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3962 Greystone Ridge 06114/2011 22:55 7634752566 PAGE 02/02 Use BLUE or BLACK link I Permit; I City of Eakan Permit f=ee: 3830 Pilot Knob Road I I Eagan MN 55122 Date Received; Phone: (661) 6755675 I Staff; j Fax: (651) 675-5694 ! x^2011 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: (fJ ~~7 Site Address: / f° fJ-~Y7 tr° r r Tenant: Suite _ RESIDENT /OWNER Name: i V1 11 a ✓I Phone: nf Address/City/Zip: 3j?e2 ,Cr CONTRACTOR Name; Weld & Sans Plumbing License n 32Z l~ H 3410 Kilmer ne oU Address: Phminuth MN 441 - city; State: dip: 763-475'-R9k; Contact: '►''l _ Email: 5605, con TYPE OF WORK New _ Replacement Repair < build _ Modify Space -Work In R.00, Description of work: ! 15'{"Gc~ `I~fIW[ Y~ t 1` P~ C+C~r} PERMIT TYPE fiESIUEf1i77AL _ Water Heater Water Softener Lawn Irrigation RPZ ! PVB) Add Plumbing Fixtures Main / Lower Level) Water Turnaround Septic System New Abandonment RESIDENTIAL F,EES..:; $55.00 Minimum Water °Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $35.00 Lawn Irrigation (includes $5,00 State Surcharge) $55.00 Add Plumbing Fixtures, Septic System Abandonment, Water Tumaround* (includes $5.00 State Surcharge) *Water Turnaround (add $166.00 if a 5/8" meter is required) $105A0 Septic System New ($10.00 per as built) (includes County fee and $5,00 State Surcharge) $95.00 Fire Repair (replace burned out appliances, ductwork, etc,) (includes $5.00 State Surcharge) po TOTAL FEES $ CALL BEFORE YOU DIG. Cali Gopher State One Call at (651) 454.0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.QOnhorst2teonecall;ortt I harcby acknowledge that ill-iii 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 ol Applicant's Printed Name Applicant's Signature' ,F,.-s ,+;:p•n•r: . r ~rrr r cwt am,?,+ yl •r ' yyr`' :j +'G•9 1•,R qu+, , ,..a+.~y w;nM'r{",r,y,rdJf 'rl''t '~'4r7tt; yt qtt ~:k+Ml', +N ~'t l;I' •t{fl~,hh! •frt1!tr c{s11t~?#n;:w, t i~~!! t, , trl?Ne<': h. iJi' dj, .{I ~ u!•!% yr.^ J191qy~,~{t ,}~yy a + , +e~, .+1+,. t ~ i' i ~ t`~ c S at+ i, , r ~ r ~li=~l~r: ~G~ . ~ t f)S f { ~ 7 ~ fi k ~ cixe !1 +fi efi(iS~~~~tG~1~JCS~vI i { Ih l l~ , t ~i~i`#J~a`~ J I~~~, a~11rs~ ,~r t , t r l •I"+w r ,e ; + I- e. i f;1";v' . tP f r et 1' rrtH a ~ rC !r w~~t r, H fyit, _ ;ii ' ~ ii~ Ir , ~#"I; ,,.`,~f-Ui +I i,~6~1~~ ;,it~tel~ i ' ~ t iy, •p.R~3:; t~?y.~~Je t,:! ,+I ?I~ ,k Vii: Itl rl!~' j~ .4 ti ~i~'' , t 1+ p -Is~;~' +i~",:~;.~.r,~i~t , ~ ~1.~; ff~ G~I~ ~'~~4~ a y„~ E7~ ~ t:~•~. ' p. t ~ t i ~ ` ~ i+ r ~ i~ ~ r ~ . {;f II i~.,l ~{`sr Fr l~ , ~ ~rlr'+t,~s.if.,, ~ , 94,w„ir. ,,.a •.no~,r.... n,. r~.. ,>,"n .n+ i ~ ..vt..,-. ~ .t 6... l:I. 4 ~ r~ ~ . Use BLUE or BLACK Ink I For Office Use Ise I>) ~ ~ ~y~l I Y ,ft 1 Permit ---I \0 Sr i I Cit of Ea aIl 1 I 2zs Y E I Permit Fee: 3830 Pilot Knob Road t~ Eagan MN 55122 1 Date Received k~ 1 Phone: (651) 675-5675 I i Fax: (651) 675-5694 Stal.~ 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Date: C112--t ! © Site Address: 391p2 d"Zc M14E RIDQE E1 6M 5-51 :L- Tenant: Suite RESIDENT / OWNER Name: Y a to e- i'l ' Phone: 47t z Address / City / Zip: (O 65'1'-e lnre- 4-AE C Z Applicant is: Owner Contractor TYPE OF WORK Description of worjj~E N q l NG !'VALL Construction Cost: 16,0C00 Multi-Family Building: (Yes No X CONTRACTOR Name: 4lum $ OL5oq Lm0!FCA?IN6 License Address: 'Way. 10-3( City: `Pr- -PAUL State: RN Zip: 551, 10 Phone: (o5l - 2.ZZ- 057-1 Contact: 7At.E 6,ekI-1-1j-ZC) Email: NQ A/•I~~L54/~ " ~I"ICA►`~?~~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes !No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sever & Water Contractor: 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 the 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.gopherstateonecall.org 1 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 p ns. x da`- iV~ 0 cV)inI!L' X Applicant's Printed Name Applicant's Signature Pa 1 of 3 R DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace Porch (3-Season) Storm Damage Single Family Garage Porch (4-Season) Exterior Alteration (Single Family) Multi Deck Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of - Plex Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES - New _ Interior Improvement _ Siding Demolish Building* Addition _ Move Building Reroof _ Demolish Interior Alteration Fire Repair _ Windows _ Demolish Foundation Replace Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition SAC Units (25% e 100%_) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: -Ice & Water Final Pool: Footings -Air/Gas Tests Final Framing Siding: eStucco Lath ! Stone Lath Brick e Fireplace: -Rough In -Airiest -Final Windows Insulation Retaining Wall: Footings ]L Backfill Final Meter Size: Radon Control Erosion Control Reviewed By: 7 2 , Building Inspector RESIDENTIAL FEES Base Fee Surcharge! Plan Review MCES SAC L l/ City SAC Utility Connection Charge S+&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 2 LOT SURVEY CHECKLIST FOR RETAINING WALL'S / BUILDING PERMIT APPLICATION i l C L Address: 3 Z. A, "s4'ia Applicant Name: -Qfp DATE OF SURVEY: X1f/ l/ k LATEST REVISION: - d a~ "Permits required for Retaining Walls 4 feet high or greater. 0z a DOCUMENT STANDARDS - "I T Lo 40-1-0- co ❑ ❑ • Registered Engineer signature and company ❑ ❑ • Building Permit Applicant p~,, • ❑ ❑ • Address ❑ ❑ • Legal description 0-my rn s ` ❑ ❑ • Lot lines/Bearings & dimensions J ~J • ❑ ❑ • North arrow and scale ❑ 'D Street name ~2( ❑ ❑ • Show all easements of record and any City utilities within those easements ~l ❑ ❑ • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS ❑ ❑ • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) ❑ ❑ • Elevations of any existing adjacent homes fd' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ~Y ❑ ❑ • Waterways (pond, stream, etc.) ❑ ❑ • At the foundation of the building and/or nearest structure PONDING AREA (if applicable) ❑ ez, ❑ • Easement line ❑ ❑ • NWL ❑ ❑ • HWL ❑ ❑ • Pond # designation ❑ ,B ❑ • Emergency Overflow Elevation ❑ -Z • Pond/Wetland buffer delineation Shoreland Zoning Overlay District ~Y J Conservation Easements RETAINING WALL INFORMATION ❑ ❑ • Location of Retaining Wall on property ❑ ❑ • Top & bottom elevation at each end of wall and any change in elevation in between ❑ ❑ • Type of material (i.e. modular block, boulder, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % Reviewed By: Date O GFORMS/Building Permit Application-Retaining Walls Rev. 5-4-09 76 6rx--&7c30/7c id?E (i'61" I Surveyor's Certificate SURVEY FOR :11I11E01Di DESCRIBED AS : tot 13, Brook 1, MURPHY FARMS SRL) P.DDr INA, 0,y of ENo4, Dbk'4 MMricsato and r[40,1n9 'Kemeny, ut r.p,rd Date SAGAN 4 Uffl�� mor' l1171') :N z rri PPOPOSEG 5 E'vA 1CI+S fQp Qf foundotit•n - 404.8 Goras14 Hoof 4. K9 4 Flaeerrmr..nt Flow 341.0 Aprox- Sewer $er4ice _ e,9? -8 Pr. poe5d Ela tizi8ting Rev. Drainage Dlrecyons = Denotes fffoAi Stake = v.,rifv fIe-v. Prior to Sbtiing F•oot'rlae Ito Mointan 3ut clNt P p. HEDLUND PUNA/INV ENG/MIRING SURF -RV -1(6 Etc Vrn !,rrc /1,14.11 CcSm. M4Y Phone; (4511 4•7,-6600 Fa. : id51? tfA-6696 4y <_r..rtF: 1 u•a. — sF roe 17376 ;*a �r- Misro ytv;nnn, BENCHMARK, TNHO 12F13f1 E4- 510.?2 I HI:PItee CERTiF1 rl4 T '4i 15 x 1HCr4 AND fw' 1hh:1ECT REPRESENTA11» Of THE EE(,'pJOARIES DA' THE 88CNt DE5a41707 Pf,•Cp7RTY ,1S S,IPAYED BY ME DP. UNDER MY EIREGT SLPERMSICY+ AND DOES raft 1-'04T TO SHS IMPRG1EMO,T6 DR ErSCR0.71MENY5, E%[(P' AS 04,70m CA.ft ..L./a` 'tic gru P,zp-as IIP MIN. SEidACK t2CptNREMEIJT$ Front -30 douse Side -tO ReOr -15 ti0/u.3tt .Side -5 I.$'Jt)9,°N, ANT 9.)RVEYt.' 4t . 0ITA UCENTE NUMBER t4371 7c) (\n 0.08 y ✓ � TREE SIGNIFICANCE KEY Cn �n 1 1 00 Basement Floor 901.0' '• :• ••• •.•, • •••••,•,•.- • Anchor Diamond Cap — - Anchor Diamond Block 0 o 0 M Existing Patio Class 2 Base Drain Pipe (Daylight to Front Of wall) 0 Existing Turf Line U U J _ oo D 0 IN CUBIC YARDS N- N Lf) co N'71- N � Cr) 5 I 9060„ I1 lI 04'0 902'0"- M 18 10 06 $98 2" 404-- c) 068 111\fir \111 \1`\"1�� % II Address: 3962 Greystone Ridge Zip: 55122 Lot: 13 Block: 1 Subdivision: Murphy Farm P Addition ?lI THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON Z V Yes No Comments Final grade - 6" from siding ?O Permanent Ate s - garage Permanent steps - main entry ?d Permanent driveway to Permanent as Retaining Wall or 3:1 Max Slope Sod/Seeded lawn p Trail/curb damage ev Porch Lower level finish Deck Fireplace l F rap `? • 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. J BUILDING INSPECTOR: CONTRACTOR: Millerville 1566 Murphy Parkway Eagan, MN 55122 City of Eap ycmo To: Sue Sheridan, Accountant I From: Dale Schoeppuer, Chief Building Official Date: December 28, 2006 Subject: 3959 Greystone Ridge $7,500 3962 Greystone Ridge $2,400 Escrow to be refunded Please refund escrows as follows: 3959 Greystone Ridge 3962 Greystone Ridge to Ray Miller Millerville 1566 Murphy Parkway Eagan, MN 55122 $7,500 CR # 79770 dated January 7, 2005 $2,400 CR # 104136 dated March 21, 2006 If you have any questions, please give me a call, ext. 5699. J Chief Building Official( DS/js CLAIM VOUCHER CITY OF EAGAN CLAIMANT: ADDRESS: BUILDING PERMIT #: 69638 3962 GREYSTONE RIDGE 59954 3959 GREYSTONE RIDGE RECEIPT #: 104136 BATCH #: 79770 AMOUNT: $2,400 ISSUE DATE $7,500 RAY MILLER MILLERVILLE 1566 MURPHY PKWY EAGAN MN 55122 3959 GREYSTONE RIDGE 3962 GREYSTONE RIDGE 3/21/06 117/05 Refund retaining wall bond for: 3962 Greystone Ridge & 3959 Greystone Ridge copies attached 9001.2257 I declare under the penalties of law that this account, claim, or demand is just and that no part of it has been paid. Buildin spectoojr r? 2-07 Department Supervisor Date City of Eap meIDO To: Sue Sheridan, Accountant I From: Dale Schoeppner, Chief Building Official Date: December 28, 2006 Subject: 3959 Greystone Ridge $7,500 3962 Greystone Ridge $2,400 Escrow to be refunded Please refund escrows as follows: 3959 Greystone Ridge 3962 Greystone Ridge to Ray Miller Millerville 1566 Murphy Parkway Eagan, MN 55122 $7,500 CR # 79770 dated January 7, 2005 $2,400 CR 4 104136 dated March 21, 2006 If you have any questions, please give me a call, ext. 5699. c ? P Chief Building Official' DS/js CLAIM VOUCHER CITY OF EAGAN CLAIMANT: ADDRESS: BUILDING PERMIT #: 69638 3962 GREYSTONE RIDGE 59954 3959 GREYSTONE RIDGE RECEIPT #: 104136 BATCH #: 79770 AMOUNT: $2,400 ISSUE DATE $7,500 RAY MILLER MILLERVILLE 1566 MURPHY PKWY EAGAN MN 55122 3959 GREYSTONE RIDGE 3962 GREYSTONE RIDGE 3/21/06 1/7/05 Refund retaining wall bond for: 3962 Greystone Ridge & 3959 Greystone Ridge copies attached 9001.2257 I declare under the penalties of law that this account, claim, or demand is just and that no part of it has been paid. w Buildin Spector 1- 2-.07 Department Supervisor Date Citu Q Eagan Cash Receipt Receipt Cate 3/21/2066 Receipt number 10413-6 MILLERVILLE INC 3452 GREYSTONE RIDGE 9001.2257 2.470.15• RETAINING HALL ESCROW Total Receipt Amount 2,400.77 117237 11;28:06 DEPOSIT INFORMATION .? r Date: 3 l' Property Address: Lot: N-3 Block: Subdivision:' Amount: 4-f ( `rReceipt #: Batch #: tJ Lev 9001.1245 ESCROW Interim Use Permit Rezoning Preliminary Subdivision Final P.D. Contract Management 0720.4206 Preliminary Subdivision Preliminary P. Development 9375.4674 AUAR Escrow 0720.4207 Comp. Plan Amendment 0720.4095 Conditional Use Permit 0720.4095 Interim Use Permit 0720.4223 P.D. Annual Review 9328.4670 Park Dedication 9001.2257 _ Landscape -- Financial Refund Date: Payee Name: Address: Cond. Use Permit Waiver of Plat Final Subdivision Preliminary P.D. Final Subdivision & Plat Final P. Development 0720.4207 Rezoning/P.D. Amendment 9375.4671 Trail Dedication 9001.2120 Tree Mitigation 0720.4205 Variance 0720.4206 Waiver of Subdivision 6501.4672 Water Quality Dedication Other: L ill L G?"JAI I Refund Information (attach copy of check and submit form to Sue Sheridan, Finance) Check #: Reason for Refund: Authorized by: Amount: CDBldg Insp/Fortnss2003/Deposit Infotmanon-Refund - Effective 1028/03 MILLERVILLE, INC. 1566 MURPHY PKWY 4334 EAGAN, MN 55122 DATE 3 2100(, z2-7e15/295o PAY TO THE .r. ORDER OF 1 I (9 . i 4.a0 ©NWAFederrt Blcomngton Office Citidit UIIIOII 6101 34th Avenue South Bloomington, MN 55425 I ww ..nwafcu.org MEMO 1:296076 521: 610168650611' j3 _?P &CIU38 6-H3.03 n? 1 2005 RESIDENTIAL BUILDING PERMIT APPLICATION 0 YjhAN ? f City Of Eagan ?ry ? N 70• S O 1 3830 Pilot Knob Road, Eagan MN 55122 Mr P Gq ?°?ty 'S Telephone # 651-675-5675 FAX 4 651-675-5694 696 y o New Construction Requirements Remodel/Repair Requirements Office Use Only ?3 registered site surveys showing sq. fL of lot, sq. fL of house; and all roofed areas 2 copies of plan Cart of Survey Reod W-Y _N (20% maximum lot coverage allowed) 'rD I7it. 0 . 1 set of Energy Calculations for heated additions Tree Pres Plan Recd 47JJ Y -N. 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Require j6NY _ N (441 set of Energy Calculations W41 &k Addition - indicate ifon-stleseptksystem OneReSeptic System _Y _N 1/3 copies of Tree Preservation Plan if lot platted after 711/93 7-a 6..4.114. V Rim Joist Detall Optbns selection sheet (bulldings with 3 or less units) UJ C-0-_tj r q ? Lf ff# g 0 9 0?? Date (:v Construction Cost _ Site Address Llo-t- ( -jLo c_v- J_ Uni to # Description of Work NQ Q- j CigD, 1 r c LC.n s'?l'1 1J Multi-Family Bldg _ Y ? N Fireplace(s) _ 0 X t - 2 ^? ' ? Wl( ^ P O t ner l _ i V (` ? 7(723-1I2 J 1 Tele hone # (?j/li-3 roper w y , p , Contractor mi11ew01c I nc , Address )5Leu YYIUYr py)14 W City Gt State M P Zip r?- Telephone # (Lo okl ?J L COMPLETE THIS AREA ONLY IF CONSTRUCTIM04A?I> J381 Energy Code Category - Minnesota Rules 7670 Category 1 Residential Ventilation Category 1 Worksheet (J submission type) Submitted • Energy Envelope Calculations Submitted Code Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. 1 Licensed Plumber ?? O7s,?? pp R?6 Telephone #952 ?+/(3?2 `Qa3(n Mechanical Contractor ! CYI?I??i Telephone #( 2. -7442:: 72 Sewer/Water Contractor Telephone #(W4A3Z_ 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 the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's gn e OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool 5 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 03 01 of_ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous Work Types T't 31 New ? 35 ? 32 Addition ? 36 ? X33 Alteration ? 37 ? 34 Replacement Valuation ??,-Le)Loo Census Code SAC Units # of Units # of Bldgs I Type of Const V Ins= Int Improvement ? 38 Demolish Interior Move Building ? 42 Demolish Foundation Demolish Building` ? 43 Reroof 'Demolition (Entire Bldg) - 6!ve,PCA handout to applicant O te MCES S ccupancy ys m Zoning City Water Stories Booster Pu'mp' Sq. Ft. PRV Length Fire Sprinklered Widt h Footings (new bldg) Footings (deck) _ Footings (addition) X Foundation _ Drain Tile Roof _ lee & Water _ Final Framing Fireplace )( R.I. _(Air Test )(Final X Insulation REQUIRED INSPECTIONS Final/C.O. X. FinaVNo C.O. Plumbing HVAC Other _ Pool _ Ft s _ Air/Gas Tests _ Final Siding _ Stucco / Stone Brick _ Windows 7y Retaining Wall L,I ia:fG Approved By: L Building Inspector ---------------------------------- Base Fee --------------- f 1 Y0 Z ----------------------- l// 0I7 Surcharge Plan Re iew {{'?? ??pp UJ 7?L' " ??? l xyS 7 7 . v MC/ES SAC x 41 7 7r ? V SAC Utili y Connection Charge d.r.li? / V' Y 5 ( ' 7? ? l S S&W Permit & Surcharge W/+ '?C 7-- y J / / 5 ry /3 Treatment Plant 0 R? 4. 1 aL90 License Search Copies , L Other Total ON It Z v 390 X y 2N y ?.?} I ( oom / 5 2 r o ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. Siding Fire Repair Windows/Doors 0 44 ? '45 ? 46 FROM RNGELL AIRE 9527465202 FAX NO. : 9527465202 Sun. 24 2005 09:28AM P1 Date: 6/22/2005 Revision Date: 6/22/2005 New Construction Site Information Address 1: 1162 GREYSTONE RIDGE Project #: Address 2: Lot: Block: City: EAGAN County: Subdivision: Application Information Business Name: MILLERVILLE MN Contractor License Contact Person: RAY MILLER Office Ph: 612-723-7137 Fax: Cell Ph: Address 1: 1566 MURPHY PKWY City: EAGAN State: MN Zip Code: House Details Square Feet: 5390 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 4 Ventilation : Balanced Total Ventilation Capacity : 212 elm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 137 Cfm. Combustion Aopliance Water Heater. Power Vent Input BTUs: 75,000 independently Vented Fumace/5oiler. Direct Vent/Sealed Combustion Input BTUs: 120,000 Independently Vented Other Combustion Apolianoes Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Finigalace(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 (dm): 600 Make-Up Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 6 inches or insulated Flex: 7 inches Applicant Name (print): Signgture/Date: Code Official (print): Signature/Date: PO 7Md !`nnfwP.?:e.f Fnxrw 1,Rinnnn:.w•n 7(1(1d Mnrhw?:nnl ('.vin (:n:.inlin.+e Pone 1 651 686 8098 Ju,n,09-05 07:29a Millerville 651 686 8098 Mau 26 05 08:56p Mary Garces 952-938-3375 Permit Number RESckeck Compliance Certificate ChrdtodsyiDalo 26001ECC R_}t?.A.q.F [NhvAar V+n:gn i (• N, e1:AYe Dnia filename CAPrvgram Flles\Cho&XRESehocklMillcrille Murphy Farms lotoKfulc PROJECT TITLE: Murphy Farms Ioel.8' Imo' 13 CITY: Eagan .STATF- Minmmnts HDD: 7981 r OW-,TRT11'TTON TYPE- $tnale Fwmriv WINDOW I WALL RATICY 0. 11 DATE: 05126!05 11ATP nF PF ANN" 11 -q-X)A4 PROJECT DESCRTPTION: Tar. $tnw ilr.mr vii rh wnik 7rn DLSIGNERICONT RACrOR: Mil }w±vipr Jnr 1566 Murphy Parkway mean MN 15177 COMPLIANCE: Paaaex Mn.aimn,o ITA = 940 Your Home UA - 588 VI 70„ lirnrr Than rode ((TA) ' Cuvst Glazing Aory M Cnnr Ae ll)nr Perim ca.r R-Value - :lo c (3 Fam 116 Ceiling 1: ! lat Ceiling or Scimm Truss 2401 44.0 0.0 65 Wrdi I. Mmoury Rio& with Empty Cclls:lnterivr Invitation 814 11.0 0.0 11 7i moow 1- W"KO 'F`r ,rlnphlr Pm.r with 1 o T- 57ri n Izn 174 Door is Solid 59 0.110 6 nn..r7•t:lmc 112 n,;llQ g5 Wail 3: Wood FrznS 16" ox. 4924 21.0 0.0 281 Flr..nr I' All-wonJ Jdiafi'ttltS:t1V!r?TL!Cn!!!IifidMd Vr..!." AIR? 30.n 0,0 IF Furnace 1: Formd Hot Air. 90 AFUE AirrnnAitionre 1• FL.{tirC rn1rd Aim, 19 9F.FR 14. 4K P.1 p.I COMPLIANCE STATEMENT; The proposed building design described I= is mnsistmt with the building plans. sY.-M nMiorts_ and ntber ealculnti^os s brrliftcd with the oennit avolkeatinn. The otnrKmM bttilditw lure hear.. drsi-nM to Jun 09 05 07:2Sa Millerville Ham 2$ 05 08:56p Mary Garces 651 686 8098 p.2 952-839-3375 p.2 mom the 2000 1E-CC rm"imnmts in RES&hmk Vcmion 3.6 Rdeaac 2 (t medy MECchjm*) and to comply with the mandmrnv n miecm c listed on the RESCh c4lnspection CAeckiist. ?++ HuildedDesige o._.?j Date J -Z f?"? ?^ LOT SURVEY CHECKLIST FOR RESIDENTIAL y BUILDING PERMIT APPLICATION PROPERTY LEGAL: ©I I3I3IOC II i JNWI ( Nrarm_?' Add, DATE OF SURVEY: d2s-10,5_ LATEST REVISION N c m t U - O z a 10 ¢ DOCUMENT STANDARDS j ? ? • Registered Land Surveyor signature and company ? ? . Building Permit Applicant ? ? Legal description ? Address 3q`z Gfeys4tme Pi?e_ ? ? . North arrow and scale ? ? House type (rambler, walkout, split w/o, split entry, lookout, etc.) ? ? Directional drainage arrows with slope/gradient % 'z ? ? Proposed/existing sewer and water services & invert elevation ? ? . Street name ? ? • Driveway (grade & width - in RAN and back of curb, 22' max.) ? ? • Lot Square Footage ? ? • Lot Coverage ELEVATIONS Existing ? ? • Property corners ' ? ? . Top of curb at the driveway and property line extensions '' ? ? . Elevations of any existing adjacent homes 0 0 ? • Adequate footing depth of structures due to adjacent utility trenches ? P1 ? • Waterways (pond, stream, etc.) Proposed ? ? • Garage floor ? ? • Basement floor el ? ? • Lowest exposed elevation (walkoutfwindow) 'W ? ? • Property comers ,ff ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) ? y1 ? Easement line ? ? NWL ? ) ? • HWL ? )z ? • Pond # designation ? ? • Emergency Overflow Elevation ? ?Z ? • PondlWetland buffer delineation N • Shoreland Zoning Overlay District Y N • Conservation Easements DIMENSIONS ,d ? ? ? ? ? ? ? ¢P ? • Lot lines/Bearings & dimensions . Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) - 5ee.,t k5 orv' SuR(;e y - • Show all easements of record and any City utilities within those easements' See A,,bfcs dt Sw'?ey, • Setbacks of proposed structure an eyard setback of adjacent existing structures ?j ? ? . Retaining wall requirements: Reviewed By: Date G /FORMS/Bu ilding Permit Application Rev. 11-26-04 Surveyor's Certificate SURVEY FOR : MILLERVILLE DESCRIBED AS :Lot 13, Block 1, MURPHY FARMS 3RD ADDITION, City of Eagan, Dakota County, Minnesota and reserving easements of record. 8573 857.0 Exst. Tob=911 0 909.2 Oom ,yam h? F 5 / \2 \ ' 902.3„ 897.5 _ / m tip. h/ o 902.• @D8. N 908.0 V o '? O \ V \ 909.1 -'`o \ ?\ \ 908.2\ ry`? ^ V1 LD 908.1 Cn N 11_909.3 1 e \ o I 2. \ I 908 6 ?.00 00109e 1 & 1 YST00 39b / RI ?E? 25 \ \ J. J ,ry i7 ? ? eetoln ?. malntaN ]tot / m v, , ao o _ 901.1 N/ 24. 3 7 of a oay !Pons o ^ 5 W 7 x90 rr Ti ,, ti fiss.i ? It Exst. Tob=908.3 r r jtee / to / I 1 11 N O //// 1?U1 O J J 4.0) t I I ) I ? I I v-conservation easement- a ono grading past the ecaement- n I 3 'I I 3 x ? w I ? I ,I ®IA? ®?,p A®?3 ® 13 I 1 5014 PENCE ? I ? I I ? 110 11 856.0 8561 (n O 0 N W Fn CA V 0 ----------- ------------- 896.0 886.0 871.7 °89'32'47"W 134.13 a7z.a -Lawn is Soddedt LOT SQ. FOOTAGE = 31,091 B/B o.D HSE. SQ. FOOTAGE = 2,587 HSE. VS LOT FOOTAGE = 12.07% R/W 0.0 PROPOSED ELEVATIONS v.::aurl/,. Top of Foundation = 909.8 ?- Garage Floor = 909.4 REG,Ic'ERL, Basement Floor = 901.0 5Lt i ryU},q Aprox. Sewer Service = 897.8 Verify Elev. Prior to Setting Footin t M i t i S ffi t 14576 = Proposed Elev. = 0 gs o a n a n u cien ' A ' Existing Elev. = Pipe SoPe. a t Drainage Directions = Denotes Offset Stake = • SCALE: 1 in ch = 30 feet x}-1,,{?L, ND PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 Phone: (651) 405-6600 Fax : (651) 405-6606 BENCHMARK, TNH® 12&13/1 E1= 910.72 MIN. SETBACK REQUIREMENTS Front - 30 House Side -to Rear -15 Garage Side -5 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. DATE _I _/2/O 0- D. LINDGREN• , AN?D SURVEYOR 71 GjaQ- J N SOTA LICENSE NUMBER 14376 NO: 04R-679 FILE MF3 / y/ / J'u 1 1 4 0 5 01:19P 507 645 2842 McGhie & Betts-NFLD 507-1345-2842 p.l 3 9 6 Z (rTz e-7 55t=,/7e Zi t*&- FACSIMILE TRANSMISSION COVER SHEET ATTN; Terry COMPANY: City of Eagan FAX NUMBER: 651-675-5694 TIME SENT: 1:15 PM PHONE NUMBER: DATE SENT: 7/14/2005 Land Surveying Civil Engineering Geotechnical Engineering Construction Material Testing Environmental Services TOTAL # OF PAGES WITH COVER SHEET _ ORIGINAL WILL BE MAILED: NO RE: Murphy Farms 3" Add. - Lot 13 / Block 1 FROM: Tabitha Walsh If you do not receive the number of pages indicated or if you have problems with the transmission, please call 507-645-0964. This telefaxed information is intended only for the use of the individual or entity to which it is addressed and contains information that is private, privileged and 1604 Riverview Lane confidential. If the reader of this message is not the intended recipient, the Northfield, MN 55057 'employer, employee or agent responsible to deliver it to the intended recipient, you are hereby notified that dissemination, distribution or copying of this Tel. 507.645.0964 communication by any means or in any manner is strictly prohibited. If you have Fax. 507.645.2842 received this fax in error, please notify us immediately by telephone and return the original message to us by mail at the above address. e-mail. mlc r mbi-nf.com N o r t h f i e 1 d M i n n e s o t a Jul 1,4 05 01:19p McGhie & Betts-MFLD 507-645-2842 p.2 MOISTURE DENSITY RELATION OF SOILS N o r t h f i e I d M14 i n n e s o t a 1604 Riverview Lane Nalhricid. MN 55057 Ted. 507.645.0964 Fax. 507 645.2842 e-mail "*@mbi-nl.wm PROJECT: Murphy Farms 3rd Add.- Lot 13/13lock i Eagan, Minnesota REPORTED TO: Bandy Excavating & Trucking 15394 Faribault Blvd. Faribault, MN 55021 Attn: Ryan Bandy DATE: 7/14/2005 CLIENT/MBI N5166/N5348 COPIES TO. METHOD OF TEST: X ASTM D698 Method: C Rammer Type: X Circular ASTM D1557 Method: Sector SOIL CLASSIFICATION: Sand with a little Gravel, Fine to Medium Grained, Lt Brown (SP) SAMPLE NUMBER! 1 PERCENT +#4: 14.4 PERCENT + 314: 4.5 MAXIMUM DENSITY: 121.0 OPTIMUM MOISTURE: 9.5% 122 121 w 120 119 118 w ' 117 A 116 115 A 114 113 112 Moisture Content - % -? BARRY J. H NTZ MCGHTE & BETTS, INC 4 5 6 7 8 9 10 11 12 13 14 15 Jul 14 05 01:19p McGhie & Betts-NFLD 507-645-2842 p.3 COMPACTION TEST RESULTS Tel 507 645 0964 Fax 507.645.2642 e-mail mlc@mbi-nLCOm PROJECT: DATE: 7/14/2005 Murphy Farms 3rd Add.- Lot 13/Block 1 CLIENT/MBI #: N5166RJ5348 Eagan, Minnesota REPORTED TO: COPIES TO: Bandy Excavating & Trucking 15394 Faribault Blvd. Faribault, MN 55021 Attn: Ryan Bandy TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: LOCATION: ELEVATION.- PROBE DEPTH: FIELD DENSITY DETERMINATION: DRY DENSITY {pcf) MOISTURE CONTENT (%) PLUS #4 MATERIAL (%) X 1 2 07/13/05 07/13/05 Sand with a little Gravel, Fine Sand with a little Gravel, Fine to Medium Grained, Lt Brawn to Medium Grained, Lt (SP) Brown (SP) Proctor # 1 Proctor # I 3' South and 7' West of 15' South and 20' West of Northeast Building Comer Northeast Building Comer Stake (Engineered Fill) Stake (Engineered Fill) 2' BFG Finish Grade 12" 12" SAND CONE METHOD ASTM. D1556 X NUCLEAR DENS. METH ASTM: D2922 121.6 119.6 3.8 4.1 14.4 ESTIMAr • 14.4 .. LD ACTUAL LABORATORY MOISTURE-DENSITY DETERMINATION: X STANDARD PROCTOR ASTM D696 (METHOD MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) TEST RESULTS: REL COMP. (% OF PROCTOR 100 1 /2 SPECIFIED MINIMUM (%) 95 RFL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: 121.0 _ myLlym 121.0 V eRV6TOR ASTM D1557 (METHOD 9.5 9.5 compaction test results present the results of soil compaction at only the locations tested. No .......y 15 uDpilea regaratng tut compaction at other locations. BARRY J.HENTZ McGHIE & BETTS, INC N o r t h f i e l d M i n n e s o t a 1604 Riverview Lane Northfiem, MN 55057 SEP-15-2005 THU 09,59 AM LITTFIN TRUSS CO FAX NO, 9524731245 Tibbits Engineering, P.A. Structural Engineers 1 110 Greeley Avenue Glencoe, MN 55336 Phone: (320) 864-5642 FAX: (320) 864-5672 Toll tree: 888-248-0373 www. tibbi t sengineering.com sepwwbcl 15, 14005 Lit r at' liauan Jull'Wl;velcr. 13slildillg 0lticial Iia_;an. N1N RI! 3962 GreyStnnC Risl!_u U..agan. MN I,iltlin W0:253I50; Tw.gs A96 1)cgr ?•lr Whcolcr: I undorsland that the abOve cuss has bcett ittstallect with a cantilever 01'4-8-0 instead 0f 1- as it was desi"I Till; miss is a gable end truss, and has 7/16- 0513 applied 10 like CnlirC l',tcu 'Cho truss nuty he Centileveml 4 S-0 provided that thu OSLO is nailed 10 the framing in arcurda0co with [KC 2000 Table 10023(l), (i.e. 6d conim0u milt (tc7 t," On Center at lxh-w, and 12- on center at iulermediale Ranting). sincerely, f113t311'S i NC+INE:FItING, 1. A, P. 02 I hcrcb? ratify I1,111 this Plan, spcc;rW;itinu 01- rcPbrl WA 1)M POrcd b) luq ur llRdrr Nn dirccl Mq)ClXi};0u :Put Ilcet t enl a duly Liccim-d Prormiouat 111winccr Caner 11W l;n\s of to Side or Miaacsum )?n??li.l;1,.,; I:l 11131T5 lubca 1. Tibhits, P.['. 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Sv e?r .e . coPL_PKO'GG-] SLiC[L ''=e:Ci[ tOLCG C-Jv.'P?64'- . jj a--'ec c24e et .wtsl cs t %lcand Lc ;]GV S[ aq?iLLS.<i2 y^ > _ :S ___Eac A+Jt-C? m P3F E?.BS'W :.YC-'` _.___ Pc aP?! .L 2:4^ -a LY PaliaC aiL to c>oo e ' +z L's sPecK 3" .c ' ' - - . X L:c BYe: 'x x - [ c?.a£c =?° 0. n _.- . x S. c(5 c :¢+xs ?0_ e. vot im4[? 3_ ? _.i -6 -CIS B _ . mzs sxaeca a ^-xb'iCam s<?+scL mP m:v vvS Pvar kt'•0' Y }?frL i'3i=1? CC SI:I'+"-:O:i -}-^_)[ 5?3? ? xlxII CP[?JP]F? [P .:E1PL K65S .s _rE. v_sPe: Psx Bzz.sP9 GL ----- --------- TL . ..-/%acao a./Aasee -" 4 is-" Ssan C.O2/sxx 23 -C,<.: Sa! -0.70/271 lb !14 20__-. -0.37 -0.57 Ela. 0L 0e°!eac Gea L/sza m 0.00 1 3 : G '+ 8 7 10 1! 12 13 t1 -ia.tia =iu.uo 1.1 's 1 ) i311. i - 4 ¢. A- a LU 1T-iC-1C -<i 3- 4- 3 1:- 3- _G! !_- G- a 205 __ 0- S SSG Ai fACHGf? ? ([C O ATE I? kl [ fl -4 ; ISxi i;r1 Ir.-"xa L5s1 t3ad 1.5%< ISri i Gxi 15r: 1$11 ISr1 I_ir: S.Sx1 1••`S4 .a= fyL9° e ann; FI:!r h8 a'iiOR7: p? Tzs 3.P= v_^e:c 2^20 mt- CTS&TTIFFIA a:.y:.yra E n T_a 7? t8 17 11, l.'J. ?i Cx 1caS C6[ i.:AY ci .'v:5 ?/<LCt-u ?.. fC EYail` ud •t;. ?.¢tw ?b^wnc-fic...... i?.n......, n': w....z.•J.s, PYP!i.t . P!a S<alr -0.1340 ..°.r:. J.?: 7w,: j5G ? &C Scxc L.7 ?s5 - .-_ _?0 = Voigt & Associates, Inc. ' STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 FIELD REPORT Reg. No. 20708 PROJECT: .3i 6 Z G R-e-f INSPECTION REPORT NO: PROJECT NO: DISCIPLINE: S7f ?? (? ,q REPORT BY: F'jv DATE: TEMP. RANGE' BU'S TIME, rit 1cl0r EST. % Of COMPLETION: 90t'0+.fq Au.i?/o WEATHER: CGA_Qw_ CONFORMANCE WITH SCHEDULE (+,_ ): PA PRESENT AT INSPECTION: 'pAw.. E WORK IN PROGRESS: OALA-uv.t" , OBSERVATIONS: phi 61C. . p'jspec-recl , PO PO---W t,1 U(-V- 9-(-avv RZP . 1 hereby certify that this plan, specification, or report was prepared by me or under my dhwt supervision and that I am a duly Raglstered Professional Engineer under 0919W OY the Mate of Minnesota. ".A'lv. January 2005 Su Me Tu We Th Fr Sa 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 31 February 2005 Su Me Tu We Th Fr Se 1 2 3 4 5 6 > 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 March 2005 Su M. T. We Th Fr Se 1 2 3 4 5 6 7 6 9 10 l l 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l April 2005 Su Me Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 MaV 2005 S. Me Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 l2 13 14 l5 16 17 18 19 20 2l 22 23 24 25 26 27 28 29 30 31 June 2005 Su Me Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 l5 15 l7 18 19 20 21 22 23 24 25 26 27 28 29 30 July 2005 S. Me T. We Th Fr S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 August 2005 S. Me Tu We Th Fr S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 l6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 September 2005 S. Me Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 October 2005 Su Me T. We Th Fr 8a 2 3 4 5 6 7 1 8 9 10 11 12 13 14 l5 16 17 16 19 20 21 22 23 24 25 26 27 28 29 30 31 November 2005 Su Me Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 l2 13 14 15 16 17 16 19 20 21 22 23 24 25 28 27 28 29 30 December 2005 Su Me Tu We Th Fr Se 1 2 3 4 5 6 7 B 9 ,a 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 M A, erts www.lampertyards.com f?10?-cYi ? ??ZJ t17t2e.. S??r?®.? 1? ;9-6" ? /`/75 Gf LI ?- L? 3 S' ?i2? /`?'sx 5a`?= 54.-?S La y 3c- ?- /7n 09 LB 7,67 3 z ?Ss? 6G? SEE w P>? .Snq a a9-IV Ll v-f. Z-Doo 10""c al, T79' " )(/-- sz:etoN 3- ?;nr o//f L A?a? iC?-3,J l --7_ta7J J©?'1? ?? ors ?/? More Than An Ordinary Lumber Company Z- 7 9 S? y3? 0606 . speda or Group Grade Fb (for strength) E (for salhless) Douglas Fir- Select Structural 1450 1,900,000 Larch Na 1 & Btr. 1150 1,800,000 Douglas Fir and Nat 1000 1,700,000 Weston [arch Na 2 875 1,600,000 Na 3 500 1,400,000 Douglas Fir- Select Structural 1300 1,400,000 South Na 1 900 1,300,000 Douglas Rrgnxmin Na2 825 1,200,000 AZ CD. NV NM& UT Na 3 475 1,100,000 Hill Select Structural 1400 1,600,000 ftstern Hamreck Na 1 & Mr.. 1050 1,500,000 and True Firs Node aldorrva Red. Grand. C Red, edo, is Na 1 950 1,500,000 Pa.k R Wdte Na 2 C O? 300,000 ?- , Na3 ' 500 1,200,000 Write commonly used design values below: 13 The span computer is sti'able for designing uniformly loaded beams for fiber stress in bending and modulus of elasticity e is the designer's responsibility to address the necess'^' of checking horizontal shear and corrxession IN perpendicular to the grain. a 25 111 1 a F N 4' 1?L.I illl'I'V' I.g911 I I"I I I 200 250 300 6' 7' I 11,1 ,' I I I,I I I II iii I iii 111nullm I I I I I I II I III .2 if 1I III II Il;I .3 1i11?u ?IIII I I r, Species W Group amo Fle (tor srtang0a) E (far stlllnsea) C3 Spruce-Pine-Fir Select Structural 1300 1,300,000 (South) Na 1 850 1,200,000 Engelman&S1ka Spruces Na2 750 1,100,000 and Lodgepde Pine Na3 425 1,000,000 Western Cedars Select Structural 1000 1,100,000 Western Red, Incense Na1 725 1,000,000 PM Odord&Alaska Na2 700 1,000;000 r-r Na 3 400 900,000 A* Western Woods Select Structural 875 1,200,000 Anyofthespeciminrhe Na 1 650 1,100,000 firs lour spores groups Na2 650 1 000 000 plus IWR PR SP. AP & Mountain Hemlock Na 3 375 , , 900,000 1All values in pounds per square inch. 2The design values in this table are BASE VALUES. The Joist and Rafter Computer" has the size adlustiment end the repet4lw use increase built in. The "Beam Computer" has the size adluramers bulk in. 3ldaho While Pine Ponderosa Fine Sugar Pine, Alpine Flr. e' 9' 1I{0' I! II11, ?:?lIC!!, I,II'I'II II I' 41?'ll Il I' y. - 300 400 10 I 3x11`12x12 12a? 4x 4x10 12' 13' 14' 15' 11 Ii;II ll IIIIII,IIIII 111111 2,0 3.0x10° I?I!jlllil?l' 1 3.0 x 10^ DESIGN CRITERIA ' Use code and project specific design criteria on loads and defection limits. i STIFFNESS( side Ol 24' 26' 28' 30' 32' 1. Set span over or I under aWiccable E and I Lx A (e/36Q [/240, or 11180) combination 7 2. Identify the design 7TFFFM 4 Eve load in linearR e, 2, ? ? s Iran the tap scale of Slide I I , ? , a All beam saes to the II I LI WI I JI IL I LIL right of the Ilve load will . . _ -------- calculate forsti6neses ® r STRENGTH (side D) ?- t. Set span o.•er or " under applicable Fb and i duration of load (NOR- MAL, SNOW, ca 7 DAY) combination (Slide D). 4 14 2. Identify the design 2q, 26' 28' 30' 32' trial load (sum of live and dead loads) in Ibl linear I 11711 14- I I I I? ' W. All beam szee b the right of the total bad will calculate for strength. t ,,s ¢t I 4k' 10' 11' 12' 13' 14' 15' 161 ,I W 1200 1400 1600 1800 2000 2500 3000 3500 ?1111uj1;1p?IIJ11?l;l?I?N1;°,'111;1!1rI,?1),,IIII???!II'!? ?j? 'yld7 lIWlj„ i 1 l 1' 12 l ' l s 11113' 14' 115' 16' 1 ' JJ I IIIII ) I IIII III ) 1111IIQ f;iW?l l ilillliililll iq l nullilliilulijl1111' I l j f Iljl 1111'illll ll lijll ?.w. fit. _..-..-.._. ._°_____..... zl?ll?ll?z ® l' 9527465202 03-16-2006 16:53 ANGELL AIRE INC 9527465202 Fax Transmittal Form TO: Name: Phone number: Fax number: Date sent: Time sent: Number of pages including cover page: 12253 Nicollet Aver,' Burnsville, MN 55= o O V N O m O 0 O Y w? s O v V N ? O q N ap 3 m a? _ae ?o 0 p? FROM: ` Crz Ka Rol Tom Pilon Dave Steele Phone: 952-746-5200 Fax: 952-746-5202 i G 03-16-2006 16:53 RNGELL RIRE INC 9527465202 Date: 6/2212005 Revision Date: 6/22/2005 Site Information Address 1: 3962 GREYSTONE RIDGE Address 2: City: EAGAN County: Application Information Business Name: MILLERVILLE Contact Person: RAY MILLER Office Ph: 612-723-7137 Fax: Cell Ph: Address 1: 1566 MURPHY PKWY City: EAGAN State: MN Zip Code: New Construction Project #: Lot: Block: Subdivision: MN Contractor License #: PRGE2 House Details Square Feet: 5390 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 4 Ventilation : Balanced Total Ventilation Capacity : 212 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 137 cfm. Combustion Appliance Water Heater: Power Vent Input BTUs: 75,000 Independently Vented Furnace/Boiler. Direct Vent/Sealed Combustion Input BTUs: 120,000 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 Eouipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm). 135 Exhaust Fan Rating (cfm): 600 Make-Uo Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 6 inches or Insulated Flex: 7 inches Applicant Name (print): Signature/Date.- Code Official (print): Signature/Date: a ')MA !"nnt??..int Fnx.nr TA?nnnnacrn Anne M..,->..nw.t r,,,t.- v..,.• t Site address: 31102 l ?4t?YS'ttin?E ?? Lot C3 Block Subd./?[d ?+2i Ka4 374 On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE Water Heater KZ- &ZWA Wl,; L MST ? ,N `10,JJ0 " -3 ?fL Furnace r ?>r 35b v oVO DLO \V)-,W0 3" Pu(, Dryer 7-I t\ ,1° k0_' EXHAUST SYSTEM LOCATION TYPE MODEL CFM's VENTED YES No Kitchen kitchen ?o t> L f . G b Bathroom 1 /A STALL QurF eh F J - 0%VQ 3 U Bathroom 2 y r I I l Bathroom 3 ?e 5? I t I t V/ Bathroom 4 ?? rl?d I I I g ? Other FIREPLACES LOCATION GAS WOOD MANUFACTURER MODEL BTU'S VENTING DIRECT ATMOS 1 i2ou ? cam} Colo L)OC) 1c? - cwc- (QI 3rf 000 MAKE-UP AIR MODEL TYPE CFM's ,'r krC?,n y/ Ey'2(?o 2eV\JL...t Ark 17Y I hereby acknowledge that the above information is correct and agree to comply with the Minnesota Energy Code and City of Eagan requireme zfdrCCy Z( /Orel / rLQ?,l ? I^(( -- Sig ature /?! Company Company Name This form is the responsibility of the General Contractor. 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 3 registered site surveys showing sq. ft of lot, sq. It. of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 711193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form X258.-15 0 frce u5-e On1v Cart of - SiiiveyRecd', Y ,..-'N t eePre's ,066,1 seb l` t'v 1 . IJ Tree Pres R6gillr ;-Y, .:N OnsiteSepticSysteifi"?_ e' Y, N t - Date C 6? / /Z / Site Address 5 q © & (o 2- 6/G P Construction Cost 01 S X00 Ls-r- h' I 11-TD 1, L Unit/Ste # Description of Work IN G rt?=1r J T^ 1?r7 G /Oz, C- 4uy7?1(C/f 7z-7-,- lJ? Multi-Family Bldg _ Y _ N Fireplace(s) _ 0 _ 1 - 2 Property Owner /z/}y LjxGL!! Telephone#(6?(Z) 723 ' 7(37 Contractor f o«N luo N j? A uLT Address 2 State M 2-f' p/ (I !? 4 <--' City ,Ir Zip y/af Telephone#(&T/ ) 22z- - /Z 3 6l?' J COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category I _ Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? - Y _ N If yes, date and address of master plan: Licensed Plumber Telephone r? Mechanical Contractor Telephone L?] Sewer/Water Contractor Remode[Repair Requirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for additions & decks Addition - indicate if on-site septic system Telephone #1 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 the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE - Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex 20 Pool ? 30 Accesso ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Mu ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 63-plex ? 11 10-piex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement Description: Water Dame Valuation Plan Review / 100 Census Code SAC Units # of Units # of Bldgs Type of Const_ - Footings (new bldg) - Footings (deck) - Footings (addition) Foundation Drain Tile Roof _ Ice & - Framing - Fireplace - R1. _ Insulation Approved By: / -- -------------------------- Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors `Demolition (Entire Bldg) - Give PCA handout to applicant ge _ Yes Occupancy MCES System or 25% Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width REQUIRED INSPECTIONS Sheetrock _ _ Final/C.O. _ Final/No C.O. HVAC _ Other Water _ Final Pool Ftgs Air/Gas Tests X Final _ Siding Stucco Lath Stone Lath Brick _ Air Test _ Final _ _ Windows - _ _ Retaining Wall Building Inspector POOL PERMIT - APPLICATION SUBMITTAL REQUIREMENTS Address: Applicant Name: Re?4 m i h-elr U o z GENERAL INFORMATION A ? ? Applicant - name, address, phone & fax numbers, signature 0 ? ? Property owner name A ? ? Legal description and address of property ,J ? ? North arrow, scale (1" = 30' or 40') and date ,21 ? ? Location and name of all streets adjacent to property ,21 ? ? Site Plan drawn to scale showing location of house, pool and other existing or proposed structures ,fZl ? ? Directional drainage arrows (existing and proposed) ELEVATIONS Existing A ? ? House corners ,0 ? ? Property corners ? J1 ? On property lines at point of measured dimension to pool (see below) ,?? ? a If applicable, ground elevation at each end of retaining walls and at wall's greatest height Proposed 4.0 ? Finished pool deck comers- Sties/ r ore e/e/a7F ?v J (a ly / c"er gARIA 46 ? Top of retaining walls (if any) and at each different elevation (if it changes -/,a(e/ 0 ? Z Pool bottom (or max. depth) DIMENSIONS Existing ,? ? ? All property/lot lines Proposed A ? ? Pool ? ? Pool ? A Short W?/l a hd ?YbP,2 d elmv(lols plus integrated deck/patio est distance from outside edge of pool deck to lot lines and house - e c/ude d sf A answ,171'; PR.fenn&rf ?,ne. Reviewed: 7110 /06 Name Date GFOaMS/Pwl Pc it checkliW06-02-04 S rveyor's Certificate SURVEY FOR : MILLER DESCRIBED AS :Lot 13, 1ck 1, MURPHY FARMS 3RD ADDITION, City of Eagan, Dakota County, and reserving easements of record. 857.3 857.0 BY hlJ?(p+n <?1 Date 7?21?0( RAG M RNCfnWREUNG i Exst. Tob=g11 C n 910.5 Z i 910>5 / ?J `roNE 39b?'t / \ 908.3 a` 9a6.1 1\1 1 25 B/B ' •" a // I ® ?/ I a I> I .' / t 1r111 A IN !irlr LLa // / ? t• s a?g 884.0 1f 1 856.1 V, 1 909.2/t / 903.5 95.7 00 ?' 897.5 1 \ 0 33' h/ oo g`%t896. 1 I , 1%4-conservation easement- I I ? \\ /4q°,a e. p 90 / I jno grading post the easements 08.0 /908. N°o \\% 37yo 0 j I `° I ?? I I O , - a ?" I sp 6. ,a I\ b' of I i I I O < 56a 1908.6 \ ydar?a s$/ . 3 -6 i 1`13 89 0 \\\ 1 909.1 \ o ry?atg \?4?b- ?? fi? j I I G1 ! \ I 4 I rri To ? \ 906.2 rv V\ I \ c0 ??? 892.7 I C 'll I P . LI, N tl 909.3 R. a O ut-I I ; 71 S O I 2. h \ m ami 60.1a ? ? ` ? O f 4 I i J 9081 00 Oo?a9e \\ ?y. m S"? ?y ^ ^ I I I ,, 9u6.I.,, . f I ? I 2433 _ / /"J/ I s'f 907.7?? runs 908.3 06.4 ??00 I I I o / o n ."\(ea I I to 9075 N7S p3. 03.04.8 w 2 _ -_-----------------'------------„- 896.0 886.0 'W 134.13 e717 539'32,47, a72.o s y K8 i "I r r ' -Lawn is Soddedt - i i Exst. L ?? [• rl'?_.)' Tob=908.3 , r r ' r ' r r .f LOT SQ. FOOTAGE = 31,097 HSE. SQ. FOOTAGE = 2,587 HSE. VS LOT FOOTAGE = 12.01% R/W I.fA'/) •i;, f RFt_if EKED 'Z *: dti PROPOSED ELEVATIONS SuFi ' -YUFi yvt'. 1 76 ' Top of Foundation = 909.8 '`":,1 ?:•,, .'ynr` Garage Floor = 909.4 ? A k G\``` Basement Floor = 901.0 r 11+ , Aprox. Sewer Service = 897.8 Verify Elev. Prior to Setting Proposed Elev. = Footing s to Maintain Sufficient Existing Elev. = Pipe Slope. Drainage Directions = Denotes Offset Stake = . SCALE: 1 inch - 30 feet REDLUM PL,INNINC BNGINBBRING SURVBI 2005 Pin Oak Drive Eagan, MN 55122 Phone: (651) 405-6600 Fax : (651) 405-6606 BENCHMARK, TNH® 12&13/1 El= 910.72 MIN. SETBACK REQUIREMENTS Front - 3o House Side -10 Rear - 15 Garage Side -5 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. DATE 1-45, O' J D. LINDGREN, AND SURVEYOR V 6o c70 N SOTA LICENSE NUMBER 14376 -45- 61 NO: 04R-679 FILE: MF3 191 q Z GAeyjf6 fd be? ?t.vN '? Caccr?i?f' pbJlj' ?Cc-vrr ?}w-aT / las r- 222- (233 Ds,?N p5cA--PE? / Itt?R.Q3c?L,- 6,,,a Rf eyk of 9qs pbuL 4ovf ?- 62 U, ov,tn 3o r 4" tacck 1,F t,,& „ PoJ it tb? 4 refs " I:? "(( it k 11, Ir GWuv.? C(f??ioN Al' Cwc? u{ rti.c(1 f etRIY7r-L, c-,4LG G/wur6 a+ Mrdd(e df owl( U ex4.s- PVA A.c? +? 1m kt- 8ql.(, 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan NIN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Requirements 3 registered site surveys showing so f: of lot, sq ft of house, and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes, poured found design, etc t set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 7W93 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form RemodeltReoam Requirements 2 copies of plan showing footings, beams, foists 1 set of Energy Calculations for heated additions 1 site survey for additions & decks Addition - indicate it on-site septic system Office ugg Only Con dsurvey Real _Y Tree Pres Plan Recd _Y Tree PresRenuired _Y _N Can-siteS?ligSys[em ?Y ,...,N 0n?40 At?Ivuh D- Date Site Address ?16Z P4 AAI ?y5?? ZZ Construction Cost ?tt7 Unit/Ste # Description of Work ! a?Ortu 7 ?[ ?/C? Sl' Multi-Family Bldg Y _ N Fireplace(s) 0 - 1 - 2 Property Owner ?1/G CC-?VICtE ?i?G Telephone #6!Z)?z3' X137 Contractor azt 6:4 2 V1 LL F 1 <jC Address 5 f, State dblvW- pd y r 17g- K W X Zip ??SfZZ City ?iFC iE+ Telephone #(jar2) ?Z3-7/37 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? - Y - N If yes, date and address of master plan: Licensed Piumbef V Telephone # ( Mechanical Contractor MAR 1 6 2006 Telephone #( Sewer/Water Contractor Telephone #( 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 NIN 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 which requires a review and approval of plans. /f 4,{?d N 10 t?l/' 4--1 Z, - Applicant's Printed a e A can 's t ture DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt-Multi ? 03 01 of_ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex 19 V Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex 1 ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair 33 Alteration ? 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors k34 Replacement "Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage_Yes Valuation © U-Q Occupancy MCES System Plan Review _ 100% or 25% Census Code lid Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED I NSPECTIONS - Footings (new bldg) _ Sheetrock - Footings (deck) Final/C.O. - Footings (addition) _ Final/No C.O. Foundation HVAC Drain Tile Other Roof _ Ice & Water _ Final Pool Air/Gas Tests _ Final Ftgs Framing _ _ _ Siding _ Stucco Lath _ Stone Lath -Brick Fireplace _ R.I. _ Air Test _ -Final Windows Insulation _ _ Retaining Wall Approved By: l , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total LL a`??` f A com lets TJ-Xpert framing plan requires the Trus Joist Framer°s Pocket Guide p See Trus Joist Framer°s Pocket wide for Product Trademark Tnformotion _ ~~TJ~~pertm H, HANGER LIST -Simpson Strong-Tie Company, Inc.® JOIST AND BEAM LIST Plot ID i Q Plot ID Qty Product Label Top Nails Face Nails Member Nails Note;> Plot ID Length Product. Plies Qty Hi i Hi 17 IUT3510 8-N10 2-N10 A36 36' 9 1/Z" TJI 230 joist 1 5 H2 H2 3 U3510-2X L30 14-N30 6-N10 (2) A28 28` 91'/2" TJI 230 joist 1 9 H3 H3 2 HHU5410 30-lOd 10-lOd A26 26' 9 1/2" TJI 230 joist. 1 1 A22 22' 9 1/2" TJI 230 ,joist 1 5 Rmi M3 Han er Note 2 9 Hanger Notes: A18 18' 9 1/2" TJI 230 joisfi 1 9 2 Web-Sti (2) Web-Stiffeners Required A16 16' ' 9 1/2" TJI 230 joist 1 20 A14 14' 9 1/2" TJI 230 joist 1 1 A12 12` 9 1/2'° TJI 230 joist 1 6 E A4 4° 9 1/2" TJI 230 joist 1 1 B20 20' 9 1/2'° TJI 230 joist 2 4 818 18' 9 1/2" TJI 230 joist 2 6 Mi 22' 1 3/4" x 9 1/2" 1.9E Microllam LVL 3 3 A16 M2 20' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 CS C5 Hdl-2t CS Rmi Hd2-2t E M3 18' 1 3/4" x 9 i/2" 1.9E Microllam LVL 2 2 ~ A22 2 2 M4 12' 1 3/4" x 9 i/2" i.9E Microllam LVL 2 2 M5 10' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 4 M6 8' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 4 M7 8' 1 3/4"x 9 1/2" 1.9E ~1licroiiam-LVL 3 3 M8 6' 1 3/4" x 9 1/2" i.9E Microllam LVL ` 2 , 2 HEADER LIST A14 E at A16 Hdi 10' 1 3/4" x 91/2" 1.9E Microllam LVL 2 2 Bki M2 C5 B18 Rmi N3 2 Hd2 8' 1 3/4" x ;9.1/2" 1.9E Microllam IVL 2 2 A36 Hd3 `1 3/4" x 9 1/2" 1.9E .Microllam LVL 2 6 B20 -E~~ Hd4 18' 1 3/4" x 14" 1.9E Microllam LVL 3 3 Hd5 10' 1 3/4" x 14" 1.9E Microllam LVL 2 2 H1 M6 ' ACCESSORIES LIST 2 Hl H1 uy ' ' A28 Rml 18' 1.1/4" x 9` 1/2" 1.3E Timber5trand LSL 1 13 N Bkl 1' 1 11/16" 9 1/2" TJI '.230 Blocking Panels 1 10 ~1 a Bk!* i' 9 i/2" TJI 230 Blocking Panels 1 1 .Rmi CS Wbl 6 1/Z'° 7/8" x 2 5/16" Web Stiffeners 2 12 Shi 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 53 16" Q E 1A Bk*, Random length blocking panel cuts ~ M4 I 9 - ~a, Bk, Blockir~ Panels;' Rm, Rim Board Rm _ ~ ~ - ® A16 1 2 /2 Q 3 b i~ ~H3 A4 / ' ~ ` 2 A16 Ali3 Z~ ~ ~ y ~ j m a -o C 5 N 3-it _ - . , . C5 2 Rml CS CS _ - - , Rmi E EI at b ~ ti E ~ Ml 3 1 Nd3-lt Rmi '2 0 S o~ , u' ~ill5~ ~`fi`bl~°(~ LEVEL NOTES File Name: 05-MN790-43.J06 Level Name: SECOND FLOOR CREATED BY Plotted: 9/16/2005 08;57 Weyerhaeuser Company Design Status: 700 Emerald Street MAIN FLOOR.....Not Designed f SECOND FLOOR...9/i6/2005 08:27 St. Paul, MN ;55114 ROOF...........2/3/200514:56 (6.5137-0455 S o- s . NOTErLevel design times indicated above provide FAX: (651)637-0419 a assurance for proper` evel stacking. Design Methodology: ASD Floor Area Loading Is: - SYMBOL LEGEND 40psf Live Load and 10 psf Dead Lond 0 point Load Operator added additional loads.. Line Load Maximum Joist Deflection L/480 Live Load Area Load L/240 Total Laad TJ-Pro Rating Information:. 860 Beam By Others Weighted Average: 45 ~ Detail Callaut Label Lowest Rating: 36 (See Framer's Pocket Guide) Highest Rating: 70 Glued & Nailed Deckinq is Required Hd-t Header, and -t indicates quantity of 2x Direct Applied Ceilinq of 1/2" Gypsum is Required trimmers' required at ends Floor Decking: 23/32" Structurwood Edge Gold (24" SYSTEM WARNINGS Span Rating) JOB COMMENTS Normal O.C. Spacing =16"* 3 Skew cut ,joist ends at all skewed support locations. PLAN# 41107 *Unless noted otherwise' Page 2 of 3 LAMPERTS - APPLE VALLEY Layout Scale: 1/4 V FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Ypert 6.46 (p861) C6.40 D6.40 $6.40 P6.40 PERMIT City of Eagan Permit Type:Building Permit Number:EA116517 Date Issued:10/08/2013 Permit Category:ePermit Site Address: 3962 Greystone Ridge Lot:13 Block: 1 Addition: Murphy Farm 3rd PID:10-49502-01-130 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Laura Gillespie Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Darin Oenning 3962 Greystone Ridge Eagan MN 55122 Able Restoration Group Inc. 17316 Kenyon Avenue, Suite 103 Lakeville MN 55044 (952) 378-5000 Applicant/Permitee: Signature Issued By: Signature Quad D.E. Cartridge Style Filter Fiberglass reinforced polypropylene tank for long life -- will not corrode Tension Control clamp for secure closure 2" plumbing connections for maximum flow Conveniently located 2" drain for easy and efficient cleanout and 100% draining Model Number Filter Area Sq. Ft. Vertical Clearance* Filter Diameter Flow Rate GPM Turnover Capacity (Gallons) Res.*** Comm. 8 hours 10 hours 12 hours QUAD 60** 60 62" 21.5" 120 I20 • 57,600 72,000 86,400 QUAD 80** " 80 68" 21.5" 160 150 76,800 96,000 115,200 QUAD I00`* 100 74" 21.5" 160 150 76,800 96,000 115,200 * Required clearance to remove filter elements ** NSF listed *** Maximum flow rate The highest water clarity with the lowest amount of fuss The Quad D.E.'' combination of diatomaceous earth (D.E.) and cartridge element convenience means better performance and longer periods between cleanings. Because D.E. removes the tiniest of contaminants —.particles as small as five microns — you can count on clean, crystal-clear water for years to come. • Manual air relief valve and continuous internal air relief work together to maintain efficient filtration. • Durable 8 oz. polyester cartridge media has super -slick surfaces, making them easier to clean than conventional cartridge filters. • Attractive almond -colored tank blends into any backyard environment • One-year limited warranty. See warranty for details. Cartridges are designed with slick surfaces so dirt easily rinses off. Remove and rinse, or rinse in place. Or, backwash and re -charge like a traditional D.E. filter. Note: Must use a HiFlow' Valve (Part # 261050) or Slide Valve (Part # 263034 or Part # 261 165) when plumbing filter with a backwash valve. Available from: NED DIN I air PEC IONS DIVISION n� Pool Products® Because reliability matters most® www.pentairpool.com Phone: 800-831-7133 Fax: 800-284-4151 pumps / filters / heaters / heat pumpslighting / automation / li htin / cleaners / sanitizers / maintenance products ilj 12/05 Part # P I -035 ©2005 Pentair Water Pool and Spa, Inc. All rights reserved. Standard features include: • Lower operating costs. Less horsepower needed to produce required water flow, even when used in pool/spa combinations and when operating in -floor cleaning systems. • Thermoplastic, brass and stainless steel components are strong, durable and corrosion resistant. • Easy -off strainer lid locks in place with a simple quarter turn—no tools required. • Efficient and dependable—saves you money on operation and maintenance costs. • Specially engineered for quiet oper %Lu l.3 Ultra -efficient, ultra -quiet, ultra-reliable—that's Ultra -Flow The right pump should circulate all pool water at least once a day...as efficiently as possible. Greater efficiency means lower utility costs...and the key lies in the heart of the pump's design.The secret is to minimize friction and turbulence. Less friction means greater efficiency. Less turbulence means less noise. That's why all Pentair pumps feature a proprietary hydraulic design that's been refined over 40 years for superior flow.They are so efficient they often deliver the required performance using smaller horsepower motors -which cost less to run. Ultra -Flow delivers this energy-saving performance, ease of maintenance and service, -as well as long-term reliability. MiniMax® NT High Performance Propane Gas Pool and Spa Heater 74q/3 The new standard in pool heating efficiency Today's heaters from Pentair make extending your pool season, adding to your comfort, and maximizing your backyard enjoyment surprisingly easy and affordable. They heat up fast.They are economical to run. And they're built to last for many years. The MiniMax NT Propane heater features strong corrosion resistant stainless steel burners, durable headers, a composite top, and a weatherproof anodized aluminum exterior. MiniMax NT Propane also includes ceramic fiber tile insulation and "intelligent" controls that sense water temperature and pressure for optimum flow. It also features energy-saving "Hot Surface" ignition, fast heat -up, and exceptional efficiency for lower operating costs.What's more, with its space -saving, low profile design, the MiniMax NT Propane will blend easily into any backyard decor. In short, the MiniMax NT Propane heater is the most technologically advanced heater we've ever developed. And it's available in models to meet any pool and spa heating requirement. The "Digital Display Temperature Controller" (DDTC) allows simple and accurate control of all heater functions. LED lights display error codes for monitoring system status and troubleshooting, and temperature is continuously displayed. Standard features include: • Thermal efficiency in excess of 82% for minimum operating cost. • Long -life corrosion resistant composite header system integrated with premium copper high -fin heat exchanger for maximum thermal efficiency. • Higher water flow for better heating efficiency. • Silicone -sealed combustion chamber system helps minimize fuel consumption. • Ceramic tile insulation prevents heat loss for greater heat transfer efficiency. • A digital micro -processing thermostatic control system (DDTC) offers precise temperature control to maintain desired water temperatures in pool/spa combinations, without overheating or wasting energy. go Pat long-lif tpa •'n, and sc 00 0 x N plug 1` 42. W N C V 10 a0 0,1 00 '1 -4,- /10 \C) •-<2.„--;? • C ; I ' 1. _ 4--- -;77—t v -'-:. 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Pic, t't 1 /\! - 1- 0 - a ,A ,t t -4(i fi'l 11,(14 - ' VA j., ...... ;-+ rfr(- • ''.:> il ,:4 t-- w \ik A E v•I ' ks L- t -I AL,L. ,f^c) c.; Co••." -y ri •21-:,•:;-- t ; t -.-l1; a.- 4j (-` „. ••, 4 1/?..:' ct, tet ' I •I • ! •• ;•-",-- 1 , (1, tt.!, t it' ; h 1„) 1(Z-' T. , T • -;:.;• • / • / .4.,;•••• Ftt--14, . ,t;. • I ••./ / ye+ v- 6,9" 1,4 ij , t t•i,3 ; ) „t • ;‘, t- .•-•• t‘i ';1; • 1; - QJ I:t -114-7:1211111111.117-11t1H 1 -- r: 1 -----7t7----7-7----;1-cr--711:1:1tilli -JLJ [1 ill ----1 ,,-----: 1 I ! 1 , ; , 1 ! , I 1 42..1-4.i v.0,7z A. • - (.• ; 3- :'t=J I . • i'? - 1 7 il , • H i :- I •---; L. • ft -2 • •, I , t � Use BLUE or BLACK Ink � �-----------------� � For Office Use � I � `_\� I ��� ���� �� I Permit#: ��J � � � I (� I � Permit Fee: � � 3830 Pilot Knob Road � �,-I Eagan MN 55722 � Date Received: ' c�-��-�� Phone:(651)675-5675 � I Fax: 651 675-5694 , � Staff: � ) I : , � � ; . . �—————————————————— �. 2015 RESIDENTIAL BUILDING PERMIT APPLICATION � (� 5"=�l'��. Date: � �� Site Address: ��'6 a� G�'e��-��� 1`-J� Unit#: /t 1 �� n � Name: � f r n �)�r c Phone: � ��s!(��Ci#'/ � ��,� Qy���� Address/City/Zip: ���Z 6<<�St��'� �i"�f� ' Applicant is: Owner �Contractor .�.�������C� Description of work: G � ` Construction Cost: S Jv d Multi-Family Building:(Yes /No ) � Company: 1�J��✓��Ca�tL Q���S ('ontact: �S � �tkf"c"`, G�fItCaC�E)C ' Address: ���� Z �ac.G I�'.. C"j" City: �i 1��G�'r/� r'>�,-- /� D State: ��'Zip:5 S�`�`� Phone� �o�' S l Email: �t�S �(�'"p(�',���R �����4�'-. License#: �7�`�(�DU�2 Lead Certificate#: � If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) 13UJ�r/iy �,a�.Tj` �'/ COMPLETE THIS AREA ONLY IF CONSTRUCTINCD A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: � Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer 8�Water Contractor: Phone: NBTE.Pf�tts arrd supportPrrgr�cer�fs that yar�su�rmit�ne eo�zsidere�f t+�be pc�blic i�form�crr�.' P�rtir�rr�af_ ' the intor��#ivrt may be class�ed as�c�+t public�f�t�tt provide spr��ific reat�+�rrs#�tarf r,rc�uld perr»i�tfte�ity#o t r« �vr�clude th�at they�re trade secre�s. ' CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection ag;ainst underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.ora I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building pertnit issued in accordance with the Minnesota State Building Code must be completed within 780 days of permit issuance. x ��S � ,Zo�u.,�- X ► ApplicanYs Printed Name App a .iignature Page 7 of 3 - '�{ �,�. C,�. 5�,� �,�c,. � _ `-D NOT WRITE�ELOW THIS l�llVE �,���C� SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration (Single Family) Single Family Garage Porch (4-Season) Exterior Alteration (Multi) _ Multi � Deck _ Porch(Screen/Gazebo/Pergola) Miscellaneous _ 01 of_Plex _ Lower Level _ Pool Accessory Building WORK TYPES � New Interior Improvement Siding Demolish Building'` � Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration Fire Repair Windows Demolish Foundation _ Replace _ Repair Egress Windc�w Water Damage _ Retaining Wall 'Demolition of entiire building—give PCA handout to applicant DESCRIPTION � Valuation �(� Occupancy G.. 1 MCES System "'' Plan Review Code Edition pl SAC Units �"' (25%_ 100% ✓ ) Zoning ^� City Water -- Census Code �Js�i► Stories --- Booster Pump --� #of Units / Square Feet �/U PRV � #of Buildings I Length ���_ Fire Sprinklers � Type of Construction —� Width /�{ REQUIRED INSPECTIONS Footings (New Building) Meter Size: � Footings (Deck) Final /C.O. Required Footings (Addition) � Final/No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace: _Rough In _Air Test _Final Siding:__Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining WVaIL•_Footings_ Backfill_Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls ��,,,_.— Other: _ Reviewed By: � , Building Inspector RESIDENTIAL FEES II ase ee ✓ Surcharge O`/(� ,� A,��r/�If,� /� � 31�� Plan Review „�f 7 � MCES SAC City SAC Utility Connection Charge S&W Permit& Surcharge Treatment Plant Copies ,;��' TOTAL Page 2 of 3 ,� , � . . � 1 �'�.,�rv e ■{,,//�/ �o r s Ce r�z z c ac �e � . R./ r r. � SURVEY FOR : M3LLERVILLE DESCRIBED AS :�at 13, Slock 1, MURPHY FARMS 3RD AODI�fOfV, Crty of Eagan, Dcricotfl Caunty, Minnesota and reserving easements of record. �7� 85i.0 ����� �y ��� ^ r,`�, � ,�� � 9�t� . _-: � ti , . � � � � yl � � '���M, r/ � � �lGC�te �/ ' � 4 P �� / lr"'��j lN •' I ti ,t�r„� o ���l� r ��t�ri � �� �' ` �j'o � .- / �rA o � d�' �a4.a �� / ` t ' d�'� � ` � � � o � � �a ,� .� ' 1 ; ''� � ���' ��' ,.�' ' t � � � , � EXst. �4�� ,�� 1 � 858.0 r 7ob=9r1 p i / L �h� � �. ���.��1.�z5 �`� �O� y/ � 1� 8561 i • 1 �,,9��-��'� �1`'� , �.5� '� y � � � . . / i � , � � l � k� �J / , / , � �` i � S I � ` `` • ��509.2�� s f I 1 ,`` , }�' ,� ��G� I � \ � 902.3 'w:; � I I ! / � � ( { � I I ° �O�� i O la B97.5 / � '�,,,, ; o CJ 0 � a� �� �� � r ( I � �°� / �' ' � �o � 8 . �, �``�—conservatfon eosemant— , '� /�? �\ S�,/'sb,�. �90 +a� ( �,, ,, �,no grading past th� e�3ament— ( 9d8.0 �i �� � , �V��,��+ � / i n � �` � i � I '� r 4 ri "� � ���" O � ( � o l� . �' � ''- ,` �''.yy 0 �°�. � �a� tl a� . 1 � ,4 � v da � � d� 1 . � � �i�g'� '�' 'O� 89 � I � � 908.3 1 `D 'L.yd."�' \,r. ` � ; � 1 , 909,1 � '� \e� � ,y ��'6� F;r % ITI i / m 0 \ v i � � � 1 . 1�, 1 0 `� V1'L' •� � I 1 �v ,� ,--�" � .� �• � �• . 908.1 1 �� ,�y ,� n.mm � j � , � c3+ N 1 �,�,909. c�' � ?. a.�..d«a�e �, ���� I � V � I `Z. a t�+ 1�''��� molntaN 3te1 i��.. l Q � � ?�����" `� � �d4 ���� � � � ti � a s I � / � °� 4�°�' - � y � I � �� '"i I I907.9 � �N/ �,��_ �4.�,� --� �. ' ti I � �"-3 4 .# �,a �'' � \ � na '_�`"��.� c� F � ,,t<°° /�r� I f to Q�E � so�. �7Sp�.�3 � �"1 ` �� ____ -�_--�--------------1� i � � � � � M 1 F � � Y� ^~��s� � ~— � ^ „ R 39���'� ' r I907.B' 871.7 G r, ,_ -. � ass.o �89'32'47"W 134.�3 , � --_ � a�a:a ` ' S ����� —Lawn is S�added� • !� �� r � �_� f fr ��? � r. �' w e . . r ! �7(St. � J 4���i i i�h `r��J� Tob�g08.3 rr � l f r ��t � r�,l r � � ,. �g r � � 1 �� L�T SQ. F00 TA GE = 3�., 091 3a.fl HSE. SQ. FOD TA GE = 2, 587 E��!`.� �-1.�� VS L D T F00 TA GE = 1�. 0�.� F�E�'��-���'I�D �v: � R ,..� .0 t�����'E:__��t�f� ��,.������J� �.#. "'�T:;�iC3�S L���1l�9C��1 ilF;:tll{F/J,• PROPOSED EL�VATI ONS .•{�;`.�.��q�f����rl ;�;�r�,��� •e,�,ti <,,�, BENCHMARK, 7op of Faundation = 909.8 : �,,'.� :� ": � ��� �� TNHt� 12&13/1 Garage Floor – 909.4 : ��GI�;y�z��.:�`�= - , ��;r; � ��?r�� : � EI= 91�.72 8asement Floor = 901.0 ���''v'�'Ya�'� ;�� Aprox. S�w�r Service = 897.8 Verify Elev. Prior to Setting '� �r: � :� = Praposed Elev. � �j FaQtin�s to Maintain Sufficrent �-,.,�,�.� , :��",� � �`` ���� • � MIN. SETBACK REQUIREMENTS ' Pipe ope. '•y'R4 . ,, „ . i:. ' Existing Eiev. = i,�,�y����e1'��Q`�4 ' Drainage Directions = --- Frant – 30 Hause Side –�o ' Denotes Offset Stake = • SCALE: t inch •• 3a fest Rear – t5 Garoge Side –5 �— 1 HEREBY CERI�FY 7HAT THIS IS A TRUE ANO C;dRRECT REPRESENTATION ��B N�: � �' t}F THE BOtJNDAREES OF THE ASOVE DESCRIBED PRbPERTY AS SURVEYEd �4�-679 � r»A�"r .� ;�, k% :� _'�` BY ME QR UNDER MY OIRECT SUPERViSIdN AhtD DOES NOT PURPORT TO �, SHOW IMPROVEMENIS QR ENCROACHMEN75, EXGEPT AS SHOWN. B04K: PAGE: PL,iNNING �'NGIN88RINC SU�Y�'YINC � « 2005 Pin Ook Drive Eagcn� �!N 551�2 QaT� _�_/.�/.Q,,,,,� " �� CAd PILE• � Phone: (651) 405-6604 Q. L.INDGREN, LANO SURVEYOR Mf3 Fax : (651) 405-660B �(1 ��� N S(}TA LICENSE NUMBER 1437fi PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA144498 Date Issued:07/28/2017 Permit Category:ePermit Site Address: 3962 Greystone Ridge Lot:13 Block: 1 Addition: Murphy Farm 3rd PID:10-49502-01-130 Use: Description: Sub Type:Residential Work Type:Replace Description:Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 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 - Darin Oenning 3962 Greystone Ridge Eagan MN 55122 Haley Comfort Systems 4320 Hwy 52 N West Frontage Rd Rochester MN 55901 (507) 281-0138 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA154466 Date Issued:03/25/2019 Permit Category:ePermit Site Address: 3962 Greystone Ridge Lot:13 Block: 1 Addition: Murphy Farm 3rd PID:10-49502-01-130 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 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 - Darin Oenning 3962 Greystone Ridge Eagan MN 55122 Tony's Appliance 2090 County Road 42 West Burnsville MN 55337 (952) 435-2442 Applicant/Permitee: Signature Issued By: Signature