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1343 Sigfrid St ECity of Baan 3830 Pilot Knob Road Eagan MN 5512 Phone: (651) 67 -5675 Fax: (651) 675-5 94 2009 MECHANI 3 Date: / Ol 1®Site Address: Tenant: JUL 13 RECD Use BLUE or BLACK Ink For; Office Use Permit #: t Permit Fee: Date Received: % /?—f 0 Staff: /YLC. AL PERMIT �APPLICATION JT Suite #: RESIDENT / OWNER j �,C2 (�j —_ Name: MI Ch at 1 X, Phone: (S 363—Wo Reviewed By: / City / Zip: Ea # ani I ' 51 o3 In -floor Heat Name: , -f u rn x.11 f. 4 OM A License #: i -C' CONTRACTOR Address: 669 l`(f�O, m 1 r Ord &1 Q &i �/� „ j City: if (1f' V e. eState: No/ Zip: 660g9 -- Phone: ( 'r ,Y� /1. /� (139-6 �'7O Contact Person: ShA 1�V 0 a doh is OF WORK New k R -placement Additional Alteration Demolition TYPE besoetionratwof fall LJflv)(NL 1'' IM V (a L NOTE: Roof mounted and g ound mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. PERMIT TYPE RESIDENTIAL Furnace COMMERCIAL New Construction Interior Improvement Air Conditioner _ Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Other Under / Above ground Tank ( Install / _ Remove) ** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add -o or alteration to an existing nit (includes $.50 State Surcharge)NN�� $90.50 Fire repair (replac bumed out appliances, ductwork, -tc.) (includes $.50 State Surcharge) $ t -5r W TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $ x 1% $50.50 Minimum (includes State Surcharge) _ $ Permit Fee - If Permit Fee is Tess than $1 000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a ,1 .00 surcharge). _ $ TOTAL FEE CALL BEFORE YOU DI before you intend to dig to r I hereby acknowledge that th Eagan; that I understand this i with the approved plan in th 1�nn Applicant's Printed Nam . Call Gopher State One Call ceive locates of underground uI information is complete and acc not a permit, but only an applicati ase of work which requires a revie it (651) 454-0002 for protection against underground utility damage. CaII 48 hours ilities. www.ao®herstateonecalLorq urate; that the work will be in conformance with the ordinance and codes of the City of on for a permit, and work is not to shout a permit; th ork will be in accordance v and approval of plans. .,-., Applicant's Signature FOR OFFICE USE Required Inspections: __Under Ground — Rough In Reviewed By: Date: Air Test Gas Service Test In -floor Heat Exterior HVAC Screening Inspection _Final 1 Date: City of Eaaaft 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JAAU 0 2 . Use BLUE or BLACK Ink Permit #: Permit Fee: / c•?'•• 6,q Date Received: ' �2 �C Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION fyi Es>jF c(? S.,1&;'d St Fast. %=a9ce,/ Mit/ S5 /Z 3 20 CO —c'C-0. 7 Tenant: Site Address: Suite #: RESIDENT I OWNER Name: /11-d, A e-4 7- F -°>e Phone: 6 Sl .35.E 9:fir Address / City / Zip: So n., . Applicant is: ><Owner Contractor TYPE OF WORK Description of work: beck aoet'rj;;.5 in Construction Cost: 5 2 C177o Multi -Family Building: (Yes / No /-\<*. ) CONTRACTOR Name: Lic- 1 - #: Address: City: State: Zip: Phone: Cont. ct: Email: COMPLETE In the last 12 months, has _Yes _No 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: 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 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 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.aooherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x T_ Applicant's Printed Name x L t:✓t Applica is ignature Page 1 of 2 DO NOT WRITE BELOW THIS LINE q SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building Fireplace_ Porch (3 -Season) _ Storm Damage _ Garage_ Porch (4 -Season) _ Exterior Alteration (Single Family) 4 Deck_ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) Lower LevelPool Miscellaneous WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition_ Move Building _ Reroof _ Demolish Interior Alteration — Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building — give PCA handout to applicant DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Occupancy Code Edition Zoning Stories Square Feet Length Width 4tv?- t)ta MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Footings (Addition) y( Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: _Ice & Water _Final Pool: _Footings Air/Gas Tests __Final Framing Siding: _Stucco Lath _Stone Lath _Brick Fireplace: _Rough In Air Test _Final Windows _ Insulation Retaining Wall: _ Footings _ Backfill _ Final _ Meter Size: Radon Control Erosion Control Reviewed By: , Building Inspector. RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 2 Alre e So • . nn (-E otp 3 7 9 q -z6 DELMAR H. SCHWANZ tSq3 LAND SURVEYOR Registered under Laws of The State of fvlinnesota 100% MAIN STREET P.O. BOX M e ROSEMOUNT, MINNESOTA 55068 • PHONE 612 423-1769 ALF9 SURVEYOR'S CERTIFICATE LOT 9, cK EAGAN REVIEWED DATE: /& — BUILDING INe- DIVISIoN 1 04' • 6. 1/ t--". /111;2) 5' 70 Pia0l4nfrY .1713 AIM/ \\,. ;-4/SP 6 u 7 7417 .t.t; '7' T.. r. fir 7.: • - Arril L. %t ;i/' ..„4T - CITY OF EAGAN Remarks Addition Wilderness Run 5th Addition Lot 9 Rik 3 Parcel 10 84354 090 03 owner?,?,-/ e?,A 1343 E. Sigfrid State Eagan, MN 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 1973 $132.60 $6.63 20 PAID SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA Paid th water c onnection 75 STORM SEW TRK s !? 1981 361.53 24.10 15 .dj z /a ?s? STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. $320.00 790 7-25-75 BUILDING PER. 790 7-25-75 SAC $425.00 790 7-2b-/b PARK CITY of EAGAN BUILDING PERMIT Cwa6i ....... L..'..:^.:?'r,!?`rA....................... 5...' ...................................... Address (present) ....U-d? '-? .............................. Builder ..........-• .................................................................................... Address ...... DESCRIPTION wi* N2 .3729 3795 Pilot Knob Road Eagan, Minnesota 55122 454-8100 ~?7? Dela .. ...:........................................ Stories T o Be Used For Front Depth Height Est. Cos! Permit Fee Remarks T ate/ ?:?-?' o2G a ?- 3 ?i q? ??°.-`'? 3a ' ..ate-?-Y?-cJ V LOCATION // / ? V or This permit does not authorise !fie use of streets, roads, alleys or sidewalks nor does it give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE KEPT ON TH PREMISE WHILE THE WORK IS IN PROGRESS. This is to certify, that.... : .^.. ?. -.' .haspermission to erect a. .r .... dv--e e. ' ` ""`J open ................................ ....... ............ ........._ the above described premise subject to the provisions of all applicable Ordinances for the Ct{ of Ea an. . ?d"?'?Y`r- ....................... Per M"`' .. ....................................................... .. ... . ....... .t? Mayor Building Inspsctb( VILLAGE OF EAGAN ? 7 WATER SERVICE PERMIT { ? 9! Pilot Knob Road PERMIT NO : 1791 f Eagan, MN 55122 . Zoning: RII DATE: 815175 Owner: marpll StrUCt10R No. of Units: Address: Site Address: "43 F. _Sigfird St 9-3-WR5 Plumber. Thom San Plumbing 00- ? --"- 111?yyyy 1111ety",' No. ? C 01 \ SikE Connection Charge: 32t1.On rxl 111 ? Reader N Account Deposit: - JL o.: 1 ograa to comply with the Village of Eagan 10. Permit Fee: Surcharge: Ordinonue. _ Misc. Charges_ z EOO -44 By ?? 00 Total: Date of Insp.: Date Paid: Insp.: VILLAGE OF EAGAN SEWER SERVICE PERMIT 3'95 Pilot Knob Road Eagan, MN 55122 PERMIT NO.: 2552 Zoning: BIT DATE: 8 5/75 Owner: Ma 11 No. of Units: - Address: iT1at=Q°-gn Site Address: 1343 E. S1 frid St. 9-3-htg5 Plumber: ThOmPSOn Pllnttbi q 1 ogres to comply with the village Ordinances. Of Eagan Connection Charge: 425.00 p`_ . Account Deposit: Permit Fee: 10.00 pd By; Surcharge: .50 Pd Date of Inp.: a Misc. Charges: Insp.: Total: Date Paid: 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MIN 55122 Telephone # 651-675-5675 FAX 9 651-675-5694 New Construction Requirements 3 registered site surveys showing sq. ft of lot, sq. 4 of house; and all rooted areas (20% maximum lot coverage allowed) 1 Soils Report if proposed building is to be placed on disturbed soil 2 copies of plan showing beam & window sizes; poured found design, etc, t set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 711193 Rim Joist Detail options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form RemodellReoair Requirements 2 copies of plan showing footings, beams, joists I set of Energy Calculations for heated additions t site survey for additions & decks Addition -indicate if on-she septic system -laa, d(49 Office Useon GerfotS4rveyR¢a?3 p Y" A Soils Report r: ? Y" ",1t i'ieePresPlah3tecd s Y'_N Tree ii RegQ1W- - sr; it Yi ' t D,n-sReSeptip5y5le[p -N T 12:3 0 (av4l,?r:' rev- w y wovke.J_ c, -r4- previ e,,.v , Date tC=V.'/ / 22 Construction Cost "r i S a a c, Site Address 13 It '2 5 L3 T r ,bt! 5P C^ Unit/Ste # .:o. , n? 5sJ23 Description of Work °tdr q ? ? r'S?Y'6 t '.?4 aarr'tr6t>, R/Lac, R Wrvj/a?y? Multi-Family Bldg - Y ?c N Fireplace(s) _ 0 1 - 2 Property Owner F* r° Telephone # (G S t) 353 MC ! Contractor axcwv.c- r C- f..+7t -+ only r .?dll b? cmw f r+aafe? . Address Cit y - State Zip ( ) T Telephone # ,y COMPLETE THIS AREA ONLY IF - Minnesota Rules 7670 Category 1 Energy Code Category , Residential Ventilation Category 1 Worksheet (J submission type) Submitted • Energy Envelope Calculations Submitted A NEW BUILDING _ Minnesota Rules 7672 New Energy Code Worksheet Submitted in the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? - Y - N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone #( Telephone #( Telephone # ( I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applic is ignature DO NOT WRITE BELOW THIS LINE i Sub Types ? 01 Foundation ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex ? 07 05-plex ? 08 06-plex ? 09 07-plex ? 10 08-plex ? 11 10-plex ? 12 12-plex ? 13 16-plex ? 16 Fireplace x 17 Garage ? 18 Deck ? 19 Lower Level ? 20 Pool ? 30 Accessory Bldg ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi X 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 23 Porch (screen/gazebolperola) ? 36 Multi Misc. ? 24 Storm Damage ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof A 46 Windows/Doors ? 34 Replacement 'Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage_Yes ?rJ fX0 Valuation Occupancy -3 MCES System Plan Review !/ 100% or 25% Census Code y/ 3 y Zoning - / _ City Water SAC Units - Stories - Booster Pump - # of Units - Sq. Ft. 3 5 $ PRV - # of Bldgs _ Length Fire Sprinklered Type of Const Width /? - REQUIRED INSPECTIONS _ Footings (new bldg) - Sheetrock Footings (deck) _ Final/C.O. Footings (addition) Final/No C.O. Foundation HVAC Drain Tile Other Roof, -At Ice & Water & Final _ Pool _ Ftgs _ Air/Gas Tests _ Final Framing 1' Siding _ Stucco Lath _ Stone Lath -Brick _ Fireplace _ RI. _ Air Test _ Final Windows Insulation - Retaining Wall Approved By: Building Inspector -- --_ - Base Fee -- - - - - As1 - -- -- - --- - -- -- ---- - ?g o/ ?o??t re j y --c --------- 0 ?pc? Surcharge 31 - 6 qq 4,4 A ? ? n?'NK(J ?!1/?PM17i l= /G_ S Plan Review 1 3 / MC/ES SAC liU?41 dorr/? 12 ItPj,AG,z fi,C y7 City SAC Utility Connection Charge S&W Permit & Surcharge ?/ Treatment Plant c^ ffoiS e- / License Search 14yD ,_Ij r n Copies re e- Other Total zl? DELMAR H. SCHWANZ LAND SURVEYOR Registered Under Laws of The State of Minnesota 100'% MAIN STREET P.O. BOX M e ROSEMOUNT, MINNESOTA 55068 SURVEYOR'S CERTIFICATE a r r LOT 9, <o?.? ? ??'' 37a-q • PHONE 612 423-1769 FAG'Aw REV IEWED DAM. /O - 25- aG BUILDING I?; ! `_ rIONS DIVIC z? 'I ?o I Z u ay'J:'?'?? s \I?I ' rliE µ 9 I \ ? \ s o ° z !S <uT/G/7/ EA'yrJ. .Pa 1 0 11 t3 o'_ -k L-Io 1/^I< M!? ?J r0 pnbdRNr% ?; i??7 G?j?ht? - NFL .Y T tilNy Cam' Y' , r ? ?r MINNESOTA REGISTRATION NO. 8625 , Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate P Project Title: Garage and 4-season porch additions Report Date: 10/18/06 Data filename: C:\DOCUME-l\rntfox\Desktop\RESCHE-1.RCK Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Single Family Glazing Area Percentage: 16% Construction Site: 1343 Sigfdd Street East Eagan, MN 55123 Owner/Agent: Michael Fox 1343 Sigfrid Street East Eagan, MN 55123 651 353-9861 michael.t.fox ®Imco.com Designer/Contractor: ?ompliarrca_PasSESr `--Maximum qA X63-,4 YoortiomellA?'S3 n38%Bet[er7Lan Cnde (UA)." Walls (main): Wood Frame, 16" o.c.: 1341 19.0 0.0 70 All Windows (main): Above-Grade:Vinyl Frame:Triple Pane with 158 0.300 47 Low-E: Ceiling (main): Flat Ceiling or Scissor Truss: 875 38.0 0.0 26 Basement Wall (main): Masonry Block with Empty Cells: 420 0.0 10.0 29 Wall (entry): Wood Frame, 16" o.c.: 156 19.0 0.0 6 All Doors: Solid: 49 0.200 10 Ceiling (entry): Flat Ceiling or Scissor Truss: 42 38.0 0.0 1 Floor (entry): All-Wood Joist/Truss:Over Outside Air: 42 25.0 0.0 2 Wall (addition): Wood Frame, 16" o.c.: 340 19.0 0.0 12 All Windows: Above-Grade:Vinyl Fmme:Tdple Pane with Low-E: 73 0.300 22 Patio Door: Glass: 56 0.300 17 Ceiling (addition): Flat Ceiling or Scissor Truss: 158 38.0 0.0 5 Floor (addition): All-Wood Joist/rmss:Over Outside Air. 156 25.0 0.0 6 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirement in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Chec r Bwlder/Designer Company Name Data All Nd?SC? LV! nO?r+'S a-4- 1OO + J fw G.G Fa?6i /aC?cY ?tFwe Y'vry , U ?Q i?t"6ab'' w.?'frre.:vn s ice. a!??'f`r,su `(•v.+-?i..g :sY4' Qt(.-v " ^.. "?'?d' 'l _ ?.e....... , 711CAC3?smR r F TV' 'r- Garage and 4-season porch additions Page 1 of 1 RESIDENTIAL BUILDING PERMIT APPATION /? CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681.4675 New Construction Requirements RamodelfRegair Requirements • 3 registered site surveys showing sq. ft. of lot. sq. ft. of house: and all roofed areas • 2 copies of plan (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions • 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 if lot platted after 711193 • Run Joist Detail Options selection sheet (bldgs with 3 or less units) \ DATE 5_-Q9-CG VALUATION . S_ to \SITEADDRESS 1??.? Stg E J 3 MULTI-FAMILY BLDG _Y _N ` TYPE OF WORK CO04 -k0 d? 8- JCQbQ&& FIREPLACE(S) _p8[_ 1 _ 2 APPLICANT STREET ADDRESS/ /Q? fit (M rpfL do TELEPHONE CELL PHONE # P TATE111AAIPSS33"? FAX # I?501- PZ - WL2 PROPERTYOWNER I-,OC Fn ??a TELEPHONE#1pS(-594-oNy COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY I _ MINNESOTA RUI.ES 7672 (J submission type) • Residential Ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Contractor: Plumbing system includes: Mechanical Contractor. Mechanical system includes: Sewer/Water Contractor. Water Softener _ Water Heater _ No. of Baths Air Conditioning Heat Recovery System Phone # Phone # Fee: $70.00 ------° I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant OFFICE USE ONLY 3oA 0 Certificates of Survey Received _ Tree Preservation Plan Received _ Not Reyinred \_ Updated 4102 Phone # Lawn Sprinkler No. of R.I. Baths Fee: $90.00 • /053-113, 75 OFFICE USE ONLY • ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldgp ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width 41' REQUIRED INSPECTIONS _ Footings (new bldg) - Final/C.O. _ Footings (deck) - FinaLNo C.O. Footings (addition) _ Plumbing _ Foundation _ HVAC _ Drain Tile Other Roof _ Ice & Water - Final _ Pool _ Ftgs _ Air/Gas Tests - Final _ Framing _ Siding _ Stucco _ Stone _ Fireplace _ R.I. -Air Test -Final _ Windows (new/replacement) _ Insulation _ Retaining Wall Approved By , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total MASTER CARD LOCATION -.S- OWNER STRUCTURE AND Permit No. Issued Issued To Contractor Owner BUILDING PLUMBING ,,,***III m p?_ CESSPOOL - SEPTIC TANK WELL ELECTRICAL HEATING ?p ! P GAS INSTALLING SANITARY SEWER OTHER OTHER Items Approved (Initial) Date Remarks Distance From Well FOOTING SEPTIC FOUNDATION ? CESSPOOL FRAMING Tigg& " FT. FINAL ELECTRICAL HEATING , DEPTH OF WELL GAS INSTALLATION SEPTIC TANK CESSPOOL DRAINFIELD PLUMBIN G WELL SANITARY SEWER Violations Noted on Back COMMENTS: COMPLIANCE INSPECTION REPORTS TO BE USED ONLY IN EVENT OF OBSERVED VIOLATIONS PERMIT NO. CONDITIONS OF CONSTRUCTION AT THIS INSPECTION ? NO EVIDENCE OF NON-COMPLIANCE OBSERVED. 1:1 ACCEPTABLE SUBSTITUTIONS OR DEVIATIONS. DATE OF INSPECTION NON-COMPLIANCE. BUILDER WILL COMPLY WITHOUT DELAY. NON-COMPLIANCE. BUILDER DOES NOT INTEND TO COMPLY. ? COMPLETION OF CERTAIN IMPROVEMENTS WILL BE DELAYED BY CONDITIONS BEYOND CONTROL. ITEMIZED AND DESCRIBED AS FOLLOWS: ? REINSPECTION REQUIRED REINSPECTION DATE OF REINSPECTION CERTIF I CATION -I certify that 1 have carefully inspected the above in which I have no interest present or prospective, and that I have reported herein all significant conditions observed to be at variance with ordinances of the Town of Eagan, approved plans and specifications, and any specific require- ments for off-site improvements relating to the property inspected. ? ALL IMPROVEMENTS ACCEPTABLY COMPLETED euILDING IM&O .. r Vor . . Inc . ' 1-j J DELMAR H. SCHWANZ LANOSURVEYOR ReqistereC Uncle, Laws of The State of Msnnesota 100'x4 MAIN STREET P.O. BOX M • ROSEMOUNT, MINNESOTA 55068 SURVEYOR'S CERTIFICATE 0- N?9 ?rQ d 3 "E loT 3 r - 1P?aE? o off 1 0 I 37a-q • PHONE 612 423-1769 o? U T I1- 7 y , 5;ln. 5'64 LE / " H.7 -k lug q?2,602?D I hircvy cert=fy t ._• iQ a true And correct rerrasentation of !Alt 9, Flock 3, R'?L?.ERYE?S RUN Knli ADD?TT.ON, Dakota Cou.,ty, '=innesota. Also sho+:ine the location of uroposed house And enrage therein. April L, 1975 P MINNESOTA REGISTRATION NO 8625 PERMIT City of Eagan Permit Type:Building Permit Number:EA117180 Date Issued:10/16/2013 Permit Category:ePermit Site Address: 1343 Sigfrid St E Lot:009 Block: 003 Addition: Wilderness Run 5th PID:10-84354-03-090 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Berkshire Home Solutions Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael T Fox 1343 Sigfrid St E Eagan MN 55123 Berkshire Construction 1700 Niagra Lane N, Suite201 Plymouth MN 55446 (612) 232-3434 Applicant/Permitee: Signature Issued By: Signature mot as a 41 gri► /' , ert°1-14/3 viisP / 5 '15(151 Ley GYP.SD. REQUIRED QN ALL COMMON WALLS TO ROOF DECK. IF GYP.BD.CEILING, BEARING WALLS MUST ALSO BE PROTECTED WITH GYP.C1. poL 1- i ov/Z o2 NSt, c?6*L,Y�, lie ,c)/d. S/u Sys retv'ft"'. t rzy.,o✓G 01. oseee.4404/ ;tAA?A- Siem 1po,e� v ;Ji Wo Q7 ! ai w �a�r fLtrv^. a s t"S� FYvt�ure Narrow Wall Bracing Without Hold -Downs for use in o Fully Sheathed House vertical segment of the APA Narrow Wall Bracing Method is permitted to be considered as equal to its measured width multiplied by 1.5. For example, a 16 -inch -wide vertical -wall segment constructed per Figures 1, 2 and 3 can be counted as 24 inches. The amount of bracing required for certain stories, wind speeds and Seismic Design Categories are as given in IRC Table R602.10.1. REFERENCES APA, 2003. Testing a Portal Fiarrme Design For Use as Bracing in Fufy Sheathed Structures, APA Report T2003-48, APA — The Engineered Wood Association, Tacoma, WA. APA, 2004. Testing a Portal Frame Design on Raised Wood Floors For Use as Bracing in Fully Sheathed Structures, APA Report T2004-38, APA — The Engineered Wood Association, Tacoma, WA. ICC, 2004. Supplement to the International Codes, International Code Council, Country Club Hills, IL. FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Extent of header (Two broced wall segments) Extent of header (One braced wall segment) Max. height 10' Side Elevation 2 to 18' (finished width) Fasten sheathing to header with adcommon nails in 3" grid pattern as shown and 3" o.c. in all framing (studs and sills) typ. Top plate continuity is required per R602.3.2 1000 Ib header -to -jack -stud strop on both sides of opening (Install on bockside as shown on Side Elevation, Ref. No: LSTA24) Min. (2) 2x4 typ. If panel splice is needed it shall occur within 24" of mid -height. Blocking is not required. Min. width based on 6:1 height -to -width ratio: For example:16" min. for 8' height Min. 2"x2"x3/16" plate washer Braced wall segment per R602.10.5 No. of jock studs per table R502.5(1 &2) Sheathing filler if needed 1 6d sinker nails in 2 rows @ 3° o.c. 1000 Ib header - to -jock -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Anchor bolt per R403.1.6 Typ. Foundotion per code Not to scale Form No. E425B • © 2005 APA — The Engineered Wood Associatio■ www.apawood.org 1051 LE:CER MUST BE ATTACHED MTM MINIMUM (2) 3/8" X 4" LAG SCREWS LMTH WASHERS EVERY 16" 1' vis,41 4, rt. &AV 444 O c/ij 4 2 f0/465 0 14 Ck,,,,3 12 2t+o4--I-dl S. v 6-71-- r -t-- y 3 p* Dx/o -/ys f n G c) fJ n e4•, ••tet I I 31a) =tet �z _ `ff'p 1;= 5 CP1 N k 0 z U c/) LL Q LL Q O uLI. CO w S13 � 1.1 0 u .. lJ • 1"7 r r� r... 1 1 .411 r (2) 0--; X Vii H WASHERS EVERY 1,6" -75(051 1,44~ i0'& r- 13Rit as rtiV— A Sr;41S 1.*cvS2 / /a 6 /g ADS gl 4 i in. 7745 fr Aia ¢J et rR f2F ` Le - dye i =26F'' f2F = elP Fzr /757, Fe e SEPARATE PERMITS ARE REQUIRED FOR ANY ELECTRICAL OR PLUMBING WORK, es= 2FK f- Z5'SQ BY: APPROVED PLANS R REVEIMo r14,/, DATE: %O PU LDING INSPECTIONS DIVISION _ 3 40.4-;i-1 0,0 Vriek rx-w 6 O S v 4 . C� 2 t c c a X5 (,51 2000 = SSZ. ' tb 5 car to 5iiiG 20 f,sf z. $ 'f fa 714 tAoCro PleVoft r a Fp__. " &, -- e) - . 31sl rely; rd. &d weridetterfitste �uv (.' cn m c2rQ_ air^ 56)Sal N d)4 )4' GYP.BD. REQUIRED .tZ ALL COMMON WALLS TO ROOF DECK. IF GYRBD.CEILING, BEARING WALLS MUST ALSO BE PROTECTED WITH GYP.BD. qq�d A' 'i. •/o. SAtei,; 0.`r1 cote r+• w � � f 442._ $ CSae wood (giVa. w�/) 6� o �' - 5 En 'Pe, 1-4d;i 1'A `+Ta ICS i,J L�,If 113 A114C4 1e a �5hrn loo ^ v/ Woo I,ES VSs/ ��711 .%rc z,�Xr / d?ft P, -apo -4--! a F� Fod-f ' Y tom.=` 1..) r �. ti s n ^0....�ez 'r' e0r^ nfi tr Simpson Strong -Tie 1 SSTB® Anchor Bolts Page 3 of 6 Load Table: Corner Continuous Installation Stemwall End Wall (See footnote 4) Plan view of SSTB Placement in Concrete Comer Intaliation Non -Corner Comer installation (Install with arrow on Installation (Install with arrow on top of the bolt oriented (Bolt may be top of the bolt oriented as shown) installed @ 45° to as shown) 135° as shown) S(a5i 135 j90,'45' 135° , .sL— 4,Mr ECpe u1 Cmerele RYp.'r —141 Available with add Hanel cormslan protection. Check with factory. Model7 No. Sfem- wall Width Diel. Length Mira Embed (e Alta +able Tension Load12 Code Ref. Carrcrete+ rot. -r 2500 psi Irancrete? cmc Bieck >l atlit 11 SSTB14 9 I:,-; 1` :,E2,511 150 1 SSTB16 6 % 17% (SS T B16L = 19 ') 125,11 4420 4780 1850 23, 94, 3E. t SSTB20 6 ! % 21% (SSTB20L = 24%) ' 16% 4600 4780 1850 SSTB24 6 % 25% (SSTB24L = 28'/x) 20s 5175 4780 1850 1 SSTB28 8 % 297/i (SSTB28L = 32%) i 24% 10100 6385 € 4815 it SSTB34 8 7 ,' 34% i 28% 10100 6385 4815 SSTB36 8 1 % 36% 28% 10100 6385 4815 23,'34 See Gallery 2 or T-SSTB05 for installation details httn://www.strongtie.com/Droducts/connectors/sstb.html t -71—, v5-5 Lo -.y a -t it 15(os 1 PONTI N O ADS SHALL L v� _.ER TO BEARING yv S G t 1 tr-r VJa 540 with Table R703.4. V Exception: Alternate braced wall panels constructed in accordance with Section R602.10.6 shall be permitted to replace any of the above methods of braced wall panels. R602.10.4 Length of braced panels. For Methods 2, 3, 4, 6 and 7 above, each braced wall panel shall be at least 48 inches (1219 mm) in length, covering a minimum of three stud spaces where studs are spaced 16 inches (406 mm) on center and covering a minimum of two stud spaces where studs are spaced 24 inches (610 mm) on center. For Method 5 above, each braced wall panel shall be at least 96 inches (2438 mm) in length where applied to one face of a braced wall panel and at least 48 inches (1219 mm) where applied to both faces. with a thickness not 5 -inch (406 mm) stud (9.5 mm) for 24 -inch ictural panels shall be e R602.3(3). •inch (19.8 mm) thick applied vertically on hes (406 mm) on cen- g shall be installed in 1. 1/2 -inch (12.7 mm) ;ed a maximum of I fastened at 7 inches xordance with Table :1s installed in accor- paced a maximum of d installed in accor- talled in accordance Exceptions: 1. Lengths of braced wall panels for continuous wood structural panel sheathing shall be in accordance with Section R602.10.5. 2. Lengths of alternate braced wall panels shall be in accordance with Section R602.10.6. R602.10.5 Continuous structural panel sheathing. When continuous wood structural panel sheathing is provided in accordance with Method 3 of Section R602.10.3, including areas above and below openings, braced wall panel lengths shall be in accordance with Table R602.10.5. Wood struc- tural panel sheathing at comers shall be installed in accor- dance with Figure R602.10.5. The bracing amounts in Table R602.10.3 for Method 3 shall be permitted to be multiplied by a factor of 0.9 for walls with a maximum opening height that does not exceed 85 percent of the wall height or a factor of 0.8 for walls with a maximum opening height that does not exceed 67 percent of the wall height. R602.10.6 Alternate braced wall panels. Alternate braced wall lines constructed in accordance with one of the follow- ing provisions shall be permitted to replace each 4 feet R602.10.4 - R602.10.8 �15Cv51 (1219 mm) of braced wall panel as required by Section R602.10.4: n one-story buildings, each panel shall have a length of not less than 2 feet, 8 inches {813 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3/g -inch -minimum -thickness (9.5 mm) wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table R602.3(1) and blocked at all wood structural pan- el sheathing edges. Two anchor bolts installed in accor- dance with Figure R403.1(1) shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie -down device fastened to the foundation, capable of providing an uplift capacity of at least 1,800 pounds (816.5 kg). The tie -down device shall be installed in accordance with the manufacturer's recommendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous across the entire length of the braced wall line. This foundation shall bereinforced with not less than one No. 4 bar top and bottom. When the continu- ous foundation is required to have a depth greater than 12 inches (305 mm), a minimum 12 -inch -by -12 -inch (305 mm by 305 mm) continuous footing or turned down slab edge is permitted at door openings in the braced wall line. This continuous footing or turned down slab edge shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped 15 inches (381 mm) with the reinforcement required in the continuous foundation located directly under the braced wall line. 2. In the irst story of two-story buildings, each braced wall panel shall be in accordance with Item 1 above, ex- cept that the wood structural panel sheathing shall be provided on both faces, at least three anchor bolts shall be placed at one-fifth points, and tie -down device uplift capacity shall not be less than 3,000 pounds (1360.8 kg). R602.10.7 Panel joints. All vertical joints of panel sheath- ing shall occur over studs. Horizontal joints in braced wall panels shall occur over blocking of a minimum of 11/2 inch (38 mm) thickness. Exception: Blocking is not required behind horizontal joints where permitted by the manufacturer's installation requirements for the specific sheathing material. R602.10.8 Connections. Braced wall panel sole plates shall be fastened to the floor framing and top plates shall be con- nected to the framing above in accordance with Table R602.3(1). Sills shall be fastened to the foundation or slab in accordance with Sections R403.1.6 and R602.11. Where joists are perpendicular to the braced wall lines above, block- ing shall be provided under and in line with the braced wall panels. MINNESOTA RESIDENTIAL AND PLUMBING CODE 127 :s, 'nr• .Ave 27 e • $ .< DELMAR H. SCHWANZ LAND SURvEYOR Registered Under Laws of The State of Minnesota 1001/ MAIN STREET P.O. BOX M • ROSEMOUNT, MINNESOTA 55068 90' SURVEYOR'S CERTIFICATE /2/5-5 37D-9 551 • PHONE 612 423-1769 REVIEWED DATE: t° - BUILDING IN, ;'TIONS DIVISION C+' M i; r TO PAlovit'vr/ ir 1z4 / Cao71,%43 .;4/SP Ea A„rte � ; 1 ' .., 14,0 e gvr 0 UT/L/7'/ E j7). • .':r -rt .. .. T1_`, t: ;?';. •rT c",4)416 / ; . y + .7 f,. /MINNESOTA REGISTRATION NO. 8625 risers shail ' a 1 between 34" & 38" im the nose of the tread, STAIR TREADS AND RISER$ • 7 % MAXIMUM RISER TREAD • 10" MINIMUM TREAD DEPTH "CREATED WOOD MAY_REOUIRE SPECIAL w��,i1' AND SUPPLIER FOR MORE INFORMATION. •STA 'S SHALL E?E PPS THE 1i i;E',D1ATE 1C: rf W1TH 1LLUMINAT ON !N THE TCP LAND G. WALKING SURFACES GREATER THEN 30" ABOVE AREA BELOW REQUIRE GUARDRAILS MINIMUM 36" IN HEIGHT AND DESIGNED SUCH THAT A 4" SPHERE WILL NOT PASS THROUGH DECK" SN/V.1 NOT PF SUPPORTED Py EVt,tlY iihOUT SPECIFIC rNGiNEEHING. �\ 3, zs' T rekel e__ Y: GAN 'ED Not %o Sc ` lDIVISION UILDING' INSPECTIONS_ , \�G DO 1 3' (04-'4)) -Rai ►, 6 7 5 sig" de, cowl mss,' fie. a ppvove.) re fir Fro Fayvi To 0-444 G401€4,44,1 x7pS c�o�' • ~x17 LVLT oAof g3935' .$i; 444 / ' AO H Al oy1e 3 xS /el ev - y g %sot 4( See a iTahJ PoVha-i 1 p ..4 Pfir.vin1 # 7ss/ T`0 c ;v LVG���,. /LH 0'1; et (Gzq dleic *#tae- ,Ly in5pc 'or 5v75.Ga�. ;r LE CER MUST BE ATTACHED W TI{ l'tII"J MMUM (2) 3/8" X 4" LAG SCREWS WITH WASHERS EVERY 16" 393s 5) ,'chis ,c3' Y.vro h(S' GU/41'4.1'4'1.4 004. 14-'44 -M Toros 014 &• r v G 4'r-4— L.e. ki` -Aar., Yh-1pQt^m(14J 4116" ypip Ly 3 p* 4.92t3 •-- (2'-NA:to. '3 i F Loos i3 too S /L 1_ 440," 1 o a.4 RtJINi�.J1I�111�t�1J .�! so' F.4 • a3'•S1=204,11 2 rap aktaF Ccwsd. 3/.00 ' zF,c' fe` — '`i' if'h' pit= qfTi6 FF - 195016 (1,0 4ed hy die SEPARATE PERMITS ARE REQUIRED FOR ANY ELECTRICAL OR PLUMBING WORK. DATE Fv e APPROVED PLAjNB Ib: f REMAIN ON JOB SITE REVIEWED D BUILDING INSPECTIONS DIVISION