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2249 Wall St 2007 RESIDENTIAL BUILDING PERMIT APPLICATION ~go~ gD. r0 Ciry Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 T&( 7O, 5q Telephone # 651-675-5675 FAX # 651-675-5694 New Corahuction Reauirm~ents RemodaVReoa"v Reaulreme~tls Ofice use OnN 3m9Msed sb mve'S dwh9 $9. ft d kt s7. R d hase; aM aN ioofed areas 2 cepies N Plan showiig fioCngs.6eaM joists Certof Swvey Recd X-Y_N (20%mmmmunWtoDvaNeallaved) lsetdFreigyCalpAatloisfarheaW atlCitiars Sa15Reparl Y V N 7 Sais Report "rf pioposeC buld'nq'x Ao be placed m d'sMbeO soil 1 siBe wrvey far add'ih'ois 8 dedcs Tree Pres Plan Recd Y 17 N -2 cxpies oF pWn shwing bean 8 rindax sizes; pdued kuntl desgn, etc. AdrfN'on - indr~e ilon-sile septlc sysfem Tree Pres RepreC YX-N -1 set of EneFgy CalculaAOns O"b SePtic Sysfem _ Y L~ N ~JIA 3mpiesdTreePre.s~.wation%m 'rflalPlatteda8er711f93 5Ul- ~ Lj 78dq 7 'Rim Joisl Detad Opfims selecGm sheel (buNEings wBh 3 a less uNls) ~t I / Afnn¢gasco metlnaNpl vatlatian fomt o ll ] .0 Plans are considered ublic information unless ou state the are trade secret and the reason. D8te 6 , 3, e`I ~,I c~,]~ Coos~~,oo Co~ Site Address I.t~ I ~T rt' ~I ~ Unit/Ste # C n ~Z1iS l~ ODC 14c• Descriptioo of Work NQrAa l M V lj71 ' Multi-FamilyBldg _ Y N Fireplace(s) _ 0 _ 1 ~ 2 Property Owoer Telephone !k ("Nx 2"1 D Cootractor VPn nbk 'Q,-m &6 I I~ L) R Q. Address . e e city r 5~ 1 state MIV zip i'}~J 7 Telephoee # c95, ~ `7 ~jD- 300fn_ COMPLETE THIS AREA ONLY IF CONSTRUCTIN6 A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . ResMenHal verhilation Category 1 Worksheet . New Energy Code Waicsheet (J submission type) Submiltee SuDmitted • Energy Envelope CalculaHom Submipetl In the last 12 mon~ has ihe City of Eagan issued a permii for a similorplan based on a masTer plan8 _ Y N If yes, daTe and address of master plan: Licensed Plumber VQr ( fm NtMbIVI& Telephone flip6l "Tm^ I OOt"T Mechanical Coniractor LQr ~ NtPIIQ/~~ 1) Telephone #~l *1561 I (P 0 Sewer/Water Contractor Telephone #(65t "rkDb^' 1S014 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 stazt without a permit that the work will be in accordance with the approved plan in the case of work whieh requ'ves a review and approval ofplans. OhP,~ Ku"AW ApplicanPs Printed Name Applicanfs Signature MAY 2 4 2007 v,+~n~a1 j~vv~ DO NOT WRITE BELOW THIS L1NE Sub Tvnes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SFDwelling O OS Wplex ? 16 Fireplace ? 27 Porch(3-sea.) ? 31 Ext.Ak - Mutti ? 03 01 of _ plex 13 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex O 18 Dedc ? 23 Porch (screeNgaze6oJpergola) ? 36 Multi Misc. ? 05 03-plax ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscelianeous Work Tvoes ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? ~44 Siding O 32 Addkion ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Nfindows/Doors ? 34 ReplaCement `pamolitlon (Entlre Bldgi - Give PCA handout to applkaM DCSCI'iDti011: WatOr Damage _ Yes Valuatioo J 7 a7 0 0 Occupancy MCES System Plan Review ~ 100% or _ 25°k Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs ~ Length Fire Sprinklered Type of Const t//L Width REQUII2ED INSPECTIONS ~ Footings (new bldg) Sheetrock _ Foofings (deck) ~ Final/C.O. Footings (addition) _ FinaVNo C.O. Y Foundation _ HVAC Drain Tile Other Roof Ice & Wffier Final Pool F[gs Air/Gas Tests Final ~ Fcaming _ Siding Stucco Lath ~ Stoce I,aW _Brick ~ Fireplace R.I. Air Test ~ Fina(,~ _ Windows ~ Insulation ~ _ Retaining Wall Approved By T-2" Building Inspector Base Fee il----------------/~ ~ Q Surcharge Plan Review MC/ES SAC 7~, 7`~ Ciry ~C Utility Connection Charge S&W Permit & Surcharge Treatment Plant J License Search Copies O 0 ` 5.~ p(7 V G~ //J other Total ~ C~ ~717 Pamit Number RFScheek Compliance Certificate Checkefl By/Date 2000 M'innesota Fnergy Code RE5check SoBware Vession 3.6 Release 2 Data Elename: C:\Program Fi]eslCheclclREScheck12249W WFAL.MODEIA52207.rck PROJECT TITLE: FALWWMODEL COLTNTY: Scott STATE_ Minnesota ZONE: 2 CON5TRIICTION TYPE: Single Family WIlVDOW / WALL RATIO: 0.11 DATE: 05122/07 DATE OF PLANS: 07/22107 PR07ECT DESCRIPTION: 2249 WALL STREET DESIGNER/CONTRACTOR: VENNEHTEM BUII,DING CORP. 2500 WEST COUNTY RD 42 SUITE 9 BLJRNS VII.LE,MN. 55306 COMPLIANCE: Passes Macimum UA = 512 Your Home UA = 414 19.1%Bettex Than Code (UA) Gross Glazing Area or Caviry Cont. or poor Paimeter B-1' ug -R-Vilue 3i:F.acS.4S 3iA Ceiling 1: Flat Ceiling or Scissor Tmss 2067 38.0 0.0 62 Wall I: Wood Fnme, 16" o.a 1985 19.0 OA 117 Wall 2: Masonry Block with Empty Cellslnterior Insulation 785 10.0 0.0 34 Window 1: Above-Giade:Vinyl Feame:Double Pane with Low-E 395 0.350 138 Door 1: Solid 63 0350 22 Wall 3: Wood Ftmne, 16" o.c. 692 19.0 0.0 41 Fumace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 10 SEER Proposed and Mazimum U-Factor Averages Proposed Maximum Avecage U-Factoc Allowed U-Factor Above-Grade Windows and Glass Doots 0.350 0370 Includes Foundation Windows > 5.6 ff2 COMPLIANCE STATEMENT: The pmposed building design described hece is cansistent with the building plans, specifications, and other ralculations s itted 'th the permit appliration. The proposed building has beeu designed to mcet the 2000 Minnesota Eneagy C,e requi ents in RESch~k Version 3.6 Release 2(~nnaly MECcheck) and to comply with the mandatory raqui ents li in the RESchecF Inspection Checklist. BuildalDesigner - Date S ' LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERN LEGAL: isJ 1.?ooJ.5 OV in-{'4 &J- DATE OF SUR EY: :C/2,~OrJ LATEST REVtSION: m ~ c m t U O 'z ¢ DOCUMENT STANDARDS ,;a . Registered Land Surveyor signature and company ~ ? ? • Building Permit Applicant ~ ? ? . Legal description p7 ? ? . Address ? ? • North arrow and scale ,B • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ? 0 • Diredional drainage arrows with slope/gradient % . Proposedfexisting sewer and water services & inveM1 elevation ? ? • Street name ~H ? D • Driveway (grade & width - in RNV and back of curb, 22' max.) ? ? . Lot Square Footage ~ ? ? . Lot Coverage ELEVATIONS Existin ? ? • Property carners ,B' • Top of curb at the driveway and property line extensions ,8- • Elevations of any existing adjaceni homes .B' ? 0 • Adequate footing depth of structures due to adjacent utilily trenches ~ ? ? . Waterways (pond, stream, etc.) Prooosed '0 ? ? • Garage floor 0 ? • Basemenf floor ~ ? ? . Lowest exposed elevation (walkout/window) ? ? . Property comers f~ • Front and rear of home at the foundation PONDING AREA (if applicable) 'K ? ? • Easement line 'R ? ? . NWL ,B ? ? • HWL ? D • Pond # designation ~ ? ? . Emergency Overflow Elevation jb O? • Pontl/Wetland buffer delineation Y . Shoreland Zoning Overlay District Y U • Conservation Easements DIMENSlONS ? ? • Lot lineslBearings 8 dimensions • Right-of-way and street width (to back of curb) R" . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all strudures requiring permanent footings) 0 • Show ali easemenfs of record and any City utilit'res withirt those easements g? 0 • Setbacks of proposed structure and ' e ard setback of adjacent existing structures ~ ? ? . Retaining wall requirements: Reviewed By: Date4/z9~7 G:lFORMSlBuilding PertnitApplication Rev. 11-26-04 , ZZ49 WALL STREET CERTIFICATE OF SURVEY For: Vennehjem Building Corp. RFLYa RMWR ; PROPERTY DESCRIPTION: Lot 6, Block 3, WHISPERING WOODS NINTH ADDITION, Dakota County, Minnesota. We hereby certify that this is a true and correct survey of the above described property and that it was performed by me or under my direct supervision and that I am a duly Licensed Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this Z3 ~day of , 2007. James R. Hill, InC., &:WED [ By gy Dace s~/29/07 . Gar n, t~Fesota L.S. No. 71529 ~GAN ENGUIEERaNG °Eff. No es: 1. Building dimensions shown are for horizontal & vertical placement of structure 0 Denotes set spike only. See architectural plans for buildinq o Denotes set iron monument & foundation dimensions. 927 6 Denotes found iron monument Denotes existing elevation 2. No specific soils investigotion has been (930.0) Denotes proposed elevation com leted on this lot b James R. Hill, Inc. - Denotes proposed drainoge P Y tc Denotes top of curb The suitability of soils to support the specific h0US2 proposed IS not the responsibility of BeflCh Mark: 958.06 _TNH-SOUTH SIDE OF STREET James R. Hill, Inc. or th2 SUN2Y0r. ACROSS FROM LDT 4& 5, BLOCK 3 Proposed Goroge Floor @ Front= 957.4 3. No specific title search for existence or non- Proposed Garage Top of Block= 957•8 existence of recorded or un-recorded eosements Proposed House Top of Block= 957.1 has been conducted by the surveyor as a part Proposed Lowest Floor- 949.0 of this survey. Only easements per the recorded plot are shown. 4. Proposed grades shown were taken from Bearings are on assumed datum the grading &/or development plan prepared by Scale: 1"=30' NYHUS ENGINEERING ~ w n -o Jarnes R. Hill, lnc. ~ cn o m o° o o ° ~ o-o n PLANNERS / ENGINEERS / SURVEYORS m m~n oo D r~ 2500 W. Cll: Ro. 42, &tE 120. Buleuxt& YN 55337 p F z Om o Z ~ m aHor~: (s5z~so-soaa Fax: (ssz)aso-s24a W o N J j 1943 94m LuE NE, Sm B. BmE IAN 55449 o F PHONE (763)792-1136 FAX: (763)792-1743 4WALL STREET CERTIFICATE OF SURVEY For: Vennehjem Buildirig Corp. Lot 6, Block 3, WHISPERING WOODS NINTH ADDITION Tree Preservation plan Pre House Proposed Post House Development Construction Tree Preservation Constructio Const. As-Built Post House Const. As-Built ~ w 0 w o > z o > z j N o t= w w ~ o Q ~ W X O Q ~ W ~ Z POINT N0. ELEV. TYPE DIA w Lif LLJ ~ 7563 941. CHERRY 6 X X 1564 41.9 POPL R 10 X X 1565 943.8 AK g X X 1566 944.5 0 LAR 70 7( X 1567 944. OPLAR 11 X X 1568 OAK g X 1571 939.1 OAK 7 X X 1 72 40.5 POP A X X 1 3 9 8. OA 8 X 1 943.7 CH RY 7 X X 7 7 4.9 CH Y 7 X X 1 6 947.5 H R Y 6 X X 1 943.1 AK 6 X X 1 94 .5 HER Y 6 - X 1579 94 . OAK 72 X X 7580 940. OAK 10 X X 1587 4. OA i X X 7562 46.4 OAK X X 756 49.1 0 K 9 X X 15 4 49.1 OAK 20 X X 1585 46.8 AK 1 X X 1586 948. OAK 19 X X 1 7 94 .4 OAK X X 1588 9. CH RRY X X 158 948.8 CH RRY 1 X X 1 0 947.3 AK 6 X X 1591 944.0 13 X 1 9 945. AK 10 X X 1 9 946.4 P AR 12 X X 1 94 946. P P AR 10 X 1 9 949.1 K B X X 1 96 4.4 H RRY 12 X 1597 4.9 OAK 10 X X 1598 940.7 PDP A 6 X X Preliminary Tree Certification During o site visit on March 14, 2007 all significant trees shown and designoted hereon were present ond in good health, except as noted in the table above. x 0 The house has been staked. Tree fence will need to be placed outside the dripline of all significant ~ trees to be saved. Future qrading and construction should not have a negative effect on these trees. ~ 2 0 Date: ~ xz 07 By. Date: Qi Gar a, innesota L.S. No. 11529 $igna1ure of Owner C~ e Scale: i"=30' Page 3 of 3 James R. Hill, Inc. N zZ4 WALL STREET CERTIFICATE OF SURVEY For: Vennehjem Building Cor~.....m ip. POND #E-za or Retaining YVall Wiq NWL=936.6 < ~ B8 R6QU1f9d HWL=939.1 OO~~ ~ 9~5~1 9363/ ~ 9~ 5 F E. 9 ~ 9~~\`\\`~ co ~ ~g 9p OB EE PR~p gE PS~o~~E gr'~ 3s ~ O~ ~ ~~R E 'C pGK 94, Z/ x9 01571 958 f E 5. 'o EPC 5~ SEZg /05~/ 6 c~ issa 15 s56~ 01573 ~ 439 issa 1572 `i p\NPG ~ pER ~ \ ~„~Q e~/ ~est = 5 - isee ~PSEM~N 4, 4 e~ ~ > 2 L_ V I es ~ 1567 01580 3 V' J g_ 9kR ~ AA N IT , . i57a ~ o vn..r-~i v i ni 7e /ispa~1 (9qi~ ,~u\~ Cf W is OPOSEGlie%i is a ~ 1597 ~a ~n.9, /PR 1~p~N iss ^ ~eOWROL - I rlT 7 1582 L_U I i%90 1593 5 9~ t~V Z NM3 t565,~7( N rn~ ~40 ~ BENCH MARK ~c cn isea ° s? ~ 6 kl ss ~ N~ TOP OF SPIKE G N ir \ ~ 5 ^ ELEV.=953.44 0 CPRP~E ~ S ' ~ 0 95 ~ / 4E~ G. {~J~~,48 4 Ztc LO gss 6 g O50 1 / o / O f o ~p o 0 5~ 1 / ~ ~ E~E g5q A~ 95 . BENCH MARK ROP p.Y / ~ TOP OF SPIKE pR~'~E~~~ y+ ELEV.=955.87 c' s $RJ' ~Q:J O ~ C. ~1-10 ~ a 0 ~ ` g5 •2 ~ < 555 1<*~ ~ ~ ? ~ ~e ~ A 9nIMnS~44~.` ~OM@W IJMJ ar J flr ZQ0 ezm ~ p PROPOSED HOUSE = 2,665 SQ.FT. ~ 'o 0 o OR 20.0% OF LOT AREA o DRIVEWAY = 717 SQ. FT. V 0 SAN. SERVICE INVERT LOT 6= 13,329 SQ. FT. ELEV.= 946.93 PER AS-BUILT PLANS ° scale: 1 "=30' Page 2 of 3 James R. Hill, Ine. INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL pK BUILDING PERMITS PROPERTY LEGAL: PROPERTY ADDRESS: ya-- INSPECTOR: ~i ' ~`;..y L•fl•/1c:.hZ~/ ~ INSPECTION DATE: tj+ b O~ a"i o a } Z Z SITE GRADING . .t7 ? 0 All slopes 3:1 or flatter? Slopes steeper than 3:1 require retaining wall. Are retaining walls present? jd Does grading conform to As-Buiit Grading Plan (+l- 1 foot approximately)? Does perimeter grading tie in well with adjacent properties/undisturbed land? Rt is there proper grading and/or drainage around Lookout or Egress Windows? EROSION CONTROL o?~~ Is Silt Fence (or approved equal) installed and in good working order? if ~q,, Is Sod/Fiber Blanket instalied behind curb? ? ~ fLl y~~~(;,i Is the Rock Construction Entrance/Driveway installed and in good working order (proper r3~ type/size of aggregate, clean-not covered with soil, etc.)? 91 Is temporary vegetative cover w/ mulch present? j/ ? ? Is permanent vegetative cover w/ or w/o mulch present? . (circle (Tne) CITY EASEMENTS AND UTILITIES f~ Are all easements clear-no part of any building/deck/porch/retaining wall/etc. encroaching in easement? ? Are catch basins present within the property or in the street in front of the property, if so are they clean, do they have the proper erosion control in and/or around them? ? Does the propefty have an Emergency Over Flow (EOF)? This can be found on the Certificate of Survey. If so, is it present and has it been graded properly? MISCELLANEOUS ITEMS ?~i ? Is there tracking present on Public Right-of-Way/Street from construction site? ? Is fhe driveway at the proper width at ROW line? (22 ft, max.)(Curb stop is ai ROW line) Is the site clean, no trash and/or construction debris lying around? Was the proper type of building constructed according to the approved grading plans? . (LO WO F@, R, etc.) , Siteaddress: ~~qa WWi1 J*jy~{ Lotk Block~ Subd. h1 IYl q dd. 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 Ea3c,n is reauiring that the following information be submitted prior to issuance of a CeRificate of Occupancy. ~ 7his structure: is constructed to meet minimum requirements of fhe Mn Energy Code, Chapter 7670 OR _ This structure: wiil be conswcted to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE Water Heater a,ramuk M i 05 Fumace I ~Mlyb IM .i-tM.00-01 TI Q101-57-0 Dryer a `p VENTED EXHAUST SYSTEM LOCATION TYPE MODEL CFM's rES NO Kitchen kitchen Bathroom 1 Bathroom 2 rna.~~„ Balhroom3 L L, Bathroom 4 Other VENTING FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S oIRECi ATnt05 MAKE-UP AIR MOOEL TYPE CFM's I hereby acknowledge lhat the above information is correct and agree to comply with fhe Minnesota Energy Code and City oF Eagan requirements. Date CompanyName ' This form is the responsibility of the General Conlractor. Date: 5/23/2007 Revision Date: 5/2312007 New Construclion Site Information Address 1: 2249 Wall Street Project Whispering Woods Address 2: Lot: 6 Block: 4 City: Eagan CounTy: Dakota Subdivision: Whispering Woods 9th Addition Aqplication Information Business Name: Vennehjem Suilding CorporaYion MN Contractar License #:20108964 Contact Person: Joseph J. Hilla Office Ph: 952-890-3000 Fax: 952-890-9281 Cell Ph: Address 1: 2500 West County Rd #42, Ste # 9 City: Bumsville State: Mn Zip Code: 55337 House Details Square Feet: 3771 sq. ft. Avg. Ceiling Ht~ 9 ft. Number of Bedrooms: 4 Ventilation : Balanced Total Ventilation Capacity : 148 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 73 cfm. Combustion Appliance Water Heater: NA FurnacelBoiler: Direct VenUSealed Combustion Input BTUs: 110,000 Independently Vented Other Combustion Anpliances 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 Ventifation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 135 Make-Up Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Have Been Met. Applicant Name (print): ~1 Wk4o 5ignature/Date: G9Y ww L"VA51~J75k' Code Official (print): SignaturelDate: 0 2004 CenterPoiQt Energy Minnegasw. 2004 Mechanical Code Guidelines. Page 1 eJob Scope of Work Statement Page I of 1 SYSTEM Engineering eJob 7/12/2007 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as-built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The buiiding designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building desigrier is responsible for ascertaining that the loads shown on the designs meet or exceed applicable 6uilding code requirements and any additional factors required in the particular application. The engineer's seai on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are as represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1-1995 Section 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walis, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of verticat loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Truswal Systems Corporation 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800-322-4045 file://00ocuments and Settings\TransfersC\Local Settingsl"femp\rad768FA.tmp.O.eJob\eJ... 7/12/2007 eJob Table of Contents Page 1 of 1 1 "ai, ~SIM Engineering eJob 7/12/2007 Table of Contents Page No. Truss Label Page No Truss Label Page No. Truss Label ~B Page 1 Truswal Systems Corporation 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800-322-4045 file://C:\Documents and Settings\TransfersC\Local SettingslTemp\rad768FA.tmp.O.eJobleJ... 7/12/2007 . _ eJob Table of Details Page 1 of 1 ML Engineering eJob 7/12/2007 Required Details* Other Available Details* ftp: //140:truswa I@ftp. truswa I. com/Desiq n s Deta i Is/CO/AltBrace. pdf ftp://140:truswal@ftp.truswal.com/DesignsDetails/CO/CAL-HIP. pdf ftp l/140 truswalCc~ftp.truswal.com/DesignsDetails/CO/EvaluationReport 1607.pdf ftn 11140 truswal@ftq truswal com/DesignsDetails/CO/FalseFrame.pdf ftp //140:truswal@ftp truswal com/DesignsDetails/C0/GableBrace 1)df ftp://140:truswal@ftp.truswal.com/DesignsDetails/CO/Pigqyback. pdf *Sealed versions of these details are available upon request. Truswal Systems Corporation 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800-322-4045 file://C:\Documents and Settings\TransfersC\Local Settings\Temp\rad768FA.tmp.0.e7ob\eJ... 7/12/2007 Job Name: VENNEHJEM MODEL Truss ID: B JID:327899 BRG %-LOC REAR SIZE REQ'DTC 6x2 SPF kl/R2-C4N r+ UPLIFf REARION(S) : 1 0- 2- 8 625 5.00" 1.50" BC 4x2 SPF #1/#2-CAN ~ Fsr' Floor ap{plicacions;(noY roofs), 2,6 min. Support 3 -4 16 2 16- 4- 4 1526 3.50 1.50" WEg 4.2 SGF >1/R2-CAN trongback bridging, or cross bridging (per 3 29-11- 0 439 3.00" 1SD" 2-4x2 SPF #1/%2-CAN 9-20 AuA/TPD, is repmred at 10' O.C. ar less. i+ I + + 8RG PFAUI0.EMENTS sFwm are based ONLY plating pec : ANSI/TPI - 1995 + I + + a + on xhe cruss material at each bearing ryp1E:M4%IMIMUM TW55 SPAQNG IS 19.2 " O.C. Ribbonblocks have+ret been designeEm !MX DEFLECTION (span) : TNIS OESIGN ZS THE COMPoSITE RESULT OF s pport ihe poSnT load(s) ham. L/999 MEM 17-18 (LIVE) LC 4 MULTIPLE LOAD GSES. They may be atTached wicM1 (4)10d nails. L= -0S0" D- -0.05" T- -0.15" IF HANGER$ 0.RE INOICATED ON TNIS DPAWING, Loadz ai tFe irvsx ends must be ap0lied C0.ITIGL MEMAER roRCES: TNEV A0.f BASfO ON 1. 5 - HANGE0. NAIIS WR directly ta the chord. TC CMP.f~VR, / TEHS, ~Y0., CSI 1-2 o l.ao / o i.oa o.xi 1-PLY ANO 3' NANLER NAILS FO0. MULTI-PLV IR41eC truss plate values are based on 2-3 -ns l.oo / a.xa GIRDERS. IF 2S" GUN NAILS ARE USEO, THE CesCin9 tl approval as required hy IBC 1703 o-a -lsao i.ao / o.n qqrypERS MOST 8E RFEVALUATED (8V OTHEftS), nd ANSI/TPI a d a reporiea available -5 -1500 1.ao / 1 .x5 Mark all interior bearin locations. documents as ER-1fi01 and ESR-1118. s-e asno i.ao / 0 .16 9 Ins^.all incerior supPOrt(s) before erection FOR A 3-6-0 CANTILEVER, ATTACH sa -rv i.ao / 78 i.ao 0.23 . q 2X10-#2 (12-0-0) SCAB TO EACH ]-e -0ll 1.078 1.00 0.33 panel Lenqths ' a-5 / 15os 1.00 o.sz FACE WITH lOd NAILS AT 3" O.C. IN s-ia / sio 1.00 o.aa Std - 2-5-4 TNE TOP CHORD AND 3-10d IN EACH 10-11 / 9i1 l.oo 0.4] 1-2 1-10-8 8-9 1-6-8 n-u -~se i.m2/ zw i.oa o.zs 9-10 1-3-12 OVERLAPPING WEB. INSTAIL A 2 X 4 ao$% 23a i.oo o.m 6LOCK IN BETWEEN THE SCAB ANO TNE SUPPORT 4liTH 4-10d. THE SCAB HAS ec canv.(ouaJ/ *[xs. ouc. ar BEEN DESIGNED TO SIIPPORT 80 PLF is-is / ns 1.00 o.is ANO A 500# POINT LOAD AT TNE END. 16-ll / 1336 1.00 0.65 iv-is / 1n1o 1.ao X. THE MAX. kEARION IS 1405#. 1849 / 1330Q.00 0,04 is-no -ssr i.aa / o.os NOTE: FULL DEPTH BLOCKING IS REqUIRED m-zi -ineo i.aa / ( v A 2X10-M2 (12-0-0) SCAB TO EACH FACE. ii-ii sii i.~iw % sii(i.oo3 o:n AT 24.0"O.G TO PREVENT ROTATION. WB [ P. W0.. / iFNS.(~V0..J CSI 1-13 ]fi 1.00 / 0.01 E-15 -931 1.00 / 0.16 E-16 / 3f0(1.OOJ 410 3-16 -66C(I.00)/ 0,13 3-17 / I33(3.00) 0.0] <-ll -198(I.00)/ 0.03 6-ll / 313(1.00j 0.09 s-is -rzsfi.aa>/ o.is Z_~q r-is -mz~i.ao)/ o.oa ~ 27-11-0 e_zo -iuoa.oov 1zi~a.aal °a:z°a 0_1-8 s-m -7nsu.oo)/ a.as s-zi / sisa.oo> a.as ii-u -sa ¢.ao;i 1 2 3 4 5 6 7 8 9 10 11 12 '13 14 iz ii / aea(i.oo) o.ia 500# s-zn -ns~i:'oo~% ni~i.oo3 0 oi W3X5 is-za -ss~ i.oo / ea i.oo o.i3 16-33 -99(140)/ 0.D1 3-6-0 4~ ~'~Q 4-6 W3X$ ~XS W3x4 waxs w=VV3x4 wsxa a-s W.ixa v?axa wsxa 4-10d 4-6 46 4-6 W=W3X4 4- 4-6 d-8 46 IN 2%4 e7FA(E. B~ W4X8 ~5y4 gz ON EACH 83 7W500 W308 W300 R625 R1524 R439 I flt:EflbBP f.t:RTl6'1' 9"ILt9' Ttk1A P4Ak, SnM} U: U: U.y CIFYCA'L[O?V.OFNI[PONI'WA$PRBi'ARY;R $V R1B09t liNDF,R 13y pl BEC7' SUPF,ROT630N 15 19 17 18 19 20 21 22 23 ANUTN'A't'Iti4;U4A.1'Nh(IS'F:RBbPkO- 28-0-e ~ F£SSI6iYAL F1C[\FfR l"s;*FrF FIE E;4iS5"- w ' ORIOf' fA1F0 1F.Y'E C1l'I' J- N'I'i1.IiF;fI Ali mme[hr/' OlaW arc IDWpI IUW. whn pracedd by Y Nr qn XI y.. 'NS" for HS M q.. 'S br R II W. frv A1P1m: -•••k ALC(iI$TRdTlt)N kO.1111)¶ p~d~d bY e~ ft, p Y. ~ft/ 36 q. f,v T.I. pt1Nme0 pr loln[ L4n1) FyroR .(YrtIN p1aRe W 1a]N ~JI~ 2/200~J . f~u an+m*:.rc yosftlwJ ~t aMn almea. SbiR pbl, aed p).ev m .wte ahrlw ~a :trvcmral el.m (w sbp1J. ( ! FOR: 143 - Villaume Ind. Inc. ~I~IARN Read al7 notes on this sheef and give a copy of if to tbe Erecting Contracfor. cusc: Lnwaear vnaos LnKevxLLe , 4926LOne0akCircle mis~g„niaranme~mo~~=:e~um~e~~w~=m,m~~~sa~~m.irnaseeenoaseaan,ce=a=euonsprwieeeeyme.wm,m„wnwaewhor W0: Drive_P_0703601LL00005_100001 SLPaul,MN551Ti aneea~ematt=,m~~"nn~~~~~m.ersmmormiandr.~anxsi9nswnaaacr+oieaooreinoyieaasumeem,n- ma.,ia.a,acr.oimensioirs .w~naaeYn.~omoo~emma~ma~wrera~mortuna~nqe.siqoe~pnoriormnweo~. ~n e~a<~~gea,~e~.~m~=~a•ren:mmaimewem Dsgnr. AH #lC = 4 NT: 152# TRUSWAL n~l~eeonm:o~gnm<no.o~eameioaa1a~mo~eacym.wraeaneng.eaee,amevauc.i:,:om~avoo m<aeugn ass~mesmmme too~a.e T[ Live 40.00 psf LiveDur L=1.00 P=1.00 i:iaQrauyn.oeeWm.~oao~noo~:nea~nmaa~emeeomm.=nomBim.,euve~aueev+~e~a:xeanmgm:mnaid~renvana~nm. ~m~oueNn« TC Snow 0.00 psf SnowDur L=1.00 P=1.00 e a~iy m rea~oaoa'wma ie'am. ma wma~~em:nan ~o~ ee qa~ma.~y . 8Y~ ocea eraa~q:nowm:ro~ ~are~.i s~on~n m=oma.em. m.mea MS °n°^'l"i°` °°1n. ~ ne imme.,ooam..eeeisr.aoaarc~.=on.e o qaie corr~:ion Faenam,n wia mm.o TC ~ead 10.00 psf Rep M6r Bnd / Comp / Tens SYSTE a ~ ee~m a~ ma~~ e o~ ~ ~ a ~ BC Live 0.00 PsF 115 / 1.00 / 1.00 w,ae~~,..,u me mno.A~a sa~mm~ ~oi~~ am e~m~a o~u aaooa=~a~ime a. e~m~~eam r,.,s.,~i,amare, fVpyawlmngeomponemzcraup,lne. Amsrtvii wreniewooer~„ssco~..mornm:noesw~mrace~q~a~oo~dtiimes.'auiminccowaanemrsnFenwFOeMnnorv'- eC Oead 5.00 psf O.C.Spacing 1- 3 /MSNMhprA0i.S1e.fOS, CaA.Ypps.~COB090" (BC911-03)antlBG616UMMPRYBHEFSbs WfCNanOiPl.TIeiwssGle1elnsOWle1iPl)rsloPeNtlat583~'OnoMoOMe,MaEisoq Tftl1SPLUS 6.0 VER: T6.5.6 vnkonn,snns.mean:.-,Fore:.nawveu..ea,u- (wanp.iosuea:nmivnso-em.ew,si.eco.wammqmn,oczems eldg Code: IRC-2000 DEFL RATIO: L/480 TG L 48 9528909281 09/04/2007 09:57 9528909281 VENNEHJEM BUILDING PAGE 01/06 go yZ y.,ENNEHJEM ) BUILAINC+ COAYORATTON 25U0 W. COUNTY ROAA 42, SU1TE #9 BURNSViLLE MN 55337 952-R,90-3000 OFFTGL'• 752-890.9287 FA7C E- M A T L: l-!LhCLSql 'V r N N S F3 1 mL - WESSiTL• : vFlvNEfiJEM.COM FAGSTMILE TRANSMI'1'TAL SHE'&'Y . TO: ~CJ f 1 1~IR il J~ ' FRO S~ Ri19~0 'l . New Home Inspecdozss COMPANY: . bA1'6: - City o{gagRxi 9/4/07 FAX NUMB 'L 7oTAL NO. OF PAGES TNGLVnING COVER: G51-~CJ'~J0'T 6 PHDNE NUAfNER: 56NbER'S RfiFERENLV. NUr.19EA G51-6755675 - RF..; YOUR ABPRAP..NCE N[iMHEIt 2249 Wall Sueet, Fsgaa Pemiit # F...A078042 E3 VRGENT ~FpR RF.VIEIY ? PLHASE GOMMEN7 ? PLEASE RF,PI.V C3 PL&ASE RECYCT.b 1! NO~'PS/CC)MM6NT5: Attacbed are uuss details fot the window in the gatage• Please let us laiaw if thece is a nead frn an addidonal inspectioax• "I'hank qeu, EAGAN (t; E\/1 E1lilFD shmxushlo sv: 952-890.3000 Dq7'E: BUILDiMG IMSPECYiORIS D9Vp$iom 09/04/2607 09:57 9528909281 VENNEHJEM BUILDING , PAGE 02/06 eJob Cover Sheet Page 1 of l ~ e~ TRUSVM `.Al~'L Engineering eJob 8/29/2007 This eJob is prcpared exclusively for: Villaume Indusbies, Inc. 2826 Lone Oak Cr $t Paul, MN 55121-7488 Worlt Ordee 070359k Job Customer. LAMPERT YARDS LAlCEVILLE Job Name: VENNEHJEM Job Address: 2249 WALL ST EAGAN _ rruswar ro: T303922.J332039 I hereby verify that this document was prepared by me or under my direct supervision and that i am a duly Licensed Professional Engineer. I am respons+ble for tlie design of each component detaii only - not tor the proper manufaclure of the camponents. This tlacument is no Ionger valid if ariy rr?odificetions are rnade to i# _ iTW Building Components Group 4446 Northpark Drive, 5uite 102 Colorado 5prings, CO 80907 800-322-4045 $le:i/C:\Dacuments and Settings\TransfersCil..ocal SebtingslTemp\*adCAlOD.1mp.0.eJoble... 8/29/2007 09/04/2007 09:57 9528909281 VENNEHJEM BUILDING , PAGE 03/06 elob Table of Contenu Page 1 of l _ ?~i9P~T~ Engineering eJob 812912007 7able oF Contents Page No, 7russ Label Page No. Truss Ls6e1 Page No. Truss Label I~c---j Page 1 li'1N $Wldirig Gomponents G1gup 4445 Narthpark Drive, Suite 102 caorado sp"S, co 80907 800-322-4045 CJ file://C:1Aocumeau and Settin$s1"I'ransfersCU.ocal Settings\Tat?plradCAlOD.m?p.0.e3obie... 829/2007 09/04/2067 09:57 9528909281 VENNEHJEM BUILDING PAGE 64/66 eToh Scope of Work Statement Page l of 1 • /dbkh. TRUSVM \9lSTENS c Engineering eJab 812912007 Truss Engineer Destgn Responslbilities The engfneer's signature on this design cerGfies that the individual component depicted, if buik with the materiafs snd to the placemenis and tolerances specifiEd, will bear the loads shown on the drawing. Users of the component are responsible icr determining that any as-buik camponent conforms to the design. The toading and dimensians specified have been prov+ded by others and have not heen verified by the signing engineer_ The buiiding designer is responsible far determining thet the dimensions and Ioads for each component match those required by the plans and by the actuai use of ft individual component. The buiiding designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional fac6ors required in fhe particular application. The engineer's seal on the attached c:omponent designs indieates acceptance of professiorsa! , engineering responsibility soley for the design of the individual companent assuming that the loading and dimension requiremerrts are as represented to the engineer. The su"dability and use of this campanent for any particular building is the responsibility of the huikiing designer in accordence with ANSI/TPI 1-1995 Sec6on 2. The engineer certiTying this oompanent is not respansible for anything beyond the specific soope af work set forth above, inrJuding but not limited to, the loading factars used in the design of tlm carnponent, the dimensions of the component, the transfer of lateral loads irom the roaf and/or forvwrarci to the shear waits down to the foundation, connection of the cvmponents to the bearing support, the design af the bearing supports, the design and connection to the shear walts, the design of temporary or permanerrt building bracing required in the roof andlor floor systems, transfer of verUcal loads down W the foundatiori, the design of the foundation or analysis in connection with the roof and/or floar diaphragms of the building. This is s high quality facsimile of the originai sngineering document. A wet or embossed seal capy of ihis erigineering document is availahle upon request. C, ITW Building Components Group . 4445 Northpark Drive, Suike 102 Colorado Springs, CO 86807 800-322-4045 . fi]e:11C:1Documonts and Settings\TrsnsfersCU.oca! SettiagslTemp\radCA].aD.trnp.0.e.foble... 8Y2912007 09/04/2607 09:57 9528909281 VENNEHJEM BUILDING PAGE 05/06 ' eJob Table of Details Pagc ! of l TRUSVYRL \~1~i~tST~65 Engineering eJob s/z9/zoo7 Itequired Detai{s* O#her Awailable petails' fto:1/140:truswalg uuswej I.comlDesiqnsDetails/COlAItB cra e.odf fto:/114D:truswal(a11r~,swal camlDesiansDetails/GO/CAL_HIP•odf fto:1/740:truswal ^ .truswal.co Desi nsDe 'isJCO/EvaluationReAOrt1607.ndf fto://14a:truswal@fto truswal cnm/DesignsDeta~lslCO/FalseFrane ndf :Ift~ /140~ swalCa7fto truswal comlDesiansDetails/C0lGableBrace odf •ftn/140AFuswal g fto.truswal comlDesignsDetailslCOlPiggyback.pdf 'Sealed versions of these detalis are avallabie upon request. IT1N Building Components Group 4445 NarthparR Drive, Suite 102 Colorado 5prings, CO 80907 800-322-4045 fle:!lC:lDocumenis and 5ettingslTransfetsClLocat SettingslTempiradCAlOD.1mp.0.eJob\e... 8/29/2007 ' m LO Job Nama: VENNEHJEM 7ruas ID: C JID : 332638 A ~W, ipa Reai 2C h4 SYF {3/f3tAN lliq y,~p~ c/NSI/1iI - 1943 TM trw. Is dM~ uatiy tM N !C 2x4 SK !]/41tW MIS OESIDi IS ME OQfOSIIE NFSLLI aF ASC~E7-06 Wnd Sox flcation 0 WL tll D3 SPF SNaUN WLIIPLf LO/O G56. Bldq Fnc1o~~A - YLpertann Futor - 1. W m aA SPF Mn-~+ 6 .6 If N4+fFAS JU4 UOIUTO [N TVlfs OBAMING. Yrv~s lootton - Nox Fnd 7am IIOC/[BC mYf1 9l+n v311HS afe CasW m 1NE1' ME &{SEG M 1.5' M+MfR 1W15 PoR q~IHMe/OCOSn 41ne • fb Ery Gu¢ory • 6 neeHM mA_~oproal u repufrM Ly IdC 1701 1•/LY NL IUNfAt INiLS WR 1Lit[-PLY fldq Lan 99.99 1t BSdp M1dM . SO.OV h ue{ usm 7ME x~ c . i~.E~ n. ~nn . ea m ~lWSUI91 ,'a mor~Aa+. «.rim~. aexs. eF : load .s~ or w+:u - SU.7 y+t Ea Stmdrtd ccWUicy Uaad ~ decisentf a Fll-1W7 vi! ES-111l. INKE0.S MAST BE MFE'/ALIG{iED (8Y OTbF7~ i). i N u~e~ u~te rt@lo r a~Ble EIaJu. Le~dee fer 3U PSF mn-mnw~~c Bcll, rt.+IQwd ea Ns1n iH d{'o.u uul~xln 5y~tm „ wiiniec OESSOIE0. IpSF VEtHFY GBIE LMOSI - Lw-efs~ and CaWnanH ma cimaY.q erace ySla itrd, in ~cwrvLnct xith ' iM6wry Aru • t0 aqh J e7eymAS S~tt~d~mMrO WOl! ONC1n9 . AEPAIR- TNE VER7SGt M618fA A7 [LYfEAL[NE MlSY !E M OUf FOR ,1 20" WIOE % 36" NIfJI WINDOIf LEHiERE9 YM iXE TAVSS AS SMOYN. ip ALL /UTES kINLFSS OTNE0.WI5E NOTm, ~ NUST BE Stt}ACT AND PRESSm IN YNE m WUUD iER TPI. ~p • AO[OUATELY SUPPOR7 fNE iRU55 ~ 7 r 7 IIMIL 71E REiAI0. IS CLMiiEiE. - ~ • AiTACN TNE SGIBCS) RS SPffIFIm m M12-10A IR FAOI N4ERm 1iW55 MENBER. - P6SifIIXi THE SGBS ,160YE ANO BELOIf THE MINDp7, 234 xz sy s-o-o SCAB ON ONE FACE + &1S 9.1 ~ ~}iIP C m WSX5 ~ m o-3 s a3-s 4 - ~~gq DVERCAMIMIOUSSUPPOIlT 3 SCRB ON Of~ FACE O7 ' ilIENCIiYC1:liTIMY'I'NU'"I'lItSPI.AN.SPE- C CIFICATIONARREPORTN'ASPREMNED BYMeORLNDfRMtiMIREC'1'F6PfiRk'Ic[W~ r ~,p ~ y a u AMO f11.Cf 1 Arl A LILLY N !$TI:Hl:3] PNo- ~ fE4S10N,16 CVC CE U. HE LAltis 2 Oi FI .rr..r , rA. . ~ 7YP[CAL PlA7E : W}%1 a . . ~ .n ..m. iTU« w nnwnimf y 0. T. mnw w r n. a.. a e. au' rr na m •r s: u u w r~ AraA.~~ rr. ..Fr~e.~rio. .a0etfl - ~.~H~:~:.,:. au.w:°',;". ~ 812812007 Fon: 143 -vovama ina. lne. WARNINGRoo notss on INfa abssl arrd g!n a expyof lt ro Me &eeKtr+g Contracfar, Cust: LAMPERT YpIt05' L,1[fYIILE fliaLeftOakCANs ~y~rr.aurn~rppcm~yw.nnaH.~sn~nnwpwewm~wrwnwt~urpft~nq•.rsmmrwn tA: Drivs_.PJ0703391L1.00005_30008I ~~SLPe4iH(Ml71 ear.nw~...uw...~e~a..rm.r~+wP.e.~e.~?w~.r.~~vunsaa~r.r~.~.~.r.~. wmO~wTMOpbIMOxwKmwN~4rwMY0~MIiLrAV~TyPM~bOl~lrew Il~hMN6qpIMY~wNeMMlwi Osgnr. Sl5 ILC . L8 WT: 146Y RUSWAL ~~~~~TC ~Sve 35.00 psf LiveOUr Ld.15 P~.;S BY. ~WVfilsllrMroYnIWtI~WK~kYbbnMUtlYYW~1/lIWM~~M~~9muM~~f+~{u1~M~4 T[Snar o.ooasf SenAur i.1.t5 P.1.1S l~hyMeflwlb~w~pRMmryYws~neryb+M~MpangM 11iYm~IM~M4~aCnq TC qad 7.00 OSf RaD M6r End / Cnnp / Tm: ~ ~ SYSTEMS '~i°°'~p"'~eii°"'0Y°^manrn..wae.s.s~wrewewwwnw`rqrm~.b. w~eaM~.~.~ 8C Liw 0.00 Dsf 1.15 / 1.00 LW / ra w.m~u..rmuiw.auowr.rss•an..icmroowrm~'nrr.r.~wmm rv,aewwa ~~lullabycbmyon~~9~ouy.M. •u~wmrr,wfaP.w.dr~a.wa,wioehNNa.tn~v~~+~~~~*~n'~""A~- BC DeAd 10.00 Psf O.C.Spuin4 4" 0 uwwwyr~ir.ar.MAMM~.mwn ~~mlw9caSUTNVra1l~tSbwrtw~mmm.m~wnwwnMRMww,M.[eumwsoAr.IMwq 7RUSPLUS 6.0 YER: T6.5.6 Y~l~lA10.fI~MwamiwratlApilwal~NfOiyYblY~1~111MlM{NN,AN0.~B1dy Cada: Crtc-2000 DEFL MTIO: 240 TC: 2 m Q1 \ m Q1 Address: 2249 WALL STREET Zip: 55122 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON : Permit: 78042 . . • 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: G/Bldg Insp/Forms/2007/Checklists 3 (4 O /7-0 , 5 - =-oq , g ---o-, i -.11110 Yes No Comments Final grade - 6" from siding ?0 Permanent steps - garage \O Permanent steps - main entry 1 Permanent driveway WA Permanent gas p Retaining Wall or 3:1 Max Slope 10 Sod/Seeded lawn Y) Trail/curb damage erZep W i %)i .54'1 Porch X Lower level finish >1 1 LIZ n Q$7 7"D me.. ner A) Deck NI Fireplace r O i Pe 4---) t ,-- weX„ . . • 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: G/Bldg Insp/Forms/2007/Checklists 3 (4 O /7-0 , 5 - =-oq , g ---o-, i -.11110 C!ty of Emil 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Date Tenant: r Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: L 2012 RESIDENTIAL PLUMBING PERMIT APPLICATION 1ass f nq ra-fra.r-, Site Address: 2/-2---1-161 W(��1 %•' RESIDENT / OWNER CONTRACTOR TYPE OF WORK PERMIT TYPE Name: D tat l yJfla i / Address / City / Zip: p+9 kW/L.. 9 Narne: 5-c Cit 1 V al/t f ecc, Address: Nit State: Zip: Contact e.hD Phone: c /Ute! 55 )2- Suite #: Phone: ul JI CTV1 (o X8 icense #: City: 71,5 3 &I Email: ( -U r LJ 3b 'Div- I vier )( New _ Replacement _ Repair _ Rebuild _ Modify Space Work in R.O.W. Description of work: ........:..:... RESIDENTIAL Water Heater Lawn Irrigation (_ RPZ / _ PVB) Septic System New Abandonment Add Plumbing Fixtures ( Main / _ Lower Level) RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $189.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) ,n� TOTAL FEES $ l . CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of p xfCdja Applicant's Printed Name x Applig nt's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: _Under Ground _Rough -In Air Test _Gas Test _Final PERMIT City of Eagan Permit Type:Building Permit Number:EA149175 Date Issued:05/10/2018 Permit Category:ePermit Site Address: 2249 Wall St Lot:006 Block: 003 Addition: Whispering Woods 9th PID:10-83958-03-060 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State 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 - Douglas L Ingraham 2249 Wall St Eagan MN 55122 Window Outfitters Inc 12605 Creek View Avenue Savage MN 55378 (952) 746-6661 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA157507 Date Issued:08/22/2019 Permit Category:ePermit Site Address: 2249 Wall St Lot:006 Block: 003 Addition: Whispering Woods 9th PID:10-83958-03-060 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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: 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 - Douglas L Ingraham 2249 Wall St Eagan MN 55122 (651) 260-5420 Mayday Restoration 18062 Judicial Way N Lakeville MN 55044 (651) 253-4085 Applicant/Permitee: Signature Issued By: Signature