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1562 Rustic Hills DrDate: City of Eapll 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Resident/ Owner Type of Work Contractor Use BLUE or BLACK Ink For Office Use l� Permit#: iaC.1+Ioy Permit Fee: Date Received: Staff: /o5as y/aY/rce 2014 RESIDENTIAL BUILDING PERMIT APPLICATION / Site Address: 1570 / 7& 16`{ $ OI1V/ Unit #: Name: Address / City / Zip: /3r -' Phone: — ft¢- 614134 - (%%v f&srV c, e2d Applicant is: Owner Contractor Description of work: t-- 5th i I o1 f S� Construction Cost: 1576rad Multi -Family Building: (Yes / No ) Company: Contact: Address: City: State: License #: Zip: Phone: Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) 4--A4. (11. Olaf v v ' ay exzhtr COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit fora 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: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.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 Building Code must be completed within 180 days of permit issuance. x beffth Applicant's Pri ted Name Applicant's Sig Page 1 of 3 0 NOI1VA313 1N021d ONIOIS IANIA '0X3 3A0111321 021V08 121INS 31021VH 8 X l NIVIN321 01 3NO1S '0X3 - NIVW321 01 3008 '0X3 1111111111111111111 VVI211 8000 ti X 1 NIVW321 01 S21000 'H'0 ONIISIX3 CP A III 1 14101108 SN311V8 £ X 1 SMOOTH HARDIE PANEL SHEETS 213Af101 ONIN0I10Nf13-NON M3N 411/' City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: :7 038 Permit Fee: r l ) . � Date Received: 1` l 1 (Cp /1,0 Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 14 Nor 2dle Site Address: Tenant: Suite #: RESIDENT / OWNER Name: °�' Il'ifie Phone: (a,` - _ ' D 4/ � Address / Cit / Zip: /9 2 ,��-,/ ` 'G � (5 cDi ' Applicant is: V Owner Contractor TYPE OF WORK Description of work: fvb*-er lea re (iee4 - ; 5 l6i'z'd-Fr4noirefik Construction Cost:(/ Multi -Family Building: (Yes / No i-) CONTRACTOR Name: !�� License #: Address: City: State: Zip: Phone: Contact: Email: COMPLETE In the last 12 months, has Yes If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: _No Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that. you submit are considered to be public information Portions of the Information maybe classified as non-public If you provide speclgc reasons that would permit the forty to conclude:that they:are trade ,secrets"�' CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.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. x Applicant's Pri ted Name x Applicant's Sig Page 1 of 3 ìü íø þýýüÿûúûúø ÷üüýýøíúý éýþ ãÿ á îã þý ÿþýüû÷õ ß ø ÿýüû ÷ýüû÷õ ß öõßûó ûáÿ ø ÿ øäåÿûü Ú òÿú óûçó ññóòÿ ó þó é æ õõû ææó ý ûéøææ ûæ é øþóè òÿþüõ æóüñó é úêäàêëëéîëéëî ó÷ ÿñ Üÿêäàêéîéíî Üÿäé òñ ðï ûû õ ðÿææ íøÿüø÷ îíÿ á çðöîîä ðöîîí ïîìíããã ñþüõ ñ ñçñ ûû ññæó óûüõñûûþ æð ÿ øüæ å é ûûßó ÿ ÿü ÿ CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 QATE 19 RCCEIVgO FROM AMOUNT $ & DOLLARS +oo CASH CHECK FOR f t BY White-Payers Capy Yellow-Posting Copy Pink-File Copy Thank You BLDG. PERMIT NO. 6 '4- 01-3210 Bldg. Permit 01-3422 Plan Check 01-3445 Surch./Adm. 01-3446 SAC/Adm. 01-2155 Surcharge 17-3860 Road Unit 20-2275 SAC 20-3865 Water Conn. 20-3868 Water Trmt. 20-3716 Water Meter 20-2252 Acct. Dep. 20-3713 Water Permi 20-3743 Sewer Permi 79-3866 Sewer Conn. 11-3855 Park Ded. TOTAL CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 i • DATE 19 r R[C[H/E.D' FROM AMOUNT $ e< DOLLARS loo ? CASH aCllT dK FOR J . FUND COD AMOUNT Thank You BY 7 White-Payers Copy Yellow-Posting Copy Pink-File Copy ,- BUILDING PERMIT To be used for Lot Block Parcel No. Est. Value 110000;:, Date it Name 3 Address 71y' 7 City Phone mo Name . 8 ` Address P City Phone W Name W n Addre W City- I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with allapplicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to: all work shall be done in accordance with all applicable State of I Building Official Receipt 3UNt 44 14 ,19 OFFICE USE ONLY On Site Sewage Occupancy MWCC System Zoning On Site Well Type of Const City Water (Actual) (Allowable) * of Stories Length Depth S.F. Total Footprint S.F. APPROVALS FEES Assessments Permit Water/Sewer Surcharge "I Police Plan Review Fire SAC, City ' Engr. SAC, MWCC Planner Water Conn. Council Water Meter Bldg. Off. Road Unit APC Treatment P1 Variance Parks Copies TOTAL on the express condition that inesota Statutes and City of Eagan Ordinances. CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH ONE: 454-8100 r Permit No. Permit Holder Date Telephone it _ Plumbing ?- c; Lr' .z y j HN.A.C. Electric ? 0 5 Softener Inspection Date Insp. Comments Footings I % Z4 71ts s7 ..•..Do.•y' Footings II Foundation e. Q_ ?.( Framing ?`_ Roofing Rough Plbg. Rough Htg .3 v Isul. C Fireplace Final Htg. C'N? - Final Plbg. A Bldg. Final / 3D ' P 3 U,., IA- _t1r w - Q Cert. Occ. / z ?? Temp. LP o Deck Ftg. Deck Frmg. Well Pr. Disp. Tertifirotr of (Orrupaury Citp of Cagan 19jrVabitM of 1uOWg 1windbm This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Use Classification S' M?CAR Bldg. Permit No. 13814 Occuwa3' Type R3 Zoning District R 1 Type Cone. V Owner or Budding RAINY BU= Address M IIM DR, ST. PAUL, Budding Address 1562 RUSTIC H MIS U UW Loadity W, B I, RUSTIC HMU Data: FF.EFd1M23. 1989 Budding Ors ' r POST IN A CONSPICUOUS PLACE Site !r PERMIT # ?r .. ^ PLUMBING PERMIT RECEIPT # 7- CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE: ACT PRICE PHONE: 454-8100 dress / ,.- -!?u '?' ? `BLDG. TYPE WORK DESCRIPTION Sec/Sub-_ Name w Adore c City _ Name 3 Addre: p City FEES COMM/IND FEE - 1% OF CONTRACT FEE MINIMUM - RESIDENTIAL FEE -$10.00 MINIMUM - COMM/IND FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) X. - OF FOR: CITY OF EAGAN Res. New Mult Add-on Comm. Repair Other NO. FIXTURE Water Closet - $3.00 S TOTAL $ =Bath Tubs - $3.00 Lavatory - $3.00 r Shower - $3.00 - . ' Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 - Water Heater - $1.50 Whirlpool - $3.00 Jl/ + Gas Piping Outlets - $1.50 r _ - 1 Softener - $5.00 71 7 1 Well - $10.00 Private Disp. - $10.00 - Rough Openings - $1.50 FEE STATE S/C: ? n. -" GRAND TOTAL: PERMIT # MECHANICAL PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE: PHONE: 454-8100 Site Address ` BLDG TYPE WORK DESCRIPTION Lot ar Block I Sec/Sub . Res. New Mult Add-on Name Comm. Repair m Address ` ' - Other c City PhoneK .4, t FE ES Name HVAC 0-100 M BTU -$24 RES 00 W Address V . . ADDITIONAL 50 M BTU - 6.00 p City Phone rA - (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1 50 EA TYPE OF WORK . . COMM/IND FEE - 1% OF CONTRACT FEE Forced Air ?? J VJV M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU REMODELS - 12.00 Air Cond M BTU MINIMUM COMMERCIAL FEE - 20.00 . STATE SURCHARGE PER PERMIT - .50 Vent. CFM (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # BEYOND $1,000) Other T FEE. S/C: SIGNATURE 00 PLRMIVEt TOTAL FOR: CITY OF EAGAN CITY OF EAGAN Remarks Addition` RUSTIC HILLS ADDITION Lot 7 BIk Parcel ?D00 070 Qua Owner ( -Street 1562 Rustic Hills Drive State Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 32=- 1855-41 1 AS - 54 10 STREET RESTOR. GRADING SAN SEW TRUNK 46 1968 45.85 1.53 30 ? SEWER LATERAL t/ 3L-- 1990 3454,56 230.30 WATERMAIN WATER LATERAL 1972 170.98 8.55 20 WATER AREA 1977 79.55 5.30 15 t STORM SEW TRK 1979 411.06 41.11 10 STORM SEW LAT 1980 gervi g-0 1980 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAQAN Permit No. pate: 9-25-87 3890 Pilot Knob Road Meter No: Size: P.O. Box 21199 Reader No: Date: Eagan, MN 55121 Owner. Randy ?uffie Site Address: 1 S69 PnAt I r •ti I Is ?'ri P 1.7 R1 Pnat it 71111q Plumber. Wenzel .:echanical Conn. Chg: 525.00Pd Acct Dep: 15.00pd Permit Fee: 10, 00pd Surcharge: . 50pd Tr. Plant_ 130.00Dd Meter. 62 onpd_ Zoning: R1 No. of Units: 1 I agree to comply with the City of Eagan Ordinances. WATER SERVICE PERMIT C)TY OF EAGAN Permit No: Date: )-25-87 3830.P"r Rnob Road B/P No Date. 5-25•-' 7 P.O. Box 21199 Eagan, MN 55121 Site Address: 311128 Drive L7 Bl ]bust MWCC: o`-'*. UUPd 1 Zoning- 00. 00P City Chg: 15 ua u- No. of Units: - i Acct. Dep: ' Permit Fee: I agree to comply with the City of Eagan Surcharge: Ordinances. SEWER SERVICE PERMIT CITY OF EAGAN Permit No: Date: 9-25-•87 31:30 Pilot Knob Road Meter_ l 9 5?y Size. 48 Ra `7/S P.O. Box 21199 der No: Eagan, MN 55121 Date: (U w Owner- f ie Site Address: T SAS 1'i •etir Nil l g rr-i),r, T.7 r,7 { 'rill Plumber Wrangel s Mechanical Conn. Chg: Acct Dep: X1.5.00 15 00 d Fl d , W O . A n ft 1 Permit Fee: 10.00 call local utilities Surcharge: T • ?t-' - £3 @WICASIWq with the City of Eagan ?? r. Plant_ Meter. ? 1 0, OOn A7 nn nr?lti Iln=%r RM n RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN -' g 3830 PILOT KNOB RD - 55122 651-681-4675 New Construction Reouirements RemodellReoairReauirements . 3 registered site surveys showing sq. t of lot sq. fL of house; am6ti roofed auras . 2 copes of plan (20% maximum lot coverage albwed) . 1 set of Energy Calculations for heated add'd'ans . 2 copies of plan showing beam & window sizes; poured found design, etc.) • 1 site survey for exterior additions & decks . 1 set of Energy Calculations . Indicate If home served by septic system for additions . 3 copies of Tree Preservation Plan it lot platted after 711193 . Rim Jost Detail Options selection sheet (bldgs with 3 or less units) DATE VALUXION tDDODa JOB SITE ADDRESS 4gs IF MULTI-FAMILY BUILDING, PROPERTY OWNER TYPE OF WORK APPLICANT ADDRESS ls? v PAGER # I' iLhril/.1. FIREPLACE(S) X 0 _ 1 - 2 TCO A*'d-' G>Ki - PHONE# (01t' 28$'9900 Xts ft ye, ZIPCODE 95174 CELL PHONE # 017,' ¢DB • gZSS FAX # 90a' "W -9 I9 NEW RESIDENTIAL BUILDING ONLY- FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residential Ventilation Category 1 Worksheet Submitted - Energy Envelope Calculations Submitted MINNESOTA RULES 7672 - New Energy Code Worksheet Submitted Plumbing Contractor: Phone #: Plumbing System Includes: _ Water Softener _ Lawn Sprinkler Fee: $90.00 Water Heater _ No. of R.I. Baths No. of Baths Mechanical Contractor: Phone # Mechanical System Includes: - Air Conditioning Fee: $70.00 - Heat Recovery System Sewer/Water Contractor. Phone # P, i LA InI All above information must be submitted prior to processing of application. u I hereby acknowledge that I have read this application, state that the information is cone anctagr with all applicable State of Minnesota Statutes and City of Eagan O/Lrr?d?inanc s/. Signature of Applicant -r--^-?"T?JJ 'Vi Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ - . r Updated 1101 OFFICE USE ONLY ? 01 Foundation ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement Valuation Census Code SAC Units Nbr. of Units Nbr. of Bldgs Type of Const 13 13 35 Int Improvement 36 . Move Bldg. 37 Demolish (Bldg)" *Demolition (Entir Occupancy Zoning SIL9Pa H ?? q ? 20 Pool ? 21 Porch (3-sea.) 22 Porch/Addn.(4-sea.) ? 23 Porch (screened) ? 24 Storm Damage ? 25 Miscellaneous ? 30• Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi ? 38 Demolish (Interior) ? 44 Siding ? 42 Demolish (Foundation) ? 45 Fire Repair ? 43 Reroof O 46 "Windows/Doors a Bldg only) • Give PCA handout to applicant 2n36 -U MC/ES System City Water Stories Booster Pump, Sq. Ft. PRV Length Fire Sprinklered Width REQUIRED INSPECTIONS Footings (new bldg) Final/C.O. Footings (deck) Final/No C.O. Footings (addition) Plumbing Foundation HVAC _ Drain Tile Roof Ice & Water Final Other 1( Framing- - _ Fireplace _ R.I. -Air Test -Final Insulation Approved By T Z , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC Pity SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total ? 07 05-plex ? 13 16-plex ? 08 06-plex ? 16 Fireplace ? 09 07-plex ? 17 Garage ? 10 08-plex ? 18 Deck ? 11 10-plex ? 19 Lower Level ? 12 12-plex Plbg Y or_ N 40.00 5S4.9? Pool _ Ftgs _ Air/Gas Tests - Final Siding _ Stucco _ Stone Windows (new/replacement) f'H Rpw V 05"x (A epf.2 y 30 x g,), 7/ 5 :ai t L CITY OFEAGAN N2 13814 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE: 454-8100 Receipt - S CJ Q-5 # Tobeusedfor SF DWG/GAR Est.Value $110,000 Site Address 1562 RUSTIC HILLS DR Lot 7 Block I Sec/Sub. RUSTIC HILLS Parcel No. a Name RANDY BUFFIE = Address 5 INNER DR 3 o City ST PAUL Phone 698-9534 ,o Name SAME 0< Address City Phone mw Name zg Address U W City Phone 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 d Ci of E an r finances. Signature of Permitte9 A Building Permit is ,.sued to: RAN Y BUFFIE all work shall be done in accordance with all applicable ate of Building Official I JUNE 24 19 87 OFFICE USE ONLY R3 On Site Sewage Occupancy - -- MWCC System Zoning R1 _ 'K On Site Well Type of Const 11 City Water X (Actual) (Allowable) * of Stories Length Depth 40 S.F. Total Footprint S.F. APPROVALS FEES Assessments Permit $ 533.50 Water/Sewer Surcharge 55.00 Police Plan Review 266.75 Fire SAC, City 100.00 Engr. SAC, MWCC X00 Planner Water Conn. 525- DO Council Water Meter 67.00 Bldg. Off. Road Unit 305- f10 APC Treatment PI 1A0- f10 Variance Parks Copies TOTAL $2,557_?5 on the express condition that nnesgta Statutes and City of Eagan Ordinances. is request void fA!/E Th maths nths fro?? Renuest Ua to C7 O JC F=0 R, ion red. Yes E] No J Ready Now Will Notify InsPec- for When Reatly - ...... 1 hereby request inspection of above ? Owner elwpbinnl ,.,..n Street Address, eo_ . or Reule Nvo.. C/i try u " / 5 ` e 'oi Township Na m e or No. Range No- . r y Occ Paot (PRINT) Phone No, Sa -6a Power Supplitru Address Elect ical Contracto rr ((Comp. Nam 1 Contractor's License No. ' - Mailing Address (Contractor or Owner Ma ar d? 'ng Inst" anon) 40 n 6 4191 Authorized nature (Contra t Owner Making Ins taliwt oo) Phone Number mirvrvtSUtA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room N-191 BE ACCEPTED BY THE STATE BOARD 1821 University Ave.. St. Pitw, MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) 642-0800 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION y EB-00001-06 /Sale instructions for completing this form on bock of Yellow copv. 6377 4 "x Be'lowiWork Covered by This Request Navy Add Rep. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Lighting Fixtures Apt. Building Dryer Electric Heatin Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Bulk Milk Tank Farm Other peel y -her ISpecrfy) 07, Spcofy Other Othe- Commute lnsmection Fee Re/nw # Fee Service Entra nee Size P Fee Feeders/Subfeeders # Fee circuits tY) / U to 200 Amps 0 to 30 Amos rEjJ 0 to 30 An s Above 200 Amps 31 to 100 Amps 31 to 100 A Swimming Pool Above 100 -Amps Above 100_Amps Transformers Irrigation Booms Partial,' I Signs I Special Inspection Jsi?7 ?d Remarks TOT L/ER-dam net certify that the abu? inspection has been made. This request void 18 months from Yr'F" r?VV 0* 9(- _L Randy Bufl'ie August 11, 2008 1562 Rustic Hills Drive) Eagan, MN-55121-- Re: BufFie Porch Addition Dear Randy: 241 CLEVELAND Let it be known that we consider construction of the structural elements for the referenced project to be substantially complete. Framing was A V E . $ S U [ T E 6 2 reviewed during our site visit (6/4/08), performing a limited structural observation and was found structurally adequate to support MN Code ST. PAUL. MN required vertical and horizontal loads. 5 5 1 o s- 1 2 6 o Please contact our office with any questions or comments. Respectfu y Sub itted, Christian Soltermann, P.E. Minnesota Registration #25085 651.698.5626 FAX:651.698.5628 EMAIL: mjseag@gwest.aet oco59"7 5 ORD T E 013413 f,5frf? cx- J S ? OUSE L R C HEATING TES ? rN ADDRESS • ° c i`- ' " i•' V -- APT.-FLOOR CITY SUBURB OCCUPANT OWNER HEAT LOSS DATE HTG. INST. ` SOLD BY INSTALLED BY`' - 7; (4 Electrical Work By Gas Line By CS I TYPE OF HEA T GA _ FA HW -STEAM -SPACE HTR. -UNIT HTR. - OTHER / 4 ?Ox GAS DESIGN CONVERSI l5 MAKE MAKE OF BURNER ^ Modal 0 Q -60 Modal V v SwioI -03 G I tra.;r>7 Max. BTU Rating INPUT / /, Q0"' MAKE OF FURNACE Z? 7 Mod•1 _ IQ CONTROLS Y ~? THERMOSTAT H• lug Vent Site. Volvo KIND OF LINER SIZE N Limit Draft Hoed H'L Regulator _T134" Z9, Ru Limit Setting FI Itws Sits Number Fan Setting Chimney Location Inside Outside Pilot Type Chimney Construction A Pilot Make al^ ILA Pilot Modf Smoke Bomb Wiring Pilot Timing h-? Draft T•af Taq L.W. Cut Off Dow Pressure- Lighting not. r 3 r O, Pressure ° Percent C02 Date Tested 1 -A Input CFH ? Percent 02 Company T•stinq Snick Temp. _Pwanf CO Name of Tov MECHANICAL (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Please complete for: commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date Site Address Unit # Tenant Name (if applicable) Previous Tenant Name Property Owner Telephone # ( ) Contractor VOLT Hann 11 ION WNGITIONU HAMAV€ ST. LOUIS PAR(, MN 55426 Street Address SALES 929.6767 SENVICE9&41 City State Zip Telephone # ( ) The Applicant is Owner Contractor Other Work Type New construction Underground Tank -Install -Remove Interior Improvement Call for inspection during installation/removal of tank Processed Piping Nature of Work: Permit Fee $50.50 Minimmn Fee (includes State Surcharge) Contract Value $ x 1% Permit Fee • If permit fee is $1,000 or less, add $.50 => $ State Surcharge If permit fee is over $1,000, add $.SO per $1,000 Permit Fee $ Total Fee I hereby apply for a Commercial Mechanical 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 with the Mechanical Codes; 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. Printed Name Applicant's Signature Approved By: , Inspector Date: a 5? MECHANICAL (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Please complete for: Single Family Dwellings Townhomes and Condos when permits are required for each unit Date (0 l 1 0 1 o 3 II'' Site Address )??(LS? 1? 11 I I? ?r• Unit# Property Owner c e- Telephone # ((6 I) Contractor VOGT HEATING A AIR rntLETIONIBG 3260 GORHAM AVE. Street Address ST. LOUIS PARK, MN 55426 SALES 929 5767 SER'h City, State Zip Telephone # ( ) The Applicant is Owner Contractor Other Add-on, modification or alteration to existing dwelling unit $ 30.00 furnace replacement I)i 1_2 fIY)Oj ('0 tL Wo_ ? OC) _ air exchanger nO`6 Sad - c?J(p e n N air conditioner 1) other State Surcharge $ .50 ?nn ? 17 Total JUN 12 Zn' i$` 30? 5 O I hereby apply for a Residential Mechanical Permit and acknowledge that the informatioVis, complete=and-accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved pla in th e of wo k which requires a review and approval of plans. • ? ? 61?? 13 Applicant's Printed Name Applicant's Signature PERMIT# 5? l RECEIPT DATE: MIDENTIAL PLUM$IN6 PERW APPLICATION crrY of EAGAN 8880 PILOT KNOB itD EAGAN, MN 55122 651-681-4675 Please complete for: single family dwellings, townhomes and condos when permits are required for each unit, backflow preventer for irrigation system SITE ADDRESS: l5w v OWNER NAME:: /Zi M •r,? A11?i ?JT77 C? TELEPHONE M GIZ ag -gece (AREA CODE) ?y a?,? INSTALLER NAME: f/U TELEPHONE M cot yab -gbap ` (AREA CODE) STREET ADDRESS: XiVYR?_? CITY: STATE: ZIP: Plac a check mark next to the permit work type Modifications that alter living areas, such as adding new fixtures to lower level $ 50.00 areas or additions _ Modification/alteration to existing dwelling unit, including: $ 30.00 • new installation/repair/rebuild of RPZ • lawn irrigation system • water softener, water heater, air conditioner Nature of work: _ Septic System, new/refurbished - $ 225.00 • includes County & Consulting Inspector fees • requires two sets of plans • requires MPC license Abandonment of septic system $ 50.00 _ Water turnaround - existing dwelling unit $ 50.00 • 5/8" meter (if required) 118.00 State Surcharge $ .50 Total $ 50.50 I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/rightof-way/easement. _ n A SIGNATURE 'OF PERMITTEE 1/02 CITY OF EAGAN CASHIER: JS TERMINAL NO: 775 DATE: 08/15/00 TIME: 14:48:22 ID: NAME: RANDALL M BUFFIE ARCHITECT INC 3210 9001 1562 RUSTIC HIL 60.00 2155 9001 1562 RUSTIC HIL 0.50 Total Receipt Amount: 60.50 CR135953 USER ID: JAN 5973 /S so PLUMBING (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Please complete for: Single Family Dwellings Townhomes and Condos when permits are required for each unit Date CO //0 / 03 // Site Address 156 Z R"TfC 1,11 LX f?J?l ?b9 Unit # Z ? J Property Owner Kigov -X r , ,j a- k7LLa}?J? Telephone # ((eS/) y? G ? ?3 .0 / j // Contractor 1o:( -' Alrx-)N 4, '/C? '# ?'LuM?)?j? L1 ? Address 3z4y ?"-,-4 Ave,, city Jo--f /XildXX State &-A/ Zip 5:rYZ-60 Telephone # (/?S'? %Z 9- 6 7G 7 The Applicant is Owner -1/ Contractor Other Septic System _ New Refurbished Submit 2 sets of plans and MPC license Includes County Fee. Addition consu n es may apply. Alterations To Existing Dwelling Unit, Including $ 50.00 _ Adding fixtures to lower levels or room additions, excluding water softener and water heater Abandonment of septic system _ Water turnaround (+ 5/8" meter if needed - $121.00) Other: _ RPZ _ new installation _ repair _ rebuild 30.00 _ Lawn irrigation system Water softener Water heater $ 15.00 ? re lacement additional p _ State Surcharge $ .50 f LL, ILu III ? I Total r JUN 1 2 20nin ?j `> Sa I hereby apply for a Residential Plumbing Permit and acknowledge that the info be in conformance with the ordinances and codes of the City of Eagan and with permit, but only an application for a permit, and work is not to start without a I approved plan in the case of work which requires a review and approval of pla_q., (j/PX9 /IAA 7-AK. Applicant's Printed Name is complete and acc (e; that the work will mbing Codes; that I understand this is not a fiat-tW-work- wall-be-inlaccordance with the Signature 2000 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN ?j 4 22 7 3830 PILOT KNOB RD - 55122 5D 651.681-4675 J r C(? g 1 New Construction Reaulremenb Remodel/Reoafr Reaulremenh COW > S registered site surveys slowing sq. fL of lot, sq. fl. of house and gp roofed areas (20% maximum tot coverage allowed) > 2 copies of pons (show beam & window slws: poured Ind. design: etc.) > 1 set of energy calculations > 3 copies of tree preservation plan If lot Platted after 7/1/93 DATE: Z ?i•. Name: i?! W r((/?lG? V Phone #: Lad Rr/s?t//l k?? Street Address: kWiL rzilk DESCRIPTION OF WORK: gr'g/` /VaUVAVE] T UCLOIL- 1-2 y (/•Clut-!/-! J - STREET ADDRESS: t2eQ Z py1fic 6& B V,6 LOT: ? BLOCK: 0 SUED./P.I.D. #: USItTl II,? PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER City v2 State: /YN?I Zip: Company, :20E Phone #: (area code) 2 copies of plan 1 set of energy calculations for heated additions ' _ I site survey for exterior additions & decks R" CONSTRUCTION COST: ViI 90A Lie o) Street Address: Dense # Exp. City State: Zip: Company: a Name: Telephone #: ( Street Address: Registration C City State: Zip: Sewer/water licensed plumber (H installing sayer/waterI KA- Phone #: I hereby acknowledge that I have read this application, state that ft information Is coned, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant. OFFICE USE ONLY Certificates of Survey Received -Z/Yes No A"`UUGG Tree Preservation Plan Received - Yes No /Not Required ??y /? OFFICE USE ONLY BUILDING PERMIT SUBTYPES ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 21 Porch (3-sea.) ? 02 SF Dwelling ? 08 06-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 03 01 of _ plea ? 09 07-plex 0 18 Deck ? 23 Porch (screened) ? 04 02-plex ? 10 08-plex ? 19 Lower Level ? 24 Storm Damage ? 05 03-plex ? 11 10-plex Plbg _Y or_ N ? 25 Miscellaneous ? 06 04-plex ? 12 12-plex ? 20 Pool ? 30 Accessory Bldg. WORK TYPE 0 31 New ? 36 Move Bldg. ? 43 Reroof ? 32 Addition ? 37 Demolish (Bldg)' ? 44 Siding ? 33 Alteration ? 38 Demolish (Interior) ? 45 Fire Repair ? 34 Repair ? 42 Demolish (Foundation) ? 46 Windows/Doors • Give PCA handout to applicant for demolition permit GENERAL INFORMA SAC Code No. of Units No. of Buildings Const. (Actual) (Allowable) r- IL UBC Occupancy R73 Zoning .P-/ # of Stories Length Width Basement sq. ft. Main level sq. ft. sq. ft. sq. ft. MISCELLANEOUS INSPECTIONS ? Stucco/Stone APPROVALS Planning Building U161 Engineering sq. ft. sq. ft. Footprint sq. ft. Census Code MC/ES System City Water Booster Pump PRV Fire Sprinklered Variance r lj. ? 31 Ext Aft - Multi ? 33 Ext. Aft - SF ? 36 Mufti Permit Fee Surcharge Plan Review License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: Valuation: SAC Units % SAC B u 17 July 2000 F F Mr. Terry Zelenka City of Eagan Inspections 1 E 3830 Pilot Knob Road Eagan, Minnesota 55122 Re: Deck Addition 1562 Rustic Hills Drive Dear Mr. Zelenka, Please find the attached drawing of how the deck on our home was built as well as the check in the amount of $60.50 as per your request. I completed the drawing a few weeks ago and just have not sent it off to you. As you will see the existing construction exceeds the code requirements for the structural elements, footings, etc. This is in keeping with the way that we have constructed the balance of our home. We are going to convert this deck into a screen porch in the near future which will take care of the issue of the guard rail requirement where the floor elevation change exceeds 30". The other areas of the home have painted pipe railings and any rail on the deck should match, but it does not make any sense to spend $6,000.00 fabricating and installing railing that will be soon discarded. We have been using the deck for sometime without a need for railings to date. I hope that the drawings will clear up any concerns that you may have. If you have any other questions or comments, I can be reached at (612) 288-9800 weekdays. Thank you in advance for youir assistance with this matter. I Sincerely, POAO Randall Buffie, 275 MARKET STREET i SUIT E R A N D A L I M B U F F I E A R C H I T E C T, I N C. 1 0 0 1 M I N N E A P 0 L I S M N 5 5 4 0 5 6 1 2 2 8 8 9 8 0 0 F A% 6 1 2 2 8 8 9 8 4 8 ARCHISTRUCTURES Jerry Palms P.E. Structural Engineer 416 Hennepin Avenue East Minneapolis MN 554,14 612 1 378 0393 (Voice/Fax) LETTER OF CERTIFICATION BUFFIE RESIDENCE July 10, 2001 ARCHISTRUCTURES #0106-4 Randall M BuffielArchitect, Inc 275 Market Street, Suite 1001 Minneapolis MN 1 5405 I it Dear Randy: I have provided structural design for the above referenced project. Information for primary structure, which includes beams and columns, foundation walls, piers and footings, has been provided toIthe extent shown on red-lined copies of your drawings. Also enclosed are structural notes. Since existing conditions may be other than as assumed, the structural design may need to be altered during the construction phase. As construction begins, if any additional questions should arise, please feel free to call me. Sincerely, Jerry Palms PE Structural Engineer ARCHISTRUCTURES I 1 hereby certify that this plan, speci- fication or report was prepared by me or under my direct supervision and that I am a duly registered professional engineer under the laws of the state of Minnesota. MN Reg #19033 July 10, 2001 OWNER SITE ADDRESS I 1 M1 V ty-V5` 7,1-1 t j7W4 UWVb i f??`tbfff CONTRACTOR /Vfsr PH# 40111-7 19JO DETERMINE WORKING SQUARE FOOTAGE OF EACH: 1, Total exposed wall area 1---sq. ft. X .11 61.15 2. Total roof/eeilii g area sq. ft, X .026 = 19.50 Total exposed wall area above floor =1 a. Total wl all window area IDD.Zs b. Total door area tS c.-r= `Total sliding glass door area O '?\d'??, Total fireplace wall area O e. Total wall framing area (averse 10%) ?` p?G 1 fs Z??? To " 1 net wall area above floor 3 20.3v Vi1 g. Tots rim joist area U Dotal exposed foundation area 6Y = h. Total foundation window area MG/ i. Total net foundation area above grade l DETERMINE "U" VALUE OF EACH WALL SEGMENT: x -u- b. x U. D _ d c. 0 X "U.. d. (J x "u" (? D e.d X ..u.. D?g57/ f. x .,, ?q-? = f , (3 h. 12 X ..u,. L f X-V111 3, Total - -T?, 2 If Item #3 is the same as, or less than Item #1, you have met the intent of SBC 6006(c) 2. Total exposed roof/ceiling area = fb,? 5 Total gross roof/ceiling area = 0, j. Total skylight area k. Total roof/ceiling framing area 1. Total nat insulated rooflceiling area DETERMINE 'U" VALUE FOR EACH ROOF/CEILING SEGMENT j. 0 x -U• 0 D k. ? X -U.. 1. x -U., 4. Total = ?? r= If total of Item #4 is the same as, or less than Item #2, you have met the intent of SBC 6006(c)1. To utilized the total envelope system method, the values established by the sum of Items #3 and #4 shall be no greater than the sum of Items #1 and #2. 1.?/ fd + 2. 4t1 r7 = ?QJr_ DATE I?Yi, '5,44 F?w. P65 ^C6 3w(ctivJ L.. -r wk-- o o PAD _ -+?; All - fz Gym Cob sir {Mm • (7 . (Z`r R-39?. 5 Uuparr ('Ou (w a ?tr ?il?wi • l7 Cam. btac? G 28 mi` ?- - I'i 5 13 opBD ``/2q K Vapor P,vK¢v o Cu - c°(p o boo Mi(Rvliar . 5 ?-3S 6A5 '$ t/Gi nv barYtir ?l?"GPBD _53 cot A-0 40 ??- off) OWNER SITE ADDRESS CONTRACTOR PH# 0171''W-1910 DETERMINE WORKING SQUARE FOOTAGE OF EACH- 1 , Total exposed wall area 2?7?sq. ft. X .11 = 82.E `7 2. Total roofloeiling area Uce sq. ft, X .026 t5 %p Total exposed wall area above floor a. Total wail window area W j'75 b. Total door area 6 C. Total sliding glass door area O d. Total firapiece wall area 4 e. Total wall framing area (average 10%) f. Total net wall area above floor 3Z0.3v g. Total rim joist area Total exposed foundation area = l4GJ-??i h. Total fol ndation window area i. Total net foundation area above grade DETERMINE 'U' VALUE OF EACH WALL SEGMENT: a. 00.E x °u° b. x U. D d C. X nU., j/ - d. X ..U.. a e. X ..u.. 9. I X h. rICJ x i. p IUII X ..u., OAP( = r! ??j 3. Total If Item #3 is th same as, or less than Item #1, you have met the intent of SBC 6006(c) 2. e i. k. 1. Total Total Total Total Total i• k. 1. ad roof/ceiling area roof/ceiling area lgnt area Yceiling framing area insulated roof/ceiling area ?i6r?115G 7%I/r D rh09 r? LINE "U' VALUE FOR EACH ROOF/CEILING SEGMENT d x -u° 0 _ D x °U° ro5l 2r Grv x -u° r 025 = l0 • 14- 4. Total If total of Item #4 is the same as, or less than Item #2, you have met the intent of SBC 6006(c)1. To utilized the total envelope system method, the values established by the sum of Items #3 and #4 shall be no greater than the sum of Items #1 and #2. + 2. f l7, 5 = ?Q 3.+ 4. ??.$ _ 8? of DATE 14Y 14UM?- lal ¦ FC-51XN67 5 III hir JtiIvh d-7 4 ?dpi? I.-Cpq CPY- • V?w kywli r' ° GPQR _ 4.15 Rir? {?A.bn rob Aires qW si'S`' 2s fi? 0 (Z`? R-38 6a#5 3 VitF b?svy1dr _ a Q?V fiGvn .G8 Air -h? . 17 coves. fold (• z8. vi ' Ar 5pota - 8'- W ?- - Imo, 05 ( 3 G?BD `/Z" ` ? •T7 Uq V' AAVYT QY 0 ttr -:,pact ' rain (Do M?(t?Iiar . 5 CPY- ZS IL" kz 38 ?? 4.0 Qro Ar r ?? . 0Z*) ,,rG .93 o SENDER: 9 eCOmplete items and/or 2 for additional services. I also wish to receive the a eCOmplete items 3,4a, and 4b. following services (for an a Printt Yo name and address on the reverse of this form so that we can return use extra fee): card 10 e?? this forth to the from of the mailpiece, or on the back if space does not 1. ? Addressee's Address e Wdte'Ratum Recal R uesled' on the mall piece below the adicle number. ' s ache Ratum Receipt will show to whom the article was delivered and the date 2. ? Restricted Delivery c delivered. Consult postmaster for fee. 0 3. Article Addressed to: 4a. Article Number i E r? _ U`f 4b. Service Type 15 (9 ®-Registered E CerMied a ? Express Mail ? Insured ' ? Return Receipt for Merchandse ? COD 'J 5 51 Z ?J 7. Date o Delive 'f i 5. Receiv y: (Print N /' 6. Addr ssee's Address (Only if requested \rl "'0 ? LJ-/?-f- i P and fee Is paid) g 6. Signal XC PS Form 3811, Dit,"ber 1994 UNITED STATES POSTAL SERVICE FIiSt-Class ?Aail Postage & Feas Paid LISPS Permit No. G-10 111111 • Print your name, address, and ZIP Code in this box • 7. ?) Pic- ?? r'Yl N. 55123 *Citv August 1, 2000 RANDY & JAN 1562 RUSTIC 1 EAGAN MN 55 RE: DECK Dear Mr. & Please be advised that the deck plans you hung on the doorknob to the Protective Inspections area on July 17th are incomplete. You will need to submit the following: • completed building permit application • site plan of your property showing the location of the deck and how far it sets from the property lines • plan showing railing details Our office is open at 7:00 a.m. Monday through Friday so homeowners, such as you, have an opportunity to meet with us. As we have contacted you several times in the past regarding this matter, we are requesting that you comply with these requirements no later than August 10, 2000. Failure to do so will result in, at a minimum, doubling the permit fee to $120.00. If you refuse to pay it, it will be added to your property taxes. Again, if you Sincerely&erryel'enka Building Inspe( aagan It 1L - 1 I BUFFIE LLS DR 23 Buffie: any questions, I can be reached at 651-681-4679. L1 6-0 lid us?? PATRICIA E. AWADA Mayor PAUL BAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A. MASIN Council Memoers THOMAS HEDGES City Administrator TZ/js MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE: (651) 681.4600 FAX: (651) 681-4612 TDD: (651) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity Employer www.cityofeogan.COM MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 PHONE: (651) 681-4300 FAX: (651) 681-4360 TOO: (661) 454-8535 C. ] ? 0 v City OF cegM ?ZGt S H C ?h ) 1_< PATRICIA E. AWADA Mayor PAUL BAKKEN BEA BLOMQUIST PEGGY A. CARLSON July 13, 2000 SANDRA A. MASIN Council Members THOMAS HEDGES City Administrotor REGISTERED M AIL - RETURN RECEIPT REQUESTED RANDY & JANE BUFFIE 1562 RUSTIC HI LLS DR EAGAN MN 551 23 RE: DECK Dear Mr. & Mrs. On December 9, 11999 and March 14, 2000, you were informed via letter that you are required to submit plans and apply for a building permit for the deck constructed on your property in 1999.1 As you apparently are unwilling to comply with this request, we are forwarding a copy of this letter to our City Attorney's Office for action. Sincerely, TKTy Zelenka Building Insp( TZ/js cc: Mike Dougherty, City Attorney Dakota County Assessor's Office, 1590 Highway 55, Hastings, MN 55033 Doug Reid, Chief Building Official Dale Schoeppner, Assistant Building Official MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122.1897 PHONE: (651) 681-4600 FAX: (651) 681-4612 TDD: (651) 4544535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity Employer www.CByofoogan.com MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 PHONE: (651) 6814300 FAX: (651) 681.4360 TOD:(651)454-8535 0•,. 533.50+ 55.00+ 266.75+ 625•U0+ 525.00+ 67.00+ 305.00+ 180.00+ 2e557.25* SINGLE FAMILY DWELLINGS /3 E"/ INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND T B U l ` 0D0 1f0 D t L - F / o e sed For: d y Valuat ion: , e: a / Site Address / 5 a OFFICE USE ONLY Lot Block On Site Sewage Occupancy iZ 3 _ A n P cel/S b (¢ _ MWCC System ? Sit W ll O Zoning T of Const -I ar u e e n ype ? City Water _? (Actual) / ??j1?? Owner ?g- (Allowable) -ST- _ y? s # of Stories Address Length 4)L' n e A SS7? Depth 4-0 City/Zip Cod .w S.F. Total Footprint S.F . /? -? S J' Phone 7 APPROVALS FEES S332 Contractor Assessments Permit Water/Sewer Surcharge Address Police Plan Review 15 Fire SAC, City I op. City/Zip Code Engr SAC, MWCC 52S Planner Water Conn s z-5 Phone Council Water Meter (07. Bldg Off Road Unit 30 S Arch./Engr. APC Treatment Pl ISO- Variance Parks Address Copies TOTAL ,2 5 S 7. City/Zip Code Phone # . w Nelson-Rudie & Associates, Inc. Consulting Engineers 300 FIRST AVENUE NORTH, SUITE 450, MINNEAPOLIS, MN 55401 EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION PROJECT ARCHITECT COMMISSION NO. DATE W21/1-5 / Determine working square footage of each //?? 1. Total exposed wall area .... 4QA 7 sq. ft. X Cf I 2. Total roof/ceiling area .... QfJ sq. ft. x be 024v F Abe Total exposed wall area above floor a. PI7.aMl'slU. I't'I' ?t.1u(?tgi 3E.b b. 12" (v?JG(Ze(? u?'!y'?.? "' I?o1D 'L. c. t q? W pDp D d. 4 U?fI.Af[?D 44 e. row 6w° f. 9- Total exposed foundation area -? h. i. Determine "U" value of each wall segment. a. 3005 X "U" 0,05 e 150, 25 b._ 341, x "u., 44 I a 37462 C • 2.1 X ..u.. 00$0 6 /0/?] a ./"i? • f" d. to x ..u.. o,92. e. t'7 7i x "u" o, 5 a 48623 f. X "U" g. X "U" h. X ..U.. v 1. c X "U.. 3 ......................................Total •1I. If item 13 is the same as, or less than item 11, you have met the intent of the State Energy Code. Total exposed roof/ceiling area ° 6pb J. Total skylight area.. ............................ . k. Total roof/ceiling framing area (average 10%).. ?-+ 1. Total net insulated roof/ceiling area..........- Determine "U" value for each roof/ceiling segment. J. X "U" ° k. X "U" -elL Apt x -u- 0,0107 59,6471T 4 ................................Total W CALL XAMD IOTO AN)GOPg406'0 "VAS If total of 94 is the same as, or less than 02, you have met the intent of the State Energy Code. Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of items N3 and 04 shall not be greater than the sum of items R1 and N2. 1._ 4z*, 07 + 2. See 17 m z.2 Re: 280/10 SURVEY FOR: Mr. Randy Buffie Lunde Land Surveying Inc, 9001 E. Bloomington Frwy. (35W) Surveyor's Certificate Bloomington, MN 55420 (612) 881-2455 v r BM 824,o5 8,42 41 RUSTIC TN. HYD. 113 M_ ?? ° HILLS 823,4 04 _ 10 , F DRIVE Ggr R Ia,a.? NAIL ryp.0 R• 10 { 825.89 r. y ?. y 90.6 I rr ??, 819,{ \?-` _ _ 1628.8 846.7 , CENTER Ar\ ?9? s '. o- 3o•0 11.4 --- \ /.. PROPOSED I GLrrTE House 82Q7 lp 02B.o 5.33 c N q;5 ET? IRON 823.6 a : In NAIL °b - 851.2 u o 828.0 + Q___ c 10,67 IR 0.0 839.E \ 10,0 i 36.0 n ` ?_ 867,2 0 ?L. `8307 ? o LLJ LOT 7 " ?s Z Drainage 8 Utility s Easement '?i 854.7 PROPERTY DESCRIPTION ' \ Lot 7, Block 1, RUSTIC HILLS ADDI- TION, according to the recorded plat 844.8 \ \ thereof, Dakota County, Minnesota. The proposed elevation shown was set by the client. 853.9+h? to I * The proposed elevations and proposed house location are subject to review and change by the City Engineer, Building Dept., developer and owner. Proposed grades and house location which are approved by the City are final. FLOOR ELEVATION Proposed Garage Floor Elevation: 826.0 at apron. 0 855.3 20.oo.-' 655.8 We hereby certify that this is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, from or on said land. Dated this 17th day of June 1987 SUNDE LAND SURVEYING, INC. BY: ';_? N.. Edward H. Sunde, R.L.S. Reg. No. 8612 Polo city of eagen PATRICIA E. AWADA Mayor PAUL BAKKEN • BEA BLOMQUIST March 14, 2000 PEGGY A. CARLSON SANDRA A. MASIN COUnCil Members THOMAS HEDGES City Administrator RANDY & JANE BUFFIE E. J. VAN OVERBEKE 1562 RUSTIC HILLS DR City Clerk EAGAN MN 55123 RE: DECK Dear Mr. & Mrs. Buffie: On December 9, 1999 we sent you a letter asking that you submit plans and apply for a building permit for the recently constructed deck on your property. The City of Eagan affixes a flat permit fee of only $60.50 so homeowners, such as yourself, will apply for a permit and call this department for inspections to insure that the deck meets the requirements of the building code. This is for your safety and the safety of anyone else using the deck. To date, you have not complied with this request. Please come in and apply for a permit by March 30th so further action by the City will not become necessary. If you have any questions, I can be reached at 651-681-4679. Thank you. Sincerely Try Zelenka Combination Inspector TZ/js cc: Doug Reid, Chief Building Official Mike Dougherty, City Attorney MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY EAG PILOT KNOB ROAD EAGAN MINNESOTA 55122-1897 THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINT . EAGAN. MINNESOTA 55122 PHONE: (651) 6814600 PHONE: (651) 6B1-4,300 FAX (651)681-4612 Equal Opportunity Employer FAX: (651) 681-4360 TDD (651) 454.8535 www.cityofeogon.com TDD: (651) 454-8535 L-7, Qo, EOA d city of eagan PATRICIA E. AWADA December 9, 1999 Mayor PAUL BAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A. MASIN RANDY & JANE BUFFIE Council Members 1562 RUSTIC HILLS DR THOMAS HEDGES EAGAN MN 55123 City Administrator E. J. VAN OVERBEKE RE: DECK City Clerk Dear Mr. & Mrs. Buffre: A recent site inspection of your property revealed that a deck was recently constructed on your property. You advised me that you have a building permit for this deck, however, after thoroughly checking our files, I cannot find where a permit was issued for this deck. We are, therefore, asking that you bring in copies of your approved plan and permit. If you do not have a permit, please submit plans for approval and a permit will be issued to you. Your anticipated cooperation is greatly appreciated. If you have any questions, do not hesitate to call me at 651-681-4679. Sincerely, Terry Zelenka t Combination Inspector TZ/js cc: Doug Reid, Chief Building Official MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (651) 681-4600 FAX: (651) 681-4612 TDD: (651) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 PHONE: (651) 681-4300 FAA: (651) 681-4360 TDD: (651) 454-8535 D7o 0-0 Cc? ? 6 r /9' P?4?irsb / Aw w? 7?1 tea o6j ion At G 114t' ? ? 41/r?r?? ?rl?v SIG ?L ICY/GG • 7AGYz/ ham/ g ?f.?vf" ?? ?m o e ?r IM01 too- `moo? * / * A" Ups 6V dlaw Mr 45 . 4 Pro o?uAcrli!;, 4 wel 7?? W 4 44 ?iodrr ,?eGru?ii 7f6 hour ?v? P?r? oar AIM 4AA*?? for / Y a Z/ */W A 41? 79r hV 4V/:r7 "?inM7!5? ??/oaf ? t??h 1 ? ifw p°r ? {mss r? rc?rf"?5 2?7 f%e GU 1r'e 7v? dvG ? "?AM? W? row 9-'77g?7 prt) Yr la" WAW 4vift, /4?7? hoe ?w h" bt/ fe Ate/ i,1 91%4( 7%Z;:F 9 4i(4 ?f f ? ,'ors P GG ?? pr? P,7 4' wy 5o, 7& 4V?57 77? Av44cig- removed ?n !off oars w? w?a ,??rf-c,? ovr v ?? hh?cr ?dorr?- how wG' Atli ?velv?? OXW o ern`' r14rr d ?9,r ^JV d?-vq/v ors ? ' h r? mss. 7l ? aUn?G Gt? pv?rr?r 7?7 appr,7ve, 77H P Ie-M& AV-- fl ? dui ??ix f'ra?/ Gw ?bvv?'rvr? 40e? / 40,F(? Me 47 IZ&el e4 4ftai? A?,- 444-? four #.oel ,Owe- A?;4 jwel one. 7u?; ?U r ZJ?MV Vii /7 asp COMBINED ASSESSMENT ROLL 07-Jm-91 SL543 WL543 WSSVC543 SSTK543 ST543A STS43F ------------------------------ _---------------- ------------ ---------- PER FAVORABLE TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL PROPERTY FEASIBILITY (UNFAVORABLE) PROPERTY PRINCIPAL PRINCIPAL PRINCIPAL PRINCIPAL PRINCIPAL PRINCIPAL TOTAL REPORT VARIANCE IDENTA DIVISION NAME ... =___e__ 10-58800.040-03PRETTYKAM HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-030-03PRETTYKAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 4554.47 931.65 10-58800-020-03PRETTYMAII HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-010-03PRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-040.02PRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-030-02PRETTYMAN HEIGHTS 0.00 0.00 O.OO 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-020-02PRETTYKAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10.58800.010-02PRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-180-OIPRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-170-01PRETTYKAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-160-OIPRETTYKAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-150-OIPRETTYKAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-140-OIPRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10.58800.130.01PRETTYNAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-040-OIPRETTYKAN HEIGHTS 0.00 0.00 0.00 0.00 . 1054.75 568.07 1,622.82 2554.47 931.65 10-32880-D94-00HIGHVIEW ACRES 0.00 0.00 0.00 4878.72 8355.90 0.00 13,234.62 32143.4 18,908.78 10.58800-120.01PRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-030-01PRE7TYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 -?- 10-58800-110-CIPRETTYKAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 _~ - 10-58800-100-OIPRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 -,? 10.511800.090-01PRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65 10-58800-080-01PRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65!: 10.58800-070.CIPRETTYRAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65_ 10.58800-D60.01PRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.651 10.58800-050-01PRETTYMAN HEIGHTS 0.00 0.00 O.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65..- 10.58800-020-DIPRETTYMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 2554.47 931.65=-; V-1-65000-010-OORUSTIC HIL LS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 15-65000-020.OORUSTIC HIL LS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 10.65000-030-OORUSTIC HIL LS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) COMBINED ASSESSMENT ROLL 07-Jun-91 10-650DO-040.00RUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 10-650DO-050-00RUSTIC KILLS 0.00 O.OD 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 10.65000.060.OORUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 10-65000-070.00RUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 10-65000-080-OORUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 10-65000-090.00RUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 10-65000-100-ODRUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 10-65000-110-OORUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 'q-65000-120-OORUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 65000-130-OORUSTIC HILL4 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) 65000-140.00RUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723.83 (336.15) -65000-150-OORUSTIC HILLS 0.00 0.00 0.00 0.00 1059.98 0.00 1,059.98 723,83 (336.15) c-00400-020-56SECTION 4 0.00 0.00 0.00 0.00 1035.86 6415.20 7,451.06 5906.93 (1,544.13) 10-58500-010.OOPOST 0.00 0.00 O.DO 0.00 2402.74 0.00 2,402.74 3034.79 632.05 10-58500-020-DOPDST 0.00 0.00 0.00 0.00 2402.74 0.00 2,402.74 3034.79 632.05 10-58500-030-OOPOST 0.00 0.00 0.00 0.00 2402.74 0.00 2,402.74 3011.43 608.69 10-58500-040-COPOST 0.00 0.00 0.00 0.00 2402.74 0.00 2,402.74 3114.06 711.32 10-58500-050-OOPDST 0.00 0.00 0.00 0.00 2402.74 0.00 2,402.74 4367.55 1,964.81 10-58501-010.OOPOST 2ND 0.00 0.00 0.00 0.00 2402.74 0.00 2,402.74 3067.27 664.53 10-58501-030-OOPOST 2ND 0.00 0.00 0.00 0.00 2402.74 0.00 2,402.74 3067,27 664.53 10-58501-040-OOPOST 2ND 0.00 0.00 0.00 0.00 2402.74 0.00 2,402.74 3067.27 664.53 10-58501-050-OOPOST 2ND 0.00 0.00 0.00 0.00 2402.74 0.00 2,402.74 3067.27 664.53 10-58501-060-OOPOST 2ND 6444.77 1365.10 989.10 0.00 2402.74 12017.81 23,219.52 19545.46 (3,674.06) 10-00400-011-77SECTION 4 11149.65 2168.10 989.10 0.00 28419.56 15746.40 58,472.81 102927.35 44,454.54 10-00400-012-77SECTION 4 2340.05 1365.10 989.10 0.00 3352.41 3304.80 11,351.46 11152.4 (199.06) 10-77250-120-OOTREFFLE ACRES 10599.05 6183.10 2211.00 6461.90 8853.95 14968.80 49,277.80 37867.69 (11,410.11) i 10-77250-110.OOTREFFLE ACRES 7140.46 4165.48 1978.20 3481.63 4770.46 10084.31 31,620.54 23819.97 (7,800.57) , I. 10-77250-070-DOTREFFLE ACRES 5737.25 3346.90 989.10 7374.19 10103.96 8102.59 35,653.99 28042.26 (7,611.73) 10-77250-050-OOTREFFLE ACRES 4129.50 2409.00 1978.20 0.00 3452.85 5832.00 17,801.55 14758.28 (3,043.27) 10-77250.131-OOTREFFLE ACRES 0.00 0.00 0.00 3260.94 4468.06 0.00 7,729.00 6347.69 (1,381.31) f 10.77250-130-00TREFFLE ACRES 10599.05 6183.10 2967.30 3260.94 4468.06 14968.80 42,447.25 31615.98 (10,831.27) - 10-77250-100-OOTREFFLE ACRES 16373.47 9551.69 1978.20 9450.28 12948.57 23123.88 73,426.09 64261.67 (9,164.42) 7." ?"750-061-OO7REFFLE ACRES 4476.38 2611.36 989.10 0.00 3742.89 6321.89 18,141.62 17470.56 (671.06) ." - 'Y0-062-00TREFFLE ACRES 4129.50 2409.00 989.10 0.00 3452.85 5832.00 16,812.45 16116.75 (695.70) 10-77250-063-OOTREFFLE ACRES 4129.50 2409.00 989.10 0.00 2301.90 5832.00 15,661.50 15204.29 (457.21) COMBINED ASSESSMENT ROLL 07-Jun-91 10-00400-030-75SECTION 4 22024.00 12848.00 765.29 4779.26 7979.92 31104.00 79,500.47 32143.4 (47,357.07) 10-00400-020-75SECTION 4 0.00 0.00 0.00 3415.10 5849.13 0.00 9,264.23 32143.4 22,879.17 10-63995-010-01RIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995-020-01RIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2D84.74 (419.05) 10-63995-030-0IRIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995-040.0IRIDGERAVER ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995-050-0IRIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995-060-OIRIDGEHAVER ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995.070-0IRIDGENAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995.080-OIRIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995-090-01RIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995-100-OIRIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-63995.110-OIR IOGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2094.74 (419.05) 10-63995-120-OIRIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2094.74 (419.0$) 10-63995-130-01RIDGENAVER ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10.63995.140.01RIDGEHAVEN ACRES 0.00 97.51 0.00 0.00 1029.09 1377.19 2,503.79 2084.74 (419.05) 10-58800-010-01PRETTTMAN HEIGHTS 0.00 0.00 0.00 0.00 1054.75 568.07 1,622.82 7554.47 931.65 109,272.63 58,380.07 18,801.89 46,362.96 195,314.19 197,704.96 625,836.70 626759.21 922.51 y. r f' I r CITY OF EAGAN .APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION NOTE: PAYMENT OF FEE AT;TIME Q APPLICATION DOES NOT ITL71E APPROVAL OF PERMIT. INSPECTION OF sEwm Am/Op, WALE INSTALI=ONS WILL NOT B&`t?= ULED UNTIL PERMIT BAS BEEN- APPROVED. **x*****xx**xxx#***#x*xxy-***#x* leiease Print _ 1) PROPERTY ADDRESS: ? /s • i ? .Q?i/1 .1?•cl1 LEGAL DESCRIPTION: Lot Block Subdivision or Tax Parcel ID ) IF EXISTING STRUCI( E, DATE OF ORIGINAL BUILDING PERMIT ISSuA_NcEE: PRESENT ZONING/PROpOSED USE. (ron Year) Q1 CO"2?MCIAL/RETAIL/OFFICE Q INiUSIRLAL INSTITUT=CNAL/GOV???T 2) ? ?]. R-1 SINGLE FAMILY R-2 DUPLEX (Two Units) Q R-3 TOWNHOUSE (Three + Units) {) R-4 APARTM?_ /CONDOMINILrM ( Units) ADDRESS: OU CITY, STATE, ZIF: / PHONE: . 3) c c?• .. VIENIZ l ME?'HANICAL ADDRESS: 3600 KENNEB EC DRIVE, EAGAN, MINN. 55172 CITY, STATE, ZIP: PF:CNE: MASTER LICENSE# 001445M2 iVAP?^' : r ADDRESS: CITY, STATE, ZIP: PHONE: Act1Ve"`" ... Exoired , Not"recordec staff 1a=,1 • -n 7D• .ti Yeti CON\ _C_rION Tn CITY SEWER COMDr- TION Tb CITY WATER OTC ~ 6) t n ?.c • r PLEASE HOLD APPROVED PERMIT FOR PICK-UP BY ONE OF ABOVE PLEASE MAIL APPROVED PERMIT TO 1, 2,Q3 4, ABOVE - 7) ti r.,r, u:, h p r- (Circle one) 9a 11f FOR CITY USE ONLY >-IT = TSS cis; G cc J FEES: $ ?o • Sa SEWER PERMIT (INCLUDE SURCH_.RGE) $ $ 4915 d WATER PERMIT (INCLUDE SURCHARGE) $ "'7•G•Z? $ WATER METER/COPPERHORN/OUTSIDE READER $ $ WATER TAP (INCLUDE CORPORATION STOP) $ SEWER TAP $ ACCOUNT DEPOSIT - SEWER $ $ ACCOUNT DEPOSIT - WATER WAC S X2,5 SAC $ $ TRUNK WATER ASSESSMENT S $ TRUNK SEWER ASSESS MENT LATERAL BE EF N IT/TRUNK SEWER S $ LATERAL BENE FIT/TRUNK WATER W ATER TREATMENT PLANT SURCC=.RGE S OTHER : $ $ / D Q TOTAL c.? i X77 6 _ RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF W_.Y? YES IF YES, THEN A "PERMIT FOR WORK WITHIN PUBLIC NO ROADWAY" MUST BE ISSUED BY THE ENGINEERING DI VISION. LIST AS A CONDITION. S;13 ECT TO 1 :E rOLLOSdING CONDITIONS: A.pp? I,Oi-rnr, BY: 1 D.2?. Ti E 3-Z `7 1-25-1995 5:06AM FROM 6122889848 07/11J./Ol 'FRI 14.31 FAX 812 888 1117 July 13, 2001 Morley Frantzick Stock Building Supply P.O Box 21099 915 Yankee Doodle Road Eagan, MN 55121 Re: Bu£fie Residence Eagan, MN M-01-0550 Dear Morley, TRUS JOIST 0 nL t YAxr l6 This letter is being sent to verify the adequacy of the 11718- TJL(&/ProrM 130TS joist at 16" on center and 13/4" x 117/90 Mierollara® LVL in the above referenced project. The enclosed product application verification (?AV) shows the required fiaming_ The PAV can be identified by the ftle=ne M-01-0550 in the upper tight hand comer. Please review the enclosed detail and install accordingly. The 11 718" TJI@ilProTM 130TS joist at 16" on center and 13/4" x 117/8" Microllamt LVL will be adequate for the given conditions if the PAV detail requirements are met This analysis is based on information you provided. Any deviation from this information will require re-evaluation We have not reviewed the project plans to determine if product application, design loads, and dimensions are correct An authority familiar with the structure must confirm the validity of the loads and dimensions shown. The calculations apply only to Trus Joist products in the above project Please look for the proper Trus Joist trademarks when at the project site. Please contact us if you have any questions. Sincerely, James A Anderson, E1T North Central Region Encl. Co. Gary PardWI, Tess Joist P. 3 Z002 Nam C? 6Wk^ • 8630 W 11N 6hwt, Suin M. S"W,1Mk..W. 6643S • R 964.886.1 t 16 - T"0I"N 600.416.1421 • i6M 882690.1111 1-2S-199S St OGAM FROM 6122889848 07/11/01 PRI 14:31 FAI 612 898 1117 TRUS JOIST Date: JULY 12, 2001 To; MOR CReN 17TfCK ® Sj Cg K LUMBER r yI- -0550A - - ® e > am"" . 4530 W. 77th Street, Ste 200. Edina, MN 55435 PAGE - (952) 898-1115/(800)438-1427/Fax: (952) 896-1117 PRODUCT OF 2 PRODUCT APPLICATION VERIFICATION JOB NAME BUFFIE RESIDPNCE LOCATION EAGAN, MN SALESMAN GARY PARS HAUL CH ENGR SERIES 1C1tOL1AM'LVL SPAN VARIES CANT.. VARIES DEPTH 11 7/8" O.C. t8 STRESS IIS _ % CODE, UBC DL 17 PSF LL 40 PSF TL 57 F NON-UNIFORM LOADING DESCRIPTION. MAGNITUDE, LOCATION M A " v - _ _ 1-3/4" X 11-7/8' UICROLLAIP '-6 (3) 2 X 2 X 6 + 4'-6 1/2" BEAM H (1) 1-3/4 X11-7/8" MICROTA ADd LVL - (3)2X6 P. 4 9 003 BEAM C (2) 1-3/4" X 11-7/8' MICROLLAU"M 11'-11 7/8" 2'-3 1/4" 2X6 9'Lou BEAM D ) MIICOVL7/8" 1(ZROUAML G FRAMING I NEW FRAMING- EXISTIN ROOF FRAMING NOTE: Mattu(eetwrgs dctermlaatioa of TJ aybduct(-), Prolll<a. dsyll.a, pnd deaisaa =d m deteib. dimioaa and loadings ahow ebow. My dtviaUi shall void shove detarm'nsuoo aad ahett reQUKe wrew by manufacturer. TAi. inloripatioa eyptica only to %he preieat relereaaed ebevo ahd is net to be .hawed as typical for TJ Products used in ether applienliooa. COMMENTS: ,1,2401 1-25-1995 5:06AM FROM 6122889848 _._ 07413401 FRI 14:32 FAX 612 846 1117 TRUS JOIST Date.,- JULY 12. 2001 To, - MO of 5 ANTZTICK ®STDCl _] SJ)<HER ro'- 4530 M. 77th Street, Ste 200, Edina, MN 55435 (952) 1396-1115/(800)438-1427/Fax: (952) 896-1117 PAGE 2 OF 2 PRODUCT APPLICATION VERIFICATION JOB NAME °""rte-`uCE LOCATIO GANMV SALESMAN GARY PARSNALLARCH ENGR TJt•/P SERIES AO?t30T5 SPAN VARIES CANT. VARIES DEPTH It 7/11' 16' STRESS 115 R CODE UHC DL 17 PSF LL 40 PSF TL 57 PSF NON-UNIFORM LOADING DESCRIPTION. MAGNITUDE, LOCATION -1/4" TU RIMHOARD 4'-0"--? (3)2X (4)2X6 JOIST A (2) 11-7/8" TJIIrPRd 130TS z X 6 1 4'-8" 11'-11 7/8' 2'-3 1/4° I (3) 2 x 6 9,10,. BEAU E 1-34- X 11-7* eROIJAI&LVI, /J-1 `3)UI EXISTING FRAMtNGInl FRAMING.,._ FLOOR FRAMING -1/4' TID48ERSTRAND* RIIIHOARD CLOSURE P. 5 0004 NOTE' ltenuhcturon de4rminarloo el :n TI product(e)a. profdd, deptlW, and lesitRna P%ad en dobib. no'IE: x ena toa rkASS s phor obWe. devtatloos haU +014 eltova dstermlbauon and shell require revier by ntanutncturcr. Thu intorntatton applies only to the Project reter*4ced above and is net to bs Wcved v typloal for TJ products aped in other applieetlQU. COMMENTS: 7,J3/w 1-25-1995 5- 07AM FROM 6122889848 07i13i01 FRI 14:32 FAX 612 896 1117 TRUS JOIST Beam A g?r?..? 1.75" x 11.875" 9.9E Microllam® LVL, TJSWN. V3.55 9Met;=w-SOMM03 MASTSMN 51111 011116001 4311171'" i01 1 PR 0000. 145 'Al, PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope:.25112 P- 6 ® 005 ?? }i6AD6r- /VD1- tvl•?Eb 6A? All dimensions are h0rimntW' Product Diagram is ConcepwaL ?ysis for Header Member Supporting SNOW AP01=11ion. Tributary Load Width; 7 Loads(psf): 40 LNe at 119 /. duration; 17 DOOd; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT - Tapered(plt) %or(1.00) 8&6t.02 37.7 to.9 0 to 15' a' Adds to Tapered Rod Joist Load SUPPORTS: INPUT W T BEARING LENGTH REACTIONSMS-) LIVEMEAMTOT. PLY DEPTH DETAIL OTHER ID H I Microtlam® LVL 1.75' Hanger 10651497/1562 /1265 1 11.tT DOWN Ht V Detalt HI 1 t i ? 2 Micrcllan* LvL 3.SW Hanger 856 / 409 . .See TJ SPECIFIEMS / BUILDER'S GUIDES for d LGE&3; Simpson Strong-Tie Connedw-A FtEVERSE MODEL SLOPE SKEW FLANGES Let Face U14 No No Right Face IUT11 No No :tall(Sx 111 T.F. T.F. OFFSET SLOPE N/A WA WA WA - Nailing: Lek (U14) - Face: 14.104. TOP: N1A. Member. 6-N10 - Nailing: Right (IUT11) - Face: 10-10d. TOP: WA. Member: 2-N I O DESI_SONTROL^' MAXIMUM DESIGN CONTROL 4541 CONTROL passed(28%) LOCATION LL end Span 1 under Snow Roof loading Shah() 1526 1288 5144 10263 Passed(50%) MID Span 1 under Snow Root loading Moment(t-lb) 5144 321 0 745 0 Passed(U558) MID Span 1 under Snow Roof 103dirg Live DefL(IM) . 472 0 . 993 0 Passed(IJ379) MID Spin 1 under Snow Rua IoOd ng Total Defl.(in) . . - Deflection Criteria: STANDARO(LL: L/240, TL:L/I80). - Bradng(LO AN compression edges (top and bottom) must be braced at 8' 4- 9/c unless detailed otherwise. Proper stbd+ment and Positioning of lateral bracing is required to achieve member stablfltY- - Design assumes adequate condrmus lateral support of the compression edge. 7Z e5 Shavn are in n from sofbNare devh:bped 4y , ot d toads and th current TJ mater ats and r a?ePlad d?l9n walues• ff+e apecEc product tai vd6 an (or ons have been provided by .r. Jith the design drawings of the birilding, and nave not been reviewed by TJ Engutearing. FOR TRUS J0157 PROD ? f Go1ie NEROanayzing tLhe7?ResfOerdar IDPn°duct Isted abov°' Design merhodoiogy PROJECT INFORMATION ?FRATOR NFORMATION: Buffie Residence Trus Joist Eagan MN Jere" Ounvner W01-05503 4530 W. T71h St Suite 200. Edina. MN 55495 952 896-1115 952 89&1111 7JSWVq is ra vademmrk d TM J" ceolmp1e0 2000 by TNd JdY.2 wWMlsewrsr BusOaf-ef Slmasrri SronP14 C01D0dM'•1nc MK. tii"O 'dot w?0plgrkd7w>0hat. ; ymil gyM b Ca.ntials0 M s r0D10wred 0lhlde'10dr G:iENGD1EERl51ZING1TDD1rltAw11d56Da.fir 1-25-1995 5-07AM FROM 6122889848 P-7 07r13io1 FRI 14:32 FAX 612 498 1117 TRUS JOIST 1006 seam a ?sNwroereo5swao5 1.75" X 91.875" 1.9E Microllam® LVL "Npe i 7 $19undPRODU eCed:1 ?9G.f0 PM THIS CT MEETS OR EXCEEDS THE SET pESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 ` Overall Dimensloe ° 1r 11 71a^ Ali dimensions are horizontal, Product Diagram In Conceptual. L AD - Attely5le for Header Member Supporting SNOW Application. Tributary Lead Width: V r Loads(psfl 40 Live at 1150/9 duration: 17 DcI4 and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Polnt(Ibs.) Snow(1.15) 1065 497 12' 11718* Adds to Ra3e4e01 11 Friim Beam A SUPPORTS: INPUT BEARING REACTIONS(lbs-) WIDTH LENGTH LNWEAD/TOT. PLY DEPTH DETAIL OTHER 1 Microllam®LVL 3.50" Hanger 1763173412518 1 11.8" r o ng. 2 Column 3.00" 3.605' 32561147314732 1 11,9- Cpafa6'121j - Sae TJ_SP-ECI ER% I GUILDERS GUIDES for drills):-Ha hard is re4ared to satlsly bearing raoweman? - Beadrlg length requirement exceeds m a support(s) 2. Supplemental were HANGERS_ Simpson Strang-7e Connacwa REVERSE T.F. T.F. MODEL SLOPE SKEW GES OFFSET SLOPE FL A N/A Leh Face HUS1.81110 No -Nailing! Left (HUS1.81/10) - Fate: 30-lod, Top: NIA. Member. 10.10d OS IFStAN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION I under Snow Roaloadi Moms I ?i 2602 woo 104541 263 Pass ed((64) MID Span A Snow Roof ALTERNATE span loading Uve De _(Irl) 6600 0 257 0.386 Pas3=3%Z1) MID Span 1 under Snow Root ALTERNATE span loading ofal Dafl.(sn) 0.374 0.578 Passed(L1372) MID Span 1 under Snow Roof ALTERNATE span loading Total - Deflae6en Criteria: STANDARO(LL: LI360. 71_1/240} Additional chedm follow. Right oveftn001_=_?n 0?? Iv,oard lwuoml:must ba brACed at 6 1' do unless detailed olharw?sa prop" attadlmam and cw moms considered in this design include Alternate ADDITIONAL NOTES: (MPORTANTI The analysis presented is output from Software developed by Tees ecifie (T4 ct ap btapad input accordance with current TJ materials and Code accepted design values. The specific Product D h stated dimension have been provided by others not been conformance with the design drawings of the building. and have not been reviewed by J Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress 0as1gn methodology was used for Code NER analyzing the TJ Residential product lusted ab v5 INF Buffle Residence Trus Joist Eagan, MN Jeremy Dummer M-01.0550b 4530 w. T7th St Suite=. Edina, MN 33433 952 8961115 952 896.1117 TJ-gtinaM Ie a "4~ COT" Jekt COer+gM 02000MTNSJOkceWereAneu'Ar aOd?+*s' T Die 11Kfe0eme lea?uo04 vaden•N erTn.s laid, 6bapfon SeOe b CarogOmreek a ilac W BUW ? see0m'? s0a^P 'e Y• GaErl WdEEWSIDNG1M0/raa0i05500,w are In and 1-25-1995 5:08AM FROM 6122889848 P.8 07/13,,01 FR1 14:33 FAX 612 896 1117 TRUS JOIST 0007 Beam C 2 Pcs of 1.75" x 11.875" 1.9E MicrollamO LVL TJ-5?4 5.55 SsRY I of 57111 c1Afd007 5;07:17 aAe uu5r r of 1 0u 0 Coda u7 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LIST Mamber Slope: 0 Roof Slope= 0 Overall Dimensiefl = IV 6 am, ?" ---I nc? rarF 111L..--- ?' ?' 6112"-? All dimensions an borlmntal. Product Diagram is Conceptual. .6 Anatysis for Header MembaSuppotting SNOW Appfwation. TAbtnarY Load 1Mdthl r 6 Loads(psf): 40 Live at 11 S% duration; 17 Dead; and. COMMENT LOCATION ' TYPE CLASS LIVE DEAD Poingibs.) Snow(1.15) 656 409 18 3/8'Adds to APPLICATION Reaction #2 from Beam A SFfoPORTS: INPUT BEARWG RFACTIONS(Ibs.) OTHER FLY DEPTH DET LfvEroEAD/TOT 1 Microltarne LVL WIDTH 3.50' LENGTH Hanger . Hi 1510/549 f 2059 1 11.9' 9" Cersd`Ei S8 hear' mg 11 2 Column 3.00' 7 . 4619/2157/5777 1 See TJ SPECIFIER'S I BUILDER'S GUIDES for det80(sl: H1, Et. I(ANRyE Simpson Strong-Tie COMeLto(s® REVERSE T.F. T.F. MOOEL SLOPE SKEW FLANGES OFFSET SLOPE Left Face THAI Z X3.56 No No WA WA . Nailing: LOA (THAI.2.W=3.56) face: .30.104, : WA. 1FRIClJ rON ROLS: MAXIMUM DESIGN CONTROL CONTROL -LOCATION Shear(lb) 3463 2974 9081 Passed(339k1 Rt. end Span 1 under Snow Rod loading Moment(R-lb) 106W 10603 20525 Passed(52%) Rt. Overhang under Snow Roof loading loading lave Def1.(n) 0.246 0,311 Passed(2L/4S5) Rt. Overhang uunder Snow Roof ALT15RNAT?? nder Snow Roof ALTERNATE pan loading Total DeO.(in) 0.324 0.467 Passed(2U345) ft Overhang - Deflection Criteria:. STANDARD(!L U360, TL11240). ne brweed at 13' ?' aJo unFess debited dttterNl? Proper aftat•Jlmerlt and equate continuoiu lateral suppco of the cortlpressw considered in this design include Alternate member ADDIT19NALAOTES: IMPORTANT( The an*sls presented is Output from software developed by Tru5 accordance with current TJ mater M and code accepted design values. The s. stated dimensions have been provided by Others conformance with the design drawings of the building, and have not been revia - THIS ANALYSIS FOR TRUS JOIST PROOUCTS ONLYI PRODUCT SUPSTFr - Altawable Suess Design methoduiogy was used for Code NER analyzing Inc TJ I - Note: See TJ SPECIFIERS / BUILDER'S GUIDES for multiple * connection. (M Allowable product ?uct vaues Shawn We In input deftn loads arid product tp have stnot been chocked for product listed strove. p OJECT INFQRtNAT= QP FRATQR NEQRfwATIQbL: Burrte Residence True Joist Sagan, MN Jeremy Dummer 77th St Suite 200, 4530 W M-01 0550c . Edina. MN 55435 952896.1115 952 898.1117 T1StcNreTM Y s 4WwnaAn TJAUV d&-A uf7nLr Jots eree?Ctorrb Cagrignea and by TniNS JdK s wy?at'an+w' 6rWw° SAnpsen xiW GAMA4 edOmeo bulir u%del/.dN. gpq?.Ty CemplryIre. a:w+cw?svwGZaof.f:.af ossoass. 1-2G-199S G:08AM FROM 6122889848 07/13/01 FRI 14:33 FAX 612 896 1117 TRUS JOIST Beam D ?10't?.na. 2 Pcs of 1.75" x 11.875" 1.9E pAicrollam@ LVL TJSmrie^ vfii Sew Nambar. s002W00? MASTPIxN 51111 OTlt 11?o1 S:c0:34 PM •e 1 W 1 BVW otc"T' TH15 PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION ANO LOADS LISTED member Slope: 0 Root Slope: 0 Overall Dimension =1r 7 ur gp(?•tiI1J6 f1>7? 2 LF All dimensions are horizontal. - Product Diagram Is Conceptual. LOADS: A "iS for Header Member SupooNng SNOW Application. Tributary Load Width: 2 Loads(psf): 40 Live at 115% duration: 17 Death and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Pointotks.) Snow(1.15) 1763 754 1' Adds to Reaction p) From Beam B Point(lbs.1 Snow(1.15) 1510 549 14'1(r Adds to Reaction #1 From Beam C WPjPORT9: INPUT BEARING REACTIONSMA-) NL O 5 WIDTH LENGTH I.NME/11VTOT. PLY DEPTtAS 1 Column 5.50' 5.51 2320 / 1071 / 3391 1 11.9" Sheer Bloclu 2 Column 5.50" 5.5" 2372 / 1033 / 3405 1 11.T EB - See TJ SPECIFIERS / BUILDER'S GUtO£S for detaigsk H1. Et. oFstGN ONTROL.S: MAXIMUM Shear(lb) 3344 Moment(fWb) 4440 Live Defl.(n) Total DefL(ln) De lecdon Criteria: S RISK averhanB(t,LLS DESIGN CONTROL CONTROL 10% LOCATION n 1 under Snow Roof loading S Rt end 877 goal 20525 Pd ed (22%) _ . _ loading ALTERNATE span oof MID ? di 4440 0.138 0.492 Passed(L1999) n ALTERNATE Span loa Snow R U MID S an I under Snow Roof ALTERNATE span loading MID s 0.20$ 0.739 passed(U854) p U380. TL:L/240). Additional checks fellow. nevi bmwnl must be braced at V 2' 1 positioning or mu rat arawy w .cyw o-. .? - _ - Oestgn assumes adequate corlbn wUS lateral support a camprassbn edge-. - The load conditions considered in tlkc design include Aitemate member loading. P. 9 ®008 Proper atlec]nment and ADDITIONAL-NO2E.S: Joist (TJ). AIIW able Product values shown are in -IMPORTANT! The analysis presented is output front software developed by T accordance with current TJ matenats and code accepted design values. The Specific prwuct application, input design loads and rided others have not been checked for stated d mansions have ?d of can}otmattCe with the design rawmc}S of lino bugd'mg. and have Mt been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ON01 PRODUCT S UBSTIT?O ??I ANALe SI - Allowable Stress Design methodology was used for Code NER anays' 9 . Note-. See TJ SPECIFIERS / BUILDER'S GUIDES for multiple Ply eonneckv% J!ROJECT M Wile Residence Eagan. MN M-01-0550d 0EEB& R f IFOR 1A Trus Joist Jeremy Dummer 45,70 W. 77th St Suite 200. Edina. MN 55435 952 896.1115 952$98.1117 Zp.y,a14 7=ey True JolR.4=FhffiWWS b - TJ-+'t" %0badC- NTAK1WC. Mk1011laA ?aieeglrprOd V. Tns Jow. G1EaGlNeliRtSrLrNy\mo)OIUW 16650d.aL0 1-25-1995 5:09AM FROM 6122889848 07/13/01 FRT 14:33 FAX 612 896 1117 TRV$ J01$T P. 10 Z009 Joist a r"6,,,,,,,, 11.875" TJ1®lPrOT'"-130T5 JOIST 16.0" 01c Rlp$TSaN S1001 9711=01 9.48.14 AM " ONIS PRO UCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION ANd LOADS LISTED Overall Dimension a Ili' 1718" jonT5 A- %sprwIll . z1 Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES- APlriication. Lcads(psf): 40 Live at 100% duration: 12 Dead: 0 Partition: and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Pointfoo Flocr(T.00) 0 100 15 7 718" Adds to Wall Load Polnt(plf) SMW(1.15) 80 34 16 7 7/6' Adds to 2 Root load @ 40117psf AmORTS: INPUT BEARING REACYIONS(Ibs.) WIDTH LENGTH LWEJDEAD/TOT PLY DEPTH DETAIL OTHER 1 MicroliamVLVL 2 2x6 Plate 3.50' 5.50' Manger S.5• 321131325 1 11.9' 7751442 j 1217 1 11.9' OeWB E1 Jl®J8 0 enel See TJ SPECIFIC" I 9U1L0CwS GUIDES for defall(s): Ht, E1. Limits: End supports. 3.5'. Intermedlats su;W1%. 3.5 rAn web stiffeners acct S.25a without web Stiffeners. FIAMCzR& SImPSon Strorg.T)eConnect 5@ REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Face IUT3612 No No WA NIA . Nailing: Left (IUT3512)- Face. 10-N10. ToP: N/A. Member. 2-N10 )ERI Ng_ONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(I12) 625 609 1833 Passed(37%) Rt. Overhang under Snow Roof loading Reaction(lb) 1217 1064 3315 Passed(32%) Be" 2 under Floor loading Moment(ft4b) 2228 2228 4252 Passed(52%) RL end Span 1 under Snow Roof loading Live Oeh.(in) 0.189 0.245 Passed(2U822) RL Overhang under TJ loading criteria Total Defl.(in) 0.259 0.490 Passed(2V436) RL Overhang under Snow Roof ALTERNATE span loading - Allowable moment was increwed for repetitive member usage. - Defleedon Criteria: STANDARD(LL L/480. TL:V240). Ltd wood tieddng. an ?s based on oompos4e ae1i.0111viS63in91t1?rof tt_ wpr,-pl tespan-raled.Gl- Deflection ^.--.-_....._ _-_W_. h.e? m A- 9' we unless detailed otherwise. moer atW osnz and The load Condit ons considered in this design InGude Alternate member biding. AQQITIONA NOTES: - IMPORTANT The analysis presented jr, output from software developed by Trus Joist (4 A lW abta Product values sho m are in accordance with current TJ materlals and code accepted design values. The specific Pro" aPPBcadon, Input design loads and stated dimensions, have been provided by others I,-,_ 1 have not been chedwd for conformance with the design oravvings or the build'utg. and nave not been renewed by TJ Engineerum-L THIS ANALYSIS FOR TRUS JOIST PROOUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress DesW methodology was used for C9dc NER anOrOR9 the TJ R*6dw'W product listed above- Right overhang may requ re bottom chord bracing. PROJECT INFORMATION 8uffie Residence Eagan. MN "7.055W APFRATOR INFORMATION; Trus Joist Jeremy Dummer 4530 W. 77th St Suite 200. Edina. MN 55435 952 896 1115 952 8961117 Ceayrl1140I= ay Tnu Jelsf, a axyedaeasw Gust.ym. ?re*', iJ.ws"' mrd TJ.g? W ^' e'e lradM?aM a! TNS Jain. TJaraea M&*k * are regbwM vadw&M ar Trut Jaut. swown Sang-Tie ewdo rorr® is a agblaed a' *rww at Shnpxan Saong-Tle Cwnmw. us. G?ENG?NEERLSIprrGVAaiab7ewtwSSOlsne 1-25-1995 5:10AM FROM 6122889848 P.11 07/13/01 FRI 14:34 FAX 612 896 1117 TRUS JOIST _ Q010 JoistD s/1y" ?'?k ? ?w+....- 11.875" UM/Prol"A30TS JOIST 016.0" o/c Z TJ•S 4qrZio $1001 Joel Serial 0747![00 9:S7:bMI W-TAfd I of °e ° Thies PROD1i9 MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE A?PLICATLON AND LOADS LISTED Overall Dimension a 17 JotsT5 /Y aAT)•t N& 21 y, 18.8 3J4"-. ?-r 319" Product D+agram Is ConvepWaL uOAMatysls for Joist Member Supporting FLOOR -RES. Application. Loads(ps* 40 Live at tD0% duration: 12 Dead: 0 Pa bon: and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Poingplf) Fbor(1.0(1) 0 100 19' Adds to Walt Load. Paint(A Snow(1.15) 380 162 15 Adds t0 9.5 Rod Load @ 40117psf §UUDB= INPUT BEARING REACTIONS(ibs.) WIDTH LENaM UVEJOEAD/TOT. PLY DEPTH DETAL OTHER 1 vertical 2y, SPF 3.00' Merger 447177 r 524 1 11.9' 2 boo Plate 5.50' S.S' 1162157611738 1 11.9' Detail ?E9'''F Bloeldng Panel See TJ SPECIFIERS / Bl)1W _5 GUiDE51« detail );-Hl Fl. VA „feb StiNenem 1Jmib: End supports. 3.8' Interco tttJppOds 3S v+an web`s6llenem AN • SmvSan Strong-Tie CwmeclerA . REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFAFSET FS1/LOPE Left Face tUT3512 No NO -Nailing: Left (IUT3512) - Face: 10•N10 . TOP: WA, Member: 2-N 10 )ESIGN CONT'ROIS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) t02o 1013 1633 Passed(62%) RtOverhang under Snow RodALTERNATEsoon boding Reaction(lb) 1738 1738 3812 Passed(46%) Bearing 2 under Snow Roof loading M Live enem(-( Dep_in)) 2357 0 138 0.200 PaUcd(U216) pt Overhung under TJ loading ?ierw (ir) 0.151 0.250 passed(2L/399) RCoverhang under SnOwRnO(ALTFRNATEspan boding Total Defi.(in - Allowable moment was lnoees6d for mpeedve member usage- - Deflection Criteria: STANDARD(LL: U460. TUU240). Additional checks follow. - Right overba WLL*• 0.2". TL:211240). a o11_enth_SinglR IdY?II @aPP p nt.? SLUED.&NAILED wood dEC Deflection a a? gatlds+sbased ortoomROSa,_. F , ...f hP hraaed at 47 S' o/c unless detailed Olnerwise. PrOper at4 me yw.,.... ... ._._._.' . The Mid coIri orlditons oprlsldered in INS design include Alternate ADDITIONAL NOTES: True Joist {TJ). Allowable prodltel values shOWrf are in . iMPORTANTI The analysis presented is output from software developed by p ns and input accordance with current TJ maWals and cod acre tad design values. The specific Proddlll?? been design n I ow , stated dinterfsions he" been pno ded by others conformance with the design drawings W the building. and nave not been reviewed by TJ Engmeuing. . THIS ANALYSIS FOR TRUE JOIST pROOUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS A LY IS• • Allowable Stress Design memodoldgy was used for Code NER analyzing the TJ Residential product I ae. • Right overhang may require bottom chord bracing. PROJEST INFORlaAT1pN QP9RATOR INFORMATION: 6uffie Residence Trus Joist Eagan, MN Jeremy bummer M•01-055on 4530 W. 771n St Suite 200, Ed1na, MN 55435 952896.1115 952 686-1117 Pro^. TJ.Pro" and TJ-=ofTaus J?WU?ft o[TM Jeln. Gopyrty,t O 1000 by Trot JaSt a WeylNtaau Arm ?5 ?, Tk CaroaM. ?C. 1119 b a raelowod vadCi+17A SUnOam Scare-TN Cemecrorymta ? rogMe•a Ci'.+2NGNEEANS Wamwo I slice tossol. wo 1-25-1995 5: 10AM FROM 6122889848 P-12 07/13;01 FRI 14:34 FAI 612 896 1117 TRUS JOIST X011 Beam 3 E An- a Pcs of 1.75 x 11,875" 1.9E Mlcrolla171® LVL -xwAT, 3Ts1 a $1711 Nsm 0sew01,1Norther..n.47A0M341 ' S LISTS AS 10Ar e7 d Cady 104 yt&1 THIS PRODUCT ME1=TS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOAD Overall Dimension M IF 2 BEAM AT Bff)T)IN6 2 _16-43M"_ ..-42' 3114" Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR - RES. APP60etbn. rdbutery Load Width: S• Loads(psf): 40 Live at 100% duration: 12 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Polyd(ptt) Floor(1.00) 0 100 17 Adds to Wall Load - Point(pIt) Snow(1.15) 380 162 IV Adds to 9.5' Root Load a 40117psf urubmt(plo Fbor(1.00) 0 100 16' 8 WV to 15 Adds to Wan Load . Unlform(plry Snow(1.15) W 34 le 8 3/4" to 19' Adds to 2' Roof Load Q 4W17psf (1) Pointplis.) 3now(1.15) 2372 1033 /6.8 3/4' Adds to Reaction #2 from Seem D (1) Analysis assumes bads are passed through to Support: Sufficient strength full depth blodang, rim, or Squash bloM are required at dropped supports. the accessories shown. at the diagram above, have NOT been chacked for capacity. Downward acon9 "M loads are included in the reported SUPPORTS reactions. These are the reactions associated the highest coefficient of duration and may not be the most CRI11CAL Case when designing the supporting member below. 51PPO TS: INPUT BEARING REACTIONS(IDs.) WIDTH LENGTH LIVE/OEAD/TOT. PLY DEPTH DETAIL-O 1 Column S.50" 4.25" 2020145012470 1 11.9' ail A3 .1.25` LSI. RIM 2 Column 5.50' 5.5 782214154111976 1 11.9" ?Detall"E1 7:l7Q$IB)otiang-,Panel - See TJ SPECIFIERS / BUILDERS GUIDES for delail(s): A3, E1. SIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shearob) 8556 4549 13622 PasSad(3396) Rt Overhang under Snow Roof ALTERNATE span loading Momant(ft-lb) 12102 12102 30738 PasSed(39%) RL end Span er -now Roof loading Live 000.0n) a.172 0.200 pasaed(tJ175) RL Overhang under n9 total Defl.(in) 0.162 0250 Passed(2L/329) RL Ovefiang under Snow Roof ALTERNATE span oadim - Deflection Criteria: STANDARD(LL: U490, TL-L/240). Additional Checks follow. - Fight overh4K(LL;_0 'R;2U240k - - 4c .,x:? a aw ?r?a T1 c v erwisa attacf+ment arM . The load cwaitioru considered in fiiS aaso ;rtallide Alternate member loci ADDITIONAL NOTES IMpORTANTI The analysis presented is output from Softwar9 developed by TrW Joist (TJ). Allowable product vakte3 shown are in accordance with wrrem TJ materials and code aedepted design values. The specific product applicattl? input ?k loads and been stated dimensions have been pied by others Conformance with the design drawings of the budding, have WSW reviewed W TJ Engtnserhave ing. -THIS ANALYSIS FOR TRUS JOIST PROOUCYS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Code HER analyang the TJ Residential product fisted above. Note: See TJ SPECIFIERS / BUILDER'S GUIDES for rrxApk ply connection. PROJECT INFOR AMON OPF RATO INFORMATION: Buffie Residence Trus Joist Eagan. MN M-01.05S(lk Jeremy Dummer 4530 W. T7th St Suite zoo. ? i Edina MN 55435 ? r N , 952 898-1115 952 SWI117 Cepi,Apc a 2000 by I'me Joist a WeyWhaweecbr.l0eas TJ-pro"•'d rj siov. eN ue4emtfla of TM Jew- Tile and Wardama"Now*" sadamwb dTrue Jaw G:wEa1cINEE ZrMG?2o01SQeWf0550k.Ste Re: 280/10 SURVEY FOR: 85Nll?' Suede Land Surveying inc. 9001 E. Bloomington Frwy. (35W) Bloomington, MN 55420 (612) 881-2455 BM 824.05 RUSTIC TN. W% e2a.4 HILLS DRIVE G?ER ,?o ??.' Surveyor's Certificate ! _?J r ICS X13,41 63.?1i oo.0 R. r, 10 I •? 90.g 1 615.1 ?\ - - C- 1828.8 -? GUL DE SAC, GUTTER ..... 82x7 823.6-' \826. r -NAIL 825.88 3* PROPOSED HOUSE PROPERTY DESCRIPTION 'tys9 . Lot 7, Block 1; RUSTIC HILLS ADDI- TION, according to the recorded plat thereof, Dakota County, Minnesota. yM' 10 11.4 11 I? h 642.1 10 I 1 ? `0° OFFS TYP. 1t4 '635.1 ?,. 887.2 Drainage & Utility Easement r11J \ 844.8 The proposed elevation shown was set by the client. * The proposed elevations and proposed house location are subject to review and change by the City Engineer, Building Dept., developer and owner. Proposed grades and house location which are approved by the City are final. FLOOR ELEVATION Proposed Garage Floor Elevation: 826.0 at apron. EAGAN REV WED BY (Y DATE ZZ ' e)7 Wr?l? ?'i/?II/6?Ct? Mr. Randy Buffie `i 846.7 851.2 Q Ll_. Q LLl 854.7 655.3 855.8 lid Y V Q1 c M L V a m V N . We hereby certify that this is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, from or on said land. Dated this 17th day of June 1987 SUNDErLAND SURVEYING, INC. L Y. • ?- BY: war unde, R.L. . Reg. No. 8612 Re: 280/10 SURVEY FOR Sunde Land Surveying Inc. 9001 E. Bloomington Frwy. (35W) Bloomington, MN 55420 (612) 881-2455 BM 824,05 RUSTIC T•N• Wa HILLS \92'x4 DRIVE G`? I., 14o-. 1 10 I?g.41 G C? /Y Mr. Randy Buffie Surveyor's Certificate NAIL AMMON i 825.88 'jo• 0 l `c4 to r GUL DE PG\?O X94,?S 10._o. R v?` QIR y \\/\ . N HOUSE 82Q7 ` ? ? 028.0 ? 5.33 823,6-' h \92D.0 10.0 PROPERTY DESCRIPTION i s9\. lot 7. Block 1. RUSTIC HILLS ADDI- TION, according to the recorded plat thereof., Dakota County, Minnesota. _` \o D° OFFS 10.87 IR o•0 ?e39? ?_ls.lK l LOT 7 Drainage A Utility Easement 854,7 844. D The proposed elevation shown was set by the client. * The proposed elevations and proposed house location are subject to review and change by the City Engineer, Building Dept., developer and owner. Proposed grades and house location which are approved by the City are final. FLOOR ELEVATION Proposed Garage Floor Elevation: 826.0 at apron. EAGAN REV WED BY DATE 2 2 e)7 ?/ l6 ?610151V45 lA AUfv. 2671 \ \ 85b.9 ?fh ? ? IO ? 0 8553 '?-20 ?-?" 655.8 i-- Ll.i Ll J N N) c M L U °-' U'I L'I We hereby certify that this is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, from or on said land. Dated this 17th day of June 1987 SUNDErLAND SURVEYING, INC. BY: --- -- .? ?'` Edward un Reg. No. 8612 Itti-SiZ ?N fty tt'lgw 5 57 01 642,1 10 I \`i 846.T 851.2 O O T 3/ /?/ i `�t��,��-� O��o3� ��"(�1-- �.�s�-�- l�c�t S D �. � � -�.'- � 5145Industria!'Street,`Suite 103 Maple Plain, MN 55359 Offlce 763 479-8700 Fax 7b3 479 6500 Dec�nb�r 3� 2014 Mr R�n�y Bu�fl9e 1562 Ru�tic Hitls [hive E�gan A�N Vi�ual lns�ec�ion �umma�y On D�mb�r 2� 2014� e vfi�us! ins�pe�ion vw�oa�dud�d � 1�2 Rus�c M�s Dfi�re in E�n. �Qh�lt Rs�of The �ds�ng �lop�! roc�ng has f)wens Com� �ratlon a�phe!#30 ye�r T�Ic o�or�hin�e�th�t w�e ln�ta�led Dec�mb�� 2010. Roo�`�ok� to be in g�d condit�n e�ib�ing �ndard v�r w�th nv m�r def��t�. �� Home �#so has a 6tJ m�. �bb�r memkx�ne �o�nr�lope roof, fu�r adher� roo�va� teper�y�tern. Nlembr�ne roof�i�o �how�ng stand�rd w� ru�vis��de� v�sit�e. Life �p�n�e 1s��e! ye�t�vai�t no imm�diate repa� n+�ed�d. Reg�ds, � L� �'�, .�;..;��:..:. �d�rrt Ft�rn�#a Ex�cut�Vic� Pr��en# CityofEaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #. 0'3703 Permit Fee: rn0 8 Date Received: Staff: 2016 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: Site Address: 1562 Rustic Hills Drive Name: Max StemishPhone: 651-274-3588 Address / City / Zip: 1562 Rustic Hills Drive Name: Metro Heating & Cooling License #: 20090002249 Address: 255 Roselawn Avenue East #41 City: Maplewood State: MN Zip: 55117 Phone: 651-294-7798 Contact: Micah Email: micah@metroheating.com _ New 1 Replacement _ Repair — Rebuild _ Modify Space _ Work in R.O.W. Description of work: Replace existing water heater RESIDENTIAL 1 Water Heater Lawn Irrigation ( RPZ / PVB) Water Softener Septic System New Add Plumbing Fixtures ( Main / Lower Level) Water Tumaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes State Surcharge) $60.00 Lawn Irrigation (includes State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes State Surcharge) *Water Tumaround (add $280.00 if a 3/4" meter is required) $115.00 Septic System New (includes County fee and State Surcharge) TOTAL FEES $ 60.00 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.gopherstateonecail.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. )(Micah Vail Applicant's Printed Name x Applicant's Signature FOR OFFICE USE Required inspections: Und Ground Reviewed By: Date: Rough -In Air Test Test Meter Related Items: Meter Size Radio Read Manometer Staff: Final *' City of Eagan Date: 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: `!G' Date Received: U Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Type of Work Site Address: Unit #: Name: Dawn & Max Shemesh Phone: Address / City / Zip: 1562 Rustic Hills Drive /j — Applicant is: Owner X Contractor Description of work: finishing of a 3/4 bath in the lower level Construction Cost: $15,000'00 Multi -Family Building: (Yes / No X ) Company: Ripley Built, LLC Contact: Jeff Ripley Address: 3830 Saratoga Lane North State: MN Zip: 55441 License #: BC638756 City: Plymouth Phone:763-443-1402 Email: jell@ripleybuilt.com Lead Certificate #: NAT -104887-1 If the project is exempt from lead certification, please explain why: 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: Fire Suppression Contractor: Phone: ,a..,. - NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.ora I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building C days of permit issuance. Jeff Ripley Applicant's Printed Name x Applica Signa re ompleted within 180 Page 1 of 3 j i thi( �l > i-4 NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Single Family _ Garage Multi Deck 01 of _ Plex Lower Level WORK TYPES New Addition Alteration Porch (3 -Season) Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) Pool 2' Interior Improvement Move Building — Fire Repair Replace _ Repair Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% i6 ) Census Code 2, o , # of Units # of Buildings Type of Construction V Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Roof: Ice & Water Final X2 Framing Fireplace: _Rough In Air Test _Final Insulation Sheathing Sheetrock Fire Walls Braced Walls ?C. Reviewed By: I o Ai\ ON% 10y04 Siding Reroof Windows Egress Window / 7/ Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building _ Demolish Building* Demolish Interior Demolish Foundation _ Water Damage *Demolition of entire building - give PCA handout to applicant LMn20iS P ----I MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required �a Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Pool: Footings Air/Gas Tests Final Drain Tile Siding: _Stucco Lath Stone Lath Brick Windows Retaining Wall: Footings Backfill Final Radon Control Fire Suppression: _Rough In Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL /I) liL: 4/UF /ve 34./' , Page 2 of 3 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA139972 Date Issued:11/16/2016 Permit Category:ePermit Site Address: 1562 Rustic Hills Dr Lot:7 Block: 0 Addition: Rustic Hills PID:10-65000-00-070 Use: Description: Sub Type:Residential Work Type:Alteration Description:Basement Fixtures 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Maximillian Shemesh 1562 Rustic Hills Dr Eagan MN 55123 (763) 443-1402 Victoria Plumbing P.O. Box 174 Victoria MN 55386 (952) 443-0034 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA164692 Date Issued:10/06/2020 Permit Category:ePermit Site Address: 1562 Rustic Hills Dr Lot:7 Block: 0 Addition: Rustic Hills PID:10-65000-00-070 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. When a weather barrier is installed or Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Maximillian Shemesh 1562 Rustic Hills Dr Eagan MN 55121 Foley Exteriors Llc 451 Wilson St NE Minneapolis MN 55413 (612) 331-6510 Applicant/Permitee: Signature Issued By: Signature