Loading...
594 Huron Ct Use BLUE or BLACK Ink For Office Use j Permit* c I City of Eatan ll I Permit Fee: I 3830 Pilot Knob Road I I Eagan MN 55122 I i I Date Received: I Phone: (651) 675-5675 I Fax: (651) 675-5694 Staff. 2011 0 MECHANIC/AL PERMIT APPLICATION Date: 3O- Site Address: S_ 'el ~~r ( O-Az C F Tenant: Suite M RESIDENT / OWNER Name: J-lf-At ~Ol2i'! J~1~ Phone: LJV /a$ 7 D 7 78~ Address / City / Zip: d LL License CONTRACTOR Name: d---z Address: -p. City: JC~JL~L[./ State: Zip: Phone: t~ 7 O2~~P~I ~12~ Contact: & %d/ ,fY'0Ld7/1 Email: / • TYPE OF WORK New Replacement Additional Alteration Demolition Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. PERMIT TYPE RESIDENTIAL COMMERCIAL -X- Furnace _ New Construction _ Interior Improvement Air Conditioner _ Install Piping _ Processed Air Exchanger Gas _ Exterior HVAC Unit Heat Pump _ Under / Above ground Tank Install / _ Remove) " When installing/removing tank(s), tali for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $95.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) $ 5Y, 0 TOTAL FEE COMMERCIAL FEES: $75.00 Underground tank installation/removal OR Contract Value $ x1% $55.00 Minimum (includes State Surcharge) _ $ Permit Fee - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee = $ Surcharge (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) = $ TOTAL FEE 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.goi3herstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x % L*~ G1Pia(a,..-L x gdait--: ~ Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: -Under Ground Rough In -Air Test -Gas Service Test -in-floor Heat Final Exterior HVAC Screening Inspection CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-189 (612) 681-4675 SITE ADDRESS: 1 1 '1I1f;1iP1 , I !r?tE.Ifil I I 11f!'. PERMIT SUBTYPE: ; 1)i M l, ,rl„ , I Itn„? i NEt INSPECTION RECORD PERMIT TYPE: Permit Number: 7 L"( D Date Issued: I ti i tI rr ?. APPLICANT: ? ;. I .' 1 41•.' 14r. TYPE OF WORK: 14t . , i ; ! i ,,,,, tilt 1 l 0 1 Nti a?rt t::i 0IfN:I/94 i-! i 1 I1/1E+i+ R[ {'11iR ( R 00 V 1 wr, ) ? ?I? Permit No. Permit Holder Date Telephone # ELECTRIC PLUME3ING HVAC Inspectlon Date Insp. Comments FOOTINGS FOUND „ FRAMING ROOFINCi ROUGH PLUMBWG PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPIACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST 1 - BLDG FINAL - - ? - BSMT R.t ? BSMT FINAL DECK FTG DECK FINAL I CITY GF EAGAN WATER SERVICE PERMIT 3795 Pilof Knob Road PERMIT NO.: Eagan, MN 55122 DATE: Zoning: No. of Units: Qwner: - ? Address: Site Address: Plumber: Meter No.: Connection Chorge: Size: Account Deposit: Reoder No.; Permit Fee: 1 agroe to complp with tho Cily of Eagan Surcharge: Ordinancas. Misc. Charges: Total: BY Dote Paid: Date of Insp.: Insp.: Pilof Knob Rood MN 53122 PERMIT NO.: DATE: No. of Units: Address: ogroe M comply with tbe City of Eagon of Insp.: Connedion Chorge: Account Deposit: Permit Fee: Surcharge: Misc. CFwrges: Total: Date Poid: . 3795 Pilot Knob Rood PERMIT NQ.: Ecgon, MN 55122 DATE: Zoning: No. of Units: Owne r: Address: Site Address: PI umber: No.. eader No.: agroe to eomplr with the Cily of Eagon Connection Charge: Account Deposit; _ Permit Fee: 5urcharge: Misc. Charges: _ Total: Date Paid: CITY OF EAGAN Remarks Addition Lakeside Estates Lot 21 Rik Owner I'-1` rL ? Street 594 Huron L't. Improvement Date Amount Annual Years Payment Receipt Date AMII STREET SURF. r STREET RESTOR. GRADING SAN SEW TRUNK ? / 4EWER LATERAL S WATERMAIN A1fATER LATERAL lgRl WATER AREA a STORM SEW TRK 19$5 711.00 47.40 J? STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 9UILDING PER. 9 T--75 sac 2 .0 9 - 5-75 PARK ? CITY of EAGAN ??BUILDING PERMIT Ownex ..Il1?...??..p...../?C(....a_...?.......?...?? ...?...,./.? ....... /? Addresc IPI069TlJ --U...Y.?..........R....:.... Buildes .......... ....?..? . ..?._?....1`?.4?.Y..r..?:S....?.alJ?j'I.??.t? XUl! "/ ? Addreas ......................... ................................... :.......................... ....... DESCRIPTION . ?. N2 3649 3795 Pilof Kaob Road Eagan, Minnesola 55122 454-8100 Dals 4!?/.l...??J...L..(....7`.?..L ? 6loriea To Be Ueed Fas Fron! Deplh Haigh! Esl. Cosi Parmi! e Ram In ??'?? ??' ?'lv I ? f?9? t r? ? 1 ?? Gr TION Sireei, AoeQ ar ofhe! UeBesipifoT oi LOCeilon I Lo! I SloCk I Add1liOn or 1Y'eel ? 2? 1Z I la-)o,r'l'41?0 Thls pesroit does not authoriza !he use oi slseefs, raads, alleys or sidewelks nor doas if give the owner ot hb agenf the righ! 2o creale any siluafion which is a nuisance or whieh presanls a hazard !o the healfh, sefatp, oonveafenes and geaesal welfare fo anyone in the communify. THIS PERMIT MUST BE R T THE PAEMISE WFIILE THE WOAK I$ IN POGA . / T6is is !o eezlify, lhai`Y.........?G?/J?PI.?-°--------.....haspar+niseion !o emot a.°--- .?....Pl...?2! . .'?-.1u.l--.„_upen the above describe premise subjec! Yo the provisions of all appliaa rdi -naesf9 r!He Cify ? .......?....?..?.r?._._....--°° .................... Per .... .........:?'1....:. .. ...a--•---... ........... ................. ............... Mayor Buildinq Impac2or RESIDENTIAL ? BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EACAN MN 55122 651-681-4675 New ConsW ction Renuirements • 3 regislered site surveys showing sq. ft. of lot sq. ft. ot fwuse; and all mofed areas (24°h maximum lot covera9e allowed) • 2 capies of plan showing heam & window sizes; poured found desgn, etc.) • 7 set of Energy CalculaUons . 3 copies of Tree Preservation Plan if lot platted after 711193 . Rim Joist DetaH Options selecfion sheet (61dgs with 3 orless units) DATE I I r?' U G SITEADDRESS SiN HU,i CGv(Ct MULTI-FAMILYBLDG _Y _N TYPE OF WORK Wk AflDaI?# fIREPLACE(S) _ 0_ 1_ 2 APPLICANT -I HG Q C «' A ND STREET ADDRESS )ILU RI(KGw A Wl? G TELEPHONE # G51•322' 49011 CELL PHONE # t k-> >c3 hWeK 46" f<<"''' STATE wtv ZIP ??G77 FAX # C 73 PROPERTYOWNER 141 40 ECLEk/ 14+1tsc4- TELEPHONE# Cr)j- CQ`7- cWZ COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RLJLES 7670 GATEGORY l MINNLS(T'A RULES 7672 (d submission type) • Residential Ventilatlon Category 1 Worksheel Submitted • New Energy Code Wodcsheet Su6mitted • Energy Envelope Calwlatlons Submitted Plumbing Contractor: ___ P1umUing system includes: Mechanicai Contractor: Meckimnical sysCem includes: Sewer(Water Contractor: _ Water SoFtener _ Water Heater No. oFBaths Air Conditioning Heal Recovery 5ystem Phone # ? ? r.?,? 0 5 2002 1uL - ?J ' Fcc: $70.00 Phone # I hereby acknowledge that I have reod this application, state that the information is correct, and agree to compiy with all applicable State of Minnesota Statutes and City of Eagan Ordinances. G? Signature of Applicant ---- -------- --- -- ---- --°-------- -- ----- ------ ---------------- -- -- ------'-------------__...._.______----------'- OFFICE U5E ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4102 --j? i <<Ij? J RemadellReoairReauiramenb lSt' • 2 coDies o( plan . i set of Energy Calculations tor heated addAions . 1 sHe survey for exterior addiGons & decks • I?iCate if home served by septlc system for additions VALUATION ?Z`, OOC? 9-0 Phonc # Lawn Sprinkler No. of R.I. Baths 4?'e?$yb:ooL? ? ? ??n ??? ? ? OFFICE USE ONLY ? ? 01 Foundatfon ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex O 07 05-plex ? 13 16-plex O 08 06-plex O 16 Ffreplace ? 09 07-plex ? 17 Garage O 10 08-plex )( 18 Deck D 11 10-plex ? 19 Lower Level ? 12 12-plex Plbg_Y or_ N ? 20 Pool ? 21 Porch (3-sea.) ? 22 PorchlAddn.(4-sea.) ? 23 Porch (screened) ? 24 Storm Oamage ? 25 Miscellaneous ? 30 Accessory Bldg ? 31 Ext. Alt - Multi O 33 Ezt. Alt - SF ? 36 Multi ? 31 New ? 35 Int Improvement ? 38 Demalish (Interior) O 44 Siding x 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair Cl 33 Altaration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDoors 17 34 Replacement *Demolition (Entire Bldg only) - Giva PCA handout to applicant Valuation Occupancy MC/ES System Census Code y? N Zoning City W ater SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. af Bldgs Length Fire Sprinklered 7ype of Const _VhJ W idth REQUIRED INSPECTIONS Footings(new bldg) FinallC.O. ? Footings (deck) FinaUNo C.O. _ Footings (addition) Plumbing _ Foundation HVAC _ Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tesu _ Final _ FIaminS Siding Stucco Stone _ Fireplace _ R.I. _ Air Test _ _ Final _ Windows (new/replacement) _ Insulation _ Retaining Wall Approved By -F L , Building Inspector Base Fee Surcharge Plan Review MCIES SAC City SAC Water Supply & Storage S8W Permit & Surcharge TreaVnent Plant Plumbing Permit Mechanical Permit License Search Copies Other Total n f f,-fG I ?d ,AtP-? Dakota County Real Estate Inquiry Dakota County Real Estate Inquiry Data Updated 10/4/02. ? Select option and click map: Zoom In 1 Whole County I Refresh Map I Legend Real.Es[ate Parcels Eg Parcels 0 Cammon.Ownership EM Wa[er EM RMl, Ease me m ?Oedicated R/JV Page 1 of 1 II IStandard J II Choose a search method, enter criteria, and click Go or hit enter key. House #:Go adaressF-- Go pIN:F - Go This application was tleveloped by the Dakota Counry Oifice of GIS in CoOperation with Assessino ServiCes, TreaSUref - Auditor and Property ReCofds Oepartmen[S http://207.171.98.200/scripts/esrimap.dll?Name=webq 1 &Left=552370.547538132&Botton... 11 /5/2002 PERMIT # ? J / RECEIPT DATE: ? OP- EOOE RESIDENTIAL PLUM$IN6 PEiibllT APPLICATION C11'Y OF EAfilklV 3830 PI.or KNos {tn EwsAv, auv ssi EE 651-691-9675 Please complete for: single family dwellings, townhomes and condos when permits are required for each unit, backflow preventer for irrigation system SITE ADDRESS: R U.A/CM C1 OWNER NAME: : ? 1..PA y?(}VWISGM TELEPHONE #: (AREA CODE) INSTALLER NAME: OL/OU S ??Q?..YL(T TELEPHONE #: (nl a ?O? ? 52 (oO STREET ADDRESS: (AREA CODE) 1. CITY: G?O.1?ls'V?L?15LY? STATE: t Y,0 ZIP: _ SEPTIC SYSTEM, new/refurbished (requires two sets of plans and MPC license) $ 100.00 includes $40.00 County fee Note: Additional consultant fees may apply • MODIFICATIONIALTERATION TO EXISTING DWELLING UNIT, INCLUDING: _ Adding fiMures to lower levels or room additions, excluding water soReners and water heaters. $ 50.00 _ Abandonment of septic system. _ W ater turnaround - existing dwelling unit (+ 5/8" meter if needed -$118) Other: RPZ: new installation/repair/rebuild $ 30.00 ? lawn irrigation system ReplacemenUadditional: _ water softener _ water heater ? $ 15.00 1 ; 20°2 ? State Surcharge AuG o 1 $ .50 u nu? rotal $ k I herebyacknowledge ihat 1 have read this applicafion, state thatthe information is corred, and agree to complywith all applicable City of Eagan ordinances. It is fha applicant's responsibility to notify the property owner that the Cityof Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to tha facilities constructed under this permi ' roperty/right- f-way! spment. within SIGNATURE OF PERMITTEE 1102 ,-// CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: p.I.N.: 10-44300-210-02 594 HURON CT LOT: 21 BLOCK: 2 LAKESIDE ESTATES PERMITTYPE: surLoxNG Permit Number: 028123 Date Issued: 0 7/ 01 / 9 6 DESCRIPTION: ?.--? (ROOFING) j9u-ilding Permit Type STORM DAMAGE '8uilding tiJ?ark Type REPAIR Census Cod,si?? 434 ALT. RESIOENTIAL JE i ?C - REMARKS: FEE SUMMARY: PERMIT ? t !`?k.`??, CONTRACTOR: ?..: - . . . ,. . . ;;..: . .. . .... ..T-hereby ac?knowledg?e that I h'aue read 'th3s information rs car'rect and agree to camply 5tatw d Gity of Eagan Ordinances. W ? APPLICANT/PERMITEE SIGNATURE OWNER: - SKTNN 594 HU EAGAN (612)452-3467 Applicant - RICHARD RON CT MN 55123 i applicatiQn and state that the with ali applibeble 5tate of-Mn. -Aw kD/i.{? .? -?D e : IGN UiiE CITY OF EAGAN 3830 PILOT KNOB RD - 55122 X%ln 1996 BUILDING PEaMIT APPLICATION (RESIDENTIAL) 681-4675 New Construction Reauirements RemodellReoalr Reauirements ? 3 registered site aurveys ? 2 copies of plan ? 2 eoples of plans (indude beam & window sizes; poured fnd. design; e[c.) ? 2 site surveys (exterior addRions & decks) ? 1 energy calcViatlons ? 7 energy calculations (or hea[ed add8ions ? 3 copies of tree presetvat4on ptan'rf lot pfatled after 711193 required: Ves No DATE: / ?,/ g?a CONSTRUCTION COST: ^ // U C) CD DESCRiPT10N OF WORK: STREETADDRESS: LOT _ BLOCK `?q ( /Tt/YU•l/C? ? SUBD.lP.I.D. #: ( ) ??"?n?1-r/ ??` frl?"-3 . A fGY`??" Phone #: Y Sa-3 `f 6? PROPERTY Name: , OWNER S CIY" 1 1uA ""'T C7`< 1 7 JA Street Address- , < City: ?????-? _ 5tate: /tl A/ Zip: coNrrtACTOR Company: Phone #: Street Address: License #: City: State: Zip: ARCHITECT! Company: Phone #: ENGINEER Name: Registration #: Street Address- City: State: Zip: Sewer 8 water licensed pfumber: change are requested once permit is issued. Penalty applies when address change and lot f hereby acknowledge that I have read this application and state that the info tion is?o ect and agree to comply with all applicable State of Minnesota Statutes and Ciry of Eagan Ordinances. ? ? Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received Tree Preservation Plan Received Yes No No _ Yes BUILDING PERMIT TYPE OFFICE U5E ONLY ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish ? 02 SF Dwelling ? 07 4-piex ? 12 Multi Repair/Rem. ? 17 Swim Pool ? 03 SF Addition ? 08 8-plex ? 13 Garage/Accessory o 20 Public Facility o 04 SF Porch ? 09 12-plex D 14 Fireplace ? 21 Miscellaneous ? 05 SF Misc. ? 10 = piex ? 15 Deck WORK TYPE ? 31 New ? 33 Alterations ? 36 Move o. 32 Addition 4 34 Repair ? 37 Demolition GENERAL tNFORMATION Const. (Actual) (Allowable) UBG Occupancy Zoning # of Stories Length Depth APPROVALS Planning Permit Fee Surcharge Pian Review License MCNVS SAC City SAC Water Conn. Water Meter Acct. Deposit SIW Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Other Copies Total: _ Basement sq. ft. MCNVS System _ Main level sq. ft. City Water _ sq. ft. Fire Sprinklered _ sq. ft. PRV _ sq. ft. Booster Pump _ sq. ft. Census Code. _ Footprint sq. R. SAC Code Census Bidg Census Unit Building Engineering Variance Valuation: $ % SAC SAC Units OCT.-21'98(WED) 08:30 DAKOTA CO ENY MGT TEL:612-891-7988 Municipal Notice of Well Permit Apptication Dakata County Environmentat Management Department Water and Land Management Section 14955 Gslaxie AWenue West Apple Valley, MN 55124 Tel (612) 891-1011 Fsac (612) 891-7031 DA'f8: Occobcr20, 1998 Lal ? a TO: Tam ColheadWayne Schwanz Fax#: (612) 6 81-4612 ? r FROM: Water and Land 4vlanaganent RE: Well permit 4: 98-5144614 Well Type: Saeled Mun1Clpality: BaEan 6nvironmenial Specialist: Rutten The Vlater and Land Management SeGion af the Dakota Coutrty Envunurnentel ManaBement D6Partm°nt bas received tlie following permit application for tha welt descri6ed. if yrou require further review of the application or if yau have any questions or cuncems about it, comact the Fnvirorrmental Spacialist lisced ahove ar our office at (612) 891-7011. Ifthere is no response from your office within 24 HaCJRS (mluding weekends and holidays), we will assume that you h ve no objections to the issuence of the permit Please note that pern+it issuanoe is always conditioned on tle permit appiicant's observence af and compIiance with all appliceble stata, cauirty, and munioipal laws and codcs. Well Contractor: Kimmes-iieuer Well Drilling bate applicarion received: QaW6er 20, 1998 Mticipated Drifling Dete: Time: Anticipated Groutmg Datc: Time: Property Owner: Kattileen Skirm Well Ownsrs: Kathleen Sicinn WELL LOCATION: PLS Coordinates: 114, sw 114, nw I/4, se 114, Sec 75, Tawn 27, Rsnge 23 Street addrass: 594 Hnron Ct PR3 Nutnbec: 16-44300-270-02 WELL AYFOYtMA'['ION: T7iameDer. 4 Casing depth: 165 Total depih: 170 $tatje Water Ixvel: AquiPer: Unwnsolidamd Sediments COMNIENI'S: / P.00 J 44.`-C Gl,cb ? Ra9 6% 612 891 7588 10-21-98 06:41AM POOI #01 MASTER CARD LOCATION STRUCTURE AND LAND USED AS Permit No. Issued Issued To Contracior Owner BUILDING PLUMBING CESSPOOL - SEPTIC TANK WELL ELECTRICAL HEATING GAS INSTALLING SANITARY SEWER OTHER OTHER Items Approved (Initial) Dafe Remarks Disfance From Well FOOTING y' gq- 7j ? f'? SEPiIC FOUNDATION CESSPOOL FRAMING TILE FIELD FT. FINAL ELECTRICAL HE.4TING DEPTH OF WELL GAS INSTALLATION SEPTIC TANK I CESSPOOL 0. ? . J' DRAINFIELD j ? PLUM8ING WELL SANI7ARY $EWER Violations Noted on Back COMMENTS: ' COMPLIANCE INSPECTION REPORTS TO BE USED ONLY IN EVENT OF OBSERVED VIOLATIONS PERMIT NO. CONDITIONS OF CONSTRUCTION AT THIS INSPECTION NO EVIDENCE OF NON-COMPLIANCE OBSERVED. ? ACCEPTABLE SUBSTITUTIONS OR DEVIATIONS. DATE OF INSPECTION ? NON-COMPLIANCE. BUILDER WILL COMPLY WITHOUT DELAY. ITEMIZED AND DESCRIBED AS FOLLOWS: ? NON-COMPLIANCE. BUIIDER DOES NOT INTEND TO COMPLY. COMPLETION OF CERTAIN IMPROVEMENTS WILL BE pELAYED BY CONDITIONS BEYOND CONTROL, ? REINSPECTION REQUIRED REINSPECTION REVEALED DATE OF REINSPECTION CERTI FICATION - I certify that I have carefully inspected the above in which I have no in<erest present or prospective, and that I have reported herein all significant conditions oLserved to be at variance with ordinances of the Town of Eagan, approved plans and specifications, and any specific require- menu for off-site improvemenvs relating to the property inspected. F? ALL IMPROVEMENTS ACCEPTABLY COMPLETED Bl11LDING INSPECTOR DATE ?;.? 23 *****?***********************?*??****?* CITY OF EAGAN CASHIER: JS TERMINAL NO: 040 DATE: 09/21/00 TIME: 11:07:19 ID: NAME: FIRESIDE CORNER 3210 9001 594 HURON CT 60.00 2155 9001 594 HURJN CT 0.50 Total Receipt Amount: 60.50 CR137780 USER ID: JAN bo.5o 2000 FIREPLACE PERMIT APPLICATION GTY OF EAGAN 3830 PILOT KNOB ROAD - 55122 651 681-4675 Date:q'/S 0D Description of Work: _ ConsWct new fireplace _Gas _Masonry _ Alterations to existing lnstall pas inserl on? _ Install kas line onfv Other Job address: ?0 /7 OA:I'- Lot: 2 I Block: I Subdivision/P.I.D. #: ?KeS??fi ??'?l$S Applicant (circle one only): Owner Contractor Permit Fee: S60.50 Jvh 's', Jo n Phone #: e05I""&97 6 77? Name: PROPERTY Last First ? OWNER Sq q Street Address: FIREPLACE INSTALLER GAS LINE INSTALLER City State: m&) Zip: SJ P 3 Company: Phone#`7?4) - CJQ'07?1? Street Add City _ Company: Street Adc City _ ,&Jll N " rSvt lo (area code) 1-2, state: a'd ZiP: ss--33 7 Phone #: (area code) State: I hereby acknowledge that I have read this comply with all applicable State of Minnes? Zip: and state'that e information is correct and agree to m??ity of *Or 'nances. SEP 18 OFFICE USE ONLY BUILDING PERMIT TYPE ? 16 Fireplace WORK TYPE ? 31 New ? 33 Alterations ? 39 Gas Line ? 32 Addition ? 34 Repair ? 40 Gas Insert GENERAL INFORMATION Census Cade 434 SAC Code 01 REMARKS Chimney/flue must be inspected before concealing. ? 41 Wood Stove NOU-06-2091 15:33 2-43:56 PM, 1116/01 TMC TRUSS M F G. C0 . ?( / I y v J ?? ? ? , ?i_,/ `?-' 612 497 4339 P.91i13 Page 1 of 3- * Invoice : 77332 ' Tmss Job KeY: 40153 SHIP Ungerman Construction P.O. Number: M70568 TO: UMRA Ordered By: Farmer, 7odd 594 Huron Court Order Date : 08l24/01 Eagan Ship Date : 70/09l01 Biliing Date: 10/12701 Giuote # : SOLD SCherer Bros. River Yerd, Addtn. to : TO: Outsource: NEWPORT TMC Sales : RLP 'Layout: RLP .lohnSOn DesiAner: MAM . ' e -. 1an? ? ? ? ? . a f'CrtteTia ' ? .,,. , ia,,,.,... , 3:.:,e.3? i ?j„ a r > .? . .....rN.a..,:.x?.,. i ... .... ..,...., Pitch : 4.0000 Cut : Plumb TC Live : 40.00 UBC Spacing : 2- 0- 0 Length : 3- 0- 0 TC dead : 10_00 Heel : 2x4 Level Return : 0- 6- 0 BC Dead : 10.00 Return Depth : 0- 0- 0 ' @scilAo n ; D A 5 24- 0- 0 SCIS, BC-LR 2H 2. BL-R 2x4 A1 2 24- 0- 0 GABL, OTC 2x4 A3 2 24- 0- 0 COMN GIRDER, OHR 0-0-0, Bl,-R 2x4, (2 mem), Girder carries'83' TRUSSES A4 5 24- 0- 0 STOR COMN ^ B ? 70 15- 6- p SCIS, TCL 6/12, BC•LR 3112, OHL 2-6-14, OHR 3-0-0, HL-R 0-7-6, BL-R 2x4 81 13 15- 6- 0 SCIS, TC-LR 6l12, BC-LR 3112, OHL 0-0-0, OHR 3-0-0, HL-R 0-7-6. BL-R 2x4 B2 ? 2 15- e- 0 GABL, TC-LR 6112, ONL 0-0-0, OHR 3-0-0, HL-R 0-7-6, DTC 2x4 B3 12 15- 6- 0 STOR COMN, TC-LR 6H2, OHL 0-0-0, OHR 3-0-0, HL-R 0-7-6 (H-0010] 24 KANT-SAG MSH29 HANGER(S) y [M-0011J 1 JOB SITE VISIT, (2 HOUF2S) jM-00121 1 M? LAYOUT 8 TRUSS INFORMATION PACKAGE [N-0640] 2 10d COMMON NAIL - 1 L6. PKCy. ? [N-0047] 1 10d x 1-1I2 TRUSS NAIL - 1 LB, PKG. ? [N-0042] 1 10d COMMON NAIL - 5 LB. PKG. Notes 11/06/01 TTIE 15:20 [T%/R% NO 75891 NOU-06-2001 15:34 TMC TRUSS MFG. C0. 612 497 4339 P.62i13 ?ao lba.l lyy/G '?Y ?4 /nycuaqHUnaNU?amalNn 53 IA ISCISSORS IS I1 I -3-0-0 6•8-2 12-0•0 17-3-14 1 24-0-0 ? 27-0_0 3-0-0 6-8-2 53-14 5-9•14 6-8-2 3A-0 scaie = vso. 5x8 II 1 w ?i e? 2.00 12 s-e-z 112-0-0 17a-14 za-o-o I--•--- .......... .. ... .... I ? 6-8-2 5-3•74 5•3-14 8-8•2 LOADING (p91) S7AGING 2-0-0 C51 DEFL in (loc) UCaX TCII 40.0 PIate5lncrease 1.75 TC 0.94 Vert(LL) -0.68 9-10 >476 TCDL 10.0 Lumherlmreese 1.15 BC 0.79 VeA(TL) -1.05 9-10 >272 BCLL 0.0 RepSV09SlnCr YES WB 0.92 Hore(TL) 0.51 6 Na BCDL 10.0 CadC UBC97IANSI95 (Malnx) tsl LC LL Min VtlMI = 240 LUMBER TOP CHORD 2 X d HF 1650F 1.5E BOT CHORD 2 X 4 HF 2100F 7.8E WEBS 2%35PF-S51ud'ExceyC W3 2 X 3 SPFS No.2, W 2 2 X 6 SPF Stud, W4 2 X 4 SPF SwC REACTIONS (Ib151Z0) 2=77$703-8,6=173%l0-3-8 Max Horz 2=20(losa case 3) Max uplll2-973(oad case 3), 6=-373(load case 4) Fortces (lo) - First Loaa Case Only TOP C}IORO 1-2=91. 2-3=5673. 14=-0289. 4-5?4289. 5-6=-5673. fN7=97 BOT CHORD 2-10=5318, 310=5332, 8•9=5332, 68e5318 WEBS 4•9=2085,3•1 0=37,58=37,3-9=•7250.5-9=-1 250 PLATES M1120 MII20Fi wclghr. BD Ib GRIP 169,123 12>793 BRACING TOP CNORD Sneathed or 1•9-11 x purlins. BOT CHORD Rlgla celling Olrealy applied or 10•0-0 oc brecing. NOTES 1) This truss has been chetked for unbstanced loading conditions. 2) Thls truss nas been deslgned for the wind loads genereted by 80 mph winas at 25 tl above ground level, using 5,0 pM cop cMrd dead loaa anE 5.0 psf boltom chord dead Iped. 100 mi fmm hurticana oteanline, on an xcupanCy category I, Condilion I enciosed bullaing, of dlmensfons 45 R by 24 fl with exaosure C nSCE 7-93 per UBC971aNS195 If end venlcals or eantilerers exist, they are cr.posed to wlna tl porcnes exist, ttxy ara nol e:posad lo wine. The lumEer DOL Inaease Is 1.33, and Ne plate grip increase is 1.33 3) All plateb are MII20 plates unless olhCM1Vlsc IndlWt¢d. a) Th;s truss hes heen Eesigned fof a 10.0 psf bo[[om tnofd Ilve 1o3d nonCOncurtenl with any Mher live load6 pef TaU16 No. 16•8, UBC-97. 5) Bearing a[ joiM(s) 2. B considers parell¢I to g2ln value using ANSVTPI t-1995 engle W grain Mimula. 8uilEing deslgnershould verify capacity oF baaRng Surface. 6) ProviOe metnanlcel connecdort (ay olhers) of wss to bearing platc pp2U18 of withstanding 37310 uplMt at joint 2 end 373 Ib uDIiR atjoint 6. 7) Thiy truss has beert dasigned wilfi ANSUTPI 1-1995 trh0da. lOAO CASE(S) 1) ReBulac Lumber Increase=1.15. Piate Intre2s0=1.15 Uniiorm loeds (pIFl Ven: 14100.0, 47=1 00.0, 2•9=-20.0, 6-9=-20.0 2) UBQ Lumbef lnuedsa=725, PI2le InCfCasC=1.25 Unifwm ioads (pN) vcri; 1 d=.po.o, a.7=.zo.0, 2-9=-40.0, 6-9m40.0 3) wind LefC Lumber Increase=1.33, Plale Increase=1.33 UM1{fOf111 L0803 (pIn VeR: 1-2=52.0, 2d=28.7, e4=24.6. 67=d8.0. 2?1Q.0.6-?10.0 Horz: 1•2=.62.0, 2-4=-38.7, 4£=3a.6, 67=58.0 ? ? 0 11/06/01 TUE 15:20 [T%/R% NO 75891 NOV-06-2001 15:34 TMC TRUSS MFG. C0. 612 497 4339 P.03i13 ?? ...•sn. ..y q .uyaouwuwuau?ui?ir rv?rn 53 A SCiS50R5 5 1 (oWionai) iss 6lanufacluring Co. (MN), AIbBnviUe, MN. 55901 4207 SR1 5 Sep 13 2060 MiTCk Industdes. InC. 7ue Nov 08 14:43:78 2001 PLOAD C45E(S) 41 Wind Rlghl: Lwnbef Incfeasc=1.33, PIaSa Increace=133 Unifomi Loads (vif) Van: 1-2=48,0, 2d-24.6, 6•6=28.7, 6•7=52,0. Z•9=•10.0, 8-9=•1a.0 Haa: t•Y--58,9, 2-4=-34.6, 46=38.7, 6-7--62.0 5) 7si Wind Parallel: LumberlnCree9e=1.33, Pla[e In[fease?1.33 Un'rform Loed6 (plt) van: 1-2=aB.0, 2-41?24.6. 4-6=24.6. 6-7=48.0. 26=-10.0. 8-9=-70.0 Horz: 1-2=•58.0. 24=-34.6.48=54.6. 6-7=58.0 b) 7s[ unbalanced Regular. Lumber Increase=1.15, Piale Increase=7.15 Unifprm LoBds (pff) Vert: 11-4=-100.0, 4•7-.20.0. 2•9=40.0. ti•9=20.0 7) Znd un6alanced ft¢gulaC LumOEr Increas8=115, Plate Increase--7.15 Uni(orm LoadS (pif) Ven: 1-4--20.0, 4-7=-100.0, 2•9=•20.0, 6•9=•20.6 11/06/01 TUE 15:20 [T%/RX NO 75891 NOU-06-2001 15:34 TMC TRUSS MFG. C0. 612 497 4339 P.04i13 , . _. e_...._.. __ . ,..,... 40153 , n3 COMMON 2 2 ? ?.._. ? a tional , ._. Truss ManNec(uring Co. (MN). Al6ertville, MN, 55301. - 4.201 SR7 y Sep 13 2000 MTek IndUStfiBS, Ina TUB NoV 08 14432d 2001 P 7,8-90-?___ ,._ 240•0 .... -27-0-9..... 5-2-0 3S0 3•5-0 3S-0 3•" 5-2-0 3-0•0 scale • N d 7x6 = toxto - ?.. . 6.10$,. i_. 12-0-0 _+-? 7-1'8 1. 24'0-0 ... ? 6-70-8 5•7-8 5•7-e E70-8 Plate Olisats jXV1: 11;0-0-3.EOge.. 1:1.4•12,.wta21, D:1?-12,0-4-1211, p:0-0-3.Edce1.19:a-5-0.0-5'121. h7:o5-0.p-6-pl f12:0.5-0.0-5-121 LOADING (psf) SPACING 1-0-0 CDEFL In (loc) Vde1l PLATES GRIP TCLI 40.0 Plateslntte3se 1.15 SB Vert(LL) -OA3 9.11>668 M1120 1G?Jl123 TCDL 10.0 Lum6er InCr22S¢ 1.35 9B V¢M1(iL) -0,6C 9.11 >4a5 Mt120H 187/143 BCLL 0.0 Rep Strggg Incr NO 00 FIOR(i1) 0,17 7 Ne BCDL 10.0 Code UBC97JAN5195 is( LC LL Min Ildefl = 240 Weight: 251 Eb LUMBER 70PCNORD 2X4SPF240DF2.0E BOTCHORD 2X8SYP2400F2.UE WEBS 2X3SPFS 5Wtl'EUepP W22X4 SPFStud,W4 2X4 HFNo.2,W62X4 SPFStud REnCTiONS (Ib/size) 7=8252l0-38.7=8330/0-3A M2z Ho21=-03QOAtl Cd6B 4) Maz Uplikl=-127T(3oad Case 3), 7=.13I1(loaa case 4) BRACING ToP CHORD Sneathed ar 1.9,71 x purlins. e07 CHORD Rigid ceilug direcUy aDPlied or 10-0-U oc bracing. FORCES (IU) - First Loed Case Only TOP CHORD 1-2=-1977T, 23=193f14, 3-.1v.13810, 45=13810, 5$=d9317, 6-7=19692. 7$=53 BOT CHORD 1-1 2=7 8827, 11-12=15923, 10.71=15886.9-70='15806, 7•9=18743 WEBS 2-12-507.112--4635, 3-11 =•3808, 4-11=8369, 5-112.3561, 5-9-4568, 6-9=-567 NOTES 71 This truss hfls been cheeked for unhalana:u Iaatling cond'Aions, 2) This truss has 6een designed far ihe wlna luatls genara[ed by 80 mph wlntls at 25 ft above ground leval, using 5.0 Dsl cop chord eead losd and 5.0 0sf boUam chord dead loatl, 100 mi Tran hurtlcana xaanline, on an occupancy wtagory 1, condl[lon I enclosed building, of dlmensions 45 h by24 fr with ezposure C ASCE 7•93 p¢r U8C97/ANS195 If end vcrticals or ceMilevew exist, they are exposed to wVntl. If porcha6 exis6 they are nal exposed to w+ina. 7he lumber oOL increase la 1.33, arM the plate griD IncfEase is 7.33 3) All pi3tes are MII20 plates unless othefwisrs intlicated. 4) This tru39 has be¢n designed fw a 10.0 DSf Dotiom chord live load npnrqncurrenl with eny other live loads perTebie No, 16-8, UBF97. 5) Provlae macheniCel connecllon (by Whers) o( truss to b¢aring plate wpable of wllhslanding 12771tr up7lh atJolnt 1 and 1371 Ib UDltlt aljdnt 7. 6) Tnlg 1NSS has been tla9igned wilh ANSUTPI 1-1995 CrItehe. 7{ Load case(s) t. 2,3.4.5,6.7 has Dcen modified. Buitdinp Gesigner muct review lafds m veriy Ehet u,ey are canett for the intended use o(lhis was. s) z-pty truss [o Ue connec[ed togecher witn 0.131 ^x3" Naiis as foilows: Top choros connected as (dlowg; 2 X 4- 1 row al0-&0 x. 6onom chorAg connectad as follvws: 2 X 8- 2 rows et 0.8-0 oC. Webs conneMed es lollows: 2 X 3- 1 roW al 49-0 oc. IOAD CASE(S) t) aegwar. Lum6er incfaase=L15. Plaee Increase=11 5 Uniform Loads {plf) Vert: 1•7=-647.0, 7-4=5Q.0, 4•8=50.0 2} UBC: Lumber Increass=1.25, Plete Increase=125 Uniform Loeds (Dlf) Ven; 1-7-•338.5, 14=70.0, a8a1U.0 Car.[inuod an oeoe 2 4.00 j 12 11/OB/O1 TUE 15:20 [T%/R% NO 75891 la:ia = sxta nt1120H we== 10:1a = NOU-06-2091 15:35 TMC TRUSS MFG. C0. 612 497 4339 P.05i13 40153 • A3 COMMON ?Y rry UngcrtnanConsWction MAM -- ? i Tfuss Manufaquring Co. (MN), Albertvifle MN 55567 ? Loptional) .J-. . ?J?. , , 4201 SRt s Sep 13 2000 MTek Intlusiries, Inc. Tue Nov OG 14 4 325 2001 Pago LOAD CASE(S) 3) Wind Lak: Lumber increege=123, Plata Increase'1.33 Unlform Loads {plf) VeA; 1•7=94.4, 1-4=14.4.4-7=12.3.7-8-24.0 HorZ: 1.4=-1 9.4. 4-7=17.3. 7$-29.0 . a) Wind Rlght: Lumber Inarease=1.33, pletc Increa5e-1,73 ' Un rform Loads (pif) Vert:1•7=yq.4. 1-4=72.3.4-7=14.4.7-8=26.0 HoR: 1-4-=17.3, 4•Y=19.4 7-$=37.0 , s) tst wintl Pemliel: Lumber Increase=1,33, Plate Incr¢ase=1.33 Uniform Loads (pll) Ven: 1-7=72.7. 1-4=12.3. 47x i 2.3. 7-8=24.0 Morz: 7 q=•77.3. d-7=17.3. 7$-29.0 e) 7st unDalanced Regular. Lumber 3ncr083C=1.15, Plete Intfease-1,15 Uniform Loads (91f) Yorl: 1-7-447.0, 1-4=.50.0. 48?-70 0 . T) 2nd unbalanced Regular. Lumber lncreesc=1.15, Plate Increa5e=1,15 Uniform Loads (p1f) Vart: 1.7=617.0. 1-4=-1D.0, a-8=-50.0 11/06/01 TIJE 15:20 [T%/R% NO 75891 40153 NOU-06-2001 15:35 TMC TRUSS 4Jberiville, MN, 55301 MFG. C0. 612 497 4339 P.06i13 COMMON ?ry riy ungertnan constn,ction MAM - 5 1 0 lipnal 4261 " SR1 s Sep 17 2400 MiTek IndusVios, Inc. Tue Nov 06 74:73:26 2001 i 3-0-0 ,, 6-DA 12-0.0 i .18-0-0 24-0-0 27-0•0 3-0-0 6-0-0 8411-0 6-0-0 Sx9 = <.00 72 1xd 11 3xt2 = 10 = 40 1sd II Szta MII3014= 4:7 = ? s ??--i- - 18-0-0 i 24-0-0 -'- -'?-? LOAp1NG (psf) SPACING 2-0-0 C3l TCLL 40.0 Pldles Increese i,15 TC 0.67 TCDI 10.0 Lumberlncrease 1.15 BC 0.94 BCLL 0.0 Rep SVess Intr NO WB 0.92 BCDL 10.0 _ Cotle UBC971qN5195 (MBtdX) LUM9ER TOP CHORD 2 X 4 F{F 2100F 1.8E BOT CHORD 2 X 6 HF 1850F 1.5E WEBS 2 X 3 SPFS SWd'ExcepT' W2 2 X 3 SPFS N02, W3 2 X 3 SPFS N0.2 REACTIONS (Ihlslze) 2=208710-34, 6--209710.3-8 M2x FIO22=20(load case 3) Max Uplitl2=429(load case s), 0=429(load case 4) FORCES (Ib) - Firsf Load CaSe Only TOP CHORO 1-2=100, 2-3a<757.3-4=4728, a5c-4728. 5-8=4757. E7=100 BOT CHORD 2•70=4410, 9-10=2708, &9=2708, 6-8=a410 WEBS 3-10=481.410=2037,4-8=2037,5$r.497 BAA 3A•0 Scalc = 3:12 = DEFL in (lat) UCefl PLATES GRIP vert(LL) -0.61 &10 "87 M1120 169123 Vert(TL) -1.03 8•10 >277 M1120M 1391111 Horz(7L) 0.08 6 rVa . tsi LC LL Min ude8 = 240 welghC 93 Ib BRACING TOP CMORO SheaM+eG a 2-17-15 oc puAins. BOT CHORO Rigid celllnp directly applied ar 10•0•0 oc bracing NOTE$ t) This truss has been checked tof unbalanced Ip3ding contlitlons. 2) TNs Vvss has been designep fa the wind loads general¢0 Cy so mph winds at 25 k above gmund level, using 5.0 psf top chord dead loaa and 5.0 psf bohom chortl dead load, 700 ml hom hurrirane oceanllne, on an accupency ca[egary 1, eondition I enclose0 6ulldinq, of dimensiong 45 fi 6y 24 fl vrith exposure C ASCE 7-93 per UBC971qNS195 If end verticitlg of canlilevers ezis[, they are exposetl io wind. H porches erJst, they are nor exposed io wind. The iumber DOL Increase is 1.33, and [qe Olate grip increase is 1.33 3) AII ptaces ar¢ MII20 plazes uMess othorwisn indiceted, 4) Thig iruss has Deen designed for a 10.0 psf baoom chorC Ilve loatl nonconcurtpnt wkh any olher live IoeC3 Def Table No. 1 Cr6, UBC-97. 5) Provide mechanltal connecuon (hy olhefs) of Iruse to bead ng DlalC capa6la of withstanding 4291b uplift etjdn['L antl 4291b aplifr atjoin[6, 6) This truss has b¢en dasigned with ANSI/TPI 1-1995 criteria. 7} Load case(s)1, 2, ], 4, 5, 6, 7 h93 Decn madified. Building OCSlgncrmust review IOaOS lo vcriyihat they are comCd for ihe intElMed use of thig tNSS. L040 CASE(S) i) RegUlaf: Lumber InCrease=1.15, Plate Increa5e=115 UnlloRn L03ds (plf) Vert; 74=100.0. 4•>=•100.0, 2-10--20.0, 8-10=-80.0, 6-8=20.0 2) UBC: Lumber Inuease=7.25, Plete Inaeasz=1.25 Uniform loaCS (pit) vert; 1-4-20.0, 4-7=_20.0.2•10=-40.0, 8-10=•70.0, e-s=40.0 3) Wind Left: Lumber Inueaee•1.33. Platn ]xrease=l,33 Unifortn Lpade (plry vert: 1-2=52.0. 2.s=28.7, 4-6=24.C. 6-7=48,0, 2•10=-10.0, 8-70=-0.6, 6-8=-10.0 Ho2: 1-2=-62.0. 21=-38,7. d-6=34.6, 6-7?58.0 11/06/01 TUE 15:20 [T%/R% NO 75891 NOU-06-2001 15:36 TMC TRUSS MFG. C0. 612 497 4339 P.67i13 JVV ?+++ ?.. +? I I I 53 55301 4201 SR7 s JAD GASE(S) ? wind Righk LumDer Increase=1.33, Plate Inr.rea5e=133 Undorm Loatls (piq van: 1•2=48,0.2<=24.a.4.6=28.7. c-7=52.0.2-10=-10.0.8-1tsa--t0.0 Ho2: 1•2=,58.0, 24--94.6. 6,6=38.7, e-7=62.0 )1 st Wind Parallel: Lumher Incrcaase=1.33, Plate lncrease=1.33 , Unitorm toads (910 VoA: 14=46,0, 2-4=24.6. 46=24.6, 67=48.0. 2-10=-10.0. 8-10=•2.7. B-B='10.0 Morz: 1-2=•58.0, 24=34-8. 4-6z34.6, 6-7=58.0 ) 15t unbaWnced Regular. Lum6¢r lnGfe84¢=1.55. Plale Intrease=115 Uniform LoaES {pM Vpjl' 1.4-•100.0, 47=-20.01 2-10=-20.0, 8-10=?80.0. 8-8=-20.0 12nd unbalanced Regular. LumEer Increax= t.75. Plate Increese=1.15 Unifam LoaGS(ptl) Vefl: 14=-20.0, 4-7=-100.0, 2-10=-20.0, 8•10=-80.0. 6-6=-20.0 11/06/01 TUE 15:20 [T%/RX NO 75891 NOU-06-2001 15:36 TMC TRUSS MFG. CO. 612 497 4339 P.92i13 SCISSOrtS lanufactunng Ca ?MN), abertvills, MN, 55301 - [ional 6201 SRt s Sep 13 2600 M Te Ind ustri6s, Ina Tue Nov 061A :a32B 20U1 f'ege i ? -2•6-'!4 1 .. .. 3'94 _. -} -... 7'9'0 ...-?. 18'6-0 .. _? 3 0-0 2•6-1a 3A-1 ? ?-- ... 7'9'0 - 7-9A LOaDING (PSi) SPACING 2-0•0 C5? TCLL 40.0 Plates lnCreese 1.15 TC 0.86 TCDL 10.0 Lumberlncreesn 7.15 BC 0.71 BCLL 0.0 Rep SVess Incr YES WB 0-58 eCDL 10.0 coea UBC971AN5195 (Mattix) LUMBER TOP CHORD 2 X 4 HF No.2'Except' 722X4HF 1650F1SE eOTCHORD 2X4HFN0.2 WEBS 2X35PFSStud SuoER Lan 2 X a SPF Swa 1-10-7, rtigni z x a SPF Swd i-i 0•7 REAC770N5 (Ib/sizo) 2.1178103-8.8=123710J-8 . Man Norz 2=-66lload case 31 Ma.c Upllfi2=-235(IOatl case b). 8=-264(load cece 5) da5 = 3-9-1 - $cale = 15-6-0 -1 7-9-0 OEFL in (lx) 11defl PLATES GRIP YeM1(lL) '0.12 10 >999 M1120 1691123 VeM1(TL) 0.23 B-9 ?159 liorz(TL) 0.13 8 Na 15t LC LL Mln I/deFl = 240 W eighl: 59 Ib BRACING TOP cMORD Sheethetl or 3-1-2 ac purlins. BOT CHORD Rigid ceilinp olrecllyapplietl of 10-0-0 x bracing FORCES (Ib) - Firsl Load Cese Only TOP CHORD i-2=88. 2-3=1889. 34=-1884. 45=-1693. `sb=-1691, &7=-1824, 7•B=-1935, &9=10Y BOTCHORD 2-7091638.6-10=1570 wEBS St?895.a-t0=-i00.6-10=-34 NOTES 1) 7Ns t2ss has Ccen cheeked for unU3lanced IoaAing condirions. 2) Yhls tNSS has bcen desigmd tof the vrind loeds genereted by BO mph winds at 25 h 567ve grouiNllevel, using 5.0 pat tOp cholC tleaa load and 5.0 psf bOttom chord dead Ioed, 100 mi trom huMCane oceanline, on an occupancy cat89ory 4 condNien I ewlosCA buliGlnq, of dimensions 45 ft 6y 24 ft wlch exposure C ASCE 7-93 pcr UBC971nNS195 If end venieals ar carnilevers exise, thay are aVosed so wind. It porches e:isi, wey are na esposed to wind. 7he lumber DOL increase is 1.33. and the pla[s 9riD Increase is 1.33 3) This Vuss has been aesigned far a 10.0 Dsf botlom ct7ofd live laad nOMroncurrenl rAth any other liveloads per TaDle No. 76-8, UBG97. 41 Beering atjainl(s) 2, 8 Ca+si0esf5 Darullel 10 gfaln valu6 using ANSVTPI 1-1995 angle M 9^in fafmula. Building Geslgner shoulC veri$' capacily Of beednp wrface. 5) ProviCC mechaniwl connecum (by olhe rs) of W es lo beaAng plate capable of withstan0ing 2351b uplM at loim 2 end 284 i0 upl'itl at )olnt S. B) Tnls lfUSS has be¢n designed wiih ANSi?P11-1995 Cdteria. LOAD CASE(S) 1) RegNar, lumber Incre3se=t.15, Plale Increase=1.15 Uniform Loads (plf) Vert; 15=100.0, 5-9=-100.0, 2•10=-20.0, 8•10=-20.0 2) UBC; Lumbar InU6238a1.25, PIaIG IncrC3qe=125 Unlform Loads (pl1r) Vert: 7.5=•20.0, 5-8--20.0, 2-10=-40.0. 111-10d40.0 3) Wind Lett: Lumherlncreess?t.33, Plate Increase=113 Unffarm LoaES(pIQ Vert: 1-2=37.6, 2-5=14.3. 5.8=26.6, 8-9=48.0, 2•10=40.0, 8•10=-10.0 Hoa: 1•2=47.6, z-5=24.3, 5$=33.6. 8•!IY58.0 Conlinued On Aeqe 2, __ 3-11-15 3•11-15 ? 0 10 11/06/01 TUE 15:20 [T%/R% NO 75891 NOU-06-2001 15:36 TMC TRUSS MFG. _OAD CASE(SJ 4) W ind RighC W mber Incres9e=1.33, Plate Increese=1.33 Unifortn LOads (pH) Verl: 1-2=48.0, 2-5=24.6.5-8=114.3, 8-9=37.6, 2-70=•1110, 8•10=•10.0 Morz: 7-2=58.0. 2b=36.6. S8=243. 11-9=0.6 i)1 s[ wlntl Parallel: Lumber Increase=1.33, PIaf2 Increa3e=1.33 UNtorm Loads (plq Ven: 1•2=46.0, 2-5=24.6, 54;=24.6. 6-9=48.0, 2-70=-10.0, 8-10=-10.0 Ho2: 1•2=.58.0. 2-5=•34.6, 5-8=34.61 8-9=58.0 5)1st unDelance0 Regulef. Lumber Ineree5e=1.75, Plaie Iqtf¢eee-1.15 Unlfortn Laaas (pli) Ven: 1-5=1D0.?, 5-9=-20.0. 2-10=?20.0, 8-10=-20.0 7) 2na unbalancetl Regular. Lumber Increase=1.15, P1ate IncreeSe=115 Uniform loaes (pit) Vcri' 1-5-20.0. 59=100-0. 2-10=-20.0, 8•70e.20.0 Cp, 612 497 4339 P.09i13 10 1 (Opdonal) '4.201 SR7 s Sep 13 2000 MiTek InduSinOS, Inc. Tue NoV 0616:4329 2001 F 11/06/01 TUE 15:20 [T%/R% NO 75891 NOV-06-2901 15:36 TMC TRUSS MFG. C0. 612 497 4339 P.10i13 ... .._.....4- .) - ?Zfa- - ivV.>IIUIIV1I MnIYI 40153 SCISSORS 13 1 • Snytional} 7russ ryfanufaMufing Co. (MN), Alberbille. MN, 55391 4.201 SR1 s Sep 13 iODU MiTek IndusNe9, Ine. Tue Nov O614:43:31 2007 P 3•9•7 7•9A i 71-6-05 15-6-0 ?. 3-1i•15 3-11-15 3-9-7 aX5 - ? 7•9-0 15-6-0- -.... , 7-9-0 7-9A LOADING (psf) SPACING 2-0-0 CSI TCLL 40,0 Pletes Intfease 1.15 TC 0.86 iCDL 10.0 LumDer IqC(C25e 7.15 BC 0.72 BCL! 0.0 Rep SUess In[f YES WB 0-75 BCDL 10.0 _Code UBC971AN5195 (Matrix) LUMBER TOP CHORD 2 X a HF No,2'Except' 72 2 X a HF 1650F 1.5E eoT CHORO 2 X 4 HF No.2 wEflS 2 X 3 SPFS Swa SLIDER Leh 2 X 4 SPF StuO 1•10-7, Righi 2%4 SPF Stud 1-10-7 REAC71pN5 (Iblsfze) 1=697/0.3-B,7=1259/0-3-e Maz Ho21=-1 10(load case 3) Max UplBlt=-95Qoad caca 51, 7=-277(load case 5) DEFL in (loc) Vdefl veR(LL) -0.13 1-9 >999 Vert(TL) 0.23 7•8 >159 Ho2(TL) 0.14 7 nle tsi lC LL Mln IrCeB = 240 PLATES MII20 GRtP 189/123 Weighi; SS ID BixaCtxG 70P CHORD SneaNCtl a' 7-7-1 oc vudins. BOT CHORD Rigla teiling directly applied or 70-0-0oc bracing. FORCES (IU) - First Laad Case Only TOP C}IORD 1-2=-2198. 2-3=-2109, 3-a=-1783.4.5=•1177. S6=•1897. 6-7=2007. 7-8=107 BOT CHORD 1-9=7878, 7-9--1633 . wEBS 4-9=983.3-9=-254.5?9=-18 NOiES 1) This Vuss Bas been checked for unbalance0 loeding conditfon3. 2) Tnis truss has bcon ausigned forthe wind losds generaied bY 80 mDh wlntls ai 251i atove ground level, ucing 5.0 psf =op chord Cead load and 5.0 pst horiom enord deed Iesd, 100 mi from hurticene oceanllne, on an occupamy category I, oondition 1 enclased Dulldlnp, of tllmensions 4b (t 6y 24 R with exmure C ASCE 7-93 per UBC971ANSI95 H enC veRicals or wntilevers ezist. they are "OOSed w wlnU. If porchas exist, lhey are not e:posed lo wind. The lumher OOL Increase is 1.33, and the plafe grip inerease IS 1,33 3) This truss has been GcSlgnad tor a 10.0 psf bottom chord live loed nontoncurrent wllh eny olh¢r liva loatls per Teble No. 16-B, UBC-47. 4) BeariN at joint(s) t, 7 consldeB parall¢I [o grdin value using ANSUTPI 1-1985 angle to gr31n fottnula. Bulftling acsigncr shauld ?er.hr capaciry of bearing surtace. 5) Provide mechanicel conneetlon (Dy athers) of tNSS lo ocaNny plate capable of withstanding 951b upllh 51 Jolnl 1 ana 27710 uplilc al Jolnl7. fi) This truss has been designed w(ilh ANSUTPI 1•1995 Mlefia. LOAD CASEIS) 1) Regulal: LumEer Increese=1.15, Plate Ititrease=1.15 Uniform Loaes (pH) VER; 7-0=-100.0, 4A=500.0, 1-9?-20.0, 7•9a20.0 2) UBC: Lumb¢r Increase=1.25, Plate Increasa:1.25 Uniform losds (plo Vert: 48=-20,0. 1-9=40.0, 74-40.0 3) Wind Left; Lumher IncfeegF-1.33, Plate increase=1.33 Uniform Loads (p)l) Vert 14=14.3, 4-7=24.8. 7-8=48.0. t-g='10.0, 7-9=-10.0 Horz: 14=-24.3, 47=34.8. 7-&=58.0 18-6_0? 3•0-0 Scale = W m ^ lo 11/06/01 TUE 15:20 [T%/R% NO 75891 NOU-06-2091 15:37 TMC TRUSS MFG. C0. 612 497 4339 P.11i13 40153 , ` IBi ISCISSORS 113 MN, 55301 _OAD CASE(S) 4) WIr1C Rlght: lumCef Incmase=1.33, Plate Increase=1.33 Unitonn Loads (plf) Vert: 1-0=24.6, 4•7=14.3, 7-8=37.6. 1-9=•10.0, 7-9=10.0 No2: 1 d.3a.6. 14=2a.3. 7E=417.6 i) ist Wind Parallel; Lumber Increese=i-33, Plaee Increase=133 Llnlform loeds (plt) Vert: 1-4=24.6. <-7=2d.6. 7$=98.0. 7-9=40.0 Hors: 1-4=-3a.6. a-7=34.6. 7-8=58.0 i) 1st unbalanced Reguler, Lumber Incieeze=1.15. Plate InCfeasB=1.15 Unitortn Loads (pff) ver+; +-4=-100.0. 4-8=20.0, 14)=-20.0. 7-9-20.0 I) 2nd unbalenced Regular. Lumber Increase=115. Pla[9lncfease=1.15 Unifofm Loeds (plf) VgM1: 49=-20.0, d-8=-100.0. 1-9=-20.0 11/06/01 TUE 15:20 [T%/R% NO 75891 NOU-06-2001 15:37 TMC TRUSS MFG. C0. 612 497 4339 P.12i13 40153 H3 CUMMON 12 1 ' o rtionaf Truss ManufaMuring Co. (MN), Albertvilla,?MN. 55301 420i SRt s Sep 13 2000 MiTek mdustries, inc Tue Nov 06 14:43:36 2001 Page- ?....1-9-0 7•9-0 73-9A ? 95-6-0 r 18-8A - I 1-9-0 6-0-0 6-0-0 1-9-0 3A•D - Swle = t3 a,5 II i i 1'9'0 i _"... LOAOING (psf) ? SVACING 2-0-6 CSI TCLL 40.0 Plates Inerease 1.15 7C 1.00 TLDI 70.0 Lumber Increase 1.75 BC 0.83 BCLL 0.0 Rep Slress Inef NO WB 0.82 BCOL 10.9 CoEa UBC971ANSI95 LUMBER TOP CHORO 2 X4 HF No2 •FxcepY T2 2 X 4 HF 1850F 1.5E 60T CHORD 2 X B SPF 2100F 1.8E WEBS 2X3SPFSStud RennCriONS (Ibrsize) 1=1273103-6,5=158710-3-8 Max Harz 1=•1 tt(ioad case 3) Max UDliR1=-155(toad csse 5). 5=-308(loatl qse 5) FORCES (Ib)- First Load Case Only 70P CHORD 1•2=•2083, 23-•1922. 3-a=-1922, 4-5=2083, 5-6=59 BOT CFIORD 1•8=1719. 7•So900, 57=1719 W E8S 2•8=-64, 3-6=993, 3-7=9Q3, a-7=-64 15-6A I•9-0 DEFL in (Ix) tldeA P??S GRIP Verl(LL) -0.30 7-8 ?606 M1120 1691123 Verl(7L) -0.58 7-8 >315 I Mo2(TL) QA1 5 n78 161?C LL Min Irdefl = 2a0 WeighL• 631b BRACING TOP CHORD Sheathed a 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOiE3 1) 7nis Vuss Mas Deen checked for unbalanced IoaCing wnEttlons. 2) Thls tiuss has been designed Tor the wind loatls gcnerated by BD mph winds at 25 ft a6we grountl levcl, using 5.0 Dsf toD choN deaa load and 5.0 psf bottom chwd eead load, 700 ml fiom hurticane oceeNirie, on an occupancy ealegory L contlPoon I enclosed 6uil0ing, of dimensions 65 ft by 24 h vrith esposur¢ C ASCE 7-93 per UBC871ANSI95 B enE vaM1icals acandlevers exisi, fhey are exposea to wind. If oorches ezis[, they are not eapased to vAnd. The lumber DOL inereace is 7.39, ana lhrz plate gflD increase is 1.33 3) Tnis wss hes been de9igned for a 10.0 pst Eoltom cMrd Iive load nonconcurtent vrith any other lire loatls pef TBGie No. 16-8. UBG97, 4) Provide mechanical connaclion (by oihers) of truss to bearing plate capeble of withslanding 155 ib uplltt at Joln[ 1 and 306 tb uplift flt jOirttS. 5) This [russ hes baen dasignetl wilh ANSIITPi 1-1995 cHterie. 6) Loed case(s)1, 2, 3, 4, 5, 8, 7 has Ceen modlfied. Buiiding designer must review IoaCS m veOfy [nat they are comct ior the [ntended use of Uis Iruss. LOAD CASE(3) t) Regular. wmner Incroase=lJS, Plate Increase=tn5 Uniform loaas (plf) Vert: 1•3-100.0, 3.6=-100.0, t-8=-20.0, 7-8=60.0. 5-7=20.0 2) UBC: Lumber Increase=7.25, Plate Increese=t 25 Unifortn Loads (Dlf) Ven: 1-3=•210, 3-6=-20.0, 11-8=-40.0.7-8=70.0, 5-7=40,0 3) Wlnd LeA: Lumber Increase=1,33, Plate Increase=7.93 Unlform Loads (pIQ Vert: 1-3=14.3, 3-5=24.6, 5-6=48.U, 15=10.0, 7•8=•2.7. 5•7=-10,0 No2; 1-3=-24.3. 3-5=34.6. 5F=-58.0 4) WInC Right: LUmber Incrcase=1.33, Plate Inaea50=7.39 Ie 11/06/01 TLTE 15:20 [T%/R% NO 75891 3Y5 = ?•_ - NOV-06-2001 15:37 TMC TRU55 MFG. C0. 612 497 4339 P.13i13 53 1,2 ... ............,...... 4.201-SR1 S _OAD CASE(S) Unifprtn LoadS(plf) vert: t.3=24.6, 3-5=1a.3.5-6=37.6. 1-8=-10.0.74=2.7. 57=-10.0 HOrz: 1-3=-36.6, 3-5=24,3. 5-6=47.6 i) 79f Wind Parellel: Lumber Inc2ase-t.33, Plate Increase=1.33 Uniform Logds (plfl Vert; 13=24.6, 3•5-24.6. 5-6=48,0, 1 -8=-10.0, 7-8=4.7, 6-7=-1 0.0 Norz; 13=•34.6, 3-5=3d.6, 5.6--58.0 iI tst un0alenced Re9Ner, Lumbef Increase=115, PIa1e Increase°1.15 Uniform Loeds (plf) vert: 1-3=-100.0, 3-6=-20.0, 1$=-20.0, 7-8=-80.0. 5-7=20.0 7) 2nd un6aianceA Regular. Lumber Increase=1.15. Plate Increa5e=1.15 Unifortn loads (plf) Ven: 3-8=-20,0, 36=•100.0, 7-8=•80,0, 5-7=-20.0 11/06/01 TI1E 15:20 [T%/R% NO 75891 44 '??kgl RESIDENTIAL BUtLDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD - 55122 651-681-4675 Mew Conshuction Reauirements • 3 registeretl site surveys showing sq. k. of l04 sq, ft of house; anr911 roofed areas (20% maximum lot coverage albwed) • 2 copies of plan showing beam & window sizes; poured found design, etc.) . 1 set of Energy Calculalians • 3 wpies oi Tree Preservatlon Plan if bt platted after 7/1193 • Rim Joist Detail OpUOns selecGon sheet (bidgs with 3 or less unAs) DATE / G `,/O - JOB SITE ADDRESS 5_7?/ Hv 1(o N C IF MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTY OWNER 714, ?)'0 fa p?S TYPE OF WORK_ APPLICANT ADDRESS PAGER # RemodeVReuair Reauirements • 2 copies of plan • 7 setof Energy Calculations for heated addi6ons • i site survey for extenor additions & decks • IndiCate if home served 6y sepfic Syslem for atlditions VALUAION ;2- sC'v 7??&3'S'e-f FIREPLACE(S) _ 0_ 1_ 2 T. PHONE# S/ z-?$aS-?o O Q? ??? fa AAN ZIPCODE SS ? CELL PHONE # 6(L - e', 2- 0,116 FAX i? NEW RESIDENTIAL BUILDING ONLY- FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATF.GORY 1 (check one) - Residential Ventilation Category 1 Worksheet Submitted ?... ?,.....,... _. ? _.. ?,-. - Energy Envelope Calculations Submitted P', ?,y 13 ? 1'I IS i _ MINNESOTA RULES 7672 7I (),--r 10 Zmf - New Energy Code Worksheet Submitted `! II 4f;?1 i Plumbing Contractor. Phone #: ' Plumbing System Includes: NVater Softener I.asvn Sprinl:ler ?--Fee: Water Heater No. of R.I. Baths No. of Baths Mechanical Contractor: Nlectiaiiical System Includes: Sewer/Water Contractor; 4ir Condiiioning _ Heat Recovery System Phone # Phone # rec: $70.00 All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances ? Signature of Applfcant ?. Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 1l01 OFFICE USE ONLY ? 01 Founda[ion )( 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex ? 31 New ? 32 Addition y. 33 Alteration ? 34 Replacement Valuation Census Code SAC Units Nbr. of Units Nbr. of Bldgs Type of Const ? ? ? ? 30 Accessory Bldg ? 31 E#. Alt - Multi ? 33 6ct. Alt - SF ? 36 Multi 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair 37 Demolish (Bldg)' ? 43 Reroc?f, ? 46 Windows/Doors 'Demolition (Entir 'ftg? only) - GivePCA handout to applicant / /'?-(e[.- l?l?` ?Pf,b'•S?`ssa:a ki ?L[. ???s-_', fL` 9dG ??{? Occupancy IL? MC/ES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinkiered W idth r ? I vL- REQUIRED INSPECTIONS _ Fooangs (new bldg) _ Footings (deck) FinaUNo C.O. _ Footings (addition) Plumbing Foundation Drain Tile ? Roof / Ice & Water ? Final Other _A Framing Fireplace _ R.I. _ Air Test _ Final Insularion Approved By Tc, , Building Inspector Base Fee Surcharge Plan Review nncrES sac City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Tatal ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 12 12-plex Pibg_Y or, N ? 25 Miscellaneous , .f-? -t`??(? L"?`-l 0?s?} FinaUC.O. ? HVAC _ Pool Ftgs Air/Gas Tests _ Final _ Siding Stucco Stone _ Windows (new/replacement) d ~ J 1~ ~ ~ ~ ~ ~ ~ t ~ ~l ~ ~ ~ ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ~G~ r~ ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ , ~ ~ : ; , , . , , . _ f ~ ~ . ,w~. ~ . J . 4 ~ ~ M , ~ ~ _ ~V~~~~k ( , . . , , ~ , „ , ~ ~~~n . ~ ~ ' ~t ' ` ««~"`M , t ~ , , ~ . w . ~ ~ ~ ~ ~ . ~ ~ . , r . . ~ ~ ~~,y~N . , ; ~ . ~ " ~ ~ ,s ~ , / $ ' r ` , ; , t r ( ~ ~ a~~ ; ,,~q ~ J . r . . ; i'~y ~`~pe ~ ~,r~ ~ . i' f . . ' . - . , „ ' f e ~ ' ~ ` . . . ~ r . . ~ . ' . ' ~ ~ ~ ~ . . ~ . , ; ~ , . ~ , . , ; ~ t ~ ~ . ~ . , ~,.r . , _ ~ . , € ~ . . . ' . ~ . a, r - . . ~ . ~ ; , r. - . -a,.. ~ (Y~ ~ ,r ~ . . . ~ ~ i. ~ . ~ ~ , ~ , . ~ ~ . . : ~ ~ „ ~ , . ~ ~ Ps i~ v. ' . . . - , ~ ~ , , ~ . ~ ~ . . ~ 4 ~ - , , j /yy r ~ - y - . . . . . ' f ~'.nI ~ ' " . . . . . . . . . . . J k? . ~ ~ . : - . . . . . fr uP . . . ~ ~ . ~ , . . . ~ Ft%:"'"V ~ . ~.';b-, . . ~a~ ~ . . ~ . ~ . . . , ~ p ~ ~ ' ~ s . . . . . „ ` ~ ' ' f 'J ~ ~ s u-. I~ .x . . . p,, . . : 1' ~ ~ . r 3 ~ , . . . . . ,.r ~ . / . ' ` ~ . ~ . . . ~ u. ~ er . g- . . . . ; , _ ' _ = ~ . ~ ~ , ~ . ,-.y:. ' ~`w'.. .d ~ ~ . . ~ ~ . . ~ ~ ~ . . . ~ y.. . , . . . . . . . . , , M. . . ~ , .,k , ~ _ ~ r ~ ~ t ,r ~ i r ~ . ~ #y . ~~r " ~ s , . . - . ~1~v~ 4}. . ys~ ~ ~ . ~ { . . . . ~ . . . ~ a q ~ ~ ~ ° 3 .~-.,~.d . ~ : ; A~ ~ . . . , .~:,~ww _ . h - , ` . ~ R~ x ~ ~ ~ ? ~t r . a s~ ~ , ~ ~ ~ r ~ , . ~ . r ~ ~ wW~~ ~a , "'q ~ . ~ a . ~9°.. 4;u.'#bal.w~• ~ ~ ' . . ~ . . . d a ,,,s ~ . . . . . . ~ :';t~ : . ~ ~ . t. . . . ~ f ,.m . ~ ~ ~ . . ~,r ~ . . ~,y ti~ ~g..~ ~}kF&+, ar.. . x~~ . : . . ~ ~ ~ q, . 4~ r~ . ~ - . . w. M ~ ~N s - . ~ . r .v+..r . fi' ~ . . . ~ . . _ . e ~ . d i_ T. ~ ` r' ~ - ~ ~ , ~ ~e ~ ~ r: , ~ ~ . ~ ~ • ~r - . ~ , ~ _ . . _ ; ~5 < ` ~ _ . ~ . , . ~ x.. ' s ' 7~ a 4aA , , , . . ~ . ~,4. R ~ er~,`+` . . 7 ~ . ~ a } . `..fl' y . x' F L F f ~ h . . , ' ~ . . . . , _ t . . _ . , J ~ ~ . ~ . . , r , . . . . . ~ . ~ . ~ ' g w. ~ . . . . ~ J .r~' @.:~m~~"~tro' . A.:• ~ j~.. , ~ . . . . . . . ~ . . . . ,w ~ • . ~ ~ , ~ , ~ . "t~~ . . . - .e , o ~ > . . . ~ v ~ ~ ay . ~ . _r.+. . . ~ ~ ~ . - ~ ~ . . c . - e.. ~ . . ~ . . ~ . . . . r : ~ . d ~iJ~ f Y.v~' . ~ ' ^ ` -0" ~ . $P ~ . . . . ~ ~ yr r. ~ . . ~ - . ' ~ ~ ~ ~ . . ~ ' V ~rv ~ ' ..r~. . v ^ e~,' f = .by . ~::.~e° ~ n ,~a . , . k °~R"f i~ ° ~ . . µti..~ . ! 1° . . ; . ~ ~ . . ~ a~ . ~ - . . ~ d L ~ . , ~ ~ , ~ , . ~ ~ ~ r- . : ~ ~ ~ ~ ~ . - „ n.. ~ ~ . ~3:~ ~ ~ ; • ; ~ ~ ..F~ a' , ~ ~ ~ ~ . . E, < . , a , _ r. . ~ A. , ~ , `y' ~ r~' ~3 - r. r ,,~g. . . . ~ . . . w. , .,w~- ~ . ~ ~ , , ~ ~ . ~ F~.. ~ - , . . . ~ . ~ . . • . ~ , . ~ ~w ~ ~ .,r`, . . , . , . . ' . „ . . ~ µ . . . ~ f ~ ~ : , . , . ` M„„,~•~ ~ ~ . . . , ~ . r. F. : . ~~xv,~ . ,a~ .r" . ~ _ . . , , . . . . y;,.u,,.., . . . . , , ~ ; ' . , . . ~ ~ ~ - . . ~ ~ ~ . . ~ . M ~ . . . . ~ ~ . ~ _ . ' . . , v- . , ` ~ . _ ~ ; ~ v.~., , , g? j ~ . . . ,,s~, ~ ~ . ~ = . s ; ' ~ ~ f S~ ~ . ~ ~ ~~~~wQ„,~.? d" ~ ~ - a.~'nr`^"" . :X . - , ~ r , . , ~ i " _ i ~ ~ ~~Y ~ . . fi . .ac . . " r E ~ , 4 ~ < :»m , ~ ~ . . . . . . ' ` ~ ` J . , . - . . . . . „ p 1 ~ . . _ . ' . . v ; - . . . . ~r' . . . - - "~r• . ~ . - ~ „ . _ ~s w ~ ~ - . . - _ . a 1. . . ~ . _ . - . v-, ~,~.A - . 1 ,:~rc~' ,ye~'` . , . . . e.,.: ,Y , . .v . ' ~ , .e ..u.: F : ~„a r'. ~ ~ u ~ rart~ S . : ~ . ~ . W, ~ , - ~ . ~ . ~ " , . ~ '3 A ~ . - , y,. ~ µ 4 ~ . ~ ~ . . u ~ ~ fl 5 . ps,°. . „ $ rr~' . u ~ : . ~ ~ ~ r ~ '3 , . ~,F. „ , r,~""~ ~ ` ~,<r ~ o . ~ ~ ~ , , ~ ~ - ~ _ , ~ . ~ ~ ~ rn« - ~ ~ ~ ~ , ~ ~ rv~ ~ ~ ~ ~ ~ ~ . ~ ,~r~~ f ~ ~s ~ . , - . r. ~g ~ ~ ~ w _ ' ~ • - H.~ ~ ~ ~ ~ ~ ~ a u-~ *d,,~ ~ r . ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ s . ~ , ~ , ~ ~ t ~ ~ s , , ~ , , , , . . .,~tt ~ ~ , ~ ~ ~ ~ - ~ . . „ ~ ` ..a, ~ ~ _ . : ~ .f_. ~ fi ` ~ . , , " ~ g ' ~"`~,,,~~.x~.; ~ ' , « f~~ _ n ~ ~ ~ ~ > ~ , ~ ~ < <o~ ~ a~ ` ,~1 ~ ~`k"` ry~ t,~~ ~ a ~~v . ~ ~ . . . . ~a~ "::ti; ~ . ~Z"^" ~ - . . ~ . . . ~1 ~ ~ ~ ~ ~ ~ . . ~ a~~rzxw~~~~ . ~ s _ . ~ . a*~ „ " . . ~ ~ _ ~ ~ ~p~. ~..a , ~ .,~z~~~. . . ~ ~ ~ ~ . . d .~:v . . ~ ~ , < ~ . . . . . ,,..x ~ . ~ . .~,v w , ~y,~. . - ~K . . . . : ` . , ~ ~y ~ .~y.'~rf+~~'"°fu`S cs.' . . , . 0 • .y~?'..: • . : . - w~,t'~ ~ . . . ~r ~n,. „ ~ ~ ~ ~ n~~ xz,r. , ~ ~ . _ y ~ ~ ~ , ~ ' ~ ~ > . p.~ ~ , ~ ~ ~ h ; J m ~,y t` ~ r ~ :M . ~ 8 Ypr ~ ' . . . . $ z . Y E ~ r. h G'.t~k~ p ~A . ~ ~ , ~ ~ . ~ . . ~ 2~ ~ 'a~ t ~ ta y Na. ~ . s ~ a"~, ~ , ~f ' ' ~ t`''4 . . ~ t g _ ~ a„4F . ~ : . . . ~ v f ~'~s., k ~wM/ s~ §4 ~ ~k i'~ . . ~ . . , s~'~ - . . ~ . . ~ . . . . . . . ~ §~~es~ . ~ 's;~°. ~ : ~ ~ ~ ' n 2k > c . . r .{^~1 ~ ~ . ..~.r. , ~ . . . ~ ~ q z. ~ . i&¢ ~ ~r"' mm+n .y1 ' . ~ . . tw'?~' rM1~ ~ n§ . _ "'x ~.v , , e y , ypa a ' ~,.,rz . ~e.~ .yyr n ~ ~ ~ ^ - . ~ ~ - . ~ ~ ' . . ~ M . . ~ . . . ~ ~ . ~p~5 . a„ ~.4q„ r"`.~dh'°` ~ : ~ ~ve..r;~ . ~ ~ . . . y ~ . ' . f&.~ ~ ,~.yu ,c r ,p . . . . ~ ~,a ~ E . , . ~ . . '~tE : ~ ~ . ~ ~ . ~ . ~ . ~ Y k ...~y N <ra.,.. . . . . . . ~ ' .f ~ p . ~ . .m . ~ ~ j~ , e~ . . ~ x.a ~4~' "y . ~,*.k{,c"'i" Y' se. 2'~',...N= . . . . . . . W . 6 ~3an, i . . ~ . ~ . ~ ~ ~ . ~ ' . . ~`~,~.,F,,A?4W~": . " . ~ . . . . ~ 4~~ . -,:k ,y~~~~. t 4° ` ~ ~ ~ :i , ~n~ . , . . . ~na 1 . c ~ . ro. . . . i ~ ' . . . . . . . . ~~~r . . . . . ~ p . . . ~ . . ~ .,.Y. . . . . . . . . . . . . . . . . . . . . . . ~ ~ ~ . . . . . . I . . . . . . . . . . _ , . i . ~ M . ~ : . . ' ' . . . . . .4 , . . . . . . . ~ ~ ~ IING:0 . . . ' ~ . . . . . BURNS'JILLE, fvtlNiVESQ'fA : FRiDLEY, ti1lnINESOTA LLE, fv'[4NiVES{)TA $90-1272 , M1NNESOTA : 566-6600 P~tOF~SSiONP,~ ElVG1NEEft : 1{3NP,L EritG1NEERS. SCTE PLANNERS AND LA(~U SURVEYORS Ki SUF{1/EYOiIS ~ ~ R~V. ~Ew3~Ct1I3'" I IO~lil -VtiTE; L7Y ~CAI.E ~ ~40, DESCRIPI"I~}N , m ~ ~ p,, ~~VN k . , . . ~HK't~ AI'PV€~ ~lQBs ~~3. ~H~ET OF 04/11/2011 MON 14:21 FAX la002/004 v Use BLUE or FLACK Ink - - City nil NlvnJt 0: of Earn Cs I Permit Fee: • / 3830 Pilot Knob Road Eagan MN 55122 Dale Received: Phone: (651) 875.5975 i staff: Fax, (851) 675.5694 I I 2010 ~m RESIDENTIAL BUILDING PERMIT APPLICATION, Date; r 1 Site Address; ',59'4 1AXYluLlIz91 Tenant: Suite RESIDENT I OWNER Name: )km F ~ rf 1 ~.I_ k]inbQ Phone; UfS 1 - 4f5a-.,a M-5 Address I city i zip:. LTNz (a aff 1 a.5 Applicant is: _Owner "{Contractor TYPE OF WORK Descriptlon ofwark: ~n~,.. AQI--teAL iYlf~{~~. EGG C,ba Constnxtion Cos: , LEIS ~ Multi-Family Building: (Yes / No CONTRACTOR Name: 'CZ~' License 3 kQ Address. 0jLZn QL-.&eMh = lea] City: MPL°I, State: _ zip: fi'-'Vq L`3 Lb - Phone: La I a- c9q L ' 114 a Conlaat: d iC1Nd%'C Q6 EmaII: MICA 12.. erea.-' ~ C'C7M COMPLETE THIS AREA ONLY IF ON§MCTING .+A ME BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? -Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone; Sewer & Water Contractor. Phone: CALL BEFORE XgU DIG, Call Gopher State One Call at (631) 444-0002 for protection against underground utility damage. Cali 413 hours before you Intend to dig to receive locates of underground utilities- ww-nooherstataanecall•oM I hereby acknowledge that this Information to complete and accurate; that the work will be in conformance with the ordlnairtcea and codes of the City at Eagan; that I understand this Is not a parmlt, but only an applic lion for a permit, and work Is npt 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 plane. d'ekeifle, L u eit~ x l Appl canes Printed Name Appll nirs SignatafiIi Page 1 of 2 04/11/2011 MON 14:21 FAX U003/004 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch ("eason) ! Storm Damage Single Family Garage Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi _ Deck _ Porch (Scroen/GeaebolPergola) Ellarlor Alteration (Multi) 01 of - Plax _ Lower Level Pool _ Miscellaneous Accessory Building WORK ES New _ Interior Improvement _ Siding _ Demolish Building' _ Addition _ Move Building _ Reroof Demolish Interior -~Lc Alteration _ Fire Repair Windows J Demolish Foundation _ Replace _ Repair _ Egress Window u Water Damage _ Retaining Wall 'Demolition of entire building -give PCA handout to applicant DESCRIPTION Valuation Occupancy MOOS System Plan Review Code Edition SAC Units (25%-100%--) Zoning City Water Census Code Stories Boostor Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width RI<OUIRED INSPECTIONS Footings (New Building) Shestrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation IiVAC Drain Tile Other: Roof: _lee & Water -Final Pool: -Footings __Nr/Gas Tests _Flnai Framing Siding: Stucco Lath Stone Lath Brick Fireplace: -Rough In Air Test -Final Windows Insulation Retaining Wall: _ Footings` Backfill _ Final Meter Size: Radon Control Erosion Control Reviewed By. Building Inspector RESIDENTIAL FEES Base Fee / Surcharge Plan Review MCES SAC City-SAC- Utility Connection Charge S&W Permit & Surcharge 1 P ~;f P Treatment Plant Copies TOTAL Page 2 of 2 PERMIT City of Eagan Permit Type: Plumbing Eagan. Permit Number: EA099290 Date Issued: 05/27/2011 OR Permit Category: ePermit 41~ it~ of E3 E Site Address: 594 Huron Ct Lot: 21 Block: 2 Addition: Lakeside Estates PID: 10-44300-02-210 Use: Description: Sub Type: e - Fixtures Work Type: New Description: Main Floor Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments: Alex Barna PO Box 188 Cedar. MN 55011 763-444-0292 Fee Summary: PL - Permit Fee (miscellaneous) $50.00 0801.4087 Valuation: 1.012.00 Surcharge-Fixed $5.00 9001.2195 Total: $55.00 Contractor: - Applicant - Owner: SoNvada and Barna Plumbing James I-Johnson PO Box 188 594 Huron Ct Cedar NIN 55011 Eagan MN 55123 (763) 444-0292 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 Cite of Eagan Ordinances. ApplicantiPermitee: Signature Issued Bv: Signature r. y p S 7 Al 1, i ~ I c ' ~ >ny , 1 .30• ~gy , S Ll\ N a d FT-M5 m !R -P9 ~ neaaoslnse~csw ~.,..r..~~„~... ((qj1 1, -1 t I , 1 ,1 ~ M 7 ~ 1 ( ~ 9 4 , . N~:G Viyt l ~ " C a ~ f N~~ y3° t~ I . d~.^~ ~ 9 t 1 s G' r , ` ~ p, ,;r n, ~ t L I ~ q~ - a ~y, ~ ~ , ate.. r ,r i - M1 ~ g , ~ . , ~ e,.., ~,.:.....w ~ jy ~ ~ , • s'S ~ ~ . ~,M,~r , .w ~ ~ ~ r ..µw~. , ~ v.P ~c ~ F . , ~ .m. \ R~-~~ S jy.~j F! ..r ,R _ , ~ imp""°- Jr^' :uy + r - Ye7"" n ,r'' ~ r ~ w , ~.v r._ y,~„ ~ em^'' ~ K' ~ , n ~ , ~ ~ .rem~tssu+tfl.-a?N~aa~.aa, rr ; ~ A~ 1~ w ~ M!' ~.1 :.r 11v .i ~ ~ . ij/ ~ ~ h: ~L rv.., ' ; . 7 , ~ . ~ ~ S ryB'°"~~ ~ ~f f .a, ~ aF,. ' ~ ' L''~ ~ ' ; ~ p;P{n. ,~H w .e w .y,,,.. , ~ a ' , , s tx . w 1 !10. 1 - ^~j ~'l^: , ey<P „F,rY sy, lu..}~1 ~ 4x~R~, rF w~ T N ~ l~,h~ I~ 4,~,. - i kw , p t. r • ' BURNSVILLE, MIND URNSVILLE, MINNESOTA 830-12fi2 ' ' FRIDLEY, MINNES( , RIDLEY, MINNESOTA 586-6G00 PRQFESSIDNAL EN AND LANG SURVE' ROFESSIONAL ENG4NEE~RS, SITE PLANNERS ENO LANG SURVEYORS r 1/. „ r ~ V1 F_ F . ~ ~cA~E # ~ a ~~scR iP~ t. ~ a~scRiP~r~aN aaz~ sY . r,... ~,d1 GHK'D . APPVD _ . ~ N0 t &HEET ©F ...e........ PERMIT City of Eagan Permit Type:Building Permit Number:EA112992 Date Issued:08/28/2013 Permit Category:ePermit Site Address: 594 Huron Ct Lot:21 Block: 2 Addition: Lakeside Estates PID:10-44300-02-210 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are not acceptable in lieu of inspections. Carbon monoxide detectors are required by law in ALL single family homes . Jeff Pelant 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 - James L Johnson 594 Huron Ct Eagan MN 55123 (651) 278-5957 Legacy Restoration Llc 14000 25th Ave N Suite 110 Plymouth MN 55447 (763) 354-7660 Applicant/Permitee: Signature Issued By: Signature 1 For Office Use % 3 �� � � '�� P: e. ,, . sE AG A N P (/ Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: buildinginspectionst cityofeagan.com L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: �� �l ` \ yA.v1 c . �A Unit#: Name: ,c\k. S c, Phone: Resident/ Owner ' Address/City/Zip: 7 vo,..— C.---- , Applicant is: Owner V Contractor Type Of Work ' Description of work: yo 1i - -la oo t= \\,,,,A e,c=- kO 4ck,l c cA_ tilq t 06, Construction Cost: �'),c)G u '_ Multi-Family Building: (Yes /No \-/i) Company: Vs-A.. r( (A.1 o�,S c Contact:-3cw ke:ti,41.xA' _Cl Contractor Address: `,.-- 1 Ojw c= u 1,..,,v City: L_A-1.L'-T__,i (A Stater►\ Zip: CO 4(4 Phone: 5)--befi..V,o 51 Email: KU,S Lk -ET.--c�, �its 6- i�u4,v( L,....--,--,_ License#: d k rt 5 10 Lead Certificate#: kj. AI -f - 06A-36 `( If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING l In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: , Sewer&Water Contractor: Phone: , Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be I. classified as non-•ublic if•ou •rovide s•ecific reasons that would •ermit the Ci to conclude that the are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaqan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and aper. - . -7------- ..... ..,....._...._..__ „ a t.-)e)., V,, ci 1--. Applicant's Printed Name ( Applicant's Signature