Frame, 16" o.c.~ 219 19.0 0.0 13 Orientation: Front Ezterior Wall 6": Ezterior Wall 6": 1898 79.0 0.0 96 Orientation: Right Side Wintlow 2: Vinyl Frame:Double Pane with Low-E: 250 0.350 88 SHGC: 0.33 Orientation: Right Side Door 7: 5olid: 20 0200 4 Orientation: Right Side Door 8: G~ass: 20 0.340 7 SHGC: 027 Orientation: Right Side Basement Wall 1: Solid Concrete or Masonry: 620 0.0 10.0 32 Orientation: Front Wall height 9.0' Depth below grade: B.5' ~ Insulation depth: 8.5' Window 3: Vinyl Frame:Double Pane with Low-E: 8 D.350 3 SHGC: 0.33 Orientation: Fmnl Door 9: Glass: 40 0.340 14 SHGC: 0.27 Orientation: Front Furnace t: Forced Hot Air 92 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Glencoe Model ^ ~ Page 1 of 5~ Compliance Statement: The proposed building design described here is consisten[ with the building plans, specifcations, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.0.1 and to comply with the mandato re uirements isted in Ihe REScheck Ipspection Checklist. ~`tir.r`~ oy certi~}~ tnat th~s plxn, specr V6'ja vYOSSG -~i'~bi~~CG{~7Y~'F ficatiot~, or re}%ert was ~:repazed 2ry t gna ure ~ v siu Date Name - Title n ~Q ar~d that am dvly I.icensed U Prufession~l E;rgincer ~u:der the Project Notes: laws of L'~e SG;te of Minncsota Elevation: Classic options: om, 016, ot7, D7o Yrint Name: I5A M. GROSSE 8. Leonards w~ Order 17650 Task 68503 Sii~~71a2LLiC: ~ Date ( ro O$ Lice e#4483$ Glencoe Model ~mm.. uV~..~~~~,~.~Y.~~.. ~~.Y...~..m~u Page 2 of 5 REScheck Software Version 4.0.1 Inspection Checklist Date: 01l16/OS Ceilings: ? Flat Ceiling: Plat Ceiting or Scissor Truss, R-44A cavity insulation Comments: ? Misc Ceiling Rat Ceiling or Scissor Tmss, R-44.0 cavity insulation Comments: ? Sloped Ceiling: Cathedrel Ceiiing (no attic), R-44.0 cavity insulation Comments: Above-Grade Walls: ? Garage wall: Wood Frame, 16" o.c., R-19A caviry insulation Comments: ? 6and Joist Wood Frame. 16" o.c., R-19A cavity insulation Comments: ? Exterior Wall 6": Exterior Wall 6", R-19.0 cavity insulation Comments: Basement Walls: ? Basement Wall 1: Solid Concrete or Masonry, 9.0' ht 1 S.S' bg I S.5' insul, R-10.0 continuous insulation Comments: Windows: ? Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ Yes _ No Comments: ? Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without la6eled U-factors, describe features: #Panes - Frame Type Thermal Break? - Yes - No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ? Door 5: Solid, U-facfor: 0.200 Comments: ~ ? Door 7: Solid. U-factor: 0200 CommenGs: ? Door 8: Glass, U,factor: 0.340 Comments: ? ~oor 9: Glass, U-factor: 0.340 Comments: Heating and Cooli~g Equipment: ._....._._._._......._._._.._W Glencoe Model Page 3 of 5 ? Furnace 1: Forced Hot Air: 92 AFUE or higher Make and Model Number ? Air Conditioner 1: Electric Cenhai Air: 13 SEER or higher Make and Model Number: Air Leakage: ~ ~ Joints, penetrations, and all other such openings in ihe building envelope iha[ are sources of air leakage are sealed. ~ Recessed lights are either 1) Type IC rated with enclosures sealedlgasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E2831abeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Vapor Retarder: ~ Vapor retarder is installed on Ihe warm-in-winter side of all non-vented framed ceilings, walls, and floors; or it has been detertnined that moislure or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification: U Materials and equipment are idenlified so that compliance can be determinetl. ~ Manufacturer manuals for all installed healing and cooling equipment and service water heating equipment have been provided. ~ Insulation R-values, glazing U-factors, and heating equipment efficiency are cleady marked on the building plans or specifications. ~ Insulation is installed according to manufacturer's instmctions, in subshantial wntact with the surtace being insulated, and in a manner that achieves ihe rated R-value without compressing the insulation. Duct Insulation: ~ Ducts in unconditioned spaces are insulated to R-8. ~ Ducts in floor trusses are insulated to R-6. Duct Construction: ~ Air handlers, flter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically (astened. U All joints, seams, and wnnections are made substaNialty airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mas[ics are rated UL 181A or UL 181 B. ~ Building (raming cavities are not used as supply ducts. ~ Automalic or gravity tlampers are installed on all outdoor air intakes and exhausts. ~ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the Intemational Mechanical Code. Temperature Controls: ~ Thermostats exist (or each dwelling unit (non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room is provided. Electric Systems: 0 Separate elecMC meters exist for each dwelling unit. Heating and Cooling Equipment Sizing: ~ Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: ~ Circulating hot water pipes are insulated to R-2. ~ Circulating hot water systems include an automatic or accessible manual switch to turn oH the circulating pump when the system is notin use. Heating and Cooling Piping Insulation: ~ HVAC piping comeying fluids above 105 degrees F or chilled Fluids below 55 degrees F are insulated to R-2. Certificate: ~ A permanen[ certificate is provided on or in the electrical distribution panel listing the pradominant insulation R-values; window U-factors; rype and effciency of space-conditioning and water heating equipmenl. NOTES TO FIELD: (Building Department Use Only) Glencoe Model ~ ~ ~ Page 4 of 5 _____~._._...~.._.________._______r~._ Glencoe Model Page 5 of 5 ~ 200~ ~ECC E~~~°gy ~ ~~~ci~~a~y ~~~t~~~~~~~ Ceiling 1 Roof 44.00 Wall 19.00 Floor! Foundation 0.00 Ductwork (unconditioned spaces): e. Window 0.35 0.33 Door 0.34 0.27 Forced Hot Air Fumace 92 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Oate: Comments: city oF eeg~n Name: Icx~ 3~eorHC.es Date: / '~LI~4~~ Site Address: ~)90/ 4.r~piEcwES~ Telephone / e/- 36~-~ 6 O~ Rim Joist Detail Options As outlined in the new Energy Code, buildiugs constructed with three units or less require that rim joists be put up according to detail options shown below. Please circle/highlight the option you will be using. az a~ xi u~ il ~ . 'q ~ . l~ ' . ~ . ? • • ~ : - a'.• \ . e • i.: _ ~ ; N. ^ ~ . n~ y. 1 1. l~' ~S _ ' - ~ 3~, - `y ~ f ~ n s os~o~ : - ~ ~ ~ `?'oll Architecture ~ January 11, 2008 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: TBI Lots #043, 044, and 045 Dear Jon, For TBI Lots #043, 044, and 045, I have reviewed the construction documents for shuctural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tal] wall" assemblies. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. : ':`:zby cc ~i;;s p~;~~ S~i_ Lca':i,r,;~_ or r:;;:.~~ cr:_s r:zyc.ad by ~:,c ar ;~~r.;:;r rn r r;i~ eci a;::-~r~vision ~ ~ . . F_ic .se~ ~`~~~Q~- ~ ~ ~ c-tn ~r ~,r'~c 1.:~.e., c,t.h . .:.e c;; :va:zr~c:a~ta ~sc i:;s,~ r•.~ cr.css~ s~~:,~« a~yt .oa~ Da:e ! ! ~ 08 Lic :se #44835 ~ Lisa M. Grosse, P.E. Assistant Director of Engineering MN License #44835 . CC: Rusty Thurlow LMG/11 SECR 1tr0014 Structural Integrity EASTFRN DfVISION 350 Gibraltar Road ~ Horsham, PA 19044 ~(215) 393-5300 ~ FAX: (215) 293-~313 PHILADL-LPHIA ~ ORLA~rUO ~ SCOTTSDALI: ~ UALLAS ~ DENVF..R ~ LOS ANGELES d `loll `Bmtfiers Co~t~n~~n~Y • . LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: Z C ~O S DA7E Of SURVEY: ~,~08 LATEST REVISION: m m c R r V p Z a DOCUMENT STANDARDS p~ ? p . Registered Land Suroeyor signature and company ~ p ? . Building Permil Applicant ,g ? ? • Legal description ,g ? p . Address ~ ? ? • North artow and scale . House type (rambler, walkout, spiit w/o, split entry, lookou[, etc.) p • Dfreetional drainaga artows with slope/gredient % ,g . Proposed/existing sewer and water services & inveR elevatlon ~ ? ? . Street name p • Driveway (grede & width • in R/W and back of curb, 22' max.) ~g ? p • Lot Square Footage ,(a' ? O • Lot Coverage ELEVATIONS Existina ~ ? p • PropeAY comers . . „g p? . Top of curb at the driveway and propeAy Iine exFensions ' ,g p p • Elevations of any existing adjacent homes ~ p p . Adequate footing depth of structures due to adjacenl uGlity trenches ,8r 0 0 • Waterways (pond, strsam, etc.) Prooosed ~ ~ p ? . Garege floor ~ p 0 • Basement floor ? p . Lowest exposed elevatlon (walkouUwindow} p~ p ? . Property comers - ~ 0 0 • Front and rear of home at the foundation PONDING AREA (if aopficablel ~ p ? . Easement Gne ~ ? ? . NWL ~ ~ p p . HWL p ? ? . Pond # designation ~ p p . Emergency Ovarflow Elevation p 0 • Pond/Wetland buffer delineation ~y • Shoreland Zoning Overlay DisMC y ~ • Conservation Easements DIMENSIONS ~ ? ? • Lot.lines/Bearings 8~ dimensions ,8 ? O • Right-of-way and street width (to back of curb) l~ . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requirfng pertnanent footings) .8 ? o • Show all easements of record and any City utilities within those easements .0' ? 0 • Setbacks of proposed structure an ' eyard setback of adjacent existing swc[ures ? ? • Retaining wall requirements: ~ Reviewed By: Date ~ ~ O G:/PORMSlBuilding Permit Application Rev. 17-28-04 ' ~ I ~ ~Certificate of Survey {o~' TOLL BROTHERS OF ~ 1400 Corporate Center Curve 4899, 4901, 4903 STEEPLECHASE COURT '~c~c,~;`„ Eagon, MN 55121 9~ f~,t* j,,ss,.,,~y .~1• 11 t ~ p~~'P~d'~Ked ~ 9536 ~5~ ~ ~~y lS~~~~~~~jr~ly ~ q g53.9 g51.578 Sx ~~~I . tl ° in9 8"PdR'` 95 / , .9~i 3 Exis~ 955? ~/1~ 953.4 • V \ , 2 ~r~~ ' ~ ! Ov ~ sem~~~Y ~ ti~ ~ eo i ~ \ 945~5 ~ ~ • Uia`~i'~ 951. N 4 / • \ 9 B0+ ~ yn.oo ~ris.oo N \ \ ~ ~ . ~ 3 ~ 95~*{~y~951.~r 852.2 ~I ` ` r959'1 • ~ 8q~5 9q7 4 i o ' 9/6 ~ Sl M'~"' " m 9 21~ o Q ~ " ( `!q 44.1 ~ ~IP ~ . 952.2 1Pf~' n y ~ . . \ ~ \ 946. ~ T' 46.0 ~ l ~p 1~d~~ ~ I ~ \Orai e&ulili eosement I~1500 11,g N a4~o9~ u 5 O.p~p ~ t7.6 ~ ~ over 1 of OUri~T B ~ F.po a~~ ~ ~0~~ ~ J ~r~ r r~ ` ~ 946. 46.3 ~ L L~ p 1 -+'~3.~l ~ r ~ a 951 ~ 952.0~~% 1 ~5 ~ ~ \ \ \ ~ ; m . a ~ .i . ~ • p~ 957. t + ' 945.5 1 .2 94b1~ ~ I+ 951.} 14fbP•~ 47 ~ ~ 945. ~ ~ 1 1.S ~ l df'tVC ~ \ o ~is'.~ i g•., ~o~°~ S". i oc u. ~ g.8% ;'J t ~ 9 43' Y 1 5 945.7 N' 9 N9~ ~ ~ P O 11~'~ ,~c.~13-0 5, F p ~p o y~O O 5 9 f; ~ ' ~ ~ ~ 945.3 ~ C ^ N / 1 ~ ~ `ba~a 500 =-~rr~~ . ' I l ~O" tl ? o a L. 1~ ~.9 1~ u ~El r' 1 ~ d` • ~ u ~ ~ 1 ~ o ~ r• 15.D0 ~ g45.3 ^~,p ~ ~'i a'o Y ~ dg 7% ~ ~~°s~ t ~ ~P ~ „~a + 945.6~'~~ I`q a~iO•gog y, '~,°oo / ~ 944.8 N F9 y~p~' + 1 A~ 1,, \ ~ 1$ ~ O n N 1 95~W I 944.6 ~ 945.2 ~p n^~ G 51l7 ,4 0o N 95 9r~p.7 r a N N iy ~ 6 ~~g ~ ~ - POND LP-~(.2' ~ yaa.z ~ m~ i ~~-e 951.5 o~N t0 ~ ~~a ? 94 .r s _ g5y 9~ ~ NWL=919.0~ ~ HWL=939.7 ~5.~_ ~ t ]~L ~ 942.8 ' 9~ ` T4~~~ 51. ' .i N0~ ~ 5 I _ ( J ~ ~ .b ' g~ ~ ~ x 5 ~ 34 ~ , ~ ~~~s~.~~ Aq~ ~ q5~ 9 ~ ot SonitorY ~ 95~ ~ r ~ . 9. 9 ~M1 O'~~~~~~andl'N°ter ar . n n ~K'g~usisto P~°n g5i.1 ~ 1 ~ ~ 1 ~ ~ ~ ~ ~ ~ S8~ 5 , WO House SCnLE iN FEE7 Minimum lowest floor elevotion = 944.1 BENCHMARK Son. sewe~ Stub Elev.= 9a~.a PROViDE .'1ND ;v1AINTAIN Top Nut Hydrpnt Lots 6&~, eiock 5, per RLK Plons doted 7/6/OS Stnaplechase ~ INLET PR07'ECTIOIV UNTIL Elevotion = 961.02 feet (NCVD 1988} FINAL TURF IS ESTABLISHED AREA LEGEND Lot 2, Block 6 Areo = 17,226 sq. ft. Total COndO areo = 703,324 Sq. ft. Iron monument found = Droinage Direction 209~ Mox. Coveroge = 140,665 sq. ft. a= Offset iron = Prop. 10' contours from greding plon -842- m prap. 2' contours from grcding plan Foundation Lot 1, Block 6 = 6709 sq. ft. - = Droino e& utilit Eosement Foundation Lot 2, Block 6 = 6709 sq. ft. ~ 9 y = Existing sonitory sewer FoundatiOn Lot 3, Block 6 = 9073 Sq. ft. ~o = Existing Elevotion = Existing storm sewer FoundOtion Lot 1, Block 7 = 9074 sq. ft. Proposed e~evotion trom grode Existing woter ~ Foundotion Lot 2, Block 7 = 7106 sq. ft. or development p~an ~ °~~B?~~YI~4^hole Foundotion Lot 1. Block 8 = 6676 sq. ft. -e'~- = Existing 10' contours ¢ = Hydront Four~datio~n Lot 2, Block 8 = 6815 Sq. ft. -842-' = Existing 2' conto~r5 p = Flored End Section Foundotion Lot 3, Block 8 = 6709 Sq. ft. x°` "x~} = Retaining Woll ~ = Cotch Basin Foundation Lot 4, Block 8 = 6709 sq. ft. Foundotion Lot 5, Block 8 = 9072 Sq. ft. Bearings shown ore assumed Foundation Lot 7, Block 8 = 8879 sq, ft. Foundation Lot 8, Block 8 = 8879 sq. ft, Totol_Foundotion coverage = 92,41D sq. ft. Remoining coverage Available = 48,255 sq. ft. ~ PROPOSED ELEVATIONS L~`"aU11oVo W~QV~lJ~1L~~ ~ 4899,4901 &490953.i p~~ Garoge floor Nev, _ CI TY OF EAGAN c~ T~ of block elev. = 953.4 Lowest floor elev. = 944~8 Lot 2, Block C~ ~ P S T E E P L E C H AS E~~ N~ DRAWN: JAG CHECKED: MEC ~ ~ Drawing File: 700\718-L2,86,DWG O F EAGAN ~ ProJect No. 2006-408-L ~ ~ DAKOTA COUNTY, MINNESOTA ° Subject to easements of record, if any. I hereby certify that this survey, plon or report was prepared by ^ Duluth, MN. me or under my direct supervision ond that I am o duly Licensed / \ Hibbing, MN. Lond Surveyor under the lows of the State of Minnesota. Ham Lake, MN. /f ~ T Y Minnetonka, MN. ~~1G~•r.c~~/ ~-Z3-~gj 1W.~1 INCORPORATLD Phone: (952) 933-0972 ich el E. onnon, MN License No. 40035 JuneCQ6~ 2007 ~ Fax: (952) 933-1153 Reviasd; t-2S-OB Renokea nousa www.rlk-kuusisto:com Rawad: t-16-08 Uongee nwea styln 6~ 10 Blue Circle Dr. •Suite #900 • Minnetonka, MN. 55343 RavixE: 7-S-W Cily Cemmmita, 9-18-07 StokaA Buildinq Jon 23, 2D08 12:SOpm G:\TOiI Brothers-Survey\2006-408-L\dwg\700\718-L2,B8_1-11-08.dwg ' ' . 8i~s7 ~~~,y~/ ~ ~ {~c. ~17s~ 9~~ 5~~~ ~ 2007 RESIDENTIAL BUILDING PERMIT APPLICATIO J~C 7~~ City Of Eagan ~C ~ 3830 Pilot Knob Road, Eagan MN 55122 ~ Telephone # 651-675-5675 FAX # 651-675-5694 N~~r I CAiI~~ i_~~ New ConsWcfion Reauirements RemodeUReoair Reouirements Office Use OnN 3 registered si[e surveys showing sq. ft. of bL sq. R. of house; and all roofed areas 2 wpies of plan showing foolings, beams, joists Cert of Survey Recd _ Y_ N (2D°/ m~imum lot cwerage allaxed) . i set of Energy Calculations for heated additlons Soils ReQort ~ ^Y _N t Soifs Report'rf proposed 6uilding is to Ue placed on dis(urbed sdl 1 site survey fa additions 8 decks Tree Pres Plan Recd ~ _ Y_ N, 2 copies M plan showing heam & window sizes; poured found design, ett. Addifion - indicafe A onsite sepNc sysfem Tree Pres Require4 Y_ N isetWEnergyCalcula6ans On-siteSepticSystem _Y_N 3 wpies ofTree Preservatlan Plan Alot platted aRer7N793 - . Rim Joisl Detat Options selection sheel (6uildings with 3 or less uniLs) ~ 1~/'~ Minnegaswmechanicalven6laUonform n/ ~ Z'j l ~l' . ~_r~ Plans are considered pubiic information unless ou state they are trade secret and the reason. Date ,a . ! l J - Construction Cost gO. DD~ ~rA Site Address L (J-t~~~ Unit/Ste # ~ ` ~ , ~ ~ ; ~ ~ ~ 1 ~ Description of Work r. . ~ / - Multi-Family Bldg Lo~ Y N~~/~ RIi place(s) 0 ~ 1 _ 2 l~s y f PropertyOwner ~ `L Telephone#(~r~) 3be-660/ Contractor Address ~t~g-s~ SrFEniEe,w6iE t~.t~ City F 4..~ ~ . State ,~y~/ Zip ~SD~o Telephone ~ S/) "S6 S-viei COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code CategOry . Residential Ventilation Cateqory 1 Worksheet • New Energy Code Worksheet (J submission rype) Submitted ~ Submilted ~ . Energy Envebpe Calculations Submitted In ihe last 12 monihs, has the City of Eagan issued a permit for a similar plan based on a master plan? 1° Y. _ N IF yes, daTe and address of master plan: Licensed Plumber p~varnunu P,~...az.~~ Telephone ~ 496- Gioe MechanicolContractor RJ.Y GJEiTE~@ Telephone#~b~x) ~'as-rar6'~ Sewer/WaterContractor b~ Telephone#(6~z~ 9/9•tiSH3- I hereby apply for a ResiBential Building 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 the State of MN Statutes; 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 D e~ a ap approval of plans. ~ ~ ~ ~ ~ II ~~r ~ds~~vs ~R~d~ DEC 0 4 2007 U Applicant's Printed Name ApplicanYs ignature BY DO NOT WRITE BELOW THIS LINE Sub Tvues ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling OS D6-plex ? 16 Fireplace ? 21 Porch (3-sea.) O~ 31 EM. Alt • Multi ? 03 01 ot _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) 33 EM. Alt - SF ? 04 .02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screeNgazebo/pergola} ? 36 Multi Misc. ~ D5 03-plex ? 11 10-plex ? 1g Lower Level ? 24 Storm Damage - ? D6 04-plex ? 12 12-plex ? 25 Miscellaneous ork T es 31 New ~ ? 35 Int Improvement ? 38 Demolish Interior 44 ~ Siding . ? 32 Addition ' ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair 33 Alteration ? 37 Demofish Building' ? 43 Reroof - 46 . Windows/Doors ~ ? 34 ReplaCement 'Demolition (Entlre Bldg) - Give PCA handout to appliwnt ~ . ~ DCSC~IpYion: Water Damage _ Yes . Valuation ~6~ Occupancy !~•tL 3 MCES System Plan Review 100% or zs~ro jfl a~~il~'~~J ~ Census Code Zoning City Water S SAC Units Stories ~ Boaster Pump ~ # of Units 3 Sq. Ft. ~~f--`~- PRV ~ tt~v?r~.~~, # of Bldgs Length Fire Sprinklered Type of Const Wdth 3?I / r ~~3~7"t~~'L REQTIIRED INSPECTIONS ' '-/~la.~j~ ~ Footings (new 61dg) Sheetrock ~ ~ _ Footings (deck) Final/C.O. ~ - , y~ ~~-~f"~ Footings (addition) _ Final/No C.O. vl f ~c Foundation ~ _ HVAC . . Drain Tile Other ~ Roof Ice & Water Final Pool Ftgs A' G Final ~ Framing _ Siding _ Stucco Lath Stone L _Brick ~ Fireplace ~ R.I. AirTest ~Final - Windows Insulation Retaining Wall Approved By: Building Inspector - - - - Base Fee f(,~ F~ C Surcharge ~ 1~1 J / U ~ (p d ~ 1 ~Lti " l S J ~ ~.~i ~ ,~'D Plan Review ~ ~ ~ /j n ~ ps~',r~ ~ / ~'3 ' 7 ~ l~i ~ MC/ES SAC ~ `f SA~ 3 3~. ~ ~ = i ~,39 ~ Utility Connection Charge ' A~ v~ i ~~u ~ S&W Permit & Surcharge I~in o,~ ~ ~ ~ f,~,~ Treatment Plant ~~r~ffwA License Search ~~r ~ L: ~ Copies i°Y c~ ~ ~ Qther I 4_~ . N Z'"7',~1r^( ~ Total ~ ~ S Vi J ~1 REScheck Software Version 4.0.1 Compliance Certificate Project Title: Wayzata Model Report Date: DV16lo8 Data filename: K:\ ENGINEERWG SERVICES\ HVAC DEPTI_Energy Calculations\MN55teeple Chase of Eagan- Carriage-SECR\D431W ayzata-Classic-043-20061 RC_Revisedrek Energy Code: 2006 IECC Location: Eagan, MinnesOtd ~ ConstructionType: Multifamily Builidng Orientation: Bldg. faces 45 deg. from North , Conditioned Floor Area: 2903 k2 Glazing Area Percentage: 22% Heating Degree Days: 7981 Climate Zone: 6 Construction Site: Owner/Agent: DesignedContractor: Steeplechase of Eagan-Carriages-SECR Toll Brothers Inc. ToIlBrothers Inc. 4899 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 ~ Permit # 043 Permi[ Date: 11/112007 a . ~ Flat Ceiling: Flat Ceiling or Scissor Tmss: 1974 44.0 0.0 53 Wall Ceiling Flat Ceiling or Scissor Truss: 72 44.0 OA 2 - Garage wall: Wood Frame, 16" o.c.: 225 19.D DA ~Z Orientation: Front Door 5: Solid: 17 0200 3 Orientation: Front Knee Wall: Wood Frame, i6" o.c.: 32 13.D D.0 3 Orieniation: Front Band Joist Wood Frame, 16" o.c.: 140 19.0 0.0 a Orientation: Front Ex[erior Wall 6": Exterior Wall 6": 1082 19.0 0.0 48 Orientation: Right Side Window 2: Vinyl Frame:Dou61e Pane with Low-E: 249 0.350 87 SHGC: 0.33 Orientation: Right Side Daor 7: 5olid: 20 0.200 4 Orientation: Right Side Door S: Glass: 20 0.340 7 SHGC:027 Orientation: Right Side Basement Wall 1: Solid Concrete or Masonry: . 957 0.0 10-0 . 50 Orientation: Fronl Wall height 9.0' Depth below grade: 8.5' Insulalion dep[h: 8.5' Window 3: Vinyl Frame:Double Pane with Low-E: 32 0.350 i t SHGC: 0.33 Orien~ation: Front Door9:Glass~ 40 0.340 74 SHGC:027 Orientation: Front ~ Furnace 1: Forced Hot Air 92 AFUE Air Contlitioner t Electric Central Air: 73 SEER Wayzafa Model ~ Page 1 of 5 Compliance Stafement: The proposed building desiqn descri6ed here is consistent with the building plans, specificalions, and other calculalions submitted with [he permil application. The proposed building has been designed to meet [he 2006 IECC requiremen[s in REScheck Version 4.0.1 and to comply with the mantlatory requirements listed in the REScheck Inspection Checklist. I her~by ccrtify ihat'~'iis p1:n, sgcc(_ ~Sa Gtivsu- ~sk DirevFsr o~ {s^~icr. - . Name-TiHe ~ gi natu~e . Date ~v~, me or uFic~er my di;r.ct sap.^747SIOII an~ that 1 am a duly I,icenscc3 Project Notes: 1?rafessicnal Lr;~~nr.c: u::c:~r ¢te Elevation: Classic ~~'.'+'S of li:L $L'te o1'~1.L.lle5Ct8. ' Options: 016, 017, 070, ' add 3 Basement windows Pr.n[ Nar~e: ' ISA TiI. GROSSE B.Leonards ~ Order 17650 Task 68503 $ig[1dtP17C: ~ .~Q. Date I~c O$ Li~ense 1W4835 Wayzata Model ~ Page 2 of 5 REScheck 5offiware Version 4.d.1 Inspection Checklist Date: 01/'I6108 Ceilings: ? Fla[ Ceiling Flat Ceiling or Scissor Truss, R-44.0 caViry insulation ~ Comments: ? Wall Ceiling: Flat Ceiling or Scissor Truss, R-04.0 cavity insulation Commenis: Above-Grade Walls: ? Garage wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: ? Knee Wail: Wood Frame, 16" o.c., R-73.0 cavity insulation Commen[s: ? Band Joist: Wood Frame, 16" o.a, R-19.0 ravity insulation Comments: ? Exterior Wall 6". Exterior Wall 6", R-19.0 caviry insulation Comments: Basement Walls: ? Basemen[ Wali t: Solid Concrete or Masonry, 9.0' ht / S.5' bg! S.5' insul, R-1~.0 continuous insulation Comments: Windows: ? Window 2: Vinyt Framerpouble Pane with Low-E, U-tactor: D.35D For windows without labeled U-fadors, describe features: #Panes-FrameType ThermalBreak?-Yes_No Comments: ? Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows withoUt la6eled U-factors, dsscribe fea[ures: #Panes-FrameType ThermalBreak?-Yes-No Comments: Note: Up to 75 sq.ft. of glazed fenesiration per dwelling is exempt from ll-factor and SHGC requirements. Doors: ? Door 5: Solid, U-factor. 0200 Comments: ? ~oor 7: Solid, U-factor: 0200 Comments: ? Door 8~ Glass, U-factor: 0.340 Commants: ? Door 9: Glass, U-factor: 0.340 Comments Heating and Cooling Equipment: Wayzata Model ~ Page 3 of 5 ? Furnace 1: Forced Hot Air. 92 AFUE or higher Make and Model Number: ? Air Conditioner 1: Eleciric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ~ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ~ Recessed lights are either 1) Type IC raled with enclosures sealedlgasketed against leaks to ihe ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air-[ight assembly wi[h a 0.5" clearance from combuslible materials and a 3" clearancefrominsulation. ~ Vapo~ Retarder: ~ Vapor relarder is ins}alled on the warm-in-winter side of all non-vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification: ~ Materials and equipment are identified so that compliance can 6e determined. ~ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have heen provided. ~ Insulation R-values, glazing U-factors, and heating equipment effciency are cleady marked on the building plans or specificalions. - ~ Insulation is installed acwrding ro manufacturers instmctlons, in substanlial contacl wilh Ihe surtace being insulated, and in a manner that achieves the ~ated R-value without compressing the insula[ion. Duct Insulation: ~ Ducts in unconditioned spaces are insulated to R-8. ~ Ducts in floor trusses are insulated to R-6. Duct Construction: ~ Air handlers, filter 6oxes, and duct connections to flanges of air dishi6ution system equipment or sheet metal ftiings are sealed and mechanically fastened. ~ All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181 A or UL 1 St B. U Building framing cavities are not used as supply ducts. ~ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ~ Additional requirements for tape sealing and metal duct crimping are included hy an inspection for compliance wilh the Inlernational Mechanical Code. Temperature Controls: ~ Thermostats exist for each dwelling unit (non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to par[ially resfrict or shut off the heating and/or cooling input to each room is provided. Electric Systems: ~ Separate elecMc melers exist for each dwelling unit. Heating and Cooling Equipment Sizing: ~ Additional requirements for equipment sizing are included by an inspection for compliance wilh the International Mechanical Code. Circulating Hot Water Systems: 0 Circulaling hot water pipes are insulated to R-2. ~ Circulating hol water systems include an automatic or accessi6le manual swilch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ~ HVAC piping conveying Fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ~ A permanent certificate is provided on or in the eleclrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Wayzata Model Page 4 of 5 Wayzata Model Page 5 of 5 ~ ~00~ I ~C ~ner~Y ~ ~~i~~~n~y ~~~~~'i~~~~ Ceiling I Roof 44.oa Wall 19.00 Floor 1 Foundation 30.00 Ductwork (unconditioned spaces): Windaw 0.35 0.33 Door 0.34 0.27 ForcedHotAirFurnace 92AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Uate: Comments: I I ~ ! ~ II c~ty oF e~qan Name: lDLL `~EZC~rs+cks Date: Site Address: ~/903 vrEViFtsd*x Telephooe 65/^36 S-o6~/ Rim Joist Detail Options As outlined in the new Energy Code, buildings constructed with three units or less require t6at rim joists be put up according to detail options shown below. Please circle/highlight the option you wiil be using. ~Z M3 NI ~i . ~ . 'q ~ . i5 ' a•.. \ ~ . . A~•~ ' : h~ ~ ~ ~ /S 5 4 > A7 ' x~:; ' :y ~ aa ~ • Y p6 # H O[I1CI : " ' ~ ~ ~oll Architecture ~ January 11, 2008 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, M~T 55122 RE: TBI Lots #043, 044, and 045 Dear Jon, For TBI Lots #043, 044, and 045, I have reviewed the construction documents for structural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall wall" asseinblies. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. 1 ii::l'C'};. ::C;: . t.~ ttui p3$Iy, g~4. f,catiun, c., rcp~:r ::as prepxred by mc or undti: trt;- c::ect s4rervision and that 1;r; a,i:;';~ Li~cr,sed Proiessionzi Fir ~:i_;e:erncderihe & ~ ~;]-,/,c7~ ]~H~s af ti~~ ~~i:.: ;;f Mincesota P:intNW.ne: L;:lAM.GR055~ U Sipiatcue: a Date J(~ p~ Li nse #4~I835 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License #44835 CC: Rusty Thurlow LMG/Il SECR_1tr0014 Structural Integrity EASTERN D[VIS[ON 250 Gibraltar Road ~ Horsham, PA 19044 ~(215) 2935300 ~ FAX: (215) 293-5313 PHILADELPIiIA ~ ORLANDO ~ SCOTTSDAL6 ~ DALLAS r DENVER ~ LOS ANC3ELES ~t `I"o11 `Brothers co!~IPr~NY , " • LOT SURVEY CHECKLIST FOR RESIDEN7IAL BUILDING PERMIT APpLICA710N ~ PROPERTY LEGAL: W~ 2- ~~pC.h ~ S7~i1l~~=i~Q.SG 8~ Cf~~46~~'~. DATE OF SURV~ EY: ~~~L~~~- LATEST REVISION: d ~ c m X U p z ~ DOCUMENT STANDARDS ,R' ? 0 • Registered Land Surveyot signature and company ? ? . Building Permit Applicant ,g ? ? • LegaldescripUon 0~ ? ? . Address ' ~ ? ? • North arcow and scale ,ld ? ~ • House type (rambler, walkout, split wlo, split entry, lookout, etc.) „fd • Diredional drainage arcows wkh slope/gradient % ,B' • Proposed/existing sewer and water services & invert elevation Jd~ ? ? • Sueet name • Driveway (grade & widlh - in R/W and back of curb, 22' max.) ,s ? ? • Lot Square Footage ,0~ ? ? • Lot Coverage ELEVATIONS Ew'stina ~ ? p . Property comers ~ 0? • Top of curb at the driveway and property lina extensions g? O . Elevations of any existing adjacent homes ,~d' + Adequate footinq depth of structures due to adJacsnt utility trenches ,Br ? 0 • Waterways (pond, stream, etc.) Pro 0 ? 0 • Garage floor Ja' ? ? • Basement floor fY ? ? • Lowest ezposed elevation (walkoutM~indow) 12~ ? O • Property comers Jd' . Front and rear of home at the foundation PONPING AREA fif applicabie) p! ? ? • Easement line J8 ? ? • NWL ~ ? ? . HWL B ? ? • Pond # designation ,0 ? 0 • Emergency Overflow Elevation ~7J 0 0 • PondlWetlandbufferdelineation Y ~ • Shoreland Zoning Overlay Distrid Y • Conservation Easements DIMENSIONS ~ 0 ? • Lot linesl8earings & dimensions .e' . Right-of-way and street width (to hack of cur6J • Pr~posed home dimensions Including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all struciures requiring permaneM footings) • Show all easements of record and any City utilities within those easements .B • Setbacks of proposed structure an ' eyard setback of adjacent existing structures ~ ? ? • Retaining wall requirements: Reviewed By: Date / ~ O ~ G:/FORMS/8uilding Permit Application Rev. 11-2b04 - Certificate of Survey ~o<' TOLL BROTHERS OF ' 1400 Corporate Center Curve 4899, 4901, 4903 STEEPLECHASE COURT r.~~:`"~~ Eagan, MN 55121 ,~n ~;~~~A qtr~°~' ~ ~i- „ F J`{<~ ~ ~ ~~?iU1~1C8d g53 g ~~t 1 a h r~ 8a R q~ ~ ~ ~ Es a~ ~ ~ ~ g55.9 g5~.5 z f~ y~~:: ~pdM9 g5 ~ E*1z1Mg557~ lAI 95J.4 ~4e:7 ~ 9 r,. ~ . ~ ~r~~ 1 7 oO voe°mi i~ ~1 l~ ~ \ g45.5 ~ ~ • U~ORi ~ mi~ 951. ~V ' , gqeO / ; , _ r \ ~ • 3a.ou_r5s.o`n~ N , \ S \ \ ~ ~ • ~ ~ ~ ss 951. J esz.z^ ~ ° . ~~y~ . ~9 9q?y 94y4 ~ 9~ ~lst M' l ~ 9521~ a Q ~ u~~' I `{p ` 944.1 ~ ~ . 9f2. 1Pf~' ~ t~~ 3!'~ ~ I ~ 946. ~Y~ 946.0 ~ 1.O ~ ~d~f1V8~ ~T'~ e 3~~^ rv I ~ 15. i? ~P,?b ~ ~ 4. V 17 •V i° ~a1 ,fa a ~ ~ ~w v~ \ \ Orai age & ulili~y easemenl 1~a, Q~ p p 1 ~ ~ Y iN 1 a~ F~pm~ ~ ` over I of OUTLQT 8 1 S O O C'O ~p ~b ~ .7 ,~W F~ ~ , I \ 948. 1 t6.3 ~ C, ~ ~ ~ ? -+'y5.61U t ~ `~N d 951 ~ 852.011'~ 1 ,9~~~`~_ k„~ J \ \ ~ r ~ 6 - li _ ~ \ ~ ( r_ : u ~ ~ y ~ b1 951. 1 ` ~ I~li ~ 945.5 .2 9~1-~~ 951.3 1 PlLP• ~1} " 1 E 945.2 57.5 ~ fNe~ ' +~~9~ T 1500 P tO~Obos' ~ ~1 P9 u.' 1~ 8.a~ n a' ~ g43. 1 5 6.3 00 GU~ ° 1 ~ I 1 ~ 945.7 N F~ v' O H~ 9 ~YA $ 9 .~~~~h 1 ~ ~ ~ ~ I 945.3 ~ ~ g g " ~ ~ " • 50 0 ~~,r ~ ~ tJ p ~F ;'I'I ~ Q a~ ~ ~ ~ + j -p,_ a_, ~j~ 1~ .9 ~ " k~ ~ ` 1 I / ^ ~i~ 1tl I o°, w ~ ~ ~pQ. rv ~~1 w ` j : wv ,_°c ~ l - h ~O Q drlv8' ~ ;i6 S ~I~. O 1 (v "i c~ r- ~5.00 545.3~r ?,0 i 1 O~C ~ 9,7°~. $ y ~ai~ ~ ~P~ ~ x 4 943.6 ~ ^ 944.8 $ N ~ O ~ N1w Q 111` ~ ~i + ~IV i+~ rY , \ ' ~ ~ ~ ~ ~ ~ ~ wJ ~ Y~ \ 6 ei~~ - I 944.6 1 945.2 A O 51J~ ~ 5 5 6~ 7 O N 1 tNi~ '~°'7~ : 1' I r n+ 50.8 951.5 j4oOmlir 10 q POND LP- .2 ga2.2 Q m~ 9.8 ~ o ' ~o~ 5D. ; NWL=919.~ ea .9 g5~. ' HWL=939.7, 1 ~ I 942.8~{5~~ ~ ~ ~ > ~s NO ' _ / ' - ~ ~ r . g~ 9 ~ : y„ h~, 1 5 ~ g5p . f\ ~_-x `~~5~ 34 ~ ` ttory ~ y ~ 9. ~ / ~~w locatiun o~ a~ b Pu- x 951 ~~F~4`~~,^~r;...~ .h ~ I ,s1~` 0,50 18 ~,d Wa~e. ~ ` f ry JS n RlK'K~~shto W°" 89' r~'~' \ ~ 1 D~_- 3~0 WO House 1 11 l~~ ~ SCAL~ Minimum lowest floor ~ elevation = 944.1 BENCHMARK San. Sewer Stub Elev.= 941.8 PR~VIDE raND A~IAINTAIN Top Nut Hydront Lots 6dc7, Block 5, per RLK Plons dated 7/6/OS . Steeplechase INLET PRO'CGC 110N UNTIL Elevotion = 961.02 teet (NCvO 1988) FINAL TURF IS GSTABLISHED AREA LEGEND Lot 2, Block 6 Areo = 17,226 sq. ft. Totol COndo oreo = 703,324 sq. ft. Iron monument found = Drainoge Direction 20% Max. Coverage = 140,665 sq. ft. o= Offset iron ~ Prop. 10' contours from grading plon Foundation Lot 1, Block 6 = 6709 sq. ft. - -842- ° P~aP• Z' contours trom groding p~on Foundation Lot 2, Block 6 = 6709 sq. ft. Droinage & Ut7ity Eosement _ Existing sonitery sewer Foundation Lot 3, BIoCk 6 = 9073 sq. ft. e~•~ ° Existing Elevation = Existing storm sewer - I - = Existing water FoundotiOn LOt 1, BIOCk 7 = 9074 Sq, ft. Proposed efevotion fram grode ' FoundatiOn Lot 2, BIoCk 7 = 7106 sq. ft. or developmenl plon ~ ~ Gote ~vo~ve ~~hole Foundotion Lot 1, Block 8 = 6676 sq. ft. -840- = Ezisting 10' contours p = Hydront ' Foundotian Lot 2, Block 8 = 6815 sq. ft. $~Z- ° Existing 2' concou~s p = Flared End Section ` Foundotion Lot 3, Block 8 = 6709 sq. ft, x"~:X=~':' ° Retaining Woll ~ = Cotcn eos~n Foundotion Lot 4, Block 8 = 6709 sq. ft. FOUndation Lot S, BlOCk 8 = 9072 sq. ft. Bearinqs shown ore assumed Foundation Lot 7, Block 8 = 8879 sq_ ft. f'oundation Lot 8, Block 8 = 8879 sq. Ft. Total Foundation coverage = 92,410 sq, ft. Remaining coveroge Avoi~able = 48,255 sq. ft. /1 PROPOSED ELEVATIONS ~i~~~i ~G~~~~~~ ~ ~ 4899, 4901 & 4903 Q Goroge floor eiev. = 953.1 CITY OF EAGAN c~ Top of block elev. = 9~.< ~ ~ Lowest floor ele¢ m 944.8 Lot 2, Block Ei ~ P S T E E P L E C H AS E N~ DRAWN: JAG CFfECKED: MEC O F EAGAN Drowing File: 700\718-L2.as.o,~ ~ Project No. 2006-408-L ~ DAKO1'A COUNTY, MINNESOTA ° Subject to easements of record, if any. I hereby certify thot this survey, plon or report was prepored by Duluth, MN. me or under my direct supervision and that I am a duly ~icensed ~ Hibbing, MN. Lond Surveyor under the lows of the Stote of Minnesoto. R? .K Ham Lake, MN. Minnetonka, MN. F z INCORPORATED + ' Phone: (952) 933-0972 ich el E. 'onnon, MN License No. 40035 JuneC.~H~ 2007 ~ Fax: (952) 933-1153 ~ ~ RedsaC: 1-23-OB Restoka0 hWlO www.rik-kuusisto.com Ravixtl: 1-16-08 ChangW ~ou~e slyln 6~ 10 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 R~rixC: 7-5-07 Gly Comments, 9-18-07 StokW BuilEirg Jon 23, 2D08 12:50pm . G:\TOII Brothars-Survey\2006-408-L\tlwq\700\77B-L2.B6_i-11-08.dwg . . ~1_9 0 ~-=s~~~~~~~ _ _ _ . y Job Name: TOLL BROS LOTS 43-45 Truss ID: C14 p 1 JID: 390150 BRi O%ZLOZ RFAg 5~50" RIQ)5" BC 2z9 SPF Ri%9I-CaN WSbe standartl Jeta ls( T%01087001[001 revl). persthesfollowing schedu~e.bracing applied 2 1541- 8 933 3.00" 1.50" WEB 2x3 SPF STUD-CAN ~ Plating spec~ ANSI/rP2 - 1995 max o.c. frpn io 8RG REQUIftEMEIirS shavn are based ONLV 1x4 SPF STUD-GN 6-1, ll-5 TNIS ~ESIGN IS THE COMPOSITE RESULT OF TC 24.OD" 9- 4- 9 16- 1- 0 n the cruss maierial at each bearing Wmber shear allowables are per NDS. MULIIPLE LOAD GSES. UPLIFT REACTION(5) : Br React Uplift Req'd Sixe IRUZBC Vuss plate values are based on IF HPNGERS ARE INDIGTEO ON TNIS DR4MING, Support Main Wintl Non-WinC P 1113 -83 1.]5" testing d approval as ~equired by IBC 1]03 TNEY ARE BASEO ON 1.5" NANGER NAILS FOR 1 -82 16 1 932 -114 1.50" and ANSI/TPI and are reported in available 1-PLV ANU 3" NAM1GER NAILS FOR MULTI-PlY 2 -ll4 ib documents as ER-160) and ESR4118. GIRDERS. IF 1 S" GUN NAIIS ARE OSED, THE Nip-0rep : 0-1-11 loatled for 10 PSF non-concurrent BCLL NANGERS MU4 9E REEVAIUATEO (BV OTXERS). This Srms is designed using che EnA verticals are designetl for axial loads Drainage mus[ be provided m avoiE panding. ASCE]-98 WinE Speaficacion nly unless noced oiherwise. Bltlg Enclosed = Yes, Imparian<e Facmr = 1.00 Ewtensions above or below the vuss profile Truss Location = Not End Zone W1X DEFLEQION (span) : (if any) have been Eesigned for loads Hurricaneg/OCean Line = Na Ezp Category = C L/9-0.13~ ~ 1-015VE~T~~-0~28" ehe~end of the exfensi ns~have ~a~pplieA at Mean raoftheight~ ~15~~1gft9 mph~h_ ~.00 ft been ainui nweu roe[[5: considered uNess shown. A Erop-leg m an ASCE] II Standard Occupancy, ~eatl Load = 12.0 psf TC WIP. ((WL / TEXS. (DYR. C4 fhlrvdse m VppOfted Wd~l R~dy Cfldi¢ d DC51g02d as Main NinE FOfC¢ RES15tin9 $y5t¢m 1-i -1i]s(1.1s3/ 169(l.bo3 a.is hin9e effecYStM1at fequires additional design - Lan-rise and COmpOnents anO C1aAtling 3-3 -936 1.1f)/ 135(1.60) 0.3f 3-~ -9]SSldf>/ lll(1.60) o.ss mnsideration (by others). Tributary Area - 33 sqft ~-f -3611.60)/ ]E(],60) 0.96 REPAIR- 0< CMR (DOR. / TEXS. OYR. CSI 6-0 -19<Q.60 / 150 1.60 O.Of ~ ~-e -~3s(a.w / i3o i.so o.ts VERTICAL 10-11 NEEDS TO BE TRIMMEU 3 4' 8-9 -136(1.f0 / 94 115 0,59 U~ NOT OVERCIR. 9-30 -1<l(3.E0 / ]1f 115 0.51 VB COIY.$WR.)/ r[xs.mun. csi ALL PLATES, UNLE55 OTHERWISE NOTE~, i-s -ms i.ns / u9 i.so o.:~ - MUST BE INTACT AND PRESSED IN THE ia -ai2i.ca i ioi i.is a.os 8, ~y ~g_~p W000 PER TPI. i-e -~~35i.co / e~a i.is a.sn i p~~ ~ i r-e -a a.w i si o.so o.os 1 2 3 4 5 3-9 -A6Zi.is / iss Lso; o.as 7}IE kEMAINING WMBER MUST BE QEAR (FREE OF 3-9 -350 1.60 / 66] 1.15 0.51 9.0 ~ ~-9 -sos a.1s / v31.so o.~o KNOTS, CHECKS, AND $PLITS). ~-10 -961 1.13)/ 181 1.60 0.80 11-10 -932 1.15 / I6] 1.60 0.)0 ' io-s -zsa i.is3/ ios i.so oss 4X4 4 * NO REPAIR REQUIRE~. ~ fi-0-15 7.5X3 THIS REPAIR AL50 APPLIES TO TRUSS I05 C15 AND C16 OF THIS 708. 7ID: 390150 4X4 /J G n yy~ ~-0.,2 5- -2 ~l, (iGl!'j J / `~I°,/ y~1Z. T 3X6 5X5 D ///~/v (l 1 ~ ,ifi 5~r ~ 9-~ 3X8 TRIM 3/4" o-o- 0# ~ L~ / 2X3 4X6 ~ ~ Bi 9•pq 2" MIN. HANGER SEAT REQUIRED 8 B2 W:506 W:300 TYPICAL FOR ALL T2USSE5 THIS )OB: R'1113 R:932 NOTE: THE DROPPED VEftTICAL(5) IS NOT ~'~2 - 4 I-D- U:-114 16-'I-0 1 Mt:N1:RY CF.N'1'IYl"1"HA"1"I'IIIS 19.AN. SYI: ~ESILNED FOR LATERAL LOAUS. INCLUUINL I WIND LOA05 ON AN EXTERIOR WALL. ALL IIFICnT10~'.ONAEYORTWA)PHF.P.1NEIl LATERAL LOA~S MUST BE ADEQUATELY BYMEONUIVUERM\'UINlC7SCPE:N\'ISIOS ACCOMMOOATED PER BUIL~ING OESIGNER. ANII I'HA'1' I nM A DI:I.V HF.CIS'fCRt:ll PNO- FESSIO~AL ENGINEER LO'UER 711E LAN'S Ok ~ HORIZOlfI'AL RESISTANCE @ EACH DROPPEO VERTICAL. OF TII! S7' : O'~II\ 5 1'A. ~ C.E.AL76,R Allconneclorpla~esaroTruawe100qe.orWaw20pa.,unlesepnreEeOby."XB"forH320&a.,B"Iw5518pa./romNpim~ ~>T~~7- RGC151'RAllO\5013966 TRUSPLUS 6.0 VER: T6.5.7 VreceEetlby"M%°forTWM%10qa.or'VI°forlBge.fromTruawal,povitionaaperJmnt 1eiIMPorta, Giroledpla[etemllelae n p hama pletas an posilloired es anewn abow. s~Nt pabla afuE plates fo awid ovaMap wRh slrucW al pkha ~orabple). I~~I (~oOp S47 - A.B. C. MoqMH~ se Read all no[es on this sheet and give a copy ofit [o fhe Erecfing Confractoc ~~~t: ivmnN ~umaea ~ ( m~.ea~u~wm~.~'~~a~aa~emiu„owmw~em~mo-~»:r~t.m.nnueee~m..eonnoean~.uerewa,aawueaomo~.mm.Mn,wn~ W0: Drive_SJn74492s2_L00005_]00001 e~eao~.me~.Am.~w.mnmec ~..mvea~on.am.muvee.~~wm,m.. Nonn~~auryhassum.em~ame~.a~.i.~+n=y. o~m.~a~e psgnr: TOOD #LC = 18 k7: 98M ero ro e...nn.e p~ m. wmw~.~cm.~m..wm,~aa~ awano a.w,~.~ ww~roiw~ono~. ik ware a.io+., ^w.sanem ua me ~oem TRUSWAL ~~psee~nbaaa~m.~o~..~aaau.iwmnoim~eeaWmei«eiwiano~a.~em.paman.~.pq~uoe~ m.a.~onms~m..mxmemo=~b TC Live 38.50 psf UurFaw L=1.15 P=115 am.wa~eMn.~xornPo..ne.m~naa.eu.mammmwe.m.~aym.veW.ntla.n.wr~wme~enaa~.avsmcn.a, ~da.ean~~k Re0 Mbr 8nd 1.15 nuen ena~o~~~~~~~~+i=~vw~awm~~.,nm.mexsomrmnamaxa~mw~n.n:.~o~..n.nr~mwp.aemem TC Dead 10.00 psf SYSTEMS ^'°^°uxwn~.~.m.ma.w~.~o~remmm.woaroexc«aisxe~mo~=.~,e~~e.ro~q.w~=~we~. r.enwre,naw.,~mun g~ Live 0.00 psf Rep Mbr Comp 1.00 ~ emn~.~muwxim.~aae..nnm.~aer~romms~s~.udm.mcuwnao.~.aw.wre~a.r.rr..a~wneomrr~e«e~.om..n. ReP M6r Tens 1.00 //GdBY11ElOpCOmD00lIItSGFYp~InC. '~NSIRPII',WlCht'-WmETrimCwrvilM'merqSaMarECxip~Rn~omti6vn,'BUILqNGCOMPONENT3/.FEiVIMORMFTION'- BC OEdA 10.00 psf O.LSpaeing 2- 0- 0 µ6NMppadOr.56.f0;CbM3pyf.,fAM90) (BCSIIL3)en0'BCSISlIMM4RY5HEET8'IryWfCAmtlIPI.TMTmnPle~¢Intlnum(lPI~1cloctleEelSB]D'OnoMODtlve,Metlnon, ~GSl9O $PEC IR~-2~~~ vn.m~~s3»a.mea~»~w~s>e.i.mP.a,a..~n~I~PA~~.~.axnn~smseen.w++.si.ew.w..~:~wn.xzoox. TOTA~ 58.50 psf pEFL RATIO: L 240 TC: L 18 ~ Job Name: TOLL BROS LOTS 43-45 Truss ID: C15 Q: 1 JID: 390150 BRG %-LOC REAQ SIZE REQ'D TC lz4 SPF C1650F1.SE Web bracing repuired af each loca~ion shown. This dexign based on chord bracing applied 1 0- 3-13 1113 SS~" 1J5" lv9 SPF Q100F1.BE 3-< ~ See standard Getails (TXO108]001-001 revl). per the following schedule: 3 15-11- 8 932 3.OD" 1.50" BC 2x4 SPF N1/R3-C4N Piating p ~ ANSI/IP1 - 1995 ma o, frpn io BftG REQpIREMENTS shavn are based DNLY WE9 2x3 SPF STUD-CAN TNZS DESIGN~IS THE CdIPoSITE RESULT OP TC 14.00" 8- 3- I 16- 1- 0 on Ne truss material at each bearing 1x4 SPF SND-GN 54 MULTIPLE LOAO C4SE5. UPLIFf REACTION<5) : Br9 React Up1iR Req'd Size 2x4 SPF I1/tbUN 10-4 IF XANLERS ARE INpIUTED ON TNIS DMWING, Support Main Wind Non-Wind 1 1113 -]2 1.]5" Lumber shear ailowables are per NDS. THEY ARE BASED ON 1.5" HANLER NAILS POR 1 -]1 76 2 933 -131 1.50" I0.C/IBC vuss pla<e values are based on 1-PLY AND 3" HPNGER NAILS FOR MULTI-PLY 2 -131 16 tes[ing and approval as required by IBC 1]03 LIRDERS. IF 3.5" GUN NAILS ARE OSED, THE Hip-Drop : D-1-11 nd ~NSI/TPI anG are reporced in available HANGERS MUST BE RFEVALOATED (6Y OTHER57. ~ This truss is Eesigned usinq the Ao<umenxs as ER-160] anE ESR-1116. Loaded Por 30 PSF nermn<urrent BCLL ASCE]-98 Mind Spenficaiion Drainage must be provided ro avoid ?o ding. a+~ a t+ a. r t i Bldg EncioseE - Yes, Importance Facmr . 1.00 End verticals are designed far axial loads Unrestrained horiz. LL+deFlection - 0.36~"~ Trvss Location - Not End Zone MUf DEFLECTION (sp 7: oNy unless noted otherxise. t~+ a a t+ t. ~ i+ t a a a ~ r Hurricane/Ocean Line - No Exp Category - C L/949 MEM J-8 (IIVE) LC 1 Fxtensions above or below ihe truss profile Bld9 ~ength ~ 80.00 fq B~Eg Nidth = 40.00 ft L- -0.10" -0.13" T- -0.33" (if any) have been designeE for loads Nean roof height - 15J2 ft, mph - 90 caxna~ nanaex Foxc[5:~ indicated only. Norizontal loads apylieE af 0.SCE] II Standard Occapancy, Dead Load ~ 12.0 psf rz cona. wA. / icxs. oua.) <si ffie end oF the eztensions have not been Oesigned as Nain Wind Porce Resisting Syscem 1-E -336 1.15 / 56 1.60J O.13 COnS~de~ed UOlE55 shmm. A Erop-leg m an - Lrnx-rise dnd ~ompOpGIItS dnd ~1dOtl10g 1-3 -199B 1.15 / VO 1.60 0.83 t11GM15< Ynsu 3-< -6)fi 1.15 / t1S 1.60 0.96 ppofCQd Wdl~ m y C~¢dt¢ d Tflbui2ry A~lL = 3I Sqft ~ hinge effec[ that requires additional design BC CMt. WR. / TENS. ~IIR. fSI [p1151~l1'dTion (by pLheYS). 5-6 -IIl 1.60 / 1R 1.60 Od] . c-r -sn, ,.so i.+v ...s o..s SEE TRUSS C14 FOR REPA/R DETAR NOTE: THE 020PPED VERTFCAL(5) IS NOT J-6 -lI] 1.60 / 105 1.15 O.S6 a-s -zss i.co ~ ns i.so~ o.~a DESTGNED FOR LATER4L LOADS, INCLODINL K CMP.<WA.>/ rExs. oua. tn ~ g3.7 7_g.g WINO LOADS ON AN EXTERIOR WALL. ALL rs -ntc<i.i5)/ ss€i.so o.za ~ l LATERAL LOADS MUST BE MEQUATELY - a-s / ~m i.u o.zs ~ 2 3 4 ACCOMP70DATED PER BOILDING DESIGNER. I-6 -1966(1.151/ 396 1.60 OJ3 i-] / 309 1.1f 0.33 9.00 3-1 -~16(1.60 / 3066 3.15 0.61 3-6 -ll6 115 / l9] 3.60 Od0 46 -1511.60 / [691.15 O.R 0# = MORIZON~AL RESISTANCE io-s -sie i.ts / vs i.so o.ee 4 4 3X4 0 EACH DFOPPEO VERTICAL. s-a -assn.~s ~ aos i.so o.ae ~ 52-2 7.2-15 3X8 7-3-2 SHIP 4X4 3x4 3X6 6X8 1- i-1 1- 1-i < a. '~6 1-- 2X3 SX12 10 W:508 9~~ e W:300 ~ R:1773 - R:932 - U:" 4.~ 2-&'12 U:-131 IIIt:NiIRVCh:H'1lFY'I'HA'I"I'111SPl.Ap'.SPf: 76'~A ~ C9FICw 190N, ON NEYUNT \\'AS PNEYANF,II ~5 6 7 8 9 R1'~fEOMUNDF.HNI'UIRF.CTSLPk:R1'ISIO] ANiI l'l1A 1' 1 A11 A D1;1.1' N4:GISl'I:HEII PNII- F'LSSIOS,LL ENGINEF.R USDEN THF. WN'S OFTHFST/p~' 'O'\II.\ S 1'.\. ....._._....._.4•••.--..~ C. E. ALTF.R Allconmclo~pletasereTrvewalRUpe.o~Waw30Ba.,unlessp~tleEb'HS°fo~H600 e.,"5"fora&18pa.fromAlpine; ~~A~~~- N~1(:151'NA'1'IOS\O.I)9b6 TRUSPLUS 6.0 VER: T6.5.7 orproeaeeOEy'MX"forTWM%tOqe.or`H"IOr180a.IromTruawel,posi~io~.a~.~o~m~amnaeVort..circwapwros.naraisa 11/12/2008 Iom~ piaros en posilioroU aa Mown aEOw. ShM pabN eNe pphn to awi! oveNap with atrucmnl pk0ea ~er a'apb~. 147 - A. 8. C. MoDMtN~ose Read all notes on this sheet and gJve a copy of it to the Erecting Contractor. Cust: L1TMN LUMBER ~ ( rwawonK~a.~'~m.;e~aware~~e~.miww..r~.m xraseemea.a~.c.~um~.wawwWwmmw„~+m.r.naamer Y/0: Driv~S_m74492s2_LOOOOS_]00001 enE Gma M ewaW r~u vm~tlie cunml vanianc M iVl eM PFpptlrtiqns~enEarEe. No ~opnWWG'lllyle naumetllat6menuawl a[[mety. pmediana .~.me...m~mpm.~wnemmanunm~a.MUOreuus~oe..~a~~wio~anmve<~.rn.euua~o~c~•~m~w=ena~~n.iuem.a Dsgnr. TOD~ #LC = 18 lYr: 95R TRUSWAL w~~~~~o^mN'IX~~~~e,q~mooaserym.i~.iaue~qcoee.~ein.o.m~Wnepp~me~ Tn.e~y~a~wm..mau.rova~ TC Live 38.50 psf OurFacs L=1.15 P=1.15 i:~u.iryo-~reaeym..owo~neorcnennmv+~ameeo¢oo~mo~aemrtlrye~aaaer.eaa.nma~pmn.~+a~wryxmwa ~n~om~~ Rep Mbr Bnd 1.15 ~mea, e~.~m9seo-.mrom.ieie~mnuow~a~mwnennmemee~.ox~m~eeuweucu~~oi•~NM1T~~cwm~o~.m.n.nnmeeqa=.amo~~ TC ~ead 10.00 psf ~ SYSTEMS e~~p~m.Mmn~u~,w.m.mmemnmm.mmrawowmes..a~sxamuoroauee~~.=mrqereco~~we~ F.am.re,nmaa.i~.mi g[ Live 0.00 psf Rep M6r Tens 1.00 eMbqNa4uwlnrcwEmpxtMNllmarirqNMaM'JCinlemCNtln00dtilP~pme'weYd¢pouy+IfianTrvawaleolM~~. P IH~BYIIEIIIQLUTp011l111fGfOYp.I11C. 'qN51RP11'~XTCAI'-WOaETfNfCWM~INMNlK~SIBMCtODWptRy~Ipid1EN.8VIlqNpCOMPONENi3AFEi1'MFCqM,1TON'- BC OEdA 10.00 psf O.C.Spacin9 1~ Q~ Q IMSNOMqhO[Sn10Y,N1o.Spy.,COB090) (BCSIIL])antl'BCSISUMMMVSHEETS'tryWfCAendTPl.iM1eTmcPle~elmM1luro(T%)iabcatttlrt59JDOnMtloO~ve.MeOAOn, ~ESIIJII $~IBC IR~-ZQ~~ w.mw~snis. mea~.~~r~wamv,o.,a.oawonl~Pai~.muleamnn+anso.x.rvw.sroaoo.w..m~ponoczoo~e. TOTAL 58.50 Psf OEFL RATIO: L/24D TC: L 18 ~ Job Name: TOLL BROS LOTS 43-45 Truss ID: C16 : 1 JID: 390150 BRG %-LOC REACT SRE REQ'D, TC ]z4 SPF M1/k2-CAN Web bracing reqetailsd(T%0108]OOITODI revl). per thesfollow{n9 schedule;bra<ing applied 1 0- 2-12 1113 SSO" 1.)5' BC ]z4 SPF A1/tt2-CAN ~ See standard d 2 15-11- 8 932 3.00" 1.50" ]z4 SPF Q65DF1.SE 6-1 Plating s ec ~ ANSI/rPI - 1995 ma o.c. frdn to B~theQtrus~ material~ac eachsbeaONnV wEe 2z3 SPF STUD-CAN THZS DESI~ IS TNE COHPoSIIE RESULT OF TC 24.00" 9-10- 2 16- 1- 0 Br Reacf U lift Re d Size 9 ~xd SPF STU~-CAN 5-1, 6-2 MULTIPLE LOAO CASES. OPLIFf REAQION(5) : 9 P 9~ 2x4 SPF C2q0~R AE 1~-4 IF NANLERS ARE INOIfATEO ON THIS DRAWING, Support Main Nind Non-Wind 1 1113 -S9 1J5" Lumber shear allowables are per NDS. THEV ARE BASED ON 1,5" NANGER NAILS FOR L -54 lb 2 932 -153 LSU" IRCjIBC truss O~ate values are based on 1-PLV AND 3" HANGER NAILS FOR MULTI-PLY 2 -153 16 xesting d apOroval as required by IBC 1]03 GIR~ERS. IF 2.5" GUN NAILS ARE OSED, THE Xip-~rop : OQ-13 and ANSI/TPI anJ are reported m avsiable HANGERS MUST BE RFEVALUATED (eY OTHERS). This truss ~s dexiyned using The dacuments a ER-160) and ESR-5118. Loaded for 10 FSF nomconcurrent BCLL ASCE)-98 Wind Specification End vercicals are Aesigned for ariai loads Drainage must be provideA to avoid Oonding. Bldg Endosed = Yes, Imporfance Factor = 1.0~ . only uNess ofed otherwise. Truss Location = Not End Zone NA% DEFLECTION (span) : Extensions above or below the truss proFile Hurriwneg/Ocean Line = No Ezp Category - C L/850.2ZM p S pCLiVE7TLC 0133" indicaiedhonlYbeHon zoncal~loads~aPaplied at Xean Lroofthei9ht~=~l6t~i0 ftg mPh~h= 90.00 Ft ccinu~ Hfha[v FOCCes: the end of the extensions have not been ASCE] II StanOartl Dccopancy, Dead Laad = 12.0 psf T[ CwP.[ooa. / 1fus. ouc. ¢i considered uNess shown. A drop-leg m an Oesigned az Main WinE force Resistinq System i-z -4~e<1.is / s~.so o.si otherwise unzupOorxed wall may create a - Low-rise and Components and Cladding z-n -ioss(ias / icz i.w o.~s hin e effect ch e requires addiiional desiqn Tributary A~ea = 32 sqft 3-n -i!C(1.]5 ( 169 1.W 0.98 9. mnnderation (by others). ec cqnr.(oua.)/ ~cxs. oux. csx NOTE: THE OROPPEO VERTICAL(5) IS NOT f-6 4f< 1.60 / 219 ].60 0.46 ea -ios i.so / zs~s i.is o.as OESIGNED FOR LATERAL LOADS, INCLOOING r-a -ssa~i.so ~ eoes i.is o.es SEETRUSS C14 FOR REPAlR DETAIL WIN~ LOADS ON AN efcree~0e wa~~. ALL e-e a i.so / o i.is o.nt LATERAL LOA05 MUST BE ADEQUATELY we cmv. oux. / rexs. oua. csi 9-042 6-2-14 ACCOMMODATE~ PER eULLDING DESIGNEN. i-s -essfi.isi/ zofi.co o.ie i~ 2 ~3 pi i-c / 3n i.ss o.n l-6 -2J51 1.151/ SJ9 1.60 0.9] xa -es~ i.so)/ ises i.is a.vs 9.00 ON ~ HORIZOMAL RESISTANCE z-e -iaca i.is / asv i.so a.ez ~ a-a -s i.isj/ issfi.2s a.ov . 0 EACH DROPPEO VERTLCAL. <-8 -E16<(1.60)}/ 993((1.15 0.60 39-1 -686(1.151/ 231(1.60 Od3 4X4 3X4 1 5X12 5- 3 & D & 2 SHIP 3X8 3X8 sxe ' 4X4 3-1-1 31-1 ,y~ T 1 ~3 SX12 10 Bi s oa 62 W:508 ~8 W:300 R.1113 0-t-8 t0-650 R:932 U:-~.,ry,j~p 41-8 { U:-152 .,IH6RI:NYC1:N19fY'Plia'1"I'1115PI.AN.)P4: 7&LO CIFICATIOIV.OHHEPUNTN'ASPREP.4RE0 ~5 6 7 8 9~ yy p~lOR IINDEB M\' DIRF.CT SLPF.N\'ISIO\ ~ ANb 1'I1A'f I.iM A PI:I.1' NF.GISTlNf:D PRO ~ F'ESSIOS.4LENGINEERU\DLRTHELA\YS OFTHfRTATf;O~\IIF S f:\. / .................4..._.........^... E. A Ll'!:R Allconnectorpl~bsereTmswelYOpa•orWats]00a.,unlessDrecetletlby"HS"forH530ge.,"5"far55f8ga.(romAlpine; ~~~~~~F: IIfICI.SI'N0.'I'I(IS5Q2)9pb TRUSPWS 6.O VER: T6.5.7 °f0~80Otledby"M%"forT4MXZOga.or"X"IOr16pa.fromTmawal,poNtloneEperJOlMDebilRepo/Ie.Cirtletlplafe¢andfilx 11/12/2008 fnmeplatasampasilianetlass~ownabove, snMga0lesWOplatestoavatlowrlepwilM1SWCtumlvlafes(or¢Wple). 147 - A. 8. G Mo!J trose I Read a7! notes on this sbeet and glve a copy ot it to the Erecting Contractoc asr. ~vNnN wMeert ~ (MN~ rnwaeGe~~eIXOOae^Le~+~a~aia,anro=~w~«~•~~wu.~.~=m. nn~es~~m~e~saer~am~co~wiaeaeymecomoonemma~maa~~.~ W0: ~rive_SJn70492s2_L00005_]00001 enammin e a;mmec«.xv.mlonsorta~eneaFVnaeup.etanaares.rvo~wpone~dliry~aauumea~malmen.ionme¢umq.am.reiu~. me.~.nn.apn,wm~~.mma~N,rn,~.,~am~emie~aada^e~wi~rioieenmaan.maedianoaeayre~m~x.~mmm.~mew~n Dsgnr: TODD 8LC = 18 Wr: lO1N TRUSWAL ^er~.ao~m~.m.s~,~ww„m.a+nemm~y~,.eqm.wcawa~qcoaearae~e~encUma~¢xweon meeesg~~re~meamnm.mp=na,a TC Live 38.50 psf OurFaes L=1.15 Pa1.1S ~.re~.,srym.~.oqme~ooro,n=o~anea~m~ga~ememimmcnommimrean~ereceaWanq~asneammgmaknmm~emwammm, ~n.~am.m,,. Rep Mbr Bnd 1.15 meae~d~e•~~~.ro,~ne~ae~pwnm~m~~mmemeaeani~rorea~ceeucwmqien~n.m~c~omro~m.nmi~ueeqauamam TC Uead lOAa psf SYSTEMS ~"m°"°mxwn~a~ememoam~ewnkmmvewomroexceeaivxanaa~c.ae~~.rn~qace<o„Pom~ r,ee~m.n.~ea~~.mu g[ Live 0.00 psf Rep M6r Comp 1.00 ~ ,~eo,~.im.~ry..ma~w~m~re.,nnn~iaiovn~aarema~m:vo~me~aam~von.uRaw~o~..enede.somvnnom.,~s.,ai.~m..,.. ReP Mbr Tens 1.00 ~/~BuildinBLOmponeMSGrvup,lne. 'pN51RP11',WfCAT-WWhuvnCOUnyNNmenna5dn6arEOeuO^ftspon¢IWIEea,'BUILDINGCOMPONENT&4FENINFOFMAl10N'- g~ ~Cdl~ 10.00 psf O.LSpaeinq 2- 0- 0 (H6NaMpaSM.9b.f01,Cab.4ppx,GOl090] (BC51~-03~anG9C515UMIMRYSMEETS'EpWiCAentlTPI.TMTrvw%alelwRNe(lPpiclow@Ee1583~~ralrloOrlve,MeElcw, ~251[fp Spee IRC-2000 vn.~o~d~sane m~rMan.e~FOr~namveperqa.wdsion(q~vnPniowmaazmiisneaaetrvw,awaoqw.nn~r~pm~.ocloox. TOTAL 56.50 psf pEFL RATIO: L 240 TC: L/18 Address: 4899 5teeplechase Court Zip: 55122 Permit: 81750 THE FOLLOWING ITEMS WERElWERE NOT COMPLETE AT FINAL INSPECTION ON l~q - Yes No Comments Final rade - 6" from sidin ~ Permanent ste s- ara e Permanent ste s- main ent Permanent drivewa Permanent as Retainin Wall or 3:1 Max Slo e Sod/Seeded lawn Trail/cur6 dama e Porch Lower level finish Deck Fire lace • 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 City's Engineering Department at 651-675-5646 prior to working in right-of-way or instaliing irrigation system. y BUIIDING INSPECTOR: GlBldg InsplForms/2007/ChecklisGs . Date: 11/28/07 Revision Date: 11/28/07 New Construction Site Infortnation Address 1: 48~9 Steeplechase Court Project Steeplechase of Eagan Address 2: Wayzata/loft Lot: 45 Block: 6 City: Eagan County: Su6division; Application Information Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 House Details Square Feet: 4512 sq. ft. Avg. Ceiling Ht: 12.5 Number of Bedrooms: 4 ft. Ventilation : Balanced Total Ventilation Capacity : 247 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 172 cfm. Com6ustion Aqpliance Water Heater: Power Vent Input BTUs: 80,000 Independently Vented Furnace/Boiler: Direct VenUSealed Combustion Input BTUs: 80,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make-Ua Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 3 inches or Insulated Flex: 4 inches Applicant Name (print): ~~"c ~ /~i.,c f`.v~ Signature/Date: , ~ ~i~~~9 Code Offcial (print): Signature/Dat . ~ 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 4899 Steeplechase Ct Lot: 2 Block: 6 Addition: Steeplechase Of Eagan PID:10- 72540- 045 -10 Use: Description: Sub Type: Work Type: Description: Census Code: 434 - Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 3,000.00 Contractor: Fireside Hearth & Home 20802 Kensington Blvd Lakeville MN 55044 (952) 985 -6675 e- Fireplace Gas Fireplace (new) Improvements to the home may requ concealing. PERMIT City of Eaan BL - Base Fee $3K Surcharge - Based on Valuation $3K Total: Applicant/Permitee: Signature - Applicant - Construction Type: Occupancy: Carbon monoxide detectors are required by law in ALL single family homes. Owner: $90.00 Steve Tess 4899 Steeplechase Ct Eagan MN 55122 Permit Type: Permit Number: Date Issued: Permit Category: Building EA091384 09/30/2009 ePermit e smoke detectors in all bedrooms. Chimney / flue must be inspected prior to $88.50 0801.4085 $1.50 9001.2195 I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State Issued By: Signature þýüýû ÿþþ ýüûùúûúù øýýþþïø õ÷þ ú ÷ ý íðþýüý ÿ ÿþõ úù ø÷ ìäù öø÷ ô ó ý ìäù ò úñ ò ø÷ òýùðýù ú ýôù ï ôù úñ þ ýý î øáù ý ûòô ã ì ë ý ù ç æåæå ôø úù ýü ìä çæ ãæã óüòü õñð ÷÷ý ú÷üù üú â î øáåããú ÷ ý á ý òô ãþýüýòô ëèã øýó ü ý ýâ ý ý÷÷ýý ý ý ðý ýýü ÷øó ýý÷÷ý úý ðò ýúýù ýáøðþýüýíý æ ÷÷ýé úüýù ù øúüýù Use BLUE or BLACK Ink � ' -------- "p�� ForOfficeUae � '�� I ,� � I C�� O f {I[� f]n I Permit#: I � � c��i«I i I Od� i � Permit Fee: 3830 Pilot Knob Road � � Eagan MN 55122 I Date Received: � Phone: (651)675-5675 I I Fax: (651).675-5694 . � Staff: � ��__J 2014�RESIDENTIAL PLI.RMBiNG PERMIT APPLIC TION Date• Site Address• �� '�p�. Tenant: . _.. � Suite#: ,. W°��3�. r��rx,��a�.��,�s �+,,"� ��,�, ^�rFy� c � `*�?u�� —.� � r '� Phone: -� � 9 ��Res��en�lOwne}r Name: - � . ��,„��s ;��,� � � � � � �«�a�� .,� �,�� . -� Address�'City/Zip: �Nr��, ;��_� �� Milbert _omp ny Inc dba ullign Water �� k�� Name: ��cense#: WC 4317G �`�r�`��xx�k��'��'°� �� ' 180150t Street East r��#�� "� Aaa�ess: c;c . Inver Grove Hgts. ;,,,��,�Contractor�,�x, Y• y �`��'��x ' �"`� �� p. 55077 Pho�e; 651-451-2241 • g,'r�4=�R� g � „ State;iM N Zi . �_";{.��N��}��(, �yX �sA�� x �t�� - '44 N� $f 4 lt � 4� ... ,t��r��h��,°:��'�� co�ca�c: William� R;Milber� .. •j. Email: uti��r�wrr��.��'�,��;�� .: _ ._ ; ��Type of�VNor •v� —�eW �Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. ,`p��"��1''� „�. ��. � _�'.�;�� F�� ,� .��Description ofwork• � � „.��}��`��;,{�� ;�„s��' ' ,RESIDENTIAL i '';.�fi't��',�.+''$}� �� ,h�d�y��,�� g Water Heater ' '�'t�� - �Water Softener � �x * �� '�� t,'x�" �, - Lawn Irrigation(_RPZ/_PVB) � �� .xf Pe�rmit�'Typ p , �`�,�"��n��""��}s E�,�.��w �•� Septic System Add Plumbing Fixtures�Main/_Lower Level) �"f x , �� "�� `��a�` ;� �'�' � � ;yeW Water Tumaround �i�y�',��,�� x� i�. — s��:�,�� .�;��,~�nu�� . Abandonment � � � � •RESiDENTIA.L.FEES: $60.00 Wafer Heater,;V1/ater Softener, or Water Heater and Softener(includes$5.00 State Surcharge) � $60.00 Cawn�lrrigafion(includes$5.00 minimum State Surcharge) $60.00 Add;Plumtijng'fixtures, Septic Svstem Abandonment,,Water Tumaround*(includes$5.00 State Surcharge) � � ;`Water l'urnaround(add$200.00 if a 5/8"meter is required) $115.00:Septic SVStem New($10.00per as:built)(includes County fee and$5.00 State Surcharge) TOTAL FEES� CALL.BEFORE YdU DIG. Call Gopher State One Call at(651)454-0002 for protection againstunderground utility damage. C.a11.48 hours before you intend to digto receive'locates of undergrourtd utilitie�. www.aopherstateonecall.or4 I hereby acknowledge fhat this informa:ion is complete and accurate;that the work witl be in conformance wlth the ordinances and codes of the Clty o( Eagan;:Chat I'understand fhia is not a permit but only an application for a permit, and work is not to staA without a permih,that the work wlll be In accordance with.the approved plan In the case of work which requires a review and approval of plans. 4 f M �:,X � �� .. v . {� � Applicants'Printed Name Ap i a 's Signat ��'�`�+..r�ttid�.� a�' � S ...v�,-,...�,. ,;�, . -v �tit f �� ' �v�k4�fqi�j0 �� c y! ty�� ,��.,' � �OR�O .FICE US ° �� G �` �rv, `" �'�t�i��.�.� y��,�r4��+�,, x � � , `�s m� . , , ReY,�uy d _ :�' s � ,Date e �d�,� �� M , � E r� ,�;� � �� s � �, °+ x w, �t, a '� ' �,° ,v w '�d'?ai�+,y,� ..-,�4+�.. 4�`�i"4 � T. k � I ' �a �' �'��a '� Y RBC�UICQ�d �OSp@Ctf ��13� ,�°4 fl f G-�C� �a.� �� e 3" �.�� u� i�'�'`�C sd� �`5.' d �, ; ' � �: �. r q� q c �.�.ia ��ra� .. �� Pk 4 � 2°i�� y y � ��'�C�JA: Me"te .�ela�e�`d�l e s ete i di �R -�. a �'�`�� w , , ,,...m �_. .,. � � �'� -�' «.a, ��:�� . , , - a�� _ .», .. a�r, �. _„� a�� . �� a..__ . .. ��,. x.,. PERMIT City of Eagan Permit Type:Building Permit Number:EA179786 Date Issued:10/19/2022 Permit Category:ePermit Site Address: 4899 Steeplechase Ct Lot:2 Block: 6 Addition: Steeplechase Of Eagan PID:10-72540-10-045 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael Hay 4899 Steeplechase Ct Eagan MN 55122 Parkway Custom Construction Llc 1303 S Frontage Rd Suite 199 Hastings MN 55033 (651) 480-3797 Applicant/Permitee: Signature Issued By: Signature