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797 Trotters Ridge
City of EaaR 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 07 RECD Use BLUE or BLACK Ink Permitt # �jJ) / - / Permit Fee: ) • 66 Date Received: Staff: 2010 MECHANICAL PERMIT APPLICATION Date: (4 — Site Address: '--)C11 TThfk (L. ek Tenant: \ YCi k�/— Suite #: -J RESIDENT / OWNER Name:‘0 a 1 K LA ker— Address / City / Zip: Phone: CO --_S (L) CONTRACTOR Name: Address: State: Contact: BURNSVILLE HEATING & A/C, INC. 3451 W. Burnsville Parkway Suite 120 Zgumsville, MN 55337 Phone: Email: License #: City: GS -2 - TYPE OF WORK PERMIT TYPE New X Replacement Additional Alteration Demolition Description of work: i r *L VitriQ�d61� k ;r f1 RESIDENTIAL XFumace XAir Conditioner Air Exchanger _ Heat Pump � Other 0\--Mit+ ,( 3.1- `I1/41 -i COMMERCIAL New Construction Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under / Above ground Tank ( Install / _ Remove) ** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $) ,C TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal $50.50 Minimum (includes State Surcharge) OR Contract Value $ x 1% - If Permit Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). = $ Permit Fee = $ 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.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 tJ a approved plan in the case of work which requires a review and approval of plans - eS110-hail x Lna g--)77 0 App ' nt's Signature x Applicant's PrintedName 1 ~ - a CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # . To r~}. ST Dy1G/CJ1jt Est.value =121,000 Date-JUL 24 , 1911L_ Site Add 797 TROTT'ERS itIDGB Lot BIOCk Z Sec/Sub. ~ID1,B xIOG~ 2ND OFFICE USE ONLY PafCel N0. Occupancy ~3 -111--1 FEES Zoning PD R- 1 ' W Name WILLI.AH HIJi'[NEa CONSIYEICTION (,octuaq const Bidg. Permit 713.00 ; ~ AddreSS 960 WATgKFM Dlt k (Ailowable) -V=0 o City EAG" Phone 432-"" r or srories surcnarge 60•50 ~j•~ Length 621 Plan Review }a Name SAME Deptn snc. ciry 100.00 gF Address S.F. Total - SAC. Mcwcc 6'~.00 Phone S.F. FOOtprints On Site Sewage Water Conn 660,00 ~ W'Name on Site wen ~ waler Meter 9s•~ • x= Address Mwcc s siem 00 i W City Phone Ciry wacer x Acct. Deposif 30. 00 PRV Required x SI1N Permit 30'00 I hereby acknowlege that I have read this application and state that the Booster Pump - S/yy Surcharge •30 information is correct an greeto comply with all applic e State ot Minnesota Statutes and Ci of EagamOrdinances. Treatment PI 276.00 Signature of Permitee s ~ APPROVAIS Road Unit 370.00 A Building Permit is issued to: ~R CMT Planner - park Ded. on the express wndition that all work shall be done in accordance with all Council ~ applicable State ot Minnesota Statutes and City of Eagan Ordinances. gldy, pK. _ Copies Building Official Veti2nCe - TOTAL 3?"8•00 . Permit No. Permit HoWer Dats T"phone M YYATER SEVYER. PUIMBW+IG S / H.YAC. ELEcTaIc NnpscNon Oate Insp. Canmwft Footings I Foundation ~l,i l~ l~ Q bl& Framin9 ! - / s Roofing Rouah Plbg. - 3 91 Rough Htg. lsul. F~replaoe Final Htg. Orstat Test Final PIDp. Plbg. Inspeda - Notify Plumber Consl. Meter EngrlPlan Hlog. Final lel .t / Dedc Ftg. Deck Final Wea' Pt. Disp. ia 3-q (e S Q~;~ - r ~ ~ +r • • I titp of Cagan lorpmunm of adong jn,wnim This Cerrifernte issued pursuant m the requiremenu of Secaan 306 of the Urriforni Building Cade certifying tlw a11he tirne of issuance this strucpcre u+res in conipliance witk 11re mrrour ordinances of the G7Y regulakng building rnnstrrtctfon or use. For the followurg.. uK chmilimdoe SF =/GAR &ai. Permit ro. 1905 ` R3 1 PD/Rl VN o~ ~ HITTIINBR OQ!~~ 7~TI ~ 960 WAI~ DBIVE, F1lC~1N aamos am" , ~.n~, , ' , ~E RID(~ ; / i` - Dame 10/22/Q1 B.1dg POST IN A CONSPICUOU3 PIACE . . . . . . . t . ~ p~ . . . . . . . SEWFR 1111Al/4fTER PERMIT qFFICE USE ONLY CIT11' UF EAGAN METER # G PERMIT DATE 07/31 /91 3830 PIIOt KflOb Rd. CHIP # ~ PERMIT # 121 E6 ~ Eagan, MN 55122-1897 S~e~dSw S ' METER SIZE S g B.P. RECEIPT # e 14707 i DATE JUL 29 , 1991 ISSUE DATE B.P. RECEIPT DATE 01129141 ~ ' PRV - BOOSTEFi PUMP ~ SITE ADDRESS 797 T1t0TTEP.:. RIDGE PERMIT REDUESTED ~i LOT 26 BLOCK 2 SEC/SUB Bh1DLE (ZIliGi: 211;1 x SEWER X WATER _ TAPS APPLICANT: ADDRESS: - COMM/IND a RESIDENTIAL . CITY, STATE ZIP - -X- NEW - EXISTING PHONE: Lawn Sprinkler Meters are to be Installed I PLUMBER; STAit PLU1iBING Ahead of Domestic Meters on Water Line. i ADDRESS: 1C18 M~UND SPI:TNGS T~'P.R Credit WIL{, NOT be given fc3r De~luct Meters. CITY, STATE BLQOMINGTOt; MIN ZiP 55420 --884--4149 ~f 1( L-.'~''~%~`-- PHONE: " =T=~.=w'f~-,-. I AGREE TO COMPLY WITH CITY OF OWNER: t"lILLIA.M. I{UTTNEk CONSTKLCI'll;ir' EAGAN ORDINANCES ADDRESS: 960 WATERFORD UR ~ T r CITY, STATE EAGAN iylN Z~p 55123 PHONE: 452-30UG f G!: 723--4161 • SIGNATURE WHE METER ISSUED PLEASE ALLOW T11VQ*dRKING bAYS FdA PROCESSING~ CALL 4545220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. SEVYER.& YVATER PERMIT OFFICE USE ONLY CITY OF EAGAN METER # PERMIT DATE U 7/31 /S 1 3830 Pilot Knob Rd. Eagan, MN 55122-1897 CHIP # PERMIT # i2186 METER SIZE B.P. RECEIPT # G 14707 DATE~ ~t r U1 119, qy (SSUE DATE B.P. RECEIPT DATE 07/29.1~11 -k- PRV _ BOOSTER PUMP SITE ADDRESS /9 7 1' RC)TTERS k i DG~~ PERMIT REDUESTED LOT ;~~BLOCK 2 SEC/SUB BRIDLE RIDGE 211D i x SEWER X. WATER _ TAPS APPLICANT: ADDRESS: - COMM/IND ~ RESIDENTIAL CITY, STATE ZIP X NEW - EXISTING ~ PHONE: Lawn Sprinkler Meters are to be Installed PLUMBER: STAR !'Lt3MBINc; Ahead of Domestic Meters on Water Line. ADDRESS: lOlE MOlfkD SPRIN6S TERR Credit WIL~ NOT be given tor Deduct Meters. CITY, STATE BLOOMINGTal4 Alli ZIP 55420 1_ ~~7" PHONE: 8F4-4149 I AGREE TO COMPI.Y WITH CITY OF i OWNER: SJtLLIAI! HIlT?NER CONS7RL`CT10n EAGAN ORDINANCES ~ ADDRESS: 960 k*ATERFORD GR W CITY, STATE EAGAYr' MN ZIp S 51 Z i PHONE: 45'-108$ nR 7?3-4161 SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 4545220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. RESIDENTIAL BU(LDING PERMiT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD - 55122 M?J i~- 651-681-4675 ~~Q I U v NewCnnstruction Reauirements RemodeUReoairRevuirements • 3 registered srte suneys showing sq. ft. of bL sq. ft. of house; antl all roofed areas • 2 copies of plan (20°h maomum bt coverage allaxed) . 1 setof Energy Caiculations krheated adtlitions • 2 copies of plan showing beam & wirbow sizes; poured fouM desgn, e[c J . 1 site survey fa exterar additbns 8 decks • 1 sei of Energy Calalations • 3 copies of 7ree Preservation Pian if lot platted after 771193 . RimJOistOetailOptionsselecfionsheet(bidgswith3orlessunits) DATE l- 3I -'0 / VALUATION (EXCLUDING LAND) 57~_o ~ JOB SITE ADDRESS 7 97 7~-7r4~-'iS A D(5A- ,~"~d IF MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTY OWNER Sc/~??L B r= c jZ_~_ TYPE OF WORK NS c'-Z i ~ FIREPLACE(S) ~ES ~ NO APPLICANT 6 c-a2s PHONE# & s/- 6 ~F6 -0 9 PAGER ~lo /L~ B ~O - OG S3CELL PHONE # Co57 ) 3YLd Yy10 FAX # 46- vs~ ~~ST~ C NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residentiat Ventilation Category i Worksheet Submitted - Energy Envelope Calculations Submitted MINNESOTA RULES 7672 - New Energy Code Worksheet Submitted Plumbing Confracfor: Phone Plumbing System Includes _ Water Soitener Lawn Sprinkler P'ee: $90.00 Water HeaLer No. oF R.I. Badis No. oF Baths Methanical Contractor: Phone # Mechanical System Includes: Air Conditioning Pee: $70.00 I-[eat Recovery System Sewer/Water Coniractor: Phone # All above information must be submitted prior to processing of application. I hereby acknowledge fhat 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. Signafure of Applicant Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 1/01 CITY OF EAGAN NO 1 g495 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt s- C I4-7U-7 To6eusedlor • SF DWG/GAR Est.Value $121,000 Date JUL 29 Site Address 797 TROTTERS RIDGE Lot 26 Block 2 Sec/Sub. BRIDLE RIDGE 2ND oFFlce uSE oNlv PefC@I N0. Occupancy R-3 M-1 FEES Zoning PD R-1 = Name WILLIAM HUTTNER CONSTRUCTION (AClual) Const V sid9, Permtl 713.00 w - N o AddreSS 960 WATERFORD DR W (qllowabla) V-N City EAGAN phone 452-3088 ~ of Siones Surcharga fi0. 50 Lengih 62, Plan qeview 463 . 00 o Name S~E Depm 44' SAC,Ciry 100.00 0,Q AddrBSS S.F.7otal _ • City Phone S F Footpnnts _ SAC, MCWCC 650.00 0 On Sne Sewage Water Conn 660.0 uw Name t i On Site Well - Water Melar 95.00 ~a Addle55 MWCCSystem X <W City Phone cnywater X Acct.oeposit 30.00 PqV Reqmred X SiW Permil 30.00 I hereby acknowlega that I have reatl Ihis application and st that ihe Booster Pump - SNJ Surcharge .50 mformation is correct and agree to c mpy wtlh all bplic ~ State ol Minnesota Statutes and City of a rdinanC 7reatmem PI 276.00 Signature of Permitee ~ ~ APPROVALS RoadUnit 370.00 A 8uildinq Permit is issued to: WILLIAM HUTTNER CONST Planner - park Ded. on ihe eapress condition tha( all work shall be done in accordance with all Counctl apphcaDle State of Minnesota Stalu1tes awnd~ C~n/y of Eagan Ordinances. gld9 01f Copies Building Oflicial ~~1 q ~l R. 1 I I I!J Variance - TO7AL 3,448.0 0 AddreSS: 797 TROTIERS R7iYE Lot 26 Blk z Sec/Sub gglql,g RTp(E 2Np These items were/were not complete at the time of the final inspectian. 10/22/91 Yes No 46 Final grade (6" from siding) V"' Permanent steps - garage ~ Permanent steps - main entry Permanent driveway ~ Permanent gas ~ Sod/seeded grass Trail/curb damage ~ Porch Basement finish Deck Pleasa verify with the builder the removal of roof test caps fzom the plumbing system and the shut-off of water supply to the outside lawn faucet before freeze potential exists. my ucm~o ru~~ White - City copy Yellow - Resident copy Pink - Contractor copy ~ 7v zoos RESIDENTIAL PLUMBING PeRMiT aPPUCaTioN CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date, I I (o I 0 (O Site Street Address YO -e ( RJ _9-- unit # Property Owner t'~n~-+ ~ ceC.lr ie- ~ 61,le ~ Telephone # ( ) Contractor \Y12AA(S ?n~VI~QJ ~ C C~v~ I~0 Telephone #(/S~) O//-~Y YO Address Cit~ ~4oi)il1E'_ State f)jZip The Applicant is: _ Owner /\Contractor _Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 ~ Add plumbing fixtures. This fee includes installation of a water softener and/or water heater at the same time. If you are insfa!ling onlv a water sokener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. _Septic System Abandonment _Water Turnaround (add $130.00 if a 5/8" meter is required) Other: Water Softener _ Water Heater $ 15.00 _ new _ replacement Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 SWte Surcharge $ .50 Total $ I hereby apply for a Residential Plumbing 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 plumbing codes; that I understand this is not a permit, but only an application f a permit, work is n o n is sta without a permi nd work will be in ordance with the aprov ~a~ the event a pla ired to be revie an pproved. JG50~ ~G u~„ • ApplicanYs Printed Name App i ant's Signature ow N 3 (o I O . Sl.o 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Consirucbon Reouirements RemodellReoair Reauirements Office Use Onlv 3 registered sile surveys showing sq. ft. o( lot, sq. fl. of house; and all roofed areas V, 2 copies of plan showmg fooGngs, beams, joisLS Cerl of Survey Recd Y_ N (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd Y_ N, 2 copies of plan showing beam & wmdow saes; poured found design, etc. ?1 site survey for additions 8 decks Tree Pres Required Y_ N 1 set o( Energy Calculalions Addthon -indicate don-srte septx sysfem On-sAe Sephc System _Y _ N 3 copies of Tree Preservahon Plan d lot platled after 7A193 Rim Joist Detatl Options selectlon sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form C ~ - rcmni - S k~ Date /0_ Construction Cost ..L / 0, 0cQj Site Address 7q7 Z;go TTF~S iCr~Gt~u Unit/Ste # T Description of Work 4041 ~f~1,0~~„ / Oi'C-~ //I j~C~,~• G~j7..~j~ u~Q~~-~ Multi-Family Bldg _ Y_ Y Fireplace(s) _ 0 _ 1 _ 2 Property Owner Telephane # ( ~s/) Contractar Address City 61se State Mlwu . Zip ~~U ~Py Telephone # ( dsh qJr(o ^75S g COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Ca[eeorv 1 Minnesota Rules 7672 Energy Code Category > (d submission type) • Subm tted Residenfial Venhlalion Category 1 Worksheet New Energy Code Worksheet ubmitted • Energy Envelope Calculations Submitted In the last 12 monihs, has ihe City of Eagan issued a permit for a similar plan bad on a ntr p _ Y _ N If yes, date and address of master plan: V Licensed Plumber Telephone # ( ) Mechanical Contractor Telephone ~ Sewer/Water Contractor Telephone ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City o a an and the State of MN Statutes; I understand this is not a permi[, but only an application for a permit, is not to start without a permit; that the work will be in accordance with the approved plan in the case or which ' es a review and approval of plans. ApplicanYs Pnnte ame Applicant's 5 re ~DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ~ 20 Pool ? 30 Accessory Bfdg ? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex Q 17 Garage 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex W 18 Deck K 23 Porch (screenlgazebo) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvqes ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ~ 46 Windows/Doors ? 34 Replacement •Demolition (Entire Bldg) -Give PCA handout to applicant DeSCriDtlOn: Water Damage _ Yes T Valuation A J~ Occupancy 3 MCES System Plan Review 1~ DO%o or 25% Census Code Zoning City Water SAC Units ~ Stories Booster Pump ~ # of Units - Sq. Ft. z 9, PRV ~ # of Bldgs Length - Fire Sprinklered ~ Type of Const ~ Width ~ REQUIRED INSPECTIONS Footings (new bldg) Sheetrock ~ Footings (deck) FinallC.O. ~ Footings (addition) FinaUNo C.O. Foundation HVAC Drain Tile Other ~ Roof f Ice & Water ~ Final _ Pool _ Ftgs _ Air Gas Tes[s Final Framing Siding _ Stucco Lath Stone Lath _Brick Fireplace R.I. AirTest Final ~ Windows ~ ~ Insulation _ Retaining Wall Approved By: , Building Inspector ' 9r' - - Base Fee 3G 3 Zi I Surcharge Plan Review 90 )J'j / MC/ES SAC o c- City SAC / n Utility Connection Charge I(~ GA/LlL/v /'I~ACN C 36 60 70 ~ S&W Permit & Surcharge D ~OGt7 Treatment Plant (.vi nv pOW,f 1~~~n'~ License Search ~_'~,~,~1 r' 414 IAA~ Copies Other Total ~ SCOPE New windows through out (remove two existing and frame in) Add 4' X 8' to laundry at front entry Extend stoop and add gable roof at front entry Add 5' X 18' at LL bedroom and ls` floor family room Including new engineered roof trusses over family room Including new sleepers over existing floor to raise sunken lv rm 13' X13' screen porch (fireplace is deleted) 8' X 24' Deck Extend chimney at new roof line (gas fireplace) New cultured stone exterior at front elevation (including 3`a stall garage) {master bedroom and bath remodel deleted entirely} Permi[ Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release ]b Data filename: Q\Program Files\Check\REScheck\Cazlson/Quam.rck TITLE: Room addition CITY: Eagan STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Single Family DATE: 08/10/06 DATE OF PLANS: 6/9/06 PROJECT INFORMATION: Cecile & Bob Schauer 797 Trotters Ridge Eagan, MN. 55122 COMPANY INFORMATION: Steve Henjum COMPLIANCE: Passes Maximum UA = 418 Your Home UA = 376 10.0% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 506 40.0 12 Wall L• Masonty Block wlt~~/ Additional Interior Insulatioo 904 11.0 0.0 77 Wall 2: Wood Frame, 16" o.a 2784 19.0 0.0 131 Window 1: Wood Frame:Double Pane with Low-E 406 0.260 106 Door 1: Solid 36 0.260 9 Door 2: Glass 156 0.260 41 r COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted ' the pertnit application. The proposed building has been desi~ed to meet the 1995 MEC requiretnents in REScheckV 3.5 Release lb (formerly MECchec,~ and to comply with Ihe mandatory requiremen[s listed in the RES checkInspection st. Builder/Designer Date ~ ~ ME irRO . . 1875 PLAZA OR, SURVEYORS swrE 200 INC. . EAGAN, MW 55l22 Certificate`of Survey for~ (614452-7e50 ~HU TNER T CONSTRUCTION LEGAL 'DESCRIPTION: LOT2.Q,8L0CK? , BRIDLE RIDGE 2ND ADD ACCORDING TO THE RECORDED PLAT THEREOF DAKOTA COUNTY,MINNESOTA N 470 33' 2Q" W 106.39 0 oM'I DRAINAGE & UTILITY EASEMENT M 0 5F I5 m I ~ N I co ~ LOT 26 ~ I , /sxis 2 I w s~ N ~ g~ zy r ~p i_ f~l j ~ I LD ~ l0 9 D q;~3 +~L ~Z- ~ d5 z3 ~ 1'n RE-r REc-T. 0 P ifl•o ~ m I4- S/MJwr/ ~ ~.fp a I O Z 1I I ~ U'~ 29.b) I FtJ~la.~ 6 ~ 11.6N ~ 3~ T Q1J_ 15, w 23 ' (aAR. RFir. 5 4z p1 5 RF-cr . Qo,l,.,~,\ I . ~ p~`~~ ~I_Psnlaw • ~ 4 w~'~: { 's L = 2070 , 49° 51' 24~s:. R = 5?4.0.~. ~~~~_f.:._Y.~y•i~t~9 ,~__,..~.ROTTERS 'F2EI"bGE~.._. . LEGEND 4)-r .EtEVRno~ ~ S~o•8 - • INVERT ELEVAT10N AT SERVICE ExTENSiONs o DENOTES IRON MONNAAENT PROPOSED GARAGE FLOOR ELEVATION a DENOTES WOOD NUB SET PROPOSED FIRST FLOOR ELEVATION • t-~ DENOTES EXIST-INR SPOT PROPOSEDBASEMENT FLOOR • _~1a2~. ELEkA?IQN ELEVATION ~ OENOTES PROPOSED SPOT ~BIoS ~ ELEVATION ~ DENOTES DRAINAGE"DIRECTION NOTE VERIFY ALL FLOOR MEI6FITS WITM FINAL NWSE PLANS 1= I Mr*W c.rtify tnar rhis surv.r,plon a repat Mas prepand pY\nia:;or under my direct •uprvisian ond fAaf.l.am o dulY Bro41ey J. rr sMn. Roy. No.13233 ; Repistored LanA Surreyo? undK tM , I Date Laws of tM State o( Minnewta • ; f'`~~ ~ : . ~ DEC-11-2006 MON 02:14 PM FAX N0, P. 01 „ y_ Fax C4:$v~'.r r Sil i eM t Uate Faxed Engineerir,g Repair t!l T T F 1% ~ P.O. 8oa 666 - ~ Winsled, MN 5539G I'hvne: Mc~tro320-485-3861 or i-800-786-3Fif1 Fax' 320-465-3000 . F.d t:uufs Delivered 70: / i°a.< to l U~i.•i<'-74J3 -i6~ 7rotter's Ridge / 7~f') ~ 6~i: : '.'sCEVG L'agan, MN ~ ~ ' I'~c:gGr:ii:eg ~ I HRIj~qI'L" Fj]~iIP. ~'(fllaY - ~ Ibhk;rmy 282:i1S f{OOF ~ JnhNwiur, koott)YoCdrnwi5hauer.4dditinn ~ ' PG N; 2-7.53103 rtkp& k: )111P ~ F2ep:iiri'tk2-2F.!eD2B ~ A~IE551iy6 EAGAN EVIEWED i sv: _lT DATE:----- ONSDNISION BUILDINa IN EC ' :;z.cr: ?2:'v^ C.~ata:.er:~~arts Appie v _1;0:Y25'1S ^I:A' " ' ' tzy:2 _C PO?L?' nSt Hl;~ Cc- ti: 2x - 9 . ' _1285 0.03 0.^5 OJa SYt <11i2 er ir: T_atuts) OTF^..~"~` -s io~tt Ua:cr. _ S) .>5-30- 0 0) O- E --_:4: ^.GI ~.7E U.l; ? SPF 5^_GL 1~1i '~:ar_ Sa!et Jars_i ?s'lort e.v~ ir~ -x~ur'.cd ~i 5- 7- S) :3-.G- 0 v. .-~G ~ ~ _ { -62L ^.Ol 0.7? 2s < 54= 2AJCP-ZOC C-J ratL az:p c[*attal, i~sPe~~.m, +~E/os 3'r S7 iZ'. ~ 3o=Jom cnccd tac be~n laada~E =i~_rca"uoa dacmus^_a2i.on. -'-^~.Y"f'u -tr. _c nsr " N '-vo ioa~' applicL . ~C =ce •11~cv's s~'cti Sex vr=:.c R-.a?orn 2-..8 £YCa T.,= aA. c_~'~ C5: =..^.~`Q+-4Z5 ^ss zs ~SP ::vC.cE?i:.SC°_ :-26 FSe:S' 9G~-" ^_C Vazt L+D -9n - 3- G- C -9C • _ -29 CCC 0.33 0.32 ~ s:.e zcsv~: o=' ev.~.521a -o1LC.v^.es. 5= 2~_: ~t' =-SQ. E_. .C¢c. r. 1"0 ^C 4¢c_ _ -5. •_i 5 ~ yc 8 v- G a 7- 5 i03 C09 0.35 C3: tG~55:,^: vyou-~ ace es~.vcM <a Sa 3:t nx! If !3.9 Hc F= ]5.2~` ^sesa 9C 9ecc L -2~i Q- C- 0 -24 5- 5 -SJ O.OG 0.35 0.35 coat!wously bxaceL unieas ¢o'.ec o3ucrSae. _c r~C z~~e, ^G'L~ E.C py. EG'r 6.0 :,~_MOti>' PC: eE33~'G aa----- AY.S a~.15 322Ci:fq =c^aCV_¢: %-]OC 35P. Vert EOViv C?lii - =J'ja acb ?C.¢C' W-~ cro?G n/~ ~~'7 ::eaa arx¢ Pt :.o_..t ;c ]o_n~ -r : 1^90 "o -273 ? ]ia - 'CO i- 6 -527 Zii~ IZ 4_ c . :S- u- < . !v3e C -i36 3 :i no~ .1~0 6- < 9=2 r `sca~~ ~jovn :a Yoz ro..su~ _o"?O~e_ o~Y. ~PJY"~S uPi~~`: CCn.^.?C': ON ?F:1 SG~LP.i~. 2- ; -So2 5- < -988 C?!'E C~ ~.~'G~ ! V Oi~Z' {~y vut?r=cnedHeauL vaSln) ~sD. Oxa~ braco. 2'rA`r~' G:.O:ALDCJEL'4'IQ ~~•n __~~'...R'..: Y- 3 5<5 6- 0 0 J1~' rayled _l.~c u eeae o£ weS v,ta ~.5'~ G._35' L'+ '-"L nu'_c spaced 6^ o.e. ~-braa~ ass: ex:evl n./3a^.Sa n./:~t_o et(s). c 1«aat 9u5 oi re3 leaytS anC be aase L.Ua.. -0.05i9S9 -014/59'r ~ 4-a eizc, spec3aa, l grade a. veb. 1.Spnv -0.27/836 -0.41/SC6 4-3 2x6 T-Srace cu4ulxed on any reb ovns 16'-0••. A.Can0. -0.27/949 -0.4:/554 4-3 .1`]1 0.02 0.05 J - f+ ~ C h- J?' ~ O 600 ci 5x4 3%4 C)T v~q4; MI \ ~ _ Y y~ v'yl CI \ I ~ ":a a „ I 5ya i ~ i IHS206:iU II / I' f 0 a. ~ ~l 3.\4 3x8 7sd i.SzL 1-2-0 R ~ i.9v43.',41" :J:+S-- ;W, j a 31~-;2:~ % I v y : 6 > N 3iCT_?^ PS S3v`Wti s11e1^_ES i.RF. 2*~^•e<iF3zC:j~ J $calc=: _S'.S O Z C3 c+ :_=s ;v-_ a ~t :a res c».=~ =o a~ c .'tv ro a=x::vr_ 2caYYVamY"+m{7vna+~iMm'v~.•. t'.~N^~YN t4+.M4.n~wa'a ~~.:N . Y/tl2 «~.ri0 ll ^ 1 ~ ~4av.WM»mivaA~ae~<ueoa.'xv'i±JieMaitn: m?eswvu+anfi.'~.a h.uYr::em .sY^~. : -c . N _..i::s.v.~C:~'4'vrs~+-i~e,°_%»c:x:.:c~R_•_ a•t~; ~a-w: ^ ~ _ c ~ E {t ~ ~ I'e»~ ~5 . . .f. ) F.s= I1f.. ic~~._ a,. - • - . _ - . - - . . ' ~-.c.. rs- - - Nc0:2E1?15 T,t:A t2n:: _ _ 5 ?.aft, .'.en97CS P~ent - 7- S- ~ ^_'C: 2K e 5?c 1654L-i.5C _eza:c tc Reui :.e£t =ll.^,: 2- 6 5?Y' 21/42 i:i) ° Sriaa :.Y.,~k :.eEt = 29- - 5 5g.:ara C~-eck 3'_a:t = - 3- 6 ?s ?S2' a_ :3i ' f . Sen^ .4..2-2.u: m 0 TRU53 Rc°t+iR ~ 7. Hand-frzm3ng _was "snsialfed ontc the L uss using 2x4 safters 'sa s@e p!ane of ihe truss ar!d 2x4 ves:icai h!cci;s ai 24" an cen#ar. appliec! to one fate af the trass and rafter. 2. 2x4 blocks shall be nailed to rafter and to tap chord of truss using (3) 3s x 0.320" nails at each connectian. 3. Instail top thord lateral brates an iruss ai 24" on cer,?er as indicatad. See aiso SHEET 1 OF 2. T t' aC: C Z7 ~ ;~rx~ _1-6-4 '•-J-O O Z t ^-c;-is ~ ~eszo6:111: ~ 1-,• 3 J ~ ~~i____ ~~tl _ z/ s ~ n. ~ . o ;7R0° 3Sq•• IGSF:~>aiY• O r S ;y.iL 0 i :T-1 li-'1 . O `3_3-") . - . . . . . O f, N ' ~ . ~ ~ _ ltO: 182415 'IL• A2 Or.:3 - -8 "=~:QZ Ienyt'-s La.4 - _ 5 ~.g`.L R~g;t = 4- o ?C: 2. c 3'r2 'eCIIGa-Z.OC Feaic ce cee< <ezz _ - 2x G 3P2 4:.1a2 tNi <-s 5c.:are C=.±ck reft _ 19-y2- 5 =tock 4z- 3- ?a 2 Sa ' _55_?-..7c JwJax-lv`S' L^ v- r J.C. :.:ziA.!' L'4s~'5 J ~ i iX 2 ;?c' .42^T+ ?ti1 ~ . Ln S SS? =1/~2 :-5,5= ° 3 Tre .2-'}2T=- 2x 4 SPi M':D e_~ ~ E ~ Foause =_80.3 2x { 58F 2400-^-2.CC 'J-^1 f n. 3-Pi_ ":~55! fas:z-. a:3"x C.120" nails Y s;:ac5_e3 oattem h- ~'_irg sc:.2Ci:_e: f ^C- 2?E= it. 3C- 7-r+ar _°c. •n^aES- 2 per l-RUSS REPAIR Ke?v_ar -aiL•ny as each n!y _s appl_ec. u j G` -y' A~ D.a.r:buce =oacs ec,xa'_'_v to each o_y. :c: ' 7. One'l," diameter hole ovas drilled through one ply of .he 3-pIy truss at 2" from {eft end and a»atl:er ane was i_~~; driliesl ai 3" froen ieft end. 9n additian, Lhe botiom chorid plies wPre fastQned w32h (2) 3° x 0.720" nails per ?frea3 ~ 4ti C~z'~~~ U foot in each p!y insiead of seven nails per lineal foox as required on Efie draw:ng. 2. Appiy 12" x 8" - i:" APA rated 48j24 sheathing ta one Face of truss (over holes) as shawn, nailing to bottom ~ 1~ [hord with (32) 3" x 0.320° nails installed in a sta99ered Pattern. 3. Fasten xhe 3-ply bottom chord using tavu rows of FastenMaster TsussLOk-Z T51412 screws (0.228" deameter x JV'J 1 4.5') ai 12" on center in each row. The scre;as shall be appiied i"ram the sidt ihat carries ih~e tie-in trusses. 0 z ?_¢o x¢ See aiso SHEET tit . _ a' 6:+)0 SrL Cx( ~ I ~ I 3sJ ~ 0-k3-i,8 ; iZ ~ NN~ ` / ~ \ ~ ~ ~ ~ 807~D G tsxs 01 1,, It ~3e +f ~ A y 3 ' s 1 i/ 8172#":5'^ CD o o . ~ N _ •I ~ i • U ~ :Ca~ AL:'oA LT::.'G 0 t:a-n: F(JG' ^srar.e=:~a,~a~s Axc_e 4 FF:232515 ::A2 Y y:3 ^.t £GiC .l.G. a:. CSI ic: 'cx 4 ^.SCdF-T.GC ~7s1a ScseG o FiaP'-xd nna~o9 :nCe:. - .:o-:nt L.:us:on~ 1- 2-9442 +.ua :.3' C.SS 1- 3i;52 ihJ 4-5 . fJ: 21n-sis) C??Si. I~ -ei.:t v' °i 'L- o 3 -9485 4.0b 0.2v 0.2E `x a Fo =SiGi-S.T£ ^_S~ :oinc Ucrai 5.wc, ana~ p~i~c3 3-'_]- 0 e1 i2-1c- J :Ct -'d- a -7359 O.QS 5._i 024 ~ Nn': Z. > o~3 ST~ ',3? wYr. -ny s':L^--`!e:. = e8%t=~, n.:1(am ' S- ]].IS- _ E 2z a S~c a,~:? (ti) '--9.5-] ±aS=~cn~o~ dccvxn:ztioz. 11- 6- C e; -5- 5- v a- _-dC6L ^_GB 0.'s5 CSS 2. : sT- S_^:3 1-55-S.C-9 ~v 3. mcc>cie Ceaisr-m :r v:c2 ~ ac_:2= ~o=?'1s Sece icaL~•! w_Lti yx£ 3-?+SY :R:55 zast-^_ v:3"x C._Z~ =n ZL - "_'c =C ~G :.5. H~ -Sw iaed app1_cd s.aqs--~d Pat~cn - i:1++4 scSe~'u=a: :C vazt -SC - 5- T6 ~-SG d- ]T°I?- 5.0.~Ct_5 ^vo C a: ~z t'a '_'C- 2~-r =c. 9C- G caz h: 2-pr i=. Vezt -iC 1_- u- ^ 10- i 0 Q.CC 0. 2G 6- L 0.2C a~~si:.e mau:t ot a e 3oadeasee. Pexa! navlizva as eac.. - - 'ipi D-Y apa:.eEtl eC voct I,tJ -7:8 G- 0- 0 -TS 29-10- 0 { 8 4C83 J. : D11 0.22 / CC*n'?~Sc7C,v :SO=2s+aze 3 sv^~t te b? ~:.ntr.a~u;e :or6a ~cve:.1y 'o M1?*_^_iCN° 2?. E°v.~~+ e- ' SGS? 0..'v G.16 O.Le ~•y-:yp,~cx'__: .cacrd ~u:lens votKi o+}wcvisx. {7~~yl.~ ~ Y-ZwcN dfiac e.t. 3oz.x Gplit< _ 2-r 5 C C.CC 0._> F:~dLOG u~ a5:: '-92. ?"_'It'4S. `h 4CvPIl. ) :{/5 4~. ~ ' 023: = ^ ^ ¢n 8= 23.0 ti, Z= 1.00, E, .Cat. C, xzv 1.0 qy 1&- 9- 4 1 8172 C O 5 H Roli x~ so~ srbs ro;- ivda+nro oa~.o ls.o Pr,rarnu EtcTn r3 s~~ S f~ ~ ~L 'anv~e oa:.iF^ sc~ct.z ie- : 1552 E- S 5322 p,~is = l.li zciz c- - -zss' ""____c..esu ~x a ~-.=.c^ays______'__ 2- 9 -2056 5 7565 LL 11-9-3 i-i-~ n./xatio m./Fatio , - 9- : 2548 6- 5-6651 3- S -:<]G b- C G Snan -012!599 -0.181959 L2-1(L) J 5 Hor~z. 0.06 6.06 tA (L): CePlection is Pxon 1 ca1 inner pannl ! E,(IQ PtYS RE7tiiat:o naal Foo:aco = 180.2 aro 6S6 } } I 3<4 \v ~ ~ AY I.Sx4 ( . , 76IS 7-6-0 U ~ jc:iz ~ ~ c~.i i 1-9-0 ~ ~ ~ ~T } 3~5 ;5~3^_j `SW 8<y 3~5 } 'V ~ ~ ~ ` a4~}yr: \O" IF r4•-' ~ . i0 S $ ' 7 G § o E:CC"aPi AS 5`iWN' FSSTES A°+ ~'_9e N~7:0 3G31C=ii.Zj^4 O iLaat,'li:G: 'ay Job: aa Dw ~ ^.ti !:2: F,2 :_~L :!1L^:=._. E=~:•1^v w~2:.~x: y' * [p ` i•.C~'GSW6fjc-uc.o(¢~'G~.vva.\' y,v'tiL'tir.~iY.i'.i.Cn3~iCe.-G[s's.x~1:.4N~Y'.a 112/I'_I-'9Cb ' wc:_exe-ec4-~a~ea«r4. ..:i~vs-w'.,~r~roy =:_:ca~.~:3...~vs• -sy^.r:AR5 :.'vc: O- ' . n:..n:,.i,a..~S~;,c.'~m:..e:mos.a~_i:...v:.'... _ i_ - }j~j })~~1 _.'Ji JS: -t.~ •n _ ~ T~~]!~, I, ~~.._~...mtn . C. ~e_ yacw,ra' >w w ~ . . . . _ . . . . _ . . ~.-'-4_-=.. _ "'LC..sr~1~z__S ~;_cf~ LL .iot u+~: '.i~{~ . . • . ?q: ~~:aia_. _ _ 0 - . . . . w--r:uS`. . ~ . . s~ P ll~e l~a 7L6 76 5Y EAGAN IEWED er: o DATE: t NS OMS~ gU1LDIN6INS ECT . Allowable To#ai 'Loads for Beams Supporting ROOFS 2x6 2x8 2x10 2x12 fp = 1460 psi ty = 1350 psi fb = 1235 psi fy = 1125 psi 7Span Number of Members Number of Members Number ofi Members Number of Members in Feet 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 4 1601 3202 5527 7361 2571 5143 8870 11827 3829 7658 13209 17612 5157 10375 17798 23731 5 1281 2561 4417 5889 2057 4114 7096 9462 3063 6126 10567 14090 4126 8252 14238 18985 6 1067 2134 3681 4908 1714 3428 5913 7885 2553 5105 8806 11741 3438 6877 11865 15821 7 915 1830 3155 4206 1469 2939 5069 6758 2188 4376 7548 10064 2947 5894 10170 13560 8 800 1607 2760 3681 1286 2571 4435 5913 1914 3829 6604 8806 2579 5157 8899 11865 " 9 711 1423 2454 3272 1143 2286 3942 5256 1702 3404 5871 7828 2292 4584 7910 10547 10 640 1281 2208 2945 7029 2057 3548 4731 1532 3063 5284 7045 2063 4126 7119 9492 11 582 1164 1862 2483 935 1870 3226 4301 1392 2785 4803 6404 1875 3751 6472 8629 12 522 7043 1565 2086 857 1714 2957 3942 1276 2553 4403 5877 1719 3438 5933 7910 13 444 889 1333 1777 791 1582 2729 3639 1178 2356 4064 5419 1587 3174 5476 7302 14 383 766 1149 1533 735 1469 2534 3379 1094 2188 3774 5032 1474 2947 5085 6780 15 334 668 1001 1335 686 1371 2293 3058 1021 2042 3522 4697 7375 2751 4746 6328 16 293 587 880 1173 643 1286 2016 2688 957 1974 3302 4403 1289 2579 4450 5933 17 260 520 780 1039 595 7190 1786 2381 901 1802 3108 4144 1214 2427 4188 5584 18 232 464 695 927 531 1062 1593 2124 851 1702 2935 3914 1146 2292 3955 5274 --1g --208 --416 -'-624'-'832 -"476 --953--1429 --1906 --806-1612'--2781--3708- -1086-2172-3747-'4996 - 20 188 375 563 751 430 860 1290 1720 766 1532 2642 3522 1031 2063 3560 4746 21 170 341 517 681 390 780 1170 1560 729 1459 2430 3240 982 1965 3390 4520 22 155 310 465 621 355 711 1066 1422 696 1392 2214 2952 938 1875 3236 4315 23 142 284 426 568 325 650 975 1307 666 1332 2026 2701 897 1794 3095 4127 24 130 261 391 522 299 597 896 1195 620 1240 1861 2481 860 1719 2966 3955 25 120 240 360 481 275 550 826 1101 572 1143 1715 2286 825 1650 2848 3797 NOTES: 1. The values shown for fb are fer repetitive use members of No. 2 Grade. When only one or two members make up a beam, non-repetitive fb values are used. '-C=- 2. Beams are assumed to be simple beams with uniformly distributed load. 3. When plywood flitch plates are used, add 7% to the values indicated. 4. For beams supporting floors, see "Allowable Totzi Loads for Beams Supporting FLOORS". ' 5. Deflection is limited to L/240. ~ DEC-11-P006 12:56 Fram:BOISE 9524692692 To:9524320694 P.6/7 sO~` Single 1-3/4" x 9-1l2" VER9A-LAMO 2.0 3100 SP Roof BeamIRB02 8C CALCO 9.3 Design Report - US 1 span I No cantiievers 10112 Slope Manday, December 11, 2006 11:52 Swld 057 File Name' BC CALC Project Job Name Shauer Resldence Descriplion: RB02 Address: Speclfler RiCk C.' City, State, Zip: Designer: Mlhony Customer. LAMPERTS -APPLE VALLEY Company: Boise Code repats: ESR-1040 Mlsc: lo il 6t 80 ~ a~a ios DL 4101bs 0 SL 950 Ibs SL 9501ba ToWI o} 110n7ontel Oesign Spans = 02-06-00 SrVI *6IL W14L9LYc> w- O pC lle- OH ummary Lrvo Dead Snow Wmd Root L Ta Oeacri bn LoadT a Raf. Start End 10096 90°. 115% 193% 128X Trl6. 1 5tandard Load UnT Area(ps~ Left 00-00-00 02-06-00 17 40 19-00-00 Controls Summarv vawa q ruiowabia Duratlon Load ca9e soen Lo"emn Disclosure Pos. Moment 850 ft-16s 10.6% 195°/a 3 1- Intemal Completeness and acr.urecy of input must End She2r 419 Ibs 11.5% 115% 3 7- Left 6e verified by anyono who wauld rely on Tolsl Load Defl, L/7847 (0.004') 2.3% 3 1 nutput as rridence of sultaMlity for LlveLOadDefl. U11231(0.003°) 2.1% 3 1 partlcularapplication.0uqnthprebased ~a ~ on building COdo-aCCepted daslgn Span ( Depth 3.2 properfias ark analysis memods. In6lallation nf 6015E engineered waod NoleB produtts must be in accwdflnce vnth Oesi n meets Code minimum (L/780) Total load defleclion cntena. cuncnt Insmnenon Guide and appiicanie 9 bWlding wd96.7o obttin InSI'dllahon Guida Design meels Code minimum (1-1240) Live toad deflection criieria. or ask quosGans, please cali Minimum Cesnng length far 8o Is 1-112". (800)232-07ee bekre instanauon. Minimum bearing length for B1 is 1-112". EnlorodlDiSDlayed Horizontal Span Length(s) = Clear Span + 12 min. end bearing + ~~j0 ST~ BC RRI BOAF3D SeC~, 1!2 intermediate bearing QOISE GLULAMTM SIMPIE FRAMING M@It140f $IOpO = 0, COflSldOf df81f10g0. SYSTEMO, VERSA-LAMO, VERSA•RIM . PLUS0, VERSA-RIMO, VERSA$TWWM, VERSA-STUDOare trademarks of Boise Wood Products, EAGAN EVIEWEp er. Y 0 DATE: m- C*rl BUILDIN~ S DiV6S,'?v Page 7 of 1 . , DEC-1172006 12:56 From:BOISE 9524692692 To:9524320694 P.7/7 Single 1-3/4" x 9-112" VERSA-LAMQ 2.0 3100 SP Roof Beam1RB03 BC CALCA 9.3 Design Report - US 1 span I No canlilevers ~ 0112 slope Monday, December 11, 2406 11:53 Build 057 File Name: BC CALC ProJeet Job Name: Shaucr Rosidence , Descdptlan: R803 , Address: Specifier. Rick C. Clry, State. Zip: . • Designer. Anthony . Customer: LAMPERTS - APPLE VALLEY Company: Boise Code reports: ESR-1040 Misc: tz ~ ~ 0,-06-00 gp 8, OL 871bs DL 67 Ibs SL 1801bs SL 150 Ibs 7ofal of Horimntal 0csign SpanS = 04-Ofi-00 W i k~ c~u~ u.. q-i-e (a E nQ Load Summary Live oead snow vnnd Roor uve ' 7ag Daseriptlon LoadTVOO Raf. Start End 100% 90% 115% 133% 125% Trib. 1 Standard load Unf. Nea (pst) Left 00-00-00 04•06-00 17 40 02-00-00 Conhals Summ3ry Valuo 9L Allewa6le Duretion Load Cata Soan Locatlen DISCIOSUrO Pos. Moment 300 ft-Ibs 3.7°/, 115% 3 1- Intemal Gompletaness and accurdcy ot input must End ShOar 164 Ibs 4.5°h 715% 3 1- Left be verlflotl by arryone who would rely on Total Load De(I. U12333 (0.004") 1.5% 3 1 output as aWOenCe of suitablllry for Llve Load Defl. U18295 (0.003") 1.3% 3 1 partialar application. Output here baseA 5.7 n/a on building mdeaeoeptea daign Span 7 Depth properlies and analysis methods. Instsllation af BOISE engiaeercd 1wod NotOS products must be In atcrordanca vriM Design meets Code minimum (L1180) Total load deflection criterie. curcent instananon Guide ana appncable Design meets Code minimum (1-1240) LNg load defleCtion cnteria. building codes. To obialn Insiaila5on Guide or aSk puB6tions. Plpsn call Mlnimum bearing length for BO is 1-1/2". (800)232-0788 before InsWllatlon. Minimum bearing length for B1 is 1-112". Entered/Displayed Horizontel Span Length(s) = Clear Span + 112 min. end bearing + BC CALCO. BC FRAMER9. AJSTM 1(2 inteRfl9diate bearing Al1J015TO. BC RIM eOARD"" Bclp . Member Slopo = 0, consider drainage. a0ise GIUUV~tTM. SiMPIE FRnMiNc SYSTEMO, VERSA-LAMO, VERSA-RIM PLUS@, VEFiSA•RIMO. VERSMSTRANDm, VERSA-STUDO9 are trademarkS of Boise Woad ProtlUCts. L.4.C. Pege 1 of 1 ~ DEC-11r2006 12:56 From:80ISE 9529692692 To:9524320694 P.517 BQL$E' Double 1-3I4" x 9-112" VERSA-LAM(g) 2.0 3100 SP Roof Beam1RB01 8C CALCQJ 9.3 Design ReporL - US t span I No canlilevers ~ 0112 slope Monday. DecCmber 11, 2006 1151 Build 057 File Name: 8C CALC Project Job Name: • Shauer Residence Descriptipn: R801 Address: Specifier: Rick C. City, Stete, Zip: , Designer: Mthony . Customer: LAMPERTS - APPLE VALIEY Company Boise Code repoRS: ESR-1040 Misc: ' 12 ~ ~ . .o~ . ao a, DL 15791bs OL 15791C5 SL 36101bs SL 3610 Ibs Totel at Honzontal Design Spans = 09-08-00 wl M p~o~ u.~ rA /Y`S I V~ (-~t LocrSummary Lfvo Daad $rrow NAnd Roo}Llva Tag Dascription Load Tvw Raf. Start End 100% 90% 1151G 133% 1121% Trib. 1 Stenderd Load Unf. Area (psn Lefl 00-00-00 09-08-00 17 40 19-00-00 COnIfOIS Sufilfllary Val a S6 Allowa6le Duration l,oad Casu Span Loeation DISCIOSUr6 PoS. Moment 12323 ft-Ibs 76.8% 115% 3 1- Internal Comdma+ass and accuracy of inpul must End Shear 4244 Ibs 58.4% 115% 3 1- Left be veri0ed by anyone who would roly on 7otal Load Defl. U285 (0.4°) 63.2% 3 1 outpul as eddanee ot sutqbiliry Por Live Load Defl. U409 (0.278") 58.6% 3 1 Particidar npplicalion. OuVwt here besetl Sp3n I Depth 12.0 nla 1 0A building codnacceptetl tlesign proper6ea antl analysis methods. Inclallatlon Of BOISE engineerad wood NOt@g praducts musi be in accordancc wlfh Deslgn meets Code minimum (L/180) Total load deflection cnteria. wvent Installatlon Guide and applin6le Design meets Code minimum (11240) Live load deflection criteria. 6uiiding codos. ro obtam instailanon Gulde or ask quesdona, please ca~l Minimum beenng length for BO is 2'. (aoo)2s2-a7as burore insmnabon. Minlmum bearing length for B1 is 2'. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing t CALLCO. BBC R 80ARD SBCI~, 112 intermediate bearing BOISE GLIJLAMT" SIMPLE FRAMING Member SIOpe = 0, conslder tlrelnage. SYS7EnhV. VERSA-LAMB, VERSA-RIM PLUSO. VERSMRIM(9, Connection Diaqrem _ vERSAS'TFtMlDO. VERSA-5NDS are trademark5 ot Boise Wood ProducLS, b I+ L.L.Q. ~+-d-r-~ L' p I I • • • ' _ C rt_ • \ e minimum = 2" c= 5-1/2' b minimum = 3" d= 12" Member ha6 no 6ide b2dF. Gonnoctore aro: 76d Gommon Nalls Page 1 of 1 DEC-11.-2006 12:56 From:BOI5E 9524692692 To:9524320694 P.4/7 Ba1$E" Double 1-3l4" x 9-112" VERSA-LAM@ 2.0 3100 SP Floor Beam1F1303 9C CALCA 9.3 Design ROport - US 1 span I No cantilevers 10/12 SIOpe Monday, December 11, 2006 11:54 Build 057 File Name: BC CALC Projecl Job Name: Shauer Residonce , Description: FB03 , Addfess; Specifier: Rick C. Ciry, State, Zlp:, Deslgner. Anthuny Customer: LAMPERTS - APPLE VALLEY Company: Base Code reports: ESR-1040 Misc: alTi f ~ ' ~ z r-_ ~ - . . . - - ; r BO 81 LL 14401bs LL 14401b5 OL 17331Ds DL 1133105 SL 19201bs SL 192011,5 Totsi of Morizonfel Deslgn Span6 = 08-00-00 L^vvt'C/tf Load Summary Liva Daad Snow Wind Roof Llva Tag Daseriptlon load Type Ref. Start End 100% 90% 115% 1999G 123% 7rib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-00-00 40 10 03-00-00 2 Deck Unf. Area (psf) LeH 00-00-00 08-00-00 60 10 04-00-00 3 Roof Unf.Area(psfl Lek 00-00-00 08-00-00 17 40 12-00•00 Controls Summary vaiuo K nllowanla ouratlon Load Caen soan Locetion Disclasure Pos. Momenl 8987 ft-Ibs 56.0°,6 115% 2 1- Intemal Complateness and aCWracy of mput must End Sh00t 3522 Ibs 48.5% 115 % 2 1- LeR be veriflgd by anyone ww would relyon Tofal Load DeO. IJ484 (0.207") 51.8% z 1 output as evidence of suttaEliiry for Live Load Defl. U620 (0.155") 58.0% 2 1 Oertio+lar appllca8on. Output here hased S an 1 De th 10.1 n/a ~ a^ ~ibi^9 ~eaaeptetl design P P propardes and anatysi6 methods. InslalWtipn of BOI5E ungineerad vrood Notes Products mustbe In acrqrdance with 0951gn nteets Code minimum (U240) 70ta1 load deFlection critena. cuRent installation Gulde and apvlicabie Design meets Codo minimum (U360) Live load deflecHon critena. buiiaing cades. To obtaln Instanatlon Guide Minimum bearin9 len9th for BO is 1-3l4". or ask questlons, preaso cail Minimum beadng length for B1 is 1-3/4". (800)232A788 be(ore insfallaGOn. Entered/Displayed Harizontal Span Length(s) = Clear Span + 1/2 min. end hearing + BC CuCO, BG FRAMEft, nJSTM 112 intermediate bearmg ALLJOISTt, BC RIM BpNtD^'.6CI0, BOISE GLULAM"', SiMPLE FRAMING SYSTEM8,VERSA•LAM~,VERSA•RIM Connecdon Diaqrom PlUSO, VERSAJiIMQD. vE135A•STRNVDS, VERSA•SiUDV ere -~b' d L trademark6 of Boiso Wood Protlucts, e L.L.C. a minimum = 2" c= 5-1l2" b minimum = 3" d= 12" MEmber has no sitle loads Connactors are: i8d Common Naii; Page 1 of 1 , , DEC-1~-2006 12:56 From:BOISE 9529692692 Ta:9524320694 P.317 ~ Doubfe 1-3/4" x 9-7/2" VERSA-LAM@ 2.0 3100 SP Floor BeamIFB02 BC CALGO 3.3 Decign Report - US 1 span I No cantiievers 10l12 slope Monday, December 11, 2008 t 1:50 Build 057 FiIB NdrTie: BC GALC PrOjeCt JoD Name: Shauer Residence , Description: F802 , Address: Speclfier: Rick C. City, Stata, Zip: , • Designer: Anthony . Customer. LAMPERTS - APPLEVALLEY Company: Boise Code reports' ESR-1040 Misc: MM ~ 09-00-00 80 81 LL 1800 lbs LL 78001bs DL 4921bs DL 492 Ibs Total of Honzontal DeSign Spens = 09-00-00 ~Ce411,1f- OP Qna r Y.G 40dd $URlmd~/ Llva Daad 3now 1Mnd RoolLtva Tau Dwcriotion Load Typo Raf. SfaR End 100% 90% 1159L 13996 175% irih 1 Standard Load Unf. Area (pso LeR 00-00-00 09-00-00 40 10 10-00-00 COnValg Summery Valuo 9b Allowabla Ouration Load Casa Span Locatien DISCIOSUYe Pos. MOment 5157 fl-Ib5 36.9% 100% 1 1- Internal Cwnpleteness and acrLreq of input must End Shear 1852 Ibs 29.3% 100yo 1 1- Left be verf9ed by anyone who would rely on Total Load Defl. U778 (0.15') 33.4% 1 1 ouiPut as evidence af sulfahfllty (or Live Load Defl. L/915 (0.118") 39.4% 1 1 partlcular application. Output here besed on 6ullding Code.eccepteC design Span / ~9pth 1'1.4 n!a ~ proper6es and analysis methals. Installa6on of BOISE Ergineered wood NOt85 products must ee in Accordance wlth DPSign meetS COde minimum (I./240) 7olal Ipad dellection Cfitaria. Curtent InsfEllstbn Gulde and applicable Design meets Code minimum (U360) Live load deflectlon crfteri8- buliding codes. 70 obtain Insenilntion GuWe Minimum bearin len for BO is 1-1/2", or ask questions, vlease call 9 41~ (800)232-0788 before installalion. Minimum bearing lengih for 61 is 1-112". Entered/Displayed Horizontal Span Length(s) = Ciear Span + 1/2 min_ end boaring + Bc caiCV, BC FR/vMEaO, a1S"', 1/2 intermediate bearing ALLJOISTV. BC RIM BOARDTM BCIO, BOISE GLULAM"', SIMPLE FWIMING Connec8on Diagram SYS1'EMO. VERSA-IAMGs1, VERSA-RIM PLUS0, VERSA-RIKW, ' b -d- VERSA-$TRANpV, VERSASTUD~ Bfc ~ y trademarks of Bolse Wood Products, • r • • L.L.C. I ~ . .c _ - - - - • ` a minimum = 2" c= 5-1!2" b minlmum = 3" d= 12" MemDer has no side loads. Connectors are: 16d Common Nalls Page 1 of 1 , DEC-11a2006 12:56 From:BOISE 9524692692 To:9524320694 P.2/7 lgQ~$E' Double 1-3/4" x 9-112" VERSA-LAM@ 2.0 3100 SP Floor Beam1FB01 BC CALCO 9.3 Design Report • US 1 sp2n ~ No cantllevers 10/12 slope Monday, December 11, 2006 11:43 Build 057 Fite Name: BC CALC Projact Job Name: Shauer ResiCence • Description: FBOt , Address: Specifier. Rick C. City, State, 2ip: , Designer: Anthony. Customer LAMPERTS - APPLE VALLEY Company: Boise Code repods: ESR-1040 Misc: i I I I I I I: II 3 I I I ~ i i_.i"'_I-_~i_i-r_'~_? ~}z I I I ~ ~ T 1 ~ ~ i ~ 07-03-00 BO 01 LL 44951b3 LL 4495 Ibs pt. 1877165 DL 1877 Ibs Totdl Of Ho1VZ0ntal Debign Spans = 07•09•00 &"ie .se.~ I?i 9CYJ./ LoadSummary Lrve oaae sno. vrna rcootLive Tag DaacrlPtlon Load Tvna Raf. Start EiM 100°/. 90% 115% 1339G 12576 TriD. 1 Slandard Loed Un(. Area (pst) Lefl 00-00-00 07-09-00 40 10 08•00-00 2 Roof Unf. Area (pso Left 00-00-00 07-09-00 40 15 21-00-00 3 Wall Unf. Lin. (plq Left 00-00-00 07-09•00 80 Na Controls Summary vaiuo %Allowahb oumnon Load Casa soan Loweian piscloyure Pos. Moment 12345 ft-Ibs 85.5°/ 100% 1 1- Intemal Compietenacs end accuracy of input must End Shear 4950 Ibs 78.4°/a 100°/a 1 1- LBft bc vorified by enyana who would rely on Tolal Load DeO, U348 (0,297) 88.9°h 1 1 mtput as evidence ot suipbiliry tor LlveLoddDefi. U494 (0.188") 72.9°0 1 1 parGalarapplicatlon.0utputherebased on bullding rqAe-acceptod design Span ! Depth 9.8 nla 1 propeNes and enalysis methods. Installatlon of BOISE enpineered woo0 NOteS protluc6 must ho fn acwrdence wIM Design meels Code minimum (IJ240) Tolal load deflection criteria. cunent Instaitation Gwde ana appiicaeie Oesign meets Code minimum (U360) Live load deflectlon criteda. bwlding codes. To ob41n Installe6on Guide or ask qUestlons, Dlease pll Minimum beering Iength for BO is 2-3/8". (800)232-0788 belore installatlon. Minimum bearing length for B1 is 2•3/8'. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end 6eanng + BC ClLCp, BC FRAMEFW. AJSTM 1@ intBffnedi3t9 b98ring ALLJOISTO, BC RIM BOARDTM BqO, BOISE GLULAM'u,SIMPLEFRAMING SYSTEtvttil , VERSA-LAMO, VERS/t-RIM Connectlon olaqrom PLU549, VERSA-RIMaJ, VERSASTRANDO,VERSA-S7UOO are Vedemarks of Boise Wood Protlucl:. a ~ L.L.C. - .-T. - ~ .1 . ~ a minimum = 2" c= 5-1l2" b minimum = 3" d= 12' Member hes no side loads. Conner,Mrc are: t8d CommOn Nail6 . Page 1 of 1 • . `T lz t,-v c.~s N Z.:q/LyLVLS ~fr~~ 0,A c~s-LQ -b fJv.^' cr 1(0 c~ OL,6ct< A-zr C~-/\-4, ~A-UDmouwt f-o(Z MASTrv, eEDtz-bo " REVIEWED W tND6W k.DD~TTo~ BY: 1. v TION DIVISION DATEBUILDING INSP 7~ ~ ~ `7 S RESIDENTIAL ~ BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 New Consiruction Reauiremenb RemodeVReqair ReVUirements • 3 registered vte surveys showing sq. R of lot, sq k. of house; and alI roofed areas • 2 copies of plan (20 % mwimum lot coverage alloweG) . 1 set ol Eneryy Calculations for heated additions • 2 coDies of plan showmg beam & window s¢es; poured found design, e[a) . 1 site survey for extenor additions 8 decks • 1 set ol Energy Calculahons . Indicate d home served 6y seDtic system for additions • 7 copies of Tree Preservation Plan if lot platted aNer 711193 • Rim Joist Delail Options selechon sheet (61dgs with 3 or less umts) DATE -e- ~ C)-fA Cl g~ VALUATION ! OCI SITE ADDRESS 9 V' MULTI-FAMILY BLDG _Y _ N TYPE OF WORK CY ' v, lGYC e FIREPLACE(S) _ 0~~_ 2 Ct 1^ V tt Ur Cc ~gfS e--q APPLICANT C~vv~wAr2?TIIlPj~Ore f~(Y~ STREEi ADDRESS ,~f T~5_(~.~) • I~I t,li' U I.~ CITY S U/ASTATE m ~ZIP S.S.~ 3'2 TELEPHONE # ~04qO-07~CELL PHONE # FAX # PROPERTYOWNER O ~ JE.~ CA UP-AL TELEPHONE# COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category M[NNNSO'1'A Rl1LES 7670 CA"FG.G0121' 1 N aZ[LSD:CA.Ft-GI4--S-i67-2- V submission r n~ n~n 1 ( type) • Residential Ven6lation Category 7 Worksheet Submitted . N vr`~EnefgylGodg W,orksheel~Submitted 11 . Energy Envelope Calculations Suhmitted ~ SEP 3 0 2002 ~ Plumbin9 Coytwctor: PIioilc # 8---=-~ Plumbi?g s stem mcludes: ~Va[er Softcner L.awn S nnkler Y Fe~;-~90:Ob Water Heater No. oF R.I. Ba[hs No. ol' 13aths Mechan7calConhactor: L)~O--5)~E LrMY Phone# 75~-0 ~D-~7So Mcchuiical systcm includcs: _ Air Condiuoning P'ce: $70.00 Hcal Rccovcty Systcm Sewer/Water Contractor: Phone # 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 Or i nces. Slgna}ure of Applicant OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Receroed _ Not Required _ Updatetl 4I02 ~r 5g5~ 7o oO 2004 RESIDENTIAL 13UTLDING PERMIT APPLICATION City Of Eagan 3830 Pilot I{nob Road, Eagau MN 55122 Telephone 4 651-675-5675 FAX # 651-675-5694 New ConsVuclion Reomrements RemodeVReoair RequiremenGS Office Use Onlv 3 mgistered site surveys showing sq fl of lot, sq. R. of house; and all roofed areas 2 wpies of plan Ced of Survey Recd Y N (20Yo mazimum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd Y N 2 copies of plan showinq beam 8 window s¢es; poured found desgn, etc. 1 site survey for additions & decks Tree Pres Required _ Y_N 1 set of Energy Calcuiahons Addi6on - indicafe don-sife septic system On-site Septlc System _Y _ N 3 copies of Tree P2servation Plan if lot platted afler 717193 Rim Joist Detail Op6ons selection sheet (bldgs wAh 3 or less uniLs ~ Date Construction Cost / / ~U U Site Address ^ Unit/Ste # Description of ark z Multi-Fanuly Bldg _ Y-~'N Fireplace(s) _ 0 _ 1 _ 2 Property Owner Telephone # (66-/) 6n Conhactar W Address /1 City ksy State /?7/11/ Zip Telephone # (/~7) (-/J7 G! COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residen6al Ventilation Category 1 Worksheel • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. Licensed Plumber Telephone ) Mechanical Coniractor Telephone U Sewer/Water Contractor Telephone A I hereby apply for a Residential Building Permit and acknowledge that the info accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signat I~~QfI _ 1991 BUILDING PERMIT CA TION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PIANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - 6 STRUCTURAL PI.ANS 1 SET OF ENERGY CALCUTATIONS (CHECK WITN SLOG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPI G OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY IAST WORKING DAY OF NTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER TS - CONTRACTOR/HOMEOWNER Ml7ST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES ILL BE ALLAWED ONCE BUILDING PE IT IS ISSUED PROCESSING TIME FOR SE ER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LI ENSED PLUMBER. J U L 2 ti RECo To Be Used For: /et /e ?•1~/y/ Valuation: DUO Date: ~ Site Address OFFICE USE ONLY Lot L'i- Block ~ FEES ~ Occupancy Bldg. Permit ~3,0 n -7(d Zoning (~D 2-I Surcharge ~,S'O Parcel/Sub (1/e, (u Z- Actual Const V-N Plan Review 443,0 U Allowable V-NI SAC, City ,Oo Owner # of stories SAC, MWCC 6060,0 Length vzo Water Conn. 4 O. Oo Address Depth 3'/2 Water Meter S~ov S.F. Total Acct. Deposit 3o,Oa City/Zip Code Footprint S.F. S/w Permit 30,00 S/W Surcharge ,Sp Phone On site sewage_ Treatment P1. 2J?/,, On site well Road Unit 3170.0-" Contractor MWCC System ? Park Ded. City water Trail Ded. Address 96D o~~P~Da .Q'; PRV V Copies Booster Pump City/Zip Code SUBTOTAL b' / APPROVALS Penalty Phone I{SL 3o~' 7~i.3 Wk° ~ Planner I.ot Change Council TOTAL ~ Arch./Engr. Bldg. Off.bS ')-2991 Variance Address City/Zip Code Phone # agrees that all work shall be done in accordance with (Signature of Contractor) all applicable State of Minnesota Statutes and City of Eagan Ordinances. i A% 8_...~ ~3c, x 3y - I oZ~ 2 ~ 1i ~ rz-Z~ 1gx~y= Zsz r 125b x ~y= 17sau 6•a n .2 ~ X 3'L X lozvo , - Z X 53 = 366-74 , ~S u 30 = /os-o xs3= `s~GSv I 20 O'Z-(o 012 121~ do~ I . METRO. . 1875 PLAZA OR SURVEYORS ' suIrE 200 INC. _ EAGAN, MK 55122 • (02)452- 7850 Certificate of Survey for. . HUTTNER ~ CONSTRUCTION LEGAL' DESCRPTION: LOT2G,8L0CK? , BRIDLE RIDGE 2ND ADD ACCORDING TO THE RECORDED PLAT THEREOF DAKOTA COUNTY,MINNESOTA N 470 33' 2Q" W 106.39 o'I wii ORAINqGE B UTILITY EASEMENT b M 0 51 - C~ ---I-•- ~ 5 w I ~ N I ~ co ~ LOT 26 ~ 'v ( gr~~ gr~? W O' 2 N I f ~ 1_ L ! 2 i I L 1 I L q ~3 f0 za RFia. . h Ig.63 H 0 REc.~. ~ n. n I M I ~ i6.o 0 I ,,..o I N Z I ~ ~r~ ' 29.67 I ~ 3 JT3~ II.6N ~~S)- 3 15.310 4, xo, laqR. RFts 5 I $(o"I I 5 REGr . Q0, I I I 1 v \ I~ n L= 20.00 , 490 51' 24By - R = 5~4.0.~ -.._46 ~KG%NEIERI%d .r` `R I"b GE.._.._ Q 4 L-1 r LEGEN ~vT FtEvfFTro.~y S~o.B INVERT ELEVATION AT SERVICE E%TENSIOIW o DENOTES IRON MONYMENT FROFOSEO 6ARAGE FL00ld E:EVATION¦ tof~. ~ DENOTES WOOD MUB SET PROPOSED FIRST FLOOfi ELEVATION • Srsi. 1 DENOTES EXISTi11419 SPOT PROPOSED BASEMENT F100R • S ELE VATIQM ELE VAT I ON ~ DENOTES PROPOSED SPOT ~ ELEVATION ~ DENOTES DfiAIN""DIRECTION NOTE VERIFY ALL FLOOR ME16FITS WITM , •I:;.'f(:~..r. FMAl MousE PLM+S I hrWSr urfify tAat this wwY,Plan a Iepat ros p?epand bY;owtor under iny ..;~.-direct apr+risim and fAa!°I-om a duly &odIsy J. Mn. Rep. No. iN33 Reoistered Lond Swverol undM fM I : Lars oi tM State of Mimewta Date' `/A ~ • (Fom Dcveloped by iac Sca:c oi :tinncso[a ~uilc:n~ Cocc liicisio:i) i TO EE SU9:tITiLD I;ITi[ IIUILDIIx PERTfIT APPLIC,ITI0:7 FxiE?:IOR F.tiVF.LOPE AVERACE "U" CO`3UTA'LION ' O;:tiER: ,l ' • / Sil'E A?DRESS: LOT Z(o, BLOz,/<Z, Fg,b,,,E ~Rmrz.t Zryn AADIn) • , CANTRACfOR: ~~0 e-y- DATE: 7-2-1- P}IOyE: ~Sl ~oP~ 723-s~~6 / Determine vorking square footage of each 1. Total exposed wall area......... 3394 sq.ft. x ~ ~ 372• Y,6 2. Total roof/ceiling area......... sq.ft. x • oz~O ~ 351, o J 3.- Total exposed wall area calculations: . Total exposed wall area above floor 3 a. Total wall vindov'area 3 0 b:Total door area 7 c. Total sliding glass door area SFo d. Total fireplace vall area - e. Total wall franino area (average 107.) 3 Z f: Total net cTall area above floor 2ZZ7 S. Total rin joist area 3 Lo Total exposed foundation area h. Total foundation vindov area i. Total net foundation area above grade ' Determine "U" value of each wall segment . 8. 30V x .,u„ .y I 651 - b. s7 X . ~ C. '{o X flull ,ss . zz. o . a. X foU,l - . e. 3 ZO XsoUll .07 - - f. 2 Z Z 7 xtoU,f , a`~, •~4.~ . g• 3 zo x„U.. ,04 - h. x „Uit x gla„ 3. • TOTAL . ~ 00. / • If item 03 !s the same as, or less than item 01, you have mct the intent of SBC 6006(e)2. • /4. Total cx,osed roof/cciling calcula[ions: 1-3 Total e;cposed roof/cailing area / = n" L- J. Total skyligh[ area k. Total roof/ceiling framing area(averap,e 107.)......... 1. Total net insulated roof/ceiling area ?J80 Determine "B" value for each roof/ceiling segment j. . X flult ~ k. 131 R,l,,,l x„U„ 3.A ~ 4. `TOTAL C- p. Z z If total of C4 is the same as, or•less ihan 02, you have net the intent of SBC 6006(c)1. Alternate Building Envelope Design `'~t.., . . . . . To utilize the total envelope system method, the values establislied by ' the Fum of Steas 03 and 04 shall not be greater than the sum of items 41 and 02. 1. + 2. - 3. + 4. C E R T I F I C A T I 0 N I herehy certify that I have calculated the "U" factors and R values herein and tha[ the building hera described meeta o= exeeeds the State Of • Hinnesota Energy Conservation Act. . . ` (Signa[ure). • ~--1~``' 9~ . (DaCe) ' I.AI.L t7r•1:S ' . t: c]U': of c+l.:iqu^ wv:l arca for . ' dY;jmc cou::tructiun Construction R-Valuc ',h." - ~ L , .1 . 1. Inrcrior air film 0.60 ~ 2. F~^.'%: . . . 3. inchcs soft v.-nnd Z 3 4. 41 BASIC 6. Exterior air film > U.17 Y7AIS' Total t : 7 -1 r' ? TV!..~. ! cU ~ J- "t FIG. 41 TOPVIESJ Qz FR7`.t:E i•;r.LL 1. Intcrior air filn 0.6E3 2. I,r.. - - . ' , ~__1 7 • • ' 4. 11.l, 6. EsCerior air filn 0.7.7 FIG. f!2 Total ~ " ~ ^ ~ , >j • 1. 7ntcrior air film 0.68 2. 3. 1',''` :id ; ~71 LL `SGFLFJ( h. ~ . I- rr, iCl(-6. Er.terinr :.ir f-ilm 0.17 7bta1 ~ . f f s, 1. Interior air film 0.68 ~ .6 . ~i 2. :l7liJ i IC~ SIA_LI: ' ' ~ ' • • g ,.7 . . . . / ' cl' • 'D' ' ~7 . • A. • rr• :i-% 1. ' G. Exterior air film 0.17 Total i, G > . i. SLAB O:] GFAU'i ' . . , n . r • ` _ , r If ~ • , ~ ' , ' ` ` \ . y 1~~ ~~/r^ . • • , • ~ p r' f,~ • v- ~ l~~ /I ( ~ p • . ' , 11 1 ~ . • = /[I ~ ~ , . . . ~ _ l • ' ~ ~ k ~ . •'r FIG. 04 /!1 • o 'r =IG. N3 /(tf ~ • ~y , NOTG: Indicatn tync, "P." valun, dcnth and ~ . . ` ; . lilacenent of insulattai. . p . • . . b . . / • FO01'/CEILI::G Conrtr.uction R-Valne t • Intcrior ai-r film 0.61 2. V•' a-;~ • ' . 77 r~ 3. {!z` ,4 ..i '.1:,. "•i• 4. T:xtcrior nir film (st-.ill) 0.61 LRI;1,,,,.~~~..till~.~.l?!~ ~toLal ~ . j t~~ztea L'cat flow, • up . FIG. 1I5 . ' 1. Intcrior air film y0.G1 2. - _-__-__~r-----1' 3. 4. Er.teriur air film st.ill ~0. 1'otal U ~ . 1~--o-[o [o . , . . . . . ~ ~ 1:eat flot) up • ven[ed• _ ,FIG. UG . . . . • Irjqide air fi].m 0.G1 ' . 2. ~ ~.~~1l.i'.L'~•~~•ts. :f. ' . .~;`:!c~?,~_.....;,•:::i~~~/. ,!"1s ' ~ ~..y;.:! , • • . • . / . P~~~^:?: ~t'•::Y;~~^'~/ 5- 5. Out-qicte air film •0.17 fL"'r~~~ Total laotc: Usc addit-iona2 ::licets if more zPar.c is nceded for details mid calculationn. ' . HenL U • . ' flov up • 7Fic;. 07 . 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN p q 3830 PILOT KNOB RD - 55122 651-681-4675 New Construclion Reauirements Remodel/Renair Reauirements ? 3 registered sHe surveys showing sq. H. of lof, sq. tt. ot house 2 copies of plan and all rooled areas (20% maxlmum lot coveraae allowed) 1 set ot energy calculations for heated addflions 2 copies of plans (show beam 3 window sizes; poured fnd. design; efc.) 1 sNe suney tor erzferior addHions 3 decks 1 sef of energy calculaflons % 3 copies ot free presenaHon plan H lof platfed aHer 7/7/93 DATE: C STR CTIO COST: ~ J D~ DESCRIPTION OF WORK: ~ STREETADDRESS: -7 / V -ev Z LOT: a~ BLOCK: 2- SUBD./P.I.D. Name: ~!/JmT /,C ZL-~ Phone PROPERTY last Flrst OWNER Street Address:_ City State: Zip: Company: HF.LAROOFINO. .GRFM(1pEy~,~~r,vtione#: yo 4100 EXCELSIOR BLVD. (area code) CONTRAC70R 8T, LAUI6 PARK,IIN 5$¢16 Street Address: ID N000706p License #Exp3-3/-~ ~ •-r..__ .r City State: Zip: ARCHITECT/ ENGINEER Company: Name: Telephone area code ( ) Street Address: Registration C1ty State: Zip: Sewer & wafer licensed plumber (required for new construcilon onlv): Penalty applies when address change and lot change Is requested once permit Is Issued. I hereby acknowledge that I have read thls appllcatlon, sfate that ihe informafi I conec an a r o ply wRh all applicable State of Minnesota Statufes and City of Eogan Ordinances. - Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received _ Yes _ No Tree Preservation Plan Received _ Yes _ No _ Not Required CITY OF EAGAN FOR CITY USE ONLY 3830 PIIAT KNOB ROAD EAGAN, MN 55122 PERHIT # PHONE: (612) 454-8100 RECEIPT # (l 5 lmCHANICAI:'.YERMST DATE: R~SIDENTIAT:: PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS 6 . TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION FEES NEW CONST ADD-ON MINIMUM $15.00 ADD ON ~ HVAC 0-100 M BTU 24.00 REPAIR ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 ~1'e/~ ~~717`0AIS_le OF 1 PER PERMIT OWNER NAME: SUBTOTAL: SITE ADDRESS: STATE SURCHARGE: .SO LOT: 0~0 BL./OC~K o2- SUBu. iViAL: INSTALLER: / 2e~e~wea //ee-14.u/c'AZ ~l. 7 7 r~ ADDRESS: / ~ SIGNATURE OF P ITTEE CITY: AC/,/G/Ct-O ZIP: "U4~ PHONE COMMER_dIALJTNDI7$TliTAPLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: FEES OWNER NAME: 18 OF CONTRACT FEE. STATE SURCHARGE - $,50 FOR SITE ADDRESS: EACH $1,000 OF PERMIT FEE. PRGCaSSED PiiIAiG a21-.~;v LOT: BLOCK _ SUBD. $25.00 MINIMUM FEE. INSTALLER: CONTRACT PRICE x 1% $ ADDRESS: STATE SURCHARGE $ CITY: ZIP; TOTAL: $ PHONE (SIGNATURE) FOR: CITY OF EAGAN CZTY OF EAGAN FOR CITY USE ONLY ' s 3830 PILOT KNOB ROAD EAGAN, MN 55122 PERMIT a PHONE: (612) 454-8100 RECEIPT #~0~ 9 5 MEC1iAN~CATi.?YERMIfi DATE: 9 ~ 9/ RESIDENTZAT.:i PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMZLY DWELLINGS 6 TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACN UNIT. WORK DESCRIPTION FEES NEW CONST ~ ADD-ON MINIMUM $15.00 ADD ON _ HVAC 0-100 M BTU 24.00 REPAIR _ ADDITIONAL SO M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OWNER NAME: AA4A)P,CJ l.0iA7S-t2UL77pJ OF 1 PER PERMIT w SUBTOTAL: SITE ADDRESS:_ ~QO lt~~~r R~~ STATE SURCHARGE: .50 LOT:ZZP BLOCK ~ SUBD. TOTAL• $~'Am INSTALLER: ADDRESS:__I'S`LJa N/I2. `~i11~ JJQ SIG ATURE OF PERMITTEE CITY: S_ ZIP: '5.Sl.2C5 PHONE 2Cp COMMERCTALJTNDDSTkZi1,L: PLEASE COMPLETE THIS PO2TION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: FEES OWNER NAME: 18 OF CONTRACT FEE. STATE SURCHARGE a $.50 FOR SIl'E nllilRESS: EACH $1,000 OF PERMIT FEE. PROCESSED PIPING a $25.00 LOT: BLOCK _ SUBD. $25.00 MINIMUM FEE. INSTALLER: CONTRACT PRICE x 18 $ ADDRESS: STATE SURCHARGE $ CITY: ZIP: TOTAL: $ PHONE (SIGNATURE) FOR: CITY OF EAGAN " • CITY OF F.ACAN FOR CITY USE ONLY 3830 YILUT KNOB NUAD F.ACAN, 55122 PERHIT # PF{ONE: (612) 454-8100 RECEIPT N O }'LCRiBING'PEFtMIT DATE: 'r1 U / EtESIDEtiTIAL:' PLEASE COHPLETE UPYER PORTION ONLY F0R SINCLE FATtILY DWELLINGS b T017NFIOMES/CONDOS WFiEN PERHITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION COMPLETE THE FOLLOWINC: N0. FIXTURES EA. TOTAL NEW CONST X_ ADD-ON MINIMUM 15.00 ADD ON I SfiOWER 3.00 3Q-0 REPAIR 7 WATER CIASET 3.00 96c . ~ BATII TUB 3.00 G,[D + ~~~1~ LAVATORY 3.00 QW OWNER NM1E: ~l'~(~C~lhP?Y (,~//slrNchvn ~ KITCHEN SINK 3.00 3O ~J IAUNDRY TRAY 3.00 3,cv SITE ADDRESS: :w~~ ~/?7f1e'1~ /l /~GICi L HOT TUB/SPA 3.00 / d ~ WATER HEATER 3.00 .3LN LOT:~c~ BLOCK SUBD. ~ ~ FIAOR DRAIN 3.00 3.rD GAS PIPINC OUT (MINIMUM - 1) 3.00 INSTALLC•R: l/ lCL?Ti'!(.GJ /Jj~j7IGf~ . ,3 ROUCH OPENINGS 1.50 y 7a ADDRESS: ISI~'S (~U,St~I ~I/V OTHER _ J - WATER SOFTENER 5.00 CITY: -t- ZIP: 7 s~p _ PRIVATE DISP. 15.00 ' U.C. SPRINKLER 3.00 rEiorIe 73~0 SU6TOTAL $ 4ru6~ ST. SURGf1ARGE .50 ~ SIGNATURE 0 PERMITTEE I TOTAL: $ COt4{ERCIAL/I;IDUSTRIAI.:; PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTItIAL BUILDINCS AND HULTI-FAMILY SUILDINCS (JFIEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLINC UrI3. CONTP~AGT FRIGE: FEES OIJNER CIA!1E: 1% OF CONTRACT FEE. STATE SURCIiARGE - $.SO FOR SITE nDDRESS: EnCfi $1,000 OF PERMIT FEE. LOT: BLOCK SUED.. $25.00 MINIMUM FEE. INS'IALLER: GONTRACT PRICE x 18 $ ADDRF.SS: STATE SURCHARGE $ GITY: ZIY: TOTAL: $ PHONE (SIGNATURE) FOR: CI'1'Y OF EAGAN r ' Date 02/23/2007 ~-4Mf71 t/v% J %/ls/ y~5A0~w Page 1 '2--A 3-07 rl' 444e4 ,ar.a,a.fW,.a Permit Inspections Entry Comments Identification: EA074861 - 797 Trotters Ridge Comments: 9/25/06 Footings TM -no footmgs for deck landing - Landing omitted, an adddendum has been requested 12/12/06 CN -At front stoop the plans called to add 6'6" X10'6" on to existing stoop, [he existing sroop already was in place except for a 2' X 8' wfiere posts come down--changed plan to reflect, ok to pour footings 9/27/06 Foundation 1'M -ok to backfill rear -front habital space missing insulation 9/28/06 TM -Contrac[or to submit addendum to front laundry foundation walls and Floor assembly done tm 10/2/O6 TM -approved addendum for floor laundry area, no access floor will be filled with insulanon 11/21/06 JTW fireplace RI - ex[ended flue on exishng fireplace to new exterior wall flue OK at Lower level - add fireblocking at lid of newly framed concealed space 11/2 V06 JTW - submi[ an Addendum for new fireplace bump out where masonry fireplace was removed - provide tniss mfg OK or fix for hand framed load added ro the top of the tiusses 12/07/06 JTW partial framing - did no[ comple[e inspection - foo[ings and foundation have not passed inspechon (deck landing foorings???) DoneTM (addendum to front s[oop Done TM - previously reques[ed addendum for added fireplace not submitted (rce'd 12/07/06) DONEjav - submrt an addendum for new window openings at 2nd floor DONE CN - add shear nailing at hangers added to existmg Floorjoists at laundry ( simpson LUS- 210Z, 16d commons) Done CN - provide beam calc for dbl 9-1/2" LVL used m place of dbl 11-7/8" LVL on approved plan Done CNI - submit a repair for holes drilled in existing floor joists by plbr at the bearing point ADDED PLYWOOD GUSSETS, OK jtw - add fire blocking at all dropped ceilings and soffits Done CN - provide truss mfg repair for hole drilled in 3 ply girder [russ Done CN - fasten 3ply gvder truss as per huss mfg spec or provide truss mfg approval for al[ fastening Done CN - provide truss mfg OK or specific engineermg for adding load from hand framed roof to top chord of new huss Done CN Date 02/23/2007 Page 2 Permit Inspections Entry Comments Identitication: EA074861 - 797 Trot[ers Ridge Comments: - OK to change Db] 1 I-7/8" LVL at openmg in existing wall at LL 6drm to a Dbl 9-1/2" LVL - verily header size at exterior door bearing 3 ply girder truss (2 - 9.5 " LVL's were installed) - add fireblocking at dhe top of concealed space at LL fireplace flue DONE jtw DID NOT INSPECT alterations to existing husses Ok, alterahon specs from trvss company on site CN squasli blocking Done CN deck framing Ok CN screen porch floor framing OK CN , htg RI OK CN roof frame at front entry Ok CN sleepers at Iv rm floor - One sleeper u•as exposed for inspection CN new fire place chase at firsl floor Ok CN schedule lhr min fornextinspecrion OK to insulate walls temporanly, leave corrections accessible*** 12/11/06 JTW Addendum - Addendum approved to add a fire place bump ou[ Bearing on existing masonry fireplace foundation (uot the face brick) Done CN - addendum must be attached to the approved plan prior to frammg inspection OkCN - adding fireplace RI, air test and final to the permit 12/11/06 JTW partial framing and insulation - see previous corrections - min R-38 in the lid of the fireplace bump out Done CN 12/12/06 Partial faming & insulatoin CN - All truss fix specs, and calcs for headers [ha[ were asked for and provided are in the parcel file. - Contrac[or to provide an addendum to plan for window changes and replacements DONE CN - Framing for new mas[er bedroom window not started yet. look for squash blocking to bearing DONE CN - Deck landmg was ommited. Contractor will submit an addendum for the change and ihe new location of deck stair DONE CN Ok to cover all framing except framing related to window changes*# 02/16/07 JTW final - need elec final City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 797 Trotters Ridge Lot: 26 Block: 2 Addition: Bridle Ridge 2nd PID:10- 14997 - 260 -02 Use: Description: Sub Type: Work Type: Gas Fireplace (new) Description: Census Code: 434 - Occupancy: Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 2,000.00 Contractor: Fireside Hearth & Home 20802 Kensington Blvd Lakeville MN 55044 (952) 985 -6675 e- Fireplace Construction Type: Chimney /flue must be inspected prior to concealing. Smoke detectors are requ ired in all sleeping rooms prior to final inspection. When wall studs or ce iling joists are exposed, hard -wired detectors are required. Battery operate d types are acceptable if the wall/ceiling finish (i.e. sheetrock) has to be removed to install a smoke detector.Brenda Huston 2700 N. Fairview Avenue Roseville, MN 55113 651- 633 -2561 hustonb@hearthnhome.com BL - Base Fee $2K Surcharge - Based on Valuation $2K Total: $70.00 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature PERMIT City of Eaan - Applicant - Owner: Robert C Schauer 797 Trotters Ridge Eagan MN 55123 Permit Type: Permit Number: Date Issued: Permit Category: $69.00 0801.4085 $1.00 9001.2195 Issued By: Signature Building EA075906 11/16/2006 ePermit City of Eagan PERMIT Permit Type: Permit Number: • - Date Issued: City of EPermit Category: Building EA104844 06/13/2012 ePermit Site Address: 797 Trotters Ridge Lot: PID: Use: 26 Block: 2 10-14997-02-260 Addition: Bridle Ridge 2nd Description: Sub Type: Work Type: Description: Census Code: Zoning: Square Feet: e-Reroof Replace House & Garage 434 - 0 Construction Type: Occupancy: 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. Fee Summary: Valuation: 4,000.00 BL - Base Fee $4K Surcharge - Based on Valuation $4K $103.25 $2.00 0801.4085 9001.2195 Total: $105.25 Contractor: Reroof America 10740 Lyndale Ave S Suite lOW Bloomington MN 55420 (952) 888-8440 - Applicant - Owner: Robert C Schauer 797 Trotters Ridge Eagan MN 55123 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature Date: City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Y612 Use BLUE or BLACK Ink For Office Use Permit #: I t./ J-.3 Z/ Permit Fee: V.„ 111 Date Received: 1 ( -20/14-12- Staff: 20!12"Staff: 2012 RESIDENTIAL BUILDING PERMIT APPLICATION 1 L Site Address: 11-1 Name: F>DB � r t -C l Ce \C-- Address/City/Zip: 7617 70 -1 -le r— 84.4„ Applicant is: Owner k. Contractor Description of work: 2 Unit #: Phone: 0/- 6.7p re. 0 CHVI‘ti 0J+5 c -K4-1411 le/IA.411 e c.,); Construction Cost: 2.51 6.00 Multi -Family Building: (Yes / No ) Company: ,Cf Nen Um S (f t B wContact: -vim d vM Address: 1S4,51 1,L-0�� City: - 12-4-4-e 04.1 f- State: Y► '" " Zip: 550 Phone: b5 1 �Jte S 5 9 License #: 51:5'75 Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the 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: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Buildin days of permit issuance. Applicant's Printed Name x Applican ust be completed within 180 Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation XSingle Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition *Alteration Replace Retaining Wall Fireplace Garage Deck Lower Level DESCRIPTION Valuation Plan Review (25%_ 100% y) Census Code # of Units # of Buildings Type of Construction Y `� ) c. Interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water Final Framing Fireplace: _Rough In Air Test Final Insulation Sheathing Sheetrock e /o63I7- 1T) Porch (3 -Season) Storm Damage J Porch (4 -Season) Exterior Alteration (Single Family) Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) Pool Miscellaneous Occupancy Code Edition Zoning Stories Square Feet Length Width Reviewed By: el - Siding Siding Reroof Windows Egress Window Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Other: Pool: Footings Air/Gas Tests Final Siding: _Stucco Lath Stone Lath Brick Windows Retaining Wall: Footings Backfill Final Radon Control Erosion Control Building Inspector Gas Line Air Test RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 Date: City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: lc?o Date Received: (pc1 = 1-1C-,3 Staff: rJ 2013 RESIDENTIAL PLUMBING PERMIT APPLICATION I _ 13 Site Address: i i Y o 5 Tenant: C S k Q ut.(Z Phone: Suite #: Address /[nCity / Zip: 'T Name: Wta✓ cAv, J _ Address:Y �- )1/3 City: t � 6(41"-SV License #: %D t 3a -- State: WA/ Zip: S-5-33 7 Phone: Contact: -3('`s`)'Email: &Som 5 Po—, c New r.Replacemjent (Repair Rebuild Modify Space _ Work in R.O.W. Description of work: _pLQC2 fi-t X--UYes (flke-S'..Pd` A, n RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / _ PVB) Septic System New Abandonment Water Softener Add Plumbing Fixtures ( Main / _ Lower Level) Water Turnaround 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) TOTAL FEES $ 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. 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 start without permit; that the work will be in accordance with the approved pla in the case of work which requires a review and a 7 royal of plans. x Applicant's Printed Name FOR OFFICE USE aeziYl ant's Signature Reviewed By: Required Inspections: Under Ground Rough -In Air Test Final City of Eagan PERMIT City of Eaan Permit Type: Plumbing Permit Number: EA120672 Date Issued: 02/26/2014 Permit Category: ePermit Site Address: 797 Trotters Ridge Lot: 26 Block: 2 Addition: Bridle Ridge 2nd PID: 10-14997-02-260 Use: Description: Sub Type: Residential Work Type: Replace Description: Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments: Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Josh Mcguire 1424 3rd St N Minneapolis, MN 55411 Fee Summary: PL - Permit Fee (WS &/or WH) $55.00 Surcharge -Fixed $5.00 0801.4087 9001.2195 Total: $60.00 Contractor: Benjamin Franklin Plumbing 1424 N 3rd St. Minneapolis MN 55411 (612) 604-4285 X61 - Applicant - Owner: Robert C Schauer 797 Trotters Ridge Eagan MN 55123 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature PUot Knob Road lagan MN 5 122 Phone: (661 ) 6785 Fax: (651) 675.5684 Email: pinnicitrofeacta.coni ZONING PERM T APPLICATION Please identify mprovements on a scaled site plan rawing that shote lot Brie, uctures and existing conditions. Site Address:. Owner Name: Name, Email address; 0 Retaining Wall <4 feet 4nveway Patio 0 art Court. 1' sidewalk k. ens Description of work: BEF E YOU ©IG. Ca rs before you intend to dig to receive 5tat� oar kali at (651 j 464- 2 for protection against under r ru€ i utility dama , Call aces of t ndergro€ nd utii ti Spot ?raatat sr ec : G:Building InspectonslPER +11TAPPUcA lONSl2O11\2O 1 Permit apt€citit The Twin Cities Paver off'Chate ESTIMATE S Date: Name: Address:+ City: Phone O Phone ACCREDITED BUSINESS No. Yes ' Yes Replace ac is D Water shut off 0 Flares i l l New Cover 0 Sturn its 3 Drainage Problem 0 e Asphaft (Extra urge if over 4") • Re rr ve Concrete (Extra charge if over 4") • Apron removal 1 car 2 car 3 car map Blocks (Does not include foundation work) R eve Gravel, Dirt or Sod Base, after compaction cur existing base and ours degrade for proper drainage Hot Mix Asphalt compacted to „—m -- J Addition to drive Concrete$ see concrete form, proximate Square feet /049/7 Yr. Warranty Yr. Asphalt Protection Plan (see details on back) Options: (Not included unless check s and initialed) ® Fabric Installation SF . Permaloc LF • Customer. Initial Estimated Cost: Down Balance X '.cF ead and agree. ide, BION AND RETURN WHITE COPY 774; nd Avenue S • Richfield, MN X23 ` Pf1. 612-866-8836 • Fax: 612-866-8078 nsed • Bonded • insured dblacktop, o City of Eagan PERMIT City of Eaan Permit Type: Plumbing Permit Number: EA143773 Date Issued: 06/26/2017 Permit Category: ePermit Site Address: 797 Trotters Ridge Lot: 26 Block: 2 Addition: Bridle Ridge 2nd PID: 10-14997-02-260 Use: Description: Sub Type: Residential Work Type: Replace Description: Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments: Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary: PL - Permit Fee (WS &/or WH) $59.00 Surcharge -Fixed $1.00 0801.4087 9001.2195 Total: $60.00 Contractor: Benjamin Franklin Plumbing 5718 International Parkway New Hope MN 55428 (612) 238-9709 - Applicant - Owner: Robert C Schauer 797 Trotters Ridge Eagan MN 55123 (651) 681-7810 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature