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4536 Majestic Oaks Pl2004 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN ?? ?.?? 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date ! Site Street Address Unit # Property Owner Telephone #0&1) ZZI-17U & Contractor elephone # .?) _. Address /&Y/City StatZi The Applicant is: _ Owner ?Contractor _Other Alterations to existing dwelling $ 50.00 dd fixtures to rooms, excluding water softener and water heater _Septic System Abandonment _Water Turnaround (add $121.00 if a 5/8" meter is required) _Other: e-'3 0: i ? Water Softener Water Heater $ 15.00 _ replacement _ additional Lawn Irrigation System RPZ_ new _ repair _rebuild $ 30.00 State Surcharge $ .50 7otal $7so ?? I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. /) „ ApplicanYs Printed Name ApplicanYs Signature ? ? ? 0 C T 2 9 2004 p D_ 2004 RESIDENTIAL BLTILDING PERMTT APPLICATION City Of Eagan ?. ? U 9?(p 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction ReauiremenLs RemodellRepair Requiremenls Office Use Onlv 3 registered site surveys showing sq. ft. of lot, sq. fl. of house; and all roofed areas 2 copies of plan Ce[t of Survey Rtcd _ Y_ N (20°k maximum lot coverage allowed) 1 set of Energy Calculations for healed additions Trge PraS Plan Recd Y ? N, 2 copies of plan showing beam & window sizes; poured found design, etc. 1 sde survey for additions & decks Free Pr@s Required _Y ? N 1 set of Energy Calculations Addifion - indicate if on-sffe septlc system On-site SgRkic 5001 _ Y_ N 3 copies of Tree Preservation Plan if lot platted afler 711193 Rim Joist Detail Options selec6on sheet (bldgs with 3 or less units Date ?? / ?? / Site Address T.? ? l0 ?'Iq?; 6C Qa, Construction Cost 0C)o a'?A oq/C! ? UnitlSte # i DescriptionoiWork y--Jlif1SL'! rSPl?? 'le`l ? Multi-Family Bldg _ Y4' N Fireplace(s) 1 _ 2 Property Owner a Ud ?? ? Z elyLlC? Telephone # (6s/ ) 6991- /794?" Contractor Address State City Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Catesorv 1 Minnesota Rules 7672 Energy Code CategOry . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ fee applies. Licensed Plumber Telephone #( Mechanical Contractor Sewer/Water Contractor Telephone # ( Telephone #( N If so, 25% plan review OCT 2 8 200I hereby apply for a Residential Building Permit and acknowledge that the information omplete and c ; that the work will be in conformance with the ordinances and codes of the City of E l and the State of 5tatutes; I understand this is not a permit, but only an application for a permit, and wo a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and appr val of pl s. ? ? ? ?aJ??Cu/• L?i.,?'? ?/? pplicant's Printe Name Applicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex Work Types ? 31 New Y1 32 Addition ? 33 Alteration ? 34 Replacement ? 30 Accessory Bidg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi MisC. ?j 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation Q 45 Fire Repair ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors *Demolition (Entire Bldg) - Give PCA handout to applicant Vafuation ;?, ecv. 60 Census Code SAC Units # of Units # of Bldgs Type of Const Occupancy -?_ MCES System Zoning ? - ? City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width _ Footings (new bldg) _ Footings (deck) _ Footings (addition) Foundation Drain Tite Roof Ice & Water Final e'O Framing '?o Fireplace P R.I. YJ Air Test '1,0 Final ?o Insulation Approved By: REQUIRED INSPECTIONS _ FinaUC.O. _ FinaUNo C.O. _ Plumbing HVAC Other _ Pool _ Ftgs _ Air/Gas Tests Final _ Siding _ 5tucco _ Stone _ Brick _ Windows _ Retaining Wall Building Inspector Base Fee Surcharge Plan Review MC1ES SAC City SAC Utifity Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ? 07 05-plex ? 13 16-plex ? 20 Pool ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) E3 11 10-plex 19 Lower Level ? 24 Storm Damage ? 12 12-plex Plbg_Y or _ N ? 25_ Miscellaneous ? .J-Add7 p' S?j R?? na ?,oao f?L 0 7 /=C'c:L Lc?-?? , I`+ C?i 0C.,L a9- ` A L'' C ?s a RESIDENTIAL BUILDING M }?- ? 9 ? U ? ? U . '" ' PermitApplication City Of Eagan ? ? - 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsGuction Reauirements RemodeUReoair Reauirements Use On 3 registered site surveys showing sq. fl of lot, sq, ft. of twuse; and aN roo(ed areas 2 copies oF plan j eR of Survey Recd ? (20°a maximum lot coverage allowed) t set of Energy Calculations tor heated additions e P2s Plan Recd 2 copies of plan showing beam 8 window sizes; poured Found design etc. 1 site survey for additions & decks AkWee Pres Not Reqd 1 set of Energy Calcula6ons ?/? }?, . ,?1dd'¢ion - in icate il on-sife septic system _ On-site Septic System ' 3 copies of Tree Preservation Plan if lot platted after 711193 v?!- ??5 Rim Joist Detail Op6ons selection sheet (bldgs with 3 or less uniLs `>/?- ?'? c> ? S i.? Y J-2n '? C??-e_? c. ,j j0 Date .,) 2__ 5ite Address ?t-onstru?ction Cost 1 `f Z? 2? -7 e-,T;v 1 Unit/Ste # Description of Work ? Muiti-Family Bldg _ Y t-£N' Fireplace(s) _ 0 2 PropertyO C."?i 7- Telephone#?j Z) Contractor Address State Zip City Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilation Catego Worksheet • New Energy Code Worksheet (?1 submission type) Submitted ? Submitted • Energy Envelope Calculations Submitted Licensed Plumber /" C?LJ?ri ?? Mechanical Contractor Lv i z ?- Sewer/Water Contractor ?t- a4n-l.-•__*7 2?1 Telephone#(p5Z) Telephone # (i? S-/ Telephone # ( I hereby apply for a Residential Building Permit and acknowledge that the i that the work will be in conformance with the ordinances and codes of khe r Statutes; I understand this is not a permit, but only an application for a perm L? permit; that the work will be in accordance with the approved plan in the case of approval of plans. ? y?o °- 'a 3/ 3 MAY 0 2 2C0? iation is 1 of EaQan ?rid accurate; tate of MN without a a review and t23?, ? App?lica Applic ant's Printed Name nt's S OFFICE USE ONLY • . v Sub Types ` ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 0 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) O 31 Ext. Alt - Multi ? 03 01 of _ plex O 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Muiti Misc. O?405 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Pibg_Y or _ N ? 25 Miscellaneous Work Types ; 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 5iding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alterafion ? 37 Demolish (Bldg)• ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement *Demolition (Entire Bldg) - Give PCA handout to applicant Valuation Occupancy MClES System Census Code d) Zoning City Water SAC Units ? Stories Booster Pump Nbr. of Units ? Sq. Ft. PRV ? Nbr. of Bidgs ? Length Fire Sprinklered Type of Const Width C'p REQUIRED INSPECTIONS ? Footings (new bldg) FinaUC.O. _ Footings (deck) FinaUNo C.O. Footings (addirion) _ Plumbing Foundarion HVAC Drain Tile _ Other Roof Ice & Water x Fi nal _ Pool _ Ftgs _ AirlGas Tests _ Final Framing Siding _ Stucco _ Stone Fireplace k R.I. ?C Air Test g. _ Final Windows (new/replacement) ? Insulation ? Retaining Wall Approved By ` 1T /' ' , Building Inspector - Base Fee Surcharge j Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total FnU+'P4.)fi411?r? 2.2.-) ?L) ' 1 J T F) o a r -! fo 7q S ??i ? v ?+100,z Z r 1 N 6 ? ) C) ?? lztt ?? ? ---------------- t?? y ?? ? Site Address 4536 Maiestic Oaks Place Lot 14 Block 1 Subdivision Maiestic Oaks 2nd Addition Permit # EA 04-XXXX This structure is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670. X This structure will be constructed to meet more restrictive requirements of Chapter 7672, or 7674. Path 1 Appliance Gas Electric Manufacturer Model B7U's Venting Type In floor heat ? ? Not A licable Water Heater Yes Marathon MR #105-245 15,358 Not Applicable Furnace Yes Carrier 58 MVP 080 Or 940/o DC drive 80,000 g?led combustion, direct vent D er ? ? ? ? ? installed bhomeowner ur Exhaust S stem Location Type Model CFM's Vented Yes No Kitchen Kitchen Overtherange m;cro nent. Whiripool MH7140XFQ 254 Yeg Bathroom # 1 Main floor bath Ceiling Broan # 688 or = 50 X Bathroom # 2 2n° Floor Main Bath Ceiting Broan # 688 or = 50 X Bathroom # 3 Master bath Ceilin Broan # 688 or = 50 X Bathroom # 4 Other Fire lace (s) Location Gas Wood Mani.ifacturer Model BTU's Sealed Direct Atmos Family room Yes Heat N Glo 6000 TR or = 30,0 Y? Make-up air Model Type CFM's Summer Aire Pro Ventor SHRV 180 or = HRV 125-180 I hereby acknowledge that the above information is correct and agree to comply with the Minnesota Energy Code and the City of Eagan requirements. Signature Company Name M. R. Hebert & Associates Inc. License # 5700 Building Permit Application Date Mav 5th 2003 Construction cost ,$242.875. Description of work Sinqle Familv Dwellinp Street Address 4562 Maiestic Oaks Place Lot 14 Block 1 SubdivisioN PID. # Maiestic Oaks 2nd Addition. Propertv Owner Name M. R. Hebert & Associates Inc. contact Mark Hebert Phone # 952-467-4195 roobile 612-328-2592 Fax 952-461-8197 E-mail mrhebert(Amsn com Street address 23300 Grandview Trail Citv Lakevilles State Minnesota Ziv 55044 Contractor Comoany M R Hebert & Associates Inc. Phorte 952461-4195 Gontractor M.R. Hebert & Associates Inc. Phane 952-4614195 Street addrress 23300 Grandview Trail license # 5700 Zil) 55044 Architect/ Enaineer Companv Planco Name Tom Korte Phone # 651-452-0724 Street Address 3435 Washinp ton Dr Citv Eaaan State Minnesota Zip 55122 Sewer ! Water contractor licensed Plumber Clearvvater Plumbina (952) 447-8930 Heatino & Air Conditionina Contractor Lofaren Heating & Air (651)-460-8313 I hereby acknowledge that I have read tliis application, state that tlie infamation is correct, and agree to comply with all applicable state of Minnesota Statutes and Cty of Eagan Ordinances. Signature of applicant ? ? . ' .;. MECcheck Compliance Report 2000 Minnesota Energy Code MECcheck Software Version 3.3 Release lb Data filename: I:1Energy Ca1cs\IvIEC1Mn\02-614.cck TITLE: 02-614 COLTNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 04/29/03 DATE OF PLANS: 4-29-03 COMPANY INFORMATION: HEBERT & ASSOCIATES COMPLIANCE: Passes Pernvt Number Checked By/Date Maximum UA = 649 Your Home = 495 23.7% Better Than Code Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 1496 44.0 0.0 33 Wall 1: Wood Frame, 16" o.c. 3999 19.0 0.0 200 Window 1: Above Grade, Wood Frame, Double Pane with Low-E 512 0 310 159 Door I: Solid 40 . 0350 14 Door 2: Solid 18 0 230 4 Door 3: Glass 40 . 0 330 13 Basement Wall 1: . Solid Concrete or Masonry, 8,8' hU8.2' bg/8.8' insul 1162 11.0 0.0 65 Basement Wall 2: Solid Concrete or Masonry, 3.5' ht/2.7' bg/3.5' insul 77 11.0 0.0 6 Floor 1: All-Wood JoisUTruss, Over Unconditioned Space ll 38.0 0.0 p Floor 2: All-Wood JoisUTruss, Over Outside Air 26 38.0 0 0 1 Furnace 1: Forced Hot Air, 90 AFUE . Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Factor Allowed U- Factor Above-Grade Windows and Glass Doors 0.311 0370 Includes Foundation Windows > 5.6 ft2 Floors Over Unconditioned Space 0.026 0.033 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted the pemut a ication. The proposed building has been designed to meet the 2000 Minnesota Energy e requireme s' MECcheck Version 3.3 Release lb and to comply with the mandatory re ' lis m the MECc . Inspection Checklist. Builder/Designer, ? Date_ ?? d j - d? ? ? DFF?G? C0l'? TRE? PRESERVATION PLAN CI?'`f f3F EA?1?N FORESTRY RIVI$ION ? # y °,r?.r S #? ? i ?? ? ? ? 75-530Q; 6 51-6 (SEE ATTACHMENTS) Development Lot Number ?. ? Block Number ? Aadress 4.S 3 6 MA-ZST i C. r9-c.E Builder R S 5???ZNC. C01,3111CT: MAfClG fluUkji:`• as2- q61-qIRT Tree Protection Requirements: Tree Fencing Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Retaining Wall Other: Replacement Trees: Nat Required As Follows: Attachments: .,...??Uzu8so" ? Yes No , Additional Notes: ? . •, Q??? . ? ? H:lghove\2002fileltreepreslTree Preservation Plan Summary-2002 ? M 1 tor Ar?a=7l, ??3,3 (w? ? Pouo EageMear-= 45.946.3q??yirt n m d RziOhTE De,uE: 1 590 OR10F U1A-4 = Bio A??. w Ai-F( I B 5 7z = cAtifi. l6 R?Reµ=t2o to'? -- 4?5 Coua=1?1.5 /? , ?? W l ^Q \? : ? i ? i cj ui ? I w A w % L_--- • ? 9 9A3 `?Top NuB L -i rF.BH 9?brt4A!I 1?75.?2?"9Zi.07?1 83°4-60$ W u-- 44•93 / .%------- j3. ?' % ze ?Z,O;y' ?F3 5I 9?3h ? \ r? TOp F?uB F,?1,-91?,51 ? ? , 24 ? I?„Zy3i i ?o.. ? ? ?? /' J ?. ? `?. .< AJqG? ? SF I4ripo Bea#inga ara aesumed ?-ZA 11 .? , SubJect to eeeemants of record if any 0 ??F„ u?pc?Lppgi?M,,Cn?J(,`Nqn?G? ?12,piuwc,e O Denotes eet or fountl iron pipa monumants 20.0 $ Denotaa eet ?weed-FaK b.?w?-itck Propoaed garaga iloor elevatlan 7S4p Denotes existing elavation 9^/1 "L' Proposed top of block elevation - ? Denotes proposed finish greda elavation 91311 Danotes diraction of surlece drflinage , Proposed loweet ilbor elavatlon + ( NO?: IIIII?IMWM? V.RhOE FOQ. DRA?NACiE S CU I'C_. N?, 4?? I j?D+ ?.?C; I To Rou Oa Genss 15 I here6y certity thet thia is a true and correct repreeentation of a survey of the boundariea o: Lot 14i Hlock l,ma?ssrti? O?KS SECoun ?m?n1 DnKbrn j County. Minnesote es on Hle end of record in tha Office of the Comty Racord@r in ertd for said County, elea showing the proposed lacafion of ahouee as etaked thereon. . - Thnt I am a duly Aegietered Iand Surveyor under the Lawa of Lhe State of MinnesoLe. Dated:mR?c? ?5, ?oa3 Allan R. Heetinga Minneeote Ragistration No. 17009 r? 212 First Avenue E. ?b'?F„ IIT?EO{?I?IOAI suice r+o. c NmSN(t0 TO DRTE. Shakopee, Minneaote 55379 . Phone 152 445 4027 ? ? ^C'opHue EJSJ,°9ib95 e ? r I ? w iro Ia(Y. L0 ? o .-52 o .? i ? ar? I ?? ' LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL f-e"f itt _UIdL f`. i Mza?NS?'G DATE OF SURVEY: ?3` 15' D3 LATEST REVISION: m m c R t U Q O M 2 Q DOCUMENT STANDARDS C9'/ ? ? • Registered Land Surveyor signature and company ?` ? f ? • Building Pertnit Applicant E / ? ? . Legal description f?/? ? • Address (9`/ ? ? • North arrow and scale ¢^'/ ? ? • House type (rambler, walkout, split w/o, split entry, lookouk etc.) • Directional drainage arrows with slope/gradient % 19 ? ? • Proposed/existing sewer and water services & invert elevation a/0 0 • Street name ? ? • Driveway ? ? • Lot Square Footage ? ? . Lot Coverage ELEVATIQNS Existina ? ? • Sewer service (or Proposed) eJ ? ? • Property corners M ?? • Top of curb at the driveway and property line extensions GY` ?? • Elevations of any existing adjacent homes ?/f0' ? • Adequate footing depth of sUuctures due to adjacent utility trenches [?' ' ? ? • Waterways (pond, stream, etc.) Prooosed ?? ? • Garage floor ? ? • Basement floor ? ? • Lowest exposed elevation (walkouthnrindow) E1 ? ? . Property comers C.,"?? • Front and rear of home at the foundation PONDING AREA (if aoolicable) m??o ? 0'/? ? ?f ? ? ?O ? ? V ? ? ?? ? 0 t? ? ? ?? ? Otl ? ? R// ? ? C? ? ? • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • PondNVetland buffer delineation DIMENSiONS • Lot Iines/Bearings & dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, ovefiangs greater than 2', porches, etc. (i.e. all structures requiring permanent foodngs) • Show all easements of record and any City utilides within those easements • Setbacks of proposed structure and sideyard setback of adjacent exisfing structures • Retaining wali requiremei ' '" Reviewed: G:/FORMS/Building Permit Appiicalion AUN INTERTEC Excavation Observations and Compaction Testing Report for Friedges Excavating, Inc. Proposed House, Lot la, Block 1 Majesiic Oaks 2°d Addition 4536 Majestic Oaks Place Eagan, Minnesota Professional Certification: I hereby certify that this plan, specification or report was prepared by me or i.uider my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota. Registration Number: 24017 Project BODX-03-141C June 25, 2003 Braun Intertec Coiporation ? y < v' I., ? e / J? /?) ^ \) . Providing engineering and environmentat solutions sinc-e,-1957 pRAUN BraunlntertecCorporafion Phone: 952431 4493 INTERTK eeso we5r,aefh s«ee+ Fax: e5 2 431.3084 Suite 131 Web: brauninterteccom Apple Valley, MN 55124 June 25. 2003 Mr. Mike Penney Friedges Excavating, Inc. 21980 Kenrick Avenue Lakeville, MN 55044 Dear Mr. Penney: Project BODX-03-141C Re: Excavation Observations and Compaction Testing, Froposed House, Lot 14, Block 1-Majestic Oalcs 2"d Addition, 4536 Majestic Oaks Place, Eagan, Minnesota As you authorized, we have completed the excavation observations and compacCion testing at the above-referenced lot. The purpose of the excavation observations was to aid in evaluating the suitability of the soils encountered in the bottom of the excavation for fill and house support. The purpose of the compaction testing was to aid in evaluating the suitability of the engineered fill placed for house support. Available Information No soil borings were performed for the proposed house. Previous grading had been performed on this lot. At the time of our observations, there was no available information regarding the previous grading. At the time of our observations, we were provided with a Certificate of Survey prepared by Mr. A11an Hastings - Surveyor, dated March 15, 2003. House offset stakes were set in the field by Friedges Excavating, Ina (Friedges). Braun Intertec excavation oversizing measnrements, bottom of excavation elevations and compaction test loeations and elevations were referenced to these stakes. The exact house pad location is the responsibility of others. Proposed Construction The proposed house will be a two-story, full basement walkout type with an attached triple garage. Finish basement floor will be at elevation 913.6 feet and the garage floor will be at 920.0 feet. We assume the house will be supported by conventional spread footings designed for an allowable soil bearing pressure not exceeding 2,000 pounds per square foot (ps fl. Excavatiou Observations The excavation observations were conducted by a senior engineering assistant on June 12 and 13, 2003. The excavation observations consisted of observing the soils exposed in the bottom and sidewalls of the excavation. The approximate density or consistency of the soils encountered was estimated by judging the force required to advance random, shallow (about 1 to 3 feet deep) hand auger probes. Soil classifications were determined in the field by examining the hand auger probe cuttings in general accordance with the American Society for Testing and Materials (ASTM) procedures. Providing engineering and environmenta[ solutions since 1957 Friedges Excavating, Inc. Project BODX-03-141C June 17, 2003 Page 2 When we arrived on site, the excavating contractor (Friedges) had removed approximately 7 to 13 feet of unsuitable soils from below the house pad and oversizing areas. 'The bottom of the excavation ranged from approximate elevation 903 at the rear of the house (east) to 913 at the northwest corner of the house (front). At the lower elevations, the soils encountered in the bottom of the excavation primarily consisted of lean clay that was judged to be in a rather stiff to stiff condition. At the higher elevations, the soils consisted mainly of inedium dense silty sand to clayey sand. Groundwater was observed at the bottom of the excavation at about elevation 905. Based on the construction staking provided by Friedges, the excavation was oversized about 8 to 10 feet beyond the wall lines. See the attached sketch which shows the proposed house location, excavation limits and bottom of excavation elevations. Fill and Compaction Tests The soils used as engineered fiil for house support consisted of either an imported sand or on-site silty sand. About 3 feet of imported sand (SP-SM) was placed at the bottom of the excavation where groundwater was encountered. The on-site silty sand was then placed to establish gade. The engineered fill was placed in about 1-foot lifts w-ith a skid loader, then compacted with a self-propelled, vibratory, sheepsfoot roller. A total of 8 eompaction tests were performed in the engineered fill placed for house support. All of the compaction tests met or exceeded the minimum density requirement of 95 percent of standard Proctor maacimum dry density (ASTM D 698). Compaction tests were taken at about 2-foot intervals up to footing subgrade elevation of about 917 in the garage area. The compaction tests and Proctor curves are attached to this report. Conclusions Based on the results of our excavation observations and hand auger probes, it is our opinion the soils encountered at the excavation bottom in the area of the soil correction at the north/northeast portion of the house pad are suitable for fill and house suppart. Based on the constr-uction stalang provided by others, it appears the excavation was adequately oversized for lateral support of the fill and proposed house. Based on our compaction test results, it appears the engineered fill tested (to about elevation 917) was adequately compacted for house support. General Remarks It should be noted that standard penetration test borings with power equipment were not taken to evaluate the soils at depth. However, the soils which were visible and the results of the hand auger probes indicate that the risk of detrimental settlement due to poor soils at depth is very small and we, thus, recommend that it be assumed by the owner. The cost for taking soil borings to better define that risk does not appear warranted. Services performed by the geotechnical engineers for this project have been conducted with that level of care and slcill ordinarily exercised by members of the profession currently practicing in this area. No warranty, expressed or implied, is made. Friedges Excavating, Inc. Project BODX-03-141C June 17, 2003 Page 3 Thank you for using Braun Intertec; if you have any questions concerning this report or the attached results, please contact Dave Youngstrom or Greg Bialon at (952) 431-4493. Sincerely, BRAUN INTERTEC CORPORATION ?--T.- David T. Youngstrom Seniar Engineering A s t Gre ?ialon, PE -8 t4? Associate Principal Attachments: Excavation Observations Sketch Report of Field Compaction Tests, Reports 1 and 2 Proctor Curves, P-1 and P-2 c: Building Inspection Dept.; City of Eagan dty/gjbskg/03141 c\rpt N 10' Oversizing ? Approximate Excavation Limits 35.?0. ???Q?_- -*T• _. ?w O / • I 913 ?§y_ - cr (? ? 11 (T. . aq?q ,.r,. . ? 1 1,?' r" ti 4v 9 0 90? 905 90 ?z,a3? 9ig;3 ,. / A 0 . 906 ? 'TD.P f ? / ? Legend XD ?Fv?D ?ErfttNtN(o'tJlku.. ? q 8' Oversizing 1 - ? ? ?;?r._. , ?\ ? j-?- ? . °p . ' . r Lie \J ?. ? Approximate excavatzQn:.bottom_.elevation_ Approximate excavation limits 10' Oversizingl INT DATE S 1{ BRA1? N% Excavtion Observations ORAWN ev: DTY 13 0 Proposed House - Lot 14, Block 1 APP't) BY: .-Lg G/ZS-/03 oF INTERTEC Majestic Oaks 2nd Addition J0e "o.gpDX-03-141C Eagan, Minnesota owc.No. 1 FIGUREn 1 scaL=. 1 "=30' BRAUN BraunlniertecCorpora}ion Phone: 952.431.4493 I NTE RTEC 6950 West 146th Streef Fcx 952.431 3084 Suite 131 Web: brauninferlec.com _ Apple Valley, MN 55124 Report of Field Compaction Tests Date: June 23, 2003 Client: Mr. Milce Penney Friedges Excavating, Inc. 21980 Kenrick Avenue Lakeville, I,VIN 55044 Project: BODX-03-141C Project Description: Report: 1 Excavation Observations and Compaction Testing Services Proposed House - Lot 14, Block l, Majestic Oaks 2"a Add. 4536 Majestic Oaks Place EaRan, Minnesota est ate ype Soil ID aud Classification Optimum Moisture* (%) Mas. Lab Dry DensiTy* (Std.Proc.) (pcf) Inplace Moisture (%) Inplace Dry Density (pco Relative Compacfion Specified Minimum Compact. omments 1 6/13/03 N P-1: SP-SM 11.9 115.2 7 115 100 95 A 2 6/13/03 N P-1: SP-SM 11.9 115.2 7 112 97 95 A 3 6/13/03 N P-2: SM 99 132.1 11 129 98 95 A 4 6/13/03 N P-2: SM 9.9 1321 10 130 98 95 A Key: N= Nuclear, ASTM D 2922 SC= Sand Cone, ASTM D 1556 *= O.M. and M.L.D.D. rounded to nearest 0.1 A= Test results comply with specifications. B= Test results do not comply with specifications. C= Test results meet zero air voids criteria. Test Test Location Elevation 1 10'N, 20'W of SE building corner (garage) 907 2 30'N, 12'W of SE building corner (house) 905 3 30'S, 10'E ofNW building corner (house) 909 4 20'N, 20'W of SE building corner (garage) 911 Elevation Reference: c: Building Inspection Dept.; City of Eagan 03141c\cts-1 Braun Intertec Corporation ? David T. Youngs m Senior Engineeri s ist nt J Praviding engineering and environmental solutions since 1957 O'R6iUN Braun Interfec Corporalion Pnone: 952.431.4493 ?NTER?-EC 6950Wes1146th5treet I Fax: 952.431.3084 Suife 131 Web: brauninterteccom Apple Valley, MN 55124 Report of Field Compaction Tests Date: June 23, 2003 Client: Mr. Mike Penney Friedges Excavating, Inc. 21980 Kenriclc Avenue Lakeville, IvLN 55044 Project: BODX-03-141C Project Description: Report: 2 Excavation Observations and Compaction Testing Services Proposed House - Lot 14, Block 1, Majestic Oaks 2"d Add. 4536 Majestic Oaks Place EaQan, Minnesota est ate ype Soil ID and ClassiScation Opkmum Moisfure* (%) Max. Lab Dry Density* (Std.Proc.) (pcf) Inplace Moisture (%) [DP"engity ace Dry (pcn Relative Compaction (%) Specified Minimum Compact. (%) omments 5 6116/03 N P-2: SC 9.9 132.1 9 126 95 95 A 6 6/16/03 N P-2: SC 9.9 132.1 8 128 97 95 A 7 6/16/03 N P-2: SC 9.9 132.1 9 130 98 95 A 8 6/16/03 N P-2: SC 9.9 132.1 10 129 97 ' 95 A Key: N= Nuclear, ASTM D 2922 A SC= Sand Cone, ASTM D 1556 B *= O.M. and M.L.D.D. rounded to nearest 0.1 C = Test results comply with specifications. = Test results do not comply with specifications. = Test results meet zero air voids criteria. Test Test Location Elevation 5 12'N, 12'W of SE building corner (garage) 913 6 10'S, 10'W ofNE building corner (house) 912 7 15'N, 15'W of 5E building corner (garage) 915 8 5'N, 10'E of SW building comer (garage) 917 Elevation Reference: c: Building Inspection Dept.; Ciry of Eagan 03141 c\cts-2 Braun Intertec Corporation ( David T. Youngstro Senior Engineering sis an Providing engineering and environTnental soiutions since 1957 MOISTURE-DENSITY RELATIONS OF SOILS ZAV f r 117 I ? I ( I I o Sp.G. _ 2.7 i ? I I I I I I 115 I i I I I I - I , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 113 - - - ? U n a - - - - - - - - - - N C N - - - - - - - ? A ? ? 111 I I 109 I I I I ? I I 107 I 4 6 8 10 12 14 16 Water content, % Test specification: ElevJ Classification Nat_ > °a % < Depth USCS AASHTO Moist Sp.G. LL P? 318 in. No.200 SP-SM 2.7 TEST RESULTS MATERIAL DESCRIPTION MaXi111tuT1 dty density ° 115 .2 pCf Optimum moisture = 11.9 % SP-SM: Poorly Graded Sand with silt, f-m grain, bm Project No. Ciient: ProjeCt: • Location: Eagan, Mn Remarks: specific gravity assumed MOISTURE-DENSITY RELATIONS OF SOILS BRAUN INTERTEC F;gure P_1 MOISTURE-DENSITY RELATIONS OF SOILS 135.0 I I I I I I I I I 132 5 i I ? . I I I ? ? 130 0 . V d I I I T . ? y C N a T ? ? 127 5 I i I ' . + I I . 125 0 I . I ? L 1 1 ] L l ZAV for Sp.G. _ 122.5 ? I I I 2.75 5 7 9 11 13 15 17 Water content, % Test speCifiCation: ASTM D 698-91 Procedure C Standazd Elev! Classification Nat. %> o, < Depth USCS AASHTO Moist. Sp.G. LL P? 314 in. No.200 SM 2.75 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 1321 pcf Optimum moisture = 9.9 % SM: silty sand, f-m grain, bm Project No. Client: Project: • Location: Eagan, Mn Remarks: specific gravity assumed MOISTURE-DENSITY RELATIONS OF SOILS BRAUN INTERTEC Figure P_z Address: 4536 Majestic Oaks Pl Zip: 55123 Lot: 14 Block: 1 Subdivision: Majestic Oaks 2nd THE FOLLOWING 1TEMS WERE/R'ERE NOT COMYLETE AT FINAL INSPECTION ON Yes No Comments Final grade - 6" from sidin ` Permanent steps - garage Permanent steps - main entr Permanent driveway Permanent as Sod/Seeded lawn 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 Depar[ment at 651-675-5646 prior to working in right-of-way or insfalling F irrigation system. IsIf BUILDInG INSPECTOR: T' / CONTRACTOR: Hebert & Associates 23300 Grandview Tr Lakeville MN 55044 612 432 1942 Jun'26 03 04:21p Sue.Hebert 612-432-1942 p.l SUN_17,c0H3 8: 12RM HRRUN IPiTERTEL N0.631 P.22 /?, , ???? ?? U/J? BRAUN" INTERTEC DiAI1.Y OBSEqVATtON REPORT ?ESi ? PrDject #: !?'_b-'L?d3 - Report Lacati n:_!-06 1q1 Z? 43G V-S 2miDste: ?a f FZ 'f"6 (01f(,/ 4-rs PersOnnel ClassHicetion Regular Houra Overtlme Hours ( 5Yc Aress snd work performed this day: twt&K. -7 ^f. f'-:?, 4?;,t.-?- ,ir4- . r wt. ss 1 , 1S 1? '?-l ? ir ?S 2?n[avh , .2XC? ?'?ti?t"? ??^?t ebkSiS?? Lo•,,, Ccw -? w?-¢.Ai'Uv,\ ciOA,,e am??--r ??r 5eu.?f ame4 LG? Ct??_?? ?s..?. ? ", t ? - ?.?-?,c?e ?.,; ? ?. kbu,?gC. ? u srt. ??n--P X C?An1?.? 6'v? w Q.S tSV`l.!'g:7?O? ?, tcv ? 6`?L'" 6-0-u?r4 46 ??.ldcke 1?? L C&A DJL e1?40^ +e-)sk s ?t'e ke, 4 ? a? z-Jyv?wva.ls ???-,?c?, (t,y as ?L ?i 1 ? tia s !l&e.t4. A-1 t. ?- h h .,nIwr c cs'r qS I(a O'C' 5k*v(AAa4 A.e"g IrC4 l ???w t? (Oia). Weather. Peliormed By: Submitted To: v ; DAlLY 1 DOR-07 .Jun.26 03 04:22p JUN.17.2003 9'11HM BRAi./ Cr INTERTEC Sue Hebert BRAUN INTERTEC Fax Transmiqa! To: wowk 1?4? Faxh=5er: qg'z- y(v l- ? I 177 From:. 1"-e Phone Number: (952) d311i493 T)ate: 6/ (-7 (Q -5 Number vi PageB (iasludEng caver); Z m4????"? CS a ?-s J ? ZKd ,nlcase adi,tse [fpou have rsedved thFs eosnmur.PCatton im errcr. $rawx Intertac Cerpora&on ?. 6950 a'est :45th SL-eeR, Suit 129-13A 1 Apple S'sIiey, IvII+I 55I2485"0 Phone: (932) 431-4493 Fe.t: (953) 4S1-30E4 612-432-1942 Nu.631 P•12 p.2 3 30 1 q 2006 RESIDENTIAL BUILDING rERMiT arrLicaTiorr City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsUuction Reauirements 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roo(ed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calcula0ons 3 copies of Tree Preserva6on Plan if lot platted after 711193 Rim Joist Detail Oplions selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form q/1 9. erl RemodeURepair Reauiremenis Office Use`Oniv (/ 2 copies of plan showing footings, beams, joists Gert af Survey Recd Y„ '_'-' N 1 set of Energy Calculations for heated additions iree Pres P[an Recd Y? N, V'1 slte survey for additions & decks (2) 7ree Pres Reqmred N. Addition - indicafe if ons'rfe septic system Qa-site Septic System - Y_ N, Date --?- / Iz_ Construction Cost & /°( Site Address L`t 3(? l7ij¢?pSl`?C - kSC? UniUSte # ? Description of Work Multi-Family Bldg _ Y_ N Fireplace(s) 0 1 2 %- - - - . ,? ?. .. , . • Property Owner ?ry41 i"G'?LL?? Telephone # Contractor Address City ? State Tele h 8t?' < COMPLETE-THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeo 1 Energy Code Category rv (J submission type Minnesota Rules 7672 ?. •? Residential Ven6lation Category 1 Worksheet • New Energy Code Worksheet ? Submitted Submitted • Energy Envelope Calculations 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 1f 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. Appli tanc s Printed Name Appli t's ignature DO NOT WRITE BELOW THIS LINE Sub TVpes ? 01 Foundation ? 02 SF Dweiling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 44-plex Work T es 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 07 05-plex ? 08 06-plex ? 09 07-plex ? 10 08-plex ? 11 10-plex ? 12 12-plex DesCrlpfioll: Water Damage _ Yes Valuation ?C`?D • ? ? Pian Review • 100% or Census Code y? q SAC Units # of Units # of Bidgs Type of Const V j3 Occupancy _Z3 MCES System 25% Zoning ? I City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width 24? ? ? 20 Pool ? 21 Porch (3-sea.) ? 22 Porch/Addn. (4-sea.) ? 23 Porch (screen/gazebo) ? 24 Storm Damage ? 25 Miscellaneous ? 30 Accessory Bidg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation O 45 Fire Repair ? 37 Demolish Building" ? 43 Reroof ?'46 Windows/Doors 'Demolition (Entire Bldg) - Give PCA handout to applicant Footings (new bldg) ?G Footings (deck) _ Footings (addition) Foundation Drain Tile Roof Ice & Water Final _ Framing _ Fireplace _ R.I. _ Air Test _ Final Insularion Approved By: ? 13 16-plex 0 16 Fireplace ? 17 Garage 0 18 Deck ? 19 Lower Level REQUIRED INSPECTIONS _ Sheetrock FinaUC.O. ? Final/No C.O. HVAC Other _ Pool Ftgs Air/Gas Tests Fina] _ Siding _ Stucco Lath _ Stone Lath _Brick _ Windows _ Retaining Wall Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search ' Copies Other ' Total F I M_71" ?ee- SEP-27-2002 12:51 DAKOTA COUNTY SWCD *dtV oF eagan PATRICIA E. AWADA Mayor PALJL BriKKFN PEGCY C:ARLSON C.'YNL7EE F1F1175 MEG'FIL.L.EY cour,a Members THo.uas HEx,Es CiryAdmittisrraior Municipal Centec 3630 Pilot [Cnob Rnad Eatgan, MN 5512b1897 Phone 651.681.4600 Fax: GS LGS 1.4C I 2 TDD: 651.454.8535 Maintenance Faciliry: 3501 Goachman Pnint Eagan, MN 55122 Phonc 65 L681.4300 - Fax: 651.681.4360 7pD: 651.454.8535 www:dcyoFeagan,com . - . i-. 1l-IE. LONEOAK IRF,6 Thcsymbol ofscrengch aitid gowch in our commwniry ? NO'I'ICE OF WETLAND C(?NSERVATION Name ofAppiicanl: Application Numher: , P.02 SEP 2 7 20oZ Hebert & Associates,lnc. 02092607 Type of Application (check one): X Exemption Decision No I,oss Decision Replacement Plan Decision Banking Plan Decision Date of Decision: September 26, 2002 You are hereby notified that the decision of the Local Government C.1nit on the above- referenced application was made on the date stated above. A coQy of the Local Government Unit's Findings and Conclusions is attached. Pursuant to Minn. R 8420.0250 any appeal of the dccision must be commenced bymailing a petition for appeal to the Minnesota Boazd of Water and Soil Resources within fifteen (15) days of the date ofthe mailing of this Notice. Date of mailing of this Notice: City of Bagan, Minnesota j? . - . . September 26, 2002 g ? y: ?L"=r? C...?? Title: Water Resources Coordinator Notice of WCA Decision (2002) c(S3 6 °Ak . ~ L I a N `uc SEF-27-2002 12:51 DRKOTR COUNTY SWCD MINNLSOTA WETLAND CQNSERVATIONACT LpCAL GOVERNMENT liNIT FINDINGS AND CONCLUSIONS P.03 Date: Segtem}??r 24, 2002 LGU: Ci? of Eagaa County: Dakqta LGU Contact: Eric Macbcth Project Name/#? 02042607 Phone #: (65I) 681-4300 LocstionofProject- SE SE 25 27N 23W 14 'A '/. % Section Township Rangc LoUDlcek Maiestic OakR 2"d A44itiga Eagan Dakota c't!' Cvunty Type nf I.GU determination requested (dreck lhose thar epply): Delineation check X Exemption Detennination (#SC, incidcntal wetland) NaLoss Dctemunation _ Replacement Plan 2. DeSCripiion of Wctland(s) with proposed impacts: a_ W ctland Typc (Circular 34) S (Cowardin) PEMF/UB b. Wetland Type (Circular 39) (Cowazdin) c. Wetland Type (Circular 39) (Cpwardzr,) d. 5ize of Proposed impaet (tenths of acre) --0.04 acres of incidental wetland 3- Have sequencing requuements been addressed? N/A 4. Is the project con5istcnt with the intent of the comprchensive local water plan andlorthe wateished distriet plaq the metropolitan surface watzr man8gcmcnt plan and metopolitan groundwate[ xnanngemellt p18n, snd loeal compreheivaive plan and zoning ordinance7 N/A 5. The project will affzct the follow;.ng wetiand fimctions: ?T/A Functions Impact No Imoact Improve Floodwater Storage Nulrient Assimilation Sediment Entrapment Groundwater Recharge ' Low Flow Augmentation AestheticslRecreation ShoTeland Anchoring Wildlife Habitat Fishezies Habitat Raze PIanUAnirnal Habitat ' Cornmercial Uses 6. ' For replacemcnt plan or no-]oss determinations, aze wetland funedons maintained at an equal or greater level? N/A 7. ' Is the LGU deteanination request approved? ' I Yes(X) No(} If no, rvhy't $. SIGNA`I'U2E , . /ZG p ?- LGU Repre4 tatic•c (Date) l. LGU findings and ConcWsiona (2002) SEP-27-2002 12:53 DRKO7A COUNTY SWCD P.06 ' . ? 4(oR ? . . .?rs ! \ \ L? 'V \ p ?e , A1l7°?,??a N, ; ? ? ? • ,??fo 7 ?? ? v`? .? 'W°is 4 ^ ?,' , • Q'r._1 ? .. ? ? ` , ''? ?'" _ ? ? ?• ? IB ? do TT) t 03 o ? d 13' 3 •`?? . `\ ? ?`? ••?•??:: `' ? ? ?? ? <.\ + ? . Zpp 0 r?y TOTAL P.06 t ? ?v E cj C") V v ? LL? , ? G-- ,?--? u RVEY ? FM. ?9zyg,, t9??- , / L67 14,9-? ?G z3R1? 05bll' - i ? u?-- 44•93.._ . _. ? __ ? _. ..__ -- --?- --7 T ?lego'N?rto?tN6U??.?. ?I / Ip p ,? -?--?-?- D ??- 1g.91o ? LoT KeEk=7 (, I 13,3 ?uj ? ._ Povo PR,OaI pe?o?: 4 59a A-,Q? "V ? I ?L1?? ??kK = ?31D aA.?f. ? N WJ?u< = E65 ??, ° ? ?, , RR.CK =MVU)=1-rlto_ ? rL, J?e5?kl I?(tb os /S1 LT ? ?. 1 ? L_ - - -- --",?. ' Aw .? .? o? ? .N - ?? g3 N 9ig3 4?zh ? / 4t3A_ / To? ?? ?J=911,51 / ?? ?,- ? X f o ^ ..? 53?. 3:1 ' a ?.. ? ?. .? ? .. ? , y ?.. i ? o ?j o? ?ta : ?L/. ..., ?? ??????? ? ? {re+q?yy?'y'??+y'}}'79 -, Y'l S.Gap`.:°iX?''•'a??"_... ? Ya+JC 8+ n :.. nps '?- Bea#4ngs are assumed 8co° Sa' 2z? W . . Subject to easements of record if any Denotes set or found iron pipe monuments 20 D $ Denotes set ?K k Proposed garage floor elevation 9 Z20? Proposed top oP block elevation 'Tg¢p I)enotes existing elevation Denotes proposed Yinish grade elevation 9 Denotes direction of surface drainage Proposed lowest floor elevation ? I?O?? Ir41Alti?lW?h ?R:?cpf:. ?t??. DRRitJ?? ? ? I hereby certify that this is a true and correct representation of a survey of the boundaries of Lot 14, Block ? County, Minnesota as on iile and of record q ST1C O?KS S ?Co? ?DDG??D? D?KO`? in the Olfice of the County Recorder in and for said County, also showing the proposed location of a house as staked thereon, That I am a duly Registered Land Surveyor under the Laws of the State oY Minnesota. Da ted : MRQCk? I ? ?,0D3 I I,wvl 11?D2f'r?SQF.2. ??? U? ._?-e. Allan R. Hastings =4C7 u ??o YY?At1GS'r?COAKS ?? Minnesota Registration No. 17009 212 First Avenue E. ?T?T??OpioloQ Suite Na. C Shakopee, Minnesota 55379 Phone 952 445 9027 . . PERMIT City of Eagan Permit Type:Building Permit Number:EA115165 Date Issued:09/24/2013 Permit Category:ePermit Site Address: 4536 Majestic Oaks Pl Lot:14 Block: 1 Addition: Majestic Oaks 2nd PID:10-47101-01-140 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are not acceptable in lieu of inspections. Carbon monoxide detectors are required by law in ALL single family homes . Elizabeth Hess 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 - David W Zemke 4536 Majestic Oaks Pl Eagan MN 55122 Sela Roofing Remodeling 4100 Excelsior Blvd St. Louis Park MN 55416 (612) 823-8046 Applicant/Permitee: Signature Issued By: Signature 4-0" ;# 16" O.C. TYP 37' 12" O.C. Typ. Next 14 on the right side -730161 1' 6" Joist Cantilev CANTILEVERED � WITHOUT SPECIFIC OENGI HOUSE ER ENGC\IINEERING. Min 5'/ " Lag bolts Double 2 X 10 2x10 �(L. CV fri lCh fl (L ol-tt � s /ojhor /1' Joist hangers on all 2 x 10"s using Zinc Treated nails • 4 x 4 Posts Le55 tie 4"--J•- 130 M Currently this deck has on Stairs *WM _1110tER TNAN 30" ABOVE 'MAW REQUIRE GUARORAILB_MMIMBIN ar IN 1-1:' 0- HT AND UNINGNED SUCH THAT A 4 DIAMETER MERE MAY NOT PASS THROWN Deck thickness min of 5/4" 0 .s Deck screw are designed for ACQ treated wood LJ TREATED WOOD MAY REQUIRE SPECIAL HARDWA77 AND LLT:.=.11 SUPFL1Z-k Lir,ORE Joist hangers Right Side View Green Treated (ACQ) 2x10 NO. 2 or better wood 73I 2 x 6 Green Treat Bolted to I beam I Beam W14 x 26 MTL STL A76 4 x 4 STL. 11 GA Mtl 1008 or better 8" Dia. Concrete Typ. Soil type: \ All footing will be Sand 4'x4' x1' ti. 4'-O" Note: on the SE corner elevation 14" fill MTL will need to be added after pour w W WA Ai AAAAA WWWWWWWWWW NNNN i I � XXXXX �rXXXXXX XXX XXXXW 1. NAAAA NNNNWWWWWWNNNNNNNAAA NNNNAANNAAAAiXXXXXA X XXX X X XXXX XXXX. XXXXXX . XXXXXXXXXXXXX 4,..P... Ni A WWWw. NNNN.. N NNNN NNNN.NNNAAA AANNNNNAAAAAA Www-� 01N0`o01A ...• .=i�►�.a�►�...a._ 'V' W O�AOf�0�0>A01-�AAA01��a0�-�AO�+OIO-� NWA -a0.01 -►14A0 00-►NAM-INWAO -%.tb0 401 & N—_tea O.aVAN o-&00 00000 "gib 411. . Q ,ti+ -- .i NOODONO0o0fAWNVOhWtnAWAWNNN-A WNNNN-aWN14-1-vNN 0+0000 �1H1•+Ot�C/�GOCD�14/Q!-�CftOA4fCICiION�PO,,ppo CC, �CIGDOfviDini 00101WAG WLhO000 4001 14 0000000000000000000N00A 00 0ONiONNG DDO0A�V000..u0W 40WOi'd0 C44 --ZArty` h h US clo N 8. g' N N a, W C g ga N o m C O C C° NI A a ^Z^ 1 0, 0 0 6E abed Wd 8T:ZI Nook 56 Ft"2 Main 747.7083 Total 803.7083 Ft "2 Load 40 Ibs/ft Total weight 32,148.33 LBS Max Load per footing South west Footing 8597.083 Est. is High Weight/sq Foot in sand 4x4=16Sgft Load/FT 537.3177 LBS Steel Calculations From Pencoyd Iron Works Formula for I Beams r1Ir _ V// ✓n a� 1 OZ �orE/I A ,F.ceo iet /a .3o 7,2 a °ca ximum Load Distributed Given: 32,000 Allow fiber Stress Greatest Safe Load Load in Middle Distributed =3590AD =6780AD L L South Beam Main 1 Beams =3590AD =6780AD L L =3590 *7.68 * 14 =6780 * 7.68 * 14 37' 20' 19,299.84 Lbs. 19,702.31 Lbs. L= distance between supports ft A=sectional area of beam sq in D= depth of beams in in. w=Total working load in net tons Main Beams South Beam W14x26 W14x26 L=37' L=20' A=7.68""2 A=7.68""2 D= 14" D= 14" SE X0if 1 'moi �►�X /,29f Load Est. is high 8037.083333 Ibs 560 Ibs 3c 9 0 0 0 0 m n m z co m 00 O O W Cal 01 W W 01 a 0 0 cO 0) O CJ1 V O O O V Larger Sizes Available by Order N 1111 1 - - 1 .a .6 00 0) .p N O x x x x ?I x x ha cn#.cn. 4% 4.1 Ci1.P,PWWN CD 46C4coco Cncn#.4%C4C4NNi++VC714%•PW COV4600f0O11 OCn00i+01 -600CO 46 0 N WOCDOin0010.4000446V460C110 00000000000000000--00000oo4,0000000eo W+O V COV V 010Oi05n5n W W4aCoi 44OC1t0O4,V 1.4+OGD0001 COV. t0 W CD 0100)00) 0) (9 - 0O CO CO CO CD CD CO 001 CDVODWO1 V V0001ti1N (00O01Oi LP in 11:PCG0 4)4,h)4) En in tobVV cocnCDCDOi.4O VWCOCONO CO C4V46 til CnOC11000 OtilCn011(11O 0100011 01 0) (11 C1 in .p 0i in 01 A 44. G1 C1 in (11 % (100001 1 C0 11 0(11 COMOOt(11 Cn((101160n W WIVtd+NiWNN1Wi+000OOCO V 0 L O ID to 41 1n.7 G1 .a 4) FO Of tt1 (0 L. C0 46 CA OD CD 46 CD 46 6 .6 CD 0 .6 CA CD CO 0 h 01 co co co Co O)Oi014uAGfCA0000O'NI O ID 00hpinin1%O0(010- 0OGt0 O CD CO 46 0 CD PO C.4 CD CO V 0 C4CD14 CO O CACDcn cn 0) 00)001100000)001 W +4114 P4.0.CO 11610i100)P4 ia V+00)14- C11 CR O Cn 01 0 0 CT O 01 CO O 01 O O CO A 16 (4 ia W (4 i4 (9 (9 G1 IV is N W 41 (9 IU N Ni G1 (9 41 '03 G1 IV N IN 190 IV is fit 4i td W 41 +O4%CM01.►0 0.6000401 V.0- CO V W .PV C4C0001W 0iCa1VO(.4V iatn.6 (11010(110010 001C1101COLD (100(10 O 01 001CA0000C11000000t11 •t% v SH1ON31) MOMS '0919 Conforms to ASTM A-36 or A992/A5T2 SWV31339NV1I 3a1M •out yaa;S snliallow $0 9¥ +4 0 0) ox co \a k§ 0) w $ ƒ 0 CO 0) -€ 0 g m w o k k 0 k co co 0 � k 0, a 0 k co co .0 -OOSK W1Sy of Suuopo3 Square and Rectangular Tubing Je1PUBH Iee;S AlPuelJi 8E peva Ida 8T:ZT Joint A I beam \c=1 "L" Material Min 8" long 5x3'/" 3/8 thick Joint C 2"X6" 3' long centered 2x10"14' 2 x 10" 10' I beam 2x6 -73)9 "L" Material Min 8" long 5x3'/" 3/8 thick PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA166320 Date Issued:12/30/2020 Permit Category:ePermit Site Address: 4536 Majestic Oaks Pl Lot:14 Block: 1 Addition: Majestic Oaks 2nd PID:10-47101-01-140 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 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 - David W & Kimberly K Zemke 4536 Majestic Oaks Eagan MN 55122 (651) 206-2154 Lofgren Heating & Air 5708 Upper 147th St W Suite 106 Apple Valley MN 55124 (952) 431-5811 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA168957 Date Issued:05/10/2021 Permit Category:ePermit Site Address: 4536 Majestic Oaks Pl Lot:14 Block: 1 Addition: Majestic Oaks 2nd PID:10-47101-01-140 Use: Description: Sub Type:Residential Work Type:Replace Description:Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) 210-0754. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 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 - David W & Kimberly K Zemke 4536 Majestic Oaks Eagan MN 55122 (651) 206-2154 Lofgren Heating & Air 5708 Upper 147th St W Suite 106 Apple Valley MN 55124 (952) 431-5811 Applicant/Permitee: Signature Issued By: Signature