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3602 Birchpond Rd- Be 7 ?a33 ?? 7 G 9- ? 3 ?? ? 2006 RESIDENTIAL BUILDING rExA% fPPLicaTIorr 7 0(3d City Of Eagan 4' P ?? z 3? ? p o b 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ? 2?a. ?3- ,??} New Construction ReauiremenFs 1-3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and eli roofed areas (20% maximum lot coverage dtbvoed) 14 copies of plan showing beam 8 window sizes; poured found design, etc. ?1 set of Energy Calculations 9 copies of Tree Preserva6on Plan ff lot piatted after 711193 :?ec `d cl,r y(,-_.,,, Rim Joist DetaH Options selecfion sheet (buildings with 3 or less units) ?? y Minnegasco mechanical ventilation form RgmodeilReaair Reauirements ? 2 copies of plan showing footings, beams, joists 1 set of Energy Calcufafions for heated additions 1 siEe suroey for addiGons & decks Addifion - indicafe If on•slte sepGc sysfem .4ti Office Use Oniv Cert of Survey Recd N Tree Pres Pian. Recd c!Y _ N Tree Pres Required _ Y ld?fl Onssite Septic System _ Y_ N Date i l / '9 /0 ?p Construction Cost Site Address 3( F0 L 'B/t^C,h.Y?v?.?. ? Unit/Ste # % /C, f- ?- Description of Work 5 F-b Multi-Family Bldg _ YK N Fireplace(s) + 0 ? 1 _ 2 Property Owner Lew'?rNa v Telephone # ( ) Contractor Address City '7`c? 5tate y`V1 V'N Zip o?-S'.3`) ? ? Telephone # 6 ?4 3 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW F3UILDING 4' Minnesota Rules 7674 Categorv 1 Minnesota Ru1es 7672 Energy Code Category . Residentiai Ventilation Category 1 Worksheet • New Ener y Code Worksheet (4 submission type) Submitted Submit f? 11 C?/Y (? • Energy Envelope Calculations Submitted ?? In the last 12 months, has the City of Eagan issued a permit for a similar pian based on a master plan? NOV 1 2) D U6 Y N If yes, date and address of master plan: q licensed Piumber (le-4 fi4l??( Mechanical Confractor Z_4i "'-(4', Sewer/Water Contractor Teiephone # Gq9Z.} q1f? q?PF2.. 7elephone # (??'? 44 S_ '? (P 12-- Telephone # V52-) -fS`.? ?t 4 ? 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 Li I 2- - ? ? ? _ 9-4?3 3 i Appli can s Signature DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundafion ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 1? 02 SF Dwelling ? 08 06-plex O 16 Fireplace 0 21 Porch (3-sea.) ? 31 Ext. Alt - Multi O 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Ait - SF O 04 02-plex ? 10 08-plex 11 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex O 19 Lower Level ? 24 Storm Damage O 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvaes 10 31 New 0 35 Int Improvement O 38 Demolish Interior ?, 44 Siding 0 32 Addition O 36 Move Building 0 42 Demolish Foundation ? 45 Fire Repair ? 33 Alterafion ? 37 Demolish Building'` O 43 Reroof ? 46 WindowslDoors ? 34 Repfacement "Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage Yes Valuation ?Li. ? Occupancy L) MCES System Plan Review 3 _ 100% or 25% Census Code Zoning City Water SAC Units Stories uZ Booster Pump # of Units U f Sq. Ft. z 3.? PRV # of Bldgs 6 ( Length 5`'/ Fire Sprinkiered Type of Const Vg Width +I 2,` ` REQUIRED INSPECTIONS ? Footings (new btdg) _ Sheetrock _ Footings (deck) ? FinaUC.O. _ Footings (addition) _ Final/No C.O. Foundation HVAC Drain Tile Other Roof ? Ice & Water O Fina) ' Pool Ftgs Air/Gas Tests Final ? Framing _ Siding _ Stucco Lath ? Stone Lath _Brick ? Fireplace )" R.I. )?_ Air Test )4 Final _ Windows ? Insulation _ Retaining Watl e Approved W?w Building Inspector - -- - - -- ------------ - ------ ------- ---------- Base Fee Surcharge Plan Review MC/ES SAC Clt}/ SAC Utility Connection Charge S&W Permit & Surcharge Treatrnent Plant License Search Copies Other Total 13y G-tl?r???r i??c, ?/P.c??r f). 5,i . l`c7` X 5`/. 0". rs ?.? LOT SURVEY CHECKLIST FOR RESIDENTIAI BUILDING PERM{T APPLICATION PROPERTY LEGAL: -fe,''?'Q- 6IkYI Z"' Add ' DATE OF SURVEY: !0?/?,?t1 ?a LATEST REV1SfON; 1 f IZZ I4 ?, m ? c c? L V 1 O z Q DOCUMENT STANDARDS 'W ? ? • Registered Land Suiveyor signature and company ,B 2 ? ? ? ? • • Buiiding Permit Applicant Legal description . -2 ? ? • Address y?7 'Ea- ? ? • North arrow and scafe 'R ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) "o ? 0 • Directional drainage arrows with slope/gradient % ? ? • Proposed/existing sewer and water services & invert elevation ? 0 ? • Street name 'z ? ? • Driveway (grade & width - in R/W and back of curb, 22' max.) ,8 0 0 • Lot Square Footage / ? 0 • Lot Coverage ELEVA710NS Existin )L' 0 D • Property corners 10 0 0 • Top of curb at the driveway and property line extensions 0 ,P1 ? • Elevations of any existing adjacent homes ,a 0 0 • Adequate footing depth of structures due to adjacent utility trenches p 'z 0 • Waterways (pond, stream, etc.) Proposed ,Ef ? D • Garage floor ? ? • Basement floor ? D • Lowest exposed elevation (walkout/window) )Rr ? 0 • Property corners ,,Rr ? D • Front and rear of home at the foundation POND{NG AREA (if applicabfe) 0 p ? • Easement (ine 0 y3" ? • NWL 0 )6 0 • HWL p J3 ? • Pond # designation . O 4 ? • Emergency Overtlow Elevation D '2 • Pond/Wetland buffer delineation Y ? • Shoreland Zoning Overlay District Y ? • Conservation Easements DIMENSIONS . ,0' ? 0 • Lot lines/Bearings & dimensions ? ? ? • Right-of-way and street width (to back of curb) 0 ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requi(ng permanent footings) ,g o ? • Show all easements of record and any City utilities within those easements ,B 0 0 • Sefbacks of proposed structure and sideyard setback of adjacent existing structures ? o • Retaining wall requirements: Date/J ?O , Reviewed By: G:/FORMS/Building Permit Application Rev. 11-26-04 r ""?J e2/2O(7la 11;el ..? ? 171-37 iNSTAl.L EROSlON ??-- ? ?n ? J 71 / Ln BENCH MARK TOP OF SPIKE ELEV.=850.70 CUT=4.20 TO TOP OF LOWEST FLOOR ? ?niN n ni vn'.? n1 v i \ 8Y , 02-,3 0 M ASHBURY ROA v Notes*-' 1, Buildin dimensions shown are for A Denotes set spike 9 p Denotes set iron monument horizontal & verficd( plocement of structure • Denotes found iron monument oniy. See orchitecturQl plans for buildin g x927.6 Denotes ezisting elevotion (930.0) Denotes proposed eleyation & foundotion dimensions, ---- Denotes rear of buiidmg pad 2. No specific soils investigation has been --- Denotes proposed droinage completed on this loi by James R. HiN, Inc. TC Denotes top of curb The suitability of soils to support the specific house proposed is not the responsiblity of Jomes R. Hill, Inc. or the surveyor, Bench Mark: 853.02 _ TNH-Lot 17, Block 1 3. No specific titie search for existence or non- ezistence of recorded or un-recorded easements Proposed Garage Floor= 854.8 has been conducted by the surve}ror as a part Proposed Garoge Top of Block= 855.2 of this sunrey. Only easements per the recoFded Proposed Nouse Top of Biock= 855.2 Proposed Lowest Floor= 846.5 plot are shown. Proposed Top of Block 4. Proposed grades shown were taken from ot Egress Window= 849•7 the grading &/or development plan prepared by JAMES R. HILL, iNC. Bearings are on assumed datum Scale: 1'=30' LOT 1= 21,156 SQ. FT, PROPOSED HOUSE = 2,916 SQ, FT. SAN. SERVICE INVERT OR 13.78 % OF LOT AREA ELEV.=840.0 DRIVEWAY = 1041 SQ. FT. . ?N ... ? ----.-- ?- ? _ •.? N =?b \ m Z ? N N ? . ? tA?C4 b ? d m ? W ?CL. a N Zz ? Z ? ? 7 ? Q ?" O 1" M Y fV ? ? d V a ? ?, o 0 ? o m (V ? a 0 V J DRAWN BY MAL DATE 10/16/06 BOOK/PAGE NONE CONTROL N0. 21192 CAD FlLE 261368 PROJECT N0. 261368 FlLE N0. ORAWER SHEET 1 OF 1 ROAD 3602 BIRCHPOND ROAD -B OND REVISE-O"', CERTIFICATE OF SURVEY R=278. 91 ~- ---- - ' Fnr- LUNDGREN _ BROS. -?--- - n?t.???? A?QC•._??.,.,,....-- _ _ w ?rT - TC 852.2WTC 852J p REQUIRED >>. ao sERVa -22_ 0 852, 52 -N_ T. 1n M PROPOSED ?} n I (854.5) 1- ??qDRIVEWAY ro ? ` Ma r -_ :g z , 23.30- 851.1 1 FGMhr 851.1 X(854.5 / ro ' ) 850.9 " ? 40,3 a./N?11.35 ry 20.33 1 9 o C-4? i? ?? r? PROPOS?p ' /GARAGE H ? ? NOUSE/ ?.,( / U-) (FULL)ANr so) .? '32.02 ( ,o 854.5 850.9 I o? M p ? cLoo 16.48 N ` C`+6.9 z???, ? 851 ?5 ' ;W r ? ?$54.5) tOw vO 0 r ? ;n °°I ro ? M d. z i LOT 2 i z uo ? o t I tNSTALI m vi cd M ?PIRIMEtER COWOL I N N ?y 'r I ? " PROPERTY DESCRIPTION: Lot 2, Block 2, TERRA GLENN 2ND ADDITION, Dakota County, Minnesota. -BENCH MIARK TOP OF SPIKE ELEV.=850.69 We hereby certify that this is a true and correct survey of the above CUT=4.19 TO TOP OF LOWEST FLOOR described property and that it was performed bq me or under my direct supervision and that I am a duly Licensed Surveyor under the laws of the State o# Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the proper ty , except as shown thereon. Signed this day of 2006. James R. Hill, Inc., L _ l..! I I • 1/ARN IT . vn?ni v i Y. J. Gar n, ' esota L.S. No. 11529 31 ?laxamum slapes OC .r-:-2,:a-4io€ig Wa{l WIfl Ba S?equ€red N Z ? Zp ??-- A?,?? + EW DRAINAGE & UTILITY ' 0 l? ?EASEMENT PER PLAT ? 4WGR4EERING J ? I UTILlTY LINE EASEMENT "7PER DOC. N0. 129032 51 ? -1- .?15 EXISTING 75.01 SIOEWALK S89'40'47"E _ - - -- - - - - ---?-- • ' '. . ,_ l ? BIRCHPOND ROAD - --? R=278.91- -- - -?--_._ _ _ - - ,- „ - . o ? ? ? ,-39.30? ,- 68 4522 &L.P. ?I ?. m M N . I 1 , f ?-23_30_ T- ? io NM I I m ?o ? I o, ri ?'n 1616 .J w r O ? LLJ ? I z ? Lr) I N') M I N i nT ? 1nrN nni-' v n"? ni v I 3566 i _ ' -- 52.3) N_ r.v ? PROPOSED ? , dl DRIVEW ? 3602 BIRCHPOND ROAO CERTIFICATE OF SUR Y _ For. LUNDGREN BROS. ,;- ? i nT ? L_V I I AA AI vn?.ni v i 0 I DENOTES OEXISTING TREE SAVE I ?EXISIING 1REE REMOVABLE ? ?EXISTING TREE CUSTOM PER TREE PRESERVATION PLAN (854.5)[(69 AY } r o?o ?----B "' ?Port? r t (854.5) A ? m 40.3 C) 0 20.33 ?y cv;11.35 N ? t /'/ ? 1 I / ? ; GARAGE °N' I ? PROpOSED/ / ;?3 I ? ? HOUSE? ? (FULL) 2'CAN7. ? 32.02 ? ,°? 854, 5 16.48 N ? 0 6.88 ?? _ - v 16.5 / I {854.5) ? ` - ' ' = - ? W 3565 TP I': IwM {^? I ' J ? Z LOT z ? ° ? ° 00 cd ? N I N ? I I \ 11-- - - - - --- / J :7,--EXISTING SIDEWALK--::?_ , o S89040'47"E o ASHBURY ROAD ? i nT ') Ri nru I? TERRA GLENN 2ND ADDITION Tree Preservation pian Pre House Pro osed Post Nouse Oevelopment Construction Tree Preservation Construction Const. As-Built Post House Const. As-B uilt POINT NO ELEV. T1PE DIA N o ? v Lli > ? z x ? vai ° v ' ? ? . z v?i w z a 3565 852.1 CHERRY 6 X X X 3566 851.0 ASH 6 X X X . ? ?- ? --- - ?- a co N • N h m v ?. ? N ? b y Y ? \ z a W ? ? ? 9 cc z 3 ? o ? N a ZZ p? Z ? -oi T ? ?U A? +?J r0+ . 0 Y fV 0 Q ? a ? °F ? mo fV 0 a 0 J DRAWN BY MAL DATE 10/16/06 REVISIONS Preliminary Tree Certification During a site visit on October 17, 2006 all significant trees designated to be saved on the Tree Preservation Plan prepored by James R. Hill, Inc., were present and in good health, except g00K/PAGE as noted in the table above. NONE The house has been staked. Tree fence wili need to be placed outside the dripline of all signifcont CONIROL N0. trees to be saved. Future grading and construction should not have a negative effect on these trees, 21192 cAO n? ' 261368 B. e, /1 Z2 0? gY Date: pROJECT No. . Gary , i nesota LS. No. 11529 Signature of Owner 2s1ssa FlLE N0. DRA Scale: 1"=30' Page 2 of 2 James R. Hill, Inc. ?EET 1EOF 1 Address: 3602 Birchpond Rd Zip: 55122 Perm t: 76233 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON :??ZZ' !? ? Yes No Comments Final grade - 6" from siding Permanent steps - garage Permanent steps - main entry Permanent driveway Permanent gas Retaining Wall or 3:1 Max Slope Sod/Seeded lawn X TraiUcurb damage Porch Lower level finish Deck ? Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Deparhnent at 651-675-5646 prior to working in right-of-way or installing irrigation system. ? BUILDING INSPECTOR: t-Y ? A City Inspection Dept. Copy City Forester Copy App(icant/Buitder Copy ??Ity of ?ap (BUILDER, PLEASE READ ATTACHMENTS) Development _TERIZ? 6Gf1\JN Dp, Lot Number 2-- Block Number ? Address ? ? ?? ?(fttPo?3?--) RI), Builder C.t.kMbL[ZMN i31ZoS, Phone Number:_ 6f Z ° ? ? ? -03 S Contact:__ _ ?To Ct (?') o`(VlfliQltTree Protection Requirements: ? Tree Protection Fencing Installed On Site Oak Tree Pruning (tmmediately seal wounds during April 1 to July 39) Therapeutic Pruning Required Retaining Wall To Be tnstalted Other: Replacement Trees: ? Not Required as Follows: +:A(3A1SI FOFIES?RY DlY1S?QN REY?EWE Attachments: x Yes No DATE Additional Notes: H:\ghove\2006fi1e\treepres\Tree Preservation Plan Summary-2006 BIRCHPOND ROAD ?- R=278.91 -- - --- - ? -- p=08' 04' 27" N85'46'40"W ? J ? ?? (851 ? 1 0 N LO co .. 5? y I ?o?Ltf l ? 68 45`Z- ? _ o ui PROPOSED DRIVE 1__ -., #L.P T. 5 ?52,3) 1 ? 0 M ? ? v i i (854. 6 Y WAY I I 10 I -_= fl _2 40.3 0 (854.5) 11.35 N 20.33 I 9 ? I ? ? PROPOS? ?T ' GARAGE C? J y ? HOUSE/ LM (FULL) 2'cqNr.' , / I 32.02 I y? I O1 , (854.5) ? I n T •- L_V I ?i m 16.48 a! N 0 s 98 I ? ? I , ?ni?nniT ? o . ? - ?1s.s? V nvnt v I 3:0.,,0 ? ? ?_ (854.5) o _ , - ---.-?? `'- LO 3565'TP" I " I CHERRY 6 P7 852.1 Z i LOT 2 ? ? fe? Y ?iv L0 t I I N 3566 6" A! 851.0 .? ?I 00ori I I ? yDRAINAGE & UTIUTY ?.,? ? r EASEMENT PER PLAT ? 51 ? -?-?- - - - .-J? \ o? o K3 U*) ro ? 1 M N ?= 1?o IN ?M ?- d' Z 0 00 N N L i nT .1 L.V I I ? / A /N A N I'T vn.-." ni v i N DENOTES OEXISi1NG TREE SAWE ?EXISTING TREE REMOVABLE ?EXISTING TREE CUSTOM PER TREE PRESERVAT101J PLAN ? / ;-,-EKISTING N --- _ 75.01 -i? SIDEWALK o S89'40'47nE M ASHBURY ROAD 3602 BIRCHPOND ROAD CERTIFICATE OF SURVEY For: LUNDGREN BROS. 10T 9. RI OCK 2. TERRA GLENN 2ND ADDITION Tree Preservation plan Pre House Pro osed Post House Development Construction Tree Preservation Construction Const. As-Built Post House Const. As-B uilt POINT N0. ELEV. TYPE DIA ? p v > a z w ? ? O v > ? z w ? 3565 852.1 CHERRY 6 X X X 3566 851.0 ASH e x x x Preliminary Tree Certification During a site visit on October 17, 2006 ali significant trees designated to be saved on the Tree Preservotion Plan prepared by Jomes R. Hiil, fnc., were present and in good health, except as noted in the table above. The house has been stoked. Tree fence will need to be placed outside the dripline of all significant trees to be saved. Future grading and construction shouid not have a negative effect on these trees. By. e; . 1? ?4 By Date: GaWdn, o ta L.S. No. 11529 Signature of Owner Scale: 1"=30' Page 2 of 2 James R. Hill, Inc. . ? C? N - ? O ? N z ? ? ???b & cm, ??gst ?a N o N a =z ? Z? = ?+ a o ?U 0 ? 0 Y fV a O a ? °F m P. o (+l 0 Q ? 0 DRAWN BY MAL DATE ,oi,6i06 REVISIONS ' BOOK/PAGE ? NONE CONTROL 1140.1 21192 CAD FlLE 261368 PROJEcr No. 261368 FlLE N0. DRAWER SHEET 1 OF 1 Permit # Permit Date Project Title: EI Cornell - D- Craftsman Report Date: 10/16/06 Data filename: G:\CAD\EI\TRADIT-1\ComeII\XD-CRA-1\CORNEL-1\CORNEL-1.RCK Enerqy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Single Family Glazing Area Percentage: 15% Construction Site: Owner/Agent: Designer/Contractor: 3602 Birchpond Road Lennar Family of Builders Eagan, MN 55122 545 Indian Mound East Wayzata, MN 55391 952-249-4500 max t?A.??'?I' IPP0? {tlA} Ceiling 1: Flat Ceiling or Scissor Truss: 2142 44.0 0.0 58 Wall (rim): Wood Frame, 24" o.c.: 192 0.0 6.5 25 Wall (egress): Wood Frame, 16" o.c.: 56 19.0 0.0 1 Window 1: Above-Grade:Wood Frame:Double Pane with Low-E: 43 0.330 14 Wall (rim): Wood Frame, 24" o.c.: 200 0.0 6.5 26 Wall (main): Wood Frame, 16" o.c.: 1743 19.0 0.0 81 Window 2: Above-Grade:Wood Frame:Double Pane with Low-E: 325 0.330 907 Door 1: Solid: 41 0.067 3 Wall (upper): Wood Frame, 16" o.c.: 1616 19.0 0.0 83 Window 3: Above-Grade:Wood Frame:Double Pane with Low-E: 205 0.330 68 Basement Wall (egress): Solid Concrete or Masonry: 36 0.0 5.0 4 Basement Wall (full): Solid Concrete or Masonry: 1191 0.0 5.0 95 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 139 33.0 0.0 4 Floor 2: All-Wood Joist/Truss:Over Outside Air: 54 33.0 0.0 2 Furnace 1: Forced Hot Air: 90 AFUE 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 requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. _<i;? G.E'/S?/Y•??' /0 ?6 06 Builder/Designer Project Notes: Full Lower Level 9' Poured Foundation Company Name Da EI Cornell - D- Craftsman Page 1 of 1 Permit # Permit Date Project Titfe: EI Cornell - D- Craftsman Report Date: 10/16/06 Data filename: G:\CAD\EI\TRADIT-1\Comeil\XD-CRA-1\CORNEL-1\CORNEL-1.RCK Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Single Family Glazing Area Percentage: 15% Construction Site: Owner/Agent: DesignerJContractor: 3602 Birchpond Road Lennar Family of Builders Eagan, MN 55122 545 Indian Mound East Wayzata, MN 55391 952-249-4500 01 . . ar• . . •e: Ceiling 1: Flat Ceiling or Scissor Truss: 2142 44.0 0.0 58 WaN (rim): Wood Frame, 24" o.c.: 192 0.0 6.5 25 Wall (egress): Wood Frame, 16" o.c.: 56 19.0 0.0 1 Window 1: Above-Grade:Wood Frame:Double Pane with Low-E: 43 0.330 14 Wall (rim): Wood Frame, 24" o.c.: 200 0.0 6.5 26 Wall (main): Wood Frame, 16" o.c.: 1743 19.0 0.0 81 Window 2: Above-Grade:Wood Frame:Double Pane with Low-E: 325 0.330 107 Door 1: Solid: 41 0.067 3 Wall (upper): Wood Frame, 16" o.c.: 1616 19.0 0.0 83 Window 3: Above-Grade:Wood Frame:Double Pane with Low-E: 205 0.330 68 Basement Wall (egress): Solid Concrete or Masonry: 36 0.0 5.0 4 Basement Wall (full): Solid Concrete or Masonry: 1191 0.0 5.0 95 Floor 1: All-Wood JoisUTruss:Over Unconditioned Space: 139 33.0 0.0 4 Floor 2: All-Wood JoisUTruss:Over Outside Air: 54 33.0 0.0 2 Furnace 1: Forced Hot Air: 90 AFUE 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 requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Da Project Notes: FuII Lower Level 9' Poured Foundation EI Cornell - D- Craftsman Page 1 of 1 DE(.'-04-2005 10:34 LBL. SFiLES 4 :JEalG?v 952=!76;0312 F'.19-1 W???? Engineering IncoTparated 10200 Nnr?art A,+e. Srottrh Btaorrulg*n?., nT1?t 5s43? pRox-E 912-898-6516 fdtJ4' 951°BAc•15B? Ef? I?? ? ? F3?:?.? 12 ?:?`?Ai En ?-?` ?• f ? ?„ A? ?"`? ` p••-. .` ..w:,...i.. Novezttber 16,2006 Tc?? T?z7r?c ? ?" Lundgrm' Bxos. Consxructicn ? (!1 !, /`, ( s 45 1ndiu. .%to=d Past ?; jZC Wayzata,MN 55391 Rec Come1P "D" Ful! Bsmt./ Braced Wia1s Aaalysis 7erra Glenn, Deudo???nt, Eagagp, MN VItEI Job Na_ 0442-N9.20 D2aa' T4m, Per your :eqoast, we laave pcr??mtxl a tsraeed wait an.a?ysL:s"f.o; t?'.? abOve-gefffesir•Ca P3an fl Corn.4I.1 `<f ,', lcacatect an Esgat,, M`d_ We hased our wa1y°sis cn dxa?'s.rgs pxovided by you cm Nav. 16, 240Ei. DeSign lvad4ng v,as bd-sed upon a 90 mph t???? ?oad, usiag ExpvsvA cB. I'ie plans inc4cate th-at the hrusc was origisa-aIly plannacl to b-c shtAthc-d entii•ely wiih fiberboaxd (Built-ritt)shcatbin& with the c=eptian o£the froat vml1s of ti?? ga??e wh,ch axc constnxc1 usis:g APA NarnrwWail Bracin,g Muthods (see paragaph Wow). T"he Code usec3 4o pexf'crr, anaIysis ww the IRC-2000 and tht IBC 20DO. ?.ear 'VILA71 Q U Ol?ixis? Flo?r: 1'k?c results of au.r rev-tewv ixudicaze *t the {"zbcrbom-d sheatWrng r'aects tbc br.actlx wall rcqui of the IIt±G 2000 oa the Sxde vi113 of the hous4. Hcwever, t'he rar wal1 of t?'+e hOuse wi11 nc pztisvidr ?Aequatx lm'xT-J resistance urtless sG is stic.attt.ei qn t?e extedor with !x'°, ar t]hicke+', includinz areas abm mid bclow uindvwldoop vpeni:ngs, flSB skwwthing must be nailcd dii the frarzaitgzvith 10d common nr b?? nV?s ,, 4"' calc di ?aazzel ccig:5 az?d 12", a/c in ihe ?i??d panel. Continut,us blocking between sttrds rrnist be providcd at para?? ?dges to allow for tMl Provide 6x6 postat each end ofNkait k`laar walts: A]so, USP STAD14 boldo3vns anust bc providecf at mch end nf the reat wall bem°e= 6x6 po.8s and Founda6? WcO, (see ai;aclie4 SK-i f-,r tic-dswn ldcatiar?). Sbe astactied cut-s?eets fro:n U5P nprding this hcld?Nvn. Dlvlslo? the our 'Otl y to »`?hc nastitg sketch r?rnt WSil OO u?e: tJuc Ual4?sis of the fxott walt sa£the ho?xse inciicates t'mt thest wat;s ws.11 be adequate whrn s3rathed ,with fibeibcyard sheathing crn the esusior and gypsucn boa.,rd shcathing or: tllz interior esf th wall. 1: SP 'S "FAD8R1 Holdawm.s are rcquir(4 or, r.ach md vf the fxont ovaI iSK-2 fcrr holdo -rt 1ticatrors.) DEC-•04-•13JE3S 10:34 ?BC SALES & ''aESIUrd '9524;60312 F'.02 ?+toa. 16, 20t?6 r_on, rl1 ](3/Bracz1 Wa1ta 042•049.,20 si±?M1?ils? ?a.?., f-H'i,S?u-M Qux ar.-A1ysi5 of the sidc Walls af tite housc irdiGates t1li4 the-qewwm;31s. Wr'lCAF slimLhed 'w1th lli she2,thing, v°Yii mett t'tic ksl°aced m-411 r°equirc-rimt5 ::f t9te 1PLC 2000. Pro+ti?:?? tozlrtinuou9 urct?? blockir,g under tbcse bmcwd vta.11s,'9roetu,mr,. kloor joisu. No ho1d.+awn dcoacw" O,iv reqxiired at !?.^5? v??tls !???Fr -_'V4r?'.: i AFA Portat Frame Bruing ?vlet1?o4s are rNuircti adjacerft tra the botb gar; doc,r OpeM71gs.sFrosnr qpxaW? vvalls ShauId be sheatbcd wkth IA" ?S'B snd comru&ed i:t arccrrdanee ruith APA reqa,a?rmams fo?- Portal. F'rzmc OZacing (s?? attad6red skcscc? SY.,y3)_ Pc°cnaide LTS ST-AD14JLT Huldisvu devacm amksos'ed to cotryerete fA???atioYIwtx-Gl-r" at ea4A? C'Y1d UI ? rfw"tG? wa ?Se ;rmchedsk+etch SK-4 for hoxdowm to=sonl. See attached manafaMcer's ??ec:ommcndaiicns. Pravide 1--?4 rebar in tc?p af foutu??tfon wall ?s :?sdra?,?? axt i?m3??f,?tv.a•?;''s °+itcra?r;a?rc an?i ??i?? ?.?? klaidbwn strn p tindcr rAw a5 indicated in manvFacturer's 1ir.eraturc:. I Jf yc'ru have ?'?tz#,1wr qucstiost5, pleme feel f€ev tes cotztam Mr,? 5incertiy., PaV[cxi A, CcrlC,P.E. MN Reg.,No, 161?5 WeTurL'l ,'?lTieeT7. "'Yg I,rzcarpo; iZet.? WE1a9:=--::P 10i0!J ARra,1744 AM S, » 8A,rr04lnrt MIA. P.A'ii! P1?,'"tNC 95ZAt;1.6576 - rFlY 7U•n4B-2S39 . ? ?••s• ? rTi -- _----- i de,.iO' - ??.. pli y'•*" `'-i° V-/6° 2`-1 i;4' 4`46` 4`-16` W-0S ! ? sw ??urr?wy ? C.. OXV6 x ?bdrj= T C.tti? I ? ? 1 ? .zt,vokvur?t' +?n ?c+t e?? ir ?.tB reaa ? .?ocoa+aul+??7++++e ? 4 ? 6 ?? 3'-IS Ift° r !Y6.i ?"?" ? 3. 64I?. t Y60T.QK? ?? ?? 1G ?M?M Tf+DlWJ (.?? ? ! N • . ? +7 4 NlM1R€SIii MOA?"is 1wm T4 ? ? 6 ? a y II4S4, Fi6T Q • t0 am &a? l?FI'tY ay . ?nrr? al1 ? ??? " R? ?'?. '-- !_. e' ,C ? ?• . - Ln ?D, Cn w of &,7,RLi( fri (fi rz '"°T? , ? ? ,, ? 11• '? ? • j E 3? r-a• ?-+? ?' ? am R n+ur+& ?• ? I ?„? y?• I ?e• t?y?w, F/Ymi? ? e ?y ? f7C. 4'?. • ? ' Y 1 _ ?`?' i s:4? ?,._? F?K ilg ? ._... ?_ ?- F?$ -- -_ - ?? -. --- - - -- -- - ` ? I l??{ ? e ? ? qa i Ya s t ?,v?, r ?`-- ? ? l $ ? ?a ? <_.? er?° -?---._ u?•? sr?s ? ??-? ?fl.• •.7 s. p?'• ? ? ;t? ? ms+ eelv,r :f a ?"° M? CAA,c?di.`1 i,? I{? ? ?? ? ?? ? = ra• K.?e1€eace ewrsr?ss ?? ? - --. _.._. - - ??.` °_a: -•?_•'?" _ _ ??b i ?. ? 3E i ? _ .._ ? < ?t t3.c ;x ?-s.y (,-, ---- ? 4.1t A4 x'-!° o ?` * ? ?4 i R: d? ?l.6 #1B. AAi1d?i7Jl1 IU ,}rT I 1 ? ti ? g? ?U.l' L h ? ;? ? ( ?- ? Q, * 1l.t" ? ? ? fn aA`•+A?'l!4" -4 If?" ? i'4 -ry 1]p m' t - ? ^ML Go1Mwp ? f '. .. . . ?e . .. .{......-. ?6 VAA" lwx tJl ? i !? z `? : et 3 ? ? at - ,? 1246 1? ? ILIPS L"WA" ?.?_r_ ?''?'a?r?ia.*??'?^ ?. .•?' itt ? 4? ,_? 7,ie?' L A? W-!' af/P - k = ? ??31a M4"41 ?i ? ? ??? ? ?u ? a W-a jrA4 ?FWAMfDO?AN @CRW , . . N _ . .... ..:? .. ,.? .. ._ . ... ........ _ ..,...,? ..?:;. , .,.. ...?.. ? ? .. ? ?.. . r. ... . .. dif t? t ` -- - - - -- ?.?. = ' _"_ - ' .• ? ? ? ? ? ? f V!J Yl .? ? J T49 ?17C164 DI[ ?l?ltcsc r,a ) ( g ? ? ? ? 41.4' ?`_,{? ` 34'?,?" ?c?? ?,'.?• t?"-?s ?'„ {" "J?-IiD" ? f,.) r N 11`-?• ?` ?` _ ? ? -?__?_?_ ??•,1G" ? ?? r?i" P? ? sIDe4ltd?.liE *?g?.?n t s t2lxW ? ' t ?2u. i a4'CTtC i ?V4 x. 71_ 118' SCT" g L .._ ? ?''•? F ? ??? ? _... __., ? ? ? ?. ? ? ? ' a YS 8 Ft'. STUL WOULAVC7 GAMAW L7GO1a ? t: 2%6 UAAI-L t?1+4 G?DUi."t f229 3a'?. Ki?lRa Nd+4. ? ? _&tO3M flm" ? :y s ?? t3?lEili6 < ? f!4'?$? ° ?; ,. ;: ? ? elJ <as ? } ?At?! 33 ! ?t# a? !! °?.isfA fCY?; . . ..?._.?..____.._. I 4s4 '€i<' { ?.. _. ,_. - ._e ... Pt. 'AL St+A6it? -_....__.. .._? r-.?. i ? 8 i ? I ? W,,gr uSt-f?AR.1 T1E-? '"? t ? ? *,,v, ? ? -40M 101_ iou ? S wla os :E0,,,7" 521-C'' ffF4-x4 tir,.'!7 LLV SiAGf4 1#LOr?+W t? ? ? ? i-? . „ ? . ! ? ? m ? r t? r.? c+? ? f7l lf1 ? t.y m co i.0 N t? ? -- ?? ? C.i ea u r, ----? c:n SU?P ¦ DA ¦ - - AD . AD - , , V CONNECTORS .omaco.w,+. /a The coined dimples below the embedment line allow for increased concrete bonding. These holdowns retain high uplift capacity even when installed at corners of foundation stemwalis. Ideal for use with built up 2x end posts. LSTAD - 14 gauge one-piece design allows labo'r effective installation without holdowns. STAD - 12 gauge design features higher uplift capacity than USP's HPAHD. RJ after the model indicates LSTAD or STAD for rim joist applications as in STAD813J. Rim joist models provide for a 17"" clear span without the loss of strap nailing. Materials: LSTAD - 14 gauge; STAD - 12 gauge Finish: G90 galvanizing Codes: SBCCI, BOCA- NER 608, FL821 (nstallation: • Use all specified fasteners. See Product Notes, page 16. The bottom (2) nails are for form board attachment only and do not contribute to fastener schedule requirements. • Embed holdown in concrete to the embedment line (bend line). • See illustrations for requirements on rebar, edge distances, and clear spans. • Bending the strap horizontally 90° to facilitate wall placement may cause concrete behind the embedded strap to break away at the top edge (spalling). If the spall is 1" or less from the top edge of the concrete, no foad reduction is necessary. If the spall is between 1'" and 4"" the aliowabie load is 0.90 of the published chart load. •When instaliing on lumber less than 31/2`wide, wood splitting may occur. To reduce splitting, use 10d x 11/2` na+ls or fill every other hole with 16d common nails. Reduce allowable loads per code requirements accordingly. • These straps do not secure concrete sections together at cold joints; take other measures to transfer the load. If there is a cold joint between sfab and foundation, the minimum embedment must be made into the foundation. Fastening opportunities may be reduced because the slab pour level may be higher than some nail holes. Using fewer fasteners will reduce allowable loads. Reduce allowable load by the code capacity for each fastener not installed. • To achieve full table loads the minimum center-to-center spacing is twice the embedment depth (IE) when resisting tension loads at the same time. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. • There may be an increase in the amount of deflection if the strap is installed on the outside of the sheathing, versus directly to the framing members. • Strap may be bent one complete cycle to aid installation. ? ?W? ,... ? L i? I + LSTADB w ?. ?-- L C5 ? IE h_A/ ??_D STAD __IW? L ? ?? . C5 q? ;a. IE X? STAD RJ . _. „ Dimensi . 133 /0 Allowz 8 1 60°/ ble U lift Loads P. . . . .. , ( ? ;- DF-LISP Edge Distance - Concrete USP" ` Steel Fastener ` Min 7 2000 psi 2500 psi 3000 psi Stock No.` Ref. No. Gauge , Schedule'?> IE p CS' StemwalL 112- 1-1@" IE 112" 1•1f2" IE 712" 2225 2225 3220 2225 2225 3220 2225 2225 3220 LSTADB LSTHDB 14 (24) 16d Sinker 3 21-5/8 8 5 4-5/8 8 3 5118 8 5 1 18-118 8 2225 2225 3220 2225 2225 3220 2225 2225 3220 LSTADBRJ LSTHDSRJ 14 (24) 16d Sinker 3 6 k ? 777 3 24 518 8?= 5 ?-5/8 --?? : ?•,. 3270 3270 3270 3270 3270 3270 3270 3270 3270 STADB STHDS 12 {24)1 e , d Sm ;$ " 6 3270 3270 3270 3270 3270 3270 3270 3270 3270 STADSRJ '. - - STHDBRJ -? . . .. . 12 (24j 16d Sinker , . ., . 3 . 35 118 8: 5 18118 ... . . .. . ... . , .: g 3625 3625 3625 STAD10 STHD10 12 (28)16d Sinker 3 21 518 1 10 1 5 1-516 8 3270 3270 4305 3270 3270 4305 3270 3270 4305 6 3625 3625 3270 3270 3625 STADIORJ STHDIORJ 12 (28) t6d Sinker 3 36 10 5 16•118 $ 3270 3270 4305 3270 3270 4305 4305 " ' 4960 4960 4960 4960 4960 4960 4960 4960 4960 STAD14 • . STHD14 12 (38)16d Sinker 3 32118 . ? 5 4-518 -? - `g 5850 5850 5850 ? 4960 4960 0 4960 STAD14R,? STHDI4RJ - 12 (38)16d Sinker 3 39 5!8 14r 5 „ _12-118 ` 8 . 4960 4960 5850 4960 4960 5850 1 4960 496 5850 1) Specified nails are 16d sinker nails. tOd common nails may be substituted with no loatl retluction. 2) Wood thickness shall be no less fhan 2. 3) Uplift loads have been increased 33-113% or 60% for wind or seismic loads; no further increase shall be permitted. 4) RJ afler the model indicates STADs for rim joist appfications as in STADBRJ. 5) interpolate allowable loads for edge distances between those listed. Nail quantities may be reduced for less than IE comer distance design loads- use the code allowable loads for fasteners in shear. 6) STAD74RJ with 17" clear span, use (30) 16d sinker naiis for a maximum (IE) load of 5040 Ibs. 7) Where fewer fasteners are used in the structural wood member, reduce loads according to the code. COIlt111 U@CI Ofl Il@Xt p8ge 8) For lwo pour with 4" slab or less, install STAD14 and use STAD101oads. 1-800-328-5934 • www.USPconnectors.com ? 0 m C C O U m ? u ? in a N M m N m .T a 0 U 0 Inetail( rebai 5hear bedment length, Min. rebar length / Nailed portion "' Min. r length 12" Min. rebarlength ;ance m corner SusP v CONNECTORS' .w.wwismcow..w/a InStall (1) #4 rebar in shearcone 30" Min. rebar length e di5tance Min. from corner Typical STAD10 Typical STAD10 Typical STADI4RJ edge installation corner installation corner rim joist installation ¦ D ¦ • Foundation Straps offer an economical, one-piece method of achieving a continuous load path from a 2 x 8, 2 x 10, 2 x 12, or 2 x 14 rim joist through concrete block to foundation. All models require a 6"" embedment into concrete footings. Materials: 12 gauge Finish: G90 galvanizing Options: TA51 & TA71 are available in Triple Zinc. To order, add TZto stock number, as in TA51-TZ. . Codes: SBCCI, BOCA- NER 505, FL816, DSA PA-076 6" Min. 1 Bolts must be ordered separately. See page 26 for available sizes. Instatlation: • Use all specified fasteners. See Product Notes, page 16. • Allowable loads are based on either nail fastening or bolt fastening; nail ?nd bolt values cannot be combined. • install by inserting product into footing's wet concrete. All models require a 6'" embedment into concrete foundations. Courses of concrete block must be laid over connector. Notch mudsill at connector locations. Wrap strap over rim joist and fasten. • Do not rely on these straps to secure concrete sections together between cold joints; take other measures to transfer the load. If there is a cold joint between block and foundation, the minimum embedment must be made into the foundation. • Based on product embedment the exposed number of fastener holes may be reduced. Using fewer fasteners wiil reduce allowable loads. Reduce allowable loads by the code prescribed allowable load per fastener, for each fastener not installed. • Allowable loads are based on a minimum concrete compressive strength of 2,000 psi at 28 days. BOLT Uplift Values & Schedules for Rim Joist Sizes Below TA41 -- 3&1/4 17-518 TA51 PA51 Z 1/16 48•1/4 2 1Y2 585 705 1 1 142 TA61 -- 58-1/4 22-1I8 ( ) (3)1 2 850 1020 (4)1/2 1085 1300 (6)1 2 5 1710 TA71 PA68 68-1/4 NAIL Uplift Values & Schedules for Rim Joist Sizes Below TA41 -- 38-1/4 17-518 TA51 PA51 2 1/1s 48-114 10d 1 112 8 1325 1590 10 10d 1 1 1 9 4 1 d 1 20 112 1 10d 1 222 0 TA61 -- 58-1/4 22-1Ig ) x - ( ( ) x - /2 575 18 0 (1 ) 0 x -1/2 2205 22 ( 6) x - 0 222 TA71 PA68 68-1/4 1) Bolt values are for 1-112" thick rim joist loaded perpendicular to grain. 2) 10d x 1-112 nails are 9 gauge (0.148" diameter) by 1-112" Iong. 3) Uplift loads have been increased 33-1/3% or 60% for wind and seismic loads; no further increase shall be permitted. 1-800-328-5934 • www.USPconnectors.com t, o- o? 2 1/4„ L1 ?na o? rv t. L TA USP1079-061 installation MAR-22-2007 10:44 SBL ALBERTVILLE P.02/02 ? I\ 11 JOIST DA` ,AGE ? V? w,7n?M1 uv?Ca UIYIOiLIV T 849? 46TDW 771? 8T Em . . C pUSPN 9l„VD. ? 9UfTE tA9 F?? ? 5? S1JITE 2tl0 GQLUM8U9, Ok 43?28 R E P f? T ?saa?+tie-,azr eaXcvsx aoe: iin ?an?a.4?sy Vrr Fkx w?r? y . : PR0JECT INFoRMATIa N: FIELO INFOilMATIQN RR01II111D BY: l7ATE: 3-22.-07. NAME: Tem? MQyles ,.,.,.. JOB NAME: Cheskls Reai dence COMPATIYlLOC.: Scherer Brath?r?,:? Lurnber JQB ADDRESS: 3602 Biftho nd Rd, PHO1VE; 762?00- -.----- - - aaa arr, S7`A7E: FA(: EMAIIs thoyles chererbros .com JOIST SERIES:__ TJ* 230 JOIST DEPTH: 1 7" APPLICATIONc FLOOR JDIST SPACiIVG: 79.2" LiVE LOAD (PSF); 40 . - ---_--?,.,,, ^ t3F pA14tAGEp JOISTS: l DEAD LOAD (PSF): 10 IPOICATE ALL J018T 9PANB ANq gFi0RIN0 TYPMOLOCkTIONS oN nwnmk¢ HeLaW. LpCs?TE ,WppIAeENG14NALL FS,ANC3E AMDIOR11gE8 GRMN3E. FCR POiNT LOADB aR APPmqWk WAP,I pTMpZ TF1qM TypIM Jp197 LOADS INOICATED ABOVE. &40W LOADS QN ORAWING OR 1 NCLUQE TJ•gEAMS i]F't'tJ4PEF:'1'0S1l5T CuCllLCf"II INbfCA7E JOISr ACCE881811fiY (0lMENSIONS TL1 PIPF&ANfftES1IXJCIE) ON J418T BECTION EXISTING CQNDfTION MOTCH IN TOP FI,.ANGE ? , - ? 17' 9 112„ SECTtON A ' iLEVEL R?SPCyIVSE 6ELOW NO REPAIR REQUIRED ?..._... ..?. + ! - 301ST RETAINS SUFFICIENT GP?PAClTY YO SUPPORT L.QADS SHOWN CQMPLETED @1': DaA LYSltdy, iLgVEL OREAT LAIGES DN. PHQNE: 8pp.49B,14Z7 rHib ANAtY31B 19 BA8E0 UPON TtiE INFQFqNATIQH paavioEn r011.1. nNY OE1na710nf R?tOM THt81NFORAMTlO# W?LL pfbDJECT: AO7-ONea28 `, ECN CK.L ?'bA?V FUuiR6 ?.FEVAlUATIOwI 'THI? PRS?JEG'? PLArys HAVE N'OT BE3-=N'REVII '1'[S dETEqM1Nr= IF RRODULT APPLiGa'n4N, £ 4{Q1i LRAMB. MD1p p1F.ENSIDMB ARE GPRRECT, AN AUTIiOR11-Y III WITH THE SYRUL?SJFtE MlJBT OONFiRAI TF'IE OAFE: ' 3•YT?07 ??,?,/''? 7? ? AiIDfTY DF TIiE LOALIS A?IVD DIMENSIONS SMC3YVi{. TOTAL P.02 INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL BUILDING PERMITS PROPERTY LEGAL: R a('? PROPERTY ADDRESS:??? ??? ? i? Pb ??_? INSPECTOR: INSPECTION DATE: cN, o a ? Z Z SITE GRADING ?0? All slopes 3:1 or flatter? ?0? Slopes steeper than 3:1 require retaining wall. Are retaining walls present? a 0 0 Does grading conform to As-Built Grading Plan (+/- 1 foot approximately)? 4 0 ? Does perimeter grading tie in well with adjacent properties/undisturbed land? 0 0 iN Is there proper grading and/or drainage around Lookout or Egress Windows? EROSION CONTROL ??? Is Silt Fence (or approved equal) installed and in good working order? Is Sod/Fiber Blanket installed behind curb? la 0 0 Is the Rock Construction Entrance/Driveway installed and in good working order (proper type/size of aggregate, clean-not covered with soil, etc.)? ??? Is temporary vegetative cover w/ mulch present? ?' ?? Is permanent vegetative cover w/ or w/o mulch present? (circle one) CITY EASEMENTS AND UTILITIES 11 gi ? Are all easements clear-no part of any building/deck/porch/retaining wall/etc. encroaching in easement? ?? 81 Are catch basins present within the property or in the street in front of the property, if so are they clean, do they have the proper erosion control in and/or around them? ?0 ia Does the property have an Emergency Over Flow (EOF)? This can be found on the Certificate of Survey. If so, is it present and has it been graded properly? MISCELLANEOUS ITEMS 11 41 ? Is there tracking present on Public Right-of-Way/Street from construction site? a 0 ? is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line) 0 40 ? !s the site clean, no trash and/or constructian debris lying around? Was the proper type of building constructed according to the approved grading plans? (LO, WO, FB, R, etc.) .00 . +• ? 5E1o addrass: 7-- 0 IY-C- Lot. 2- BIock ?- ..._.....,_..?.._._.__?_____..??__._.......___.._ _._.?... ?..__ E?, ? Si?bd. ?-rY?_ ?-6 4 t?r ?".? On AprPl 15, 2000 the Minriesota Energy Code, Ca#egory 1 Buf9dinq 9equ;rements (or ir,??j?jtorj protectiorl, air t'?htraesss and venti9ation, +?ras ar?s,?pted, As a result, the Csty of Fagara 6s requirir?g t??at the #oiio?rar?g ?nfarmatiun be submittet1 prior to 9ssuan€;e of a Cer???icate of Oceuparicy. ?..._ This str+ic#ure: Is construr,ted to nieet rnWmurn requ3rements c, the Mn Energy Cods, C hapter 7674 OR This strilcture: wiii be construcled to rr;eet rnore restdct?va requireinerts ot Chapter,, 'r'6i'2 or 7?j74 f I-AP-PL-IA-NC-E _ U9rater Fiester CY TUCY1i?'°? GAS ELEC.. ? MlANlfFACTtJRER M0DEL ? 81'U'S V'ENT6hfG T1fFE ? x.t? EXHAUS'i" SYS'P'l:M i.._._._..._._. Lt?CATiCoN - TYPE MOCi4;d.. oCFM", ?YEs ?n KitCher --- kWc -, I e t I _...?.? ?'?;? ??? J4 1 Ba4Y`yr o?r,t _.._... ? ' iadhrocrn 2- __w___ ., _. .._._..?.. ei ? ' % ! ??Clny 3 githr&orn4 j? v%A- ?tlldt -...w._.. _ 0 ?:?le?e? LOC?.?'dt?N GAS_ ,.?--°.... ?il??}t??9 F???.?IUFACTtl rd FtCR 1 ? ,._..._.._.....W.?. ._.?. .,..r,,._,,.?.....,...?_. MC9DEL ? BTU'S ??r??#T a.Ta???s . C ??f.?!7i??3ft? ?,?'?I?'r? -_•?'...? __.___.___ _.___ ' 'rhls forrn is tYlc.. responsiblflty o' t,?le r,eneral Canti acttr. Ihpreby ?cknowiedige tb.at the abava finforn7atien is curaee'k and agree to compPp Aig'ra the Minn?qsota EnerfjY ti`,ade snd `;it•y D# Eaqan r???l rer??r??s, 952 65"i 5555 Line 1 E_ANGER MFCNA '? ? 11 1 730 a rn 11 -:;s-?0OF3 112 Date: 1119/2006 Revisdon Da'te: 1119J2006 Site 6nfarmation Address 1; 3602 Birchpond Road AddreSS ?_; City: Eagan County: Ato?lication informatian Business Narne: Elander Mechar,'sca! inc. Contact Person: Todd New Construction P!"OJP.G# #: Lot: BEock: Subdivisiorl: MN Contractor License #: OffiCe Ph; 952-445-4692 Fax: 952-445-7487 Ca!( Ph- Address 1: 591 Gi#ation Drive Gdty: Shakopae State: Minnesota Zip Code: 55379 Holi98 D?.'talls 5quare Feet: 5761 sq. ft. .Aug, Ceilina Ht: 9 ft. Number of Bedrooms: 4 Vert#ilwtion : Bafaraced Tatal Ventiiation rapacity : 227 cfm. Minimorro Cantinuous Ventilatk?.?n ;75cfm, irtterrnitterrt Ventilation: 152-_ cfm. Cornbust[can dlptaiiance V1iater Heater 1; Power Vent Ii?put BTUs: 40,000 Irtdependent9y Vented Water Heater 2, Power 11ent !nput 6TUs: 40,000 Independentiy Verted FLirnacelBailer: Direct Verrt??eaMed Cornbustion Input BTlJs: 110,000 lrdependently Vented Qther Combust+an ARpliances Cas Fired Direct Vent Fireplace(W): Yes Gas Fired Naturai Draft Fireplace(s): No Gas Fired PowerVent Firepaace(s): No Solid Fuei Appliiance(s)° No Exhaust Eaui»msnt Continuous Exhaust Ventilation Capacity (rfrn): NA -,pathes Dryer (em): 135 Exhaust Far? Fiating (cim): 640 Make-Up Air Na Make-Up Air Required by Code Gombustion Air Hound REgid Required. 5inches ur insulated Flex: b inches JApplicanfi Name (print)J:_D "`vj_ Code Offic4al (print): Sigr7aturel[7ato: ?:. Signafi?rrel??tt?:?._._.__ ;? 2004 CenterPoira Energy Miruiepsco. '?? 1Zec;t?anicaC Ce?de C.?uid?li??e?. Page 1 INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL BUILDING PERMITS PROPERTY LEGAL: PROPERTY ADDRESS: INSPECTOR: INSPECTION DATE ? o a ?- z z ?, ? ? ? ? ? ??, ? ? ?, ? ? ?, ? ? SITE GRADING Ali siopes 3:1 or flatter? Slopes steeper than 3:1 require retaining wa?I. Are retaining walls present? Does grading conform to As-Built Grading Plan (+/- 1 foot approximately)? Does perimeter grading tie in well with adjacent properties/undisturbed fand? ls there proper grading and/or drainage around Lookout or Egress Windows? EROSION CONTROL ,? ?? Is Silt Fence (or approved equa!) installed and in good working order? 0? Is Sod/Fiber Blanket installed behind curb? ??? Is the Rock Construction Entrance/Driveway installed and in good working order (proper type/size of aggregate, clean-not covered with soii, etc.)? ??? Is temporary vegetative cover w/ mulch present? ??? Is permanent vegetative cover w/o mulch present? cle one) CITY EASEMENTS AND UTILITIES 9?„, ?? Are a!l easements clear-no part of any building/deck/porch/retaining wall/etc. encroaching in easement? ??? Are catch basins present within the property or in the street in front of the property, if so are they clean, do they have the proper erosion control in and/or around them? ??? Does the property have an Emergency Over Flow (EOF)? This can be found on the Certificate of Survey. If so, is it present and has it been graded properly? MISCELLANEOUS ITEMS ??? is there tracking present on Public Right-of-Way/Street from construction site? ''? ?? Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line) ??? !s the site clean, no trash and/or construction debris lying around? ?? ? Was the proper type of building constructed according to the approved grading plans? (LO, WO, FB, R, etc.) PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA130239 Date Issued:04/13/2015 Permit Category:ePermit Site Address: 3602 Birchpond Rd Lot:2 Block: 2 Addition: Terra Glenn 2nd PID:10-75401-02-020 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Applicant: Eric Bruckmueller 3992 Pennsylvania Avenue Eagan, MN 55123 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 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 - Thomas L Osteraas 3602 Birchpond Rd Eagan MN 55122 (651) 298-0601 Bruckmueller Plumbing Inc 3992 Pennsylvania Ave Eagan MN 55123 (651) 686-6696 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink 41106 For Office User, TS'CIEaall Permit#: ( �2 ty of ��- Permit Fee. (�+ 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651)675-5675 Fax: (651)675-5694 Staff: 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: Name: )`1 ��� _..__.aM .�..,�..... .,�..�..., . _.�.. Phone Resident/ a id:owner Address/City/Zip: r(2 P ���- 6 �Q'� ( Z Applicant is: Owner Contractor Description of work: �w e — o Type of Work Construction Cost: 1 t Z ( 2 Multi-Family Building: (Yes /No ) Company: 41/)4 LPL' G ovi 4 Viz Contact: y contractor Address: )O C MS „lG S 1-ee 302 City: / ( - vies Ll State: X-Zip: (-Crt i"4 11 Phone: (2-2 1'61Email: 0 �2 K 1-Q (-141.0A-- 6c,frq(0 1-( hv License#: C-G( '( 2 y Lead Certificate#: 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: Phone: z 4j Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: i NOTE-Pl n and suppartIng documents that yap s b l aye c nsidered to be public information. Portions ofµ 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 ZERS rL C- Cm Applicant's Printed Name Applicant's Signature Page 1 of 3 Jun. 26. 2017 3:07PM No. 0576 P. 2 Use BLUE or BLACK Ink For Office Use 1�3 City of Eaaau :::: 60 3830 Pilot Knob Road '' '. Eagan MN 55122 Date Received: '47 Phone:(651)675-5675 JUN 2 U 2017 Fax: (651)675.5694 start: _ v I 2017 RESIDENTIAL PLUMBING PERMIT APPLICATION .It 3 0Q Birch pond ?d Date: Site Address: Tenant: Suite 11: • ; :; .i. ;s ' NPhone: `RName: est entlOwner Address/City/Zip: 36O Bit�C 2'1 es Y s Name: `Y 1 tL m u t 14eirlotLicense#: T V 6E16' Address: t�C I N. •� ,�� City: I_a C.1.4"1/44 ;, State: MN Zip: d4 I Phone: IO5 I" 3115- 005 I r %'•: '`','i`, Contact L n&t 4 IL`(C•n Email:_a 0 C Sj pl4- New Replacement —Repair Rebuild K Modify Space Work in R.O.W. '1TYP:eofVllik:: — -- — Description of work: RESIDENTIAL Water Heater x, ,i Water Softener �>`�;,:;?t�Y��'•:.:": . .:' Lawn Irrigation�RPZ/ PVB) p �init Type:. — Add Plumbing Fixtures(_Main/Z_Lower Level) ::; ;' _Septic System — w k n ,.' r> < ;> < Naw Water Turnaround Abandonment 64,41rVt')rf/i, - bar rDUsh ►/1 !RESIDENTIAL FEES: ll $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 Turnaround(add$280.00 if a 3/4"meter is required) $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES$ CALL BiEFORE YOU DIG. Call Gopher State One Call at(051)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.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 le not a permit, but only en 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 pl ns. 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'•'i'i': >.::n;;i': Use BLUE or BLACK Ink r For Office Use ::::: City of Eaal �, 3830 Pilot Knob Road /�-/67-/ 7 r"r"� Eagan MN 55122 ar Date Received: (G6 Phone: (651) 675-5675 `- Fax (651)675-5694 Staff:: R' JUN 1 9 2017 2017 RESIDENTIAL BUILDING PERMIT APPLICATION C ,0 Date: v Site Address: Unit#: '1 `, _ a 1 Name: 4 r , l C j I 1 Phone: Resident/ t / Owner Address/City/Zip: 3 �Z- l `���' ��'o` i t Applicant is: Owner Contractor !---- — ,,.i Type of Work Description of work: A, 1"1/`/��+ yCOO Construction Cost: 1 Multi-Family Building: (Yes /No F Company: R 0 51�r-N l `j`t i>`t'C-1JiJ� "�L 1� Contact: i Contractor i: Address: (--k) r v)( 1 1 5 3 City: C tit i3 /t oa 1 I State: Lk4l'- Zip: .;S. 1' 8 Phone:'3 2- • - ail:8 3e it -)..sec-l-elzj N (p-k;i 11. C:.04. ILicense#: t6.-‘_9'76 -7g 3 Lead Certificate#: If the project is exempt from lead certification, please explain why: I 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: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: I I Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of 1 the information may be classified as non-public if you provide specific reasons that would permit the City to 1 q.r conclude that the 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 Mork authori -. by a building permit issued in accordance with the Minnesota 'tate Building Code must be completed within 180 days of q<rmi is ••nc � �",-� ...----tx 0 t �' . � " 3: bCei 0 Appli fa` ` Printed Name App cam's' ignatu.re Page 1 of 3 /L-(3 DO NOT WRITE BELOW THIS LINE -70) SUB TYPES 3LD CD �Y7), UCLA`per>^„c� Foundation Fireplace Porch (3-Season) Exterior Alteration (Single Family) Single Family Garage Porch (4-Season) Exterior Alteration(Multi) Multi Deck Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex )(Lower Level Pool _ Accessory Building WORK TYPES New Interior Improvement Siding Demolish Building* Addition Move Building Reroof Demolish Interior T}( 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 ( 242) Occupancy MCES System Plan Review Code Edition .I, ip , p SAC Units (25%_ 100% i() Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final I C.O. Required Footings (Addition) )( Final I No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice &Water Final Pool: _Footings _Air/Gas Tests _Final Framing 1 30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test _Final Siding: Stucco Lath _Stone Lath _Brick_EFIS 1, Insulation Windows r Sheathing Retaining Wall:_Footings_ Backfill_Final _ Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In _Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee 1 Surcharge Lit"' Plan Review MCES SAC City SAC Utility Connection Charge 1 / 2, x ) 1; 2, tiiii S&W Permit& Surcharge Treatment Plant Copies TOTAL Page 2 of 3 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA173591 Date Issued:11/18/2021 Permit Category:ePermit Site Address: 3602 Birchpond Rd Lot:2 Block: 2 Addition: Terra Glenn 2nd PID:10-75401-02-020 Use: Description: Sub Type:Residential Work Type:Alteration Description: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. All tiled shower bases require a water test. 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 - Thomas L & Kathryn J Osteraas 3602 Birchpond Rd Eagan MN 55122 (612) 290-4654 Master Pro Plumbing 3313 Wildwood Trail Prior Lake MN 55372 (612) 290-4654 Applicant/Permitee: Signature Issued By: Signature