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902 Wild Rose Ct
PERMIT City of Eagan Permit Type:Building Permit Number:EA148754 Date Issued:04/18/2018 Permit Category:ePermit Site Address: 902 Wild Rose Ct Lot:13 Block: 1 Addition: Royal Oaks PID:10-64800-01-130 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Brian R Sattler 902 Wild Rose Ct Eagan MN 55123 (612) 998-2167 Glowing Hearth And Home Llc 100 Eldorado Dr. Jordan MN 55352 (952) 492-9276 Applicant/Permitee: Signature Issued By: Signature City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: 2008 RESIDENTIAL BUILDING PERMIT APPLICATION}iCE Site Address: 902. Z W L-C-4,a5F 01k4tl- JUL MEM r For Office Use Pen#: q5/0 64/1/' Permit Fee: Date: —7/Z./0/1(_ Tenant: Suite #: RESIDENT 1 OWNER NameRIA •S4r.A/R6Ps- SATtLeR- Phone((O5) gri s-'' 91,410 Address / City / Zip: 9oz L)t.i ? c Cos,. r EAcw, ',Am 5ji23 Applicant is: Owner X Contractor TYPE OF WORK Description of work:,)(4 a In - Ground Pool Construction Cost: $ 23,000.00 Multi -Family Building: (Yes / No X ) CONTRACTOR Name: Performance Pool & Spa License #: City / Specialty Address: 1890 Wooddale Drive Suite 800 City: Woodbury State: MN Zip: 55125 Phone: ( 651) 775 - 3940 Contact Person: Ken Ronsberg COMPLETE Energy Code Category (I submission type) In the last 12 months, has No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Category 1 Minnesota Rules 7672 _ • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Submitted Submitted • Energy Envelope Calculations Submitted the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: _Yes Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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, a j , of 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 app x Ken Ronsberg Applicant's Printed Name x Applicant's Signature - Out Engineer PPS Page 1 of 3 �03 UDde L'}. DO NOT WRITE BELOW THIS LINE SUB TYPES D Foundation ❑ Single Family ❑ 01 of Plex ❑ 02-Piex ❑ 03-Piex ❑ 04-Piex WORK TYPES 7( New 0 Addition O Alteration O Replacement DESCRIPTION: Valuation Plan Review 05-plex 06-plex 07-plex 08-plex 10-piex 12-piex ❑ 16-piex O Fireplace O Garage O Deck ❑ Lower Level ❑ Interior Improvement O Move Building O Fire Repair 0 (25% 100% Census Code # of Units # of Buildings Type of Const. REQUIRED INSPECTIONS Footings (new bldg) Footings (deck) Footings (addition) Occupancy Code Edition Zoning Stories Square Feet Length Width Foundation Drain Tile Roof: _Ice & Water Final Framing Fireplace:_ R.I. _Air Test Final Insulation O Accessory Building O Porch (3 -season) ❑ Porch (4 -season) ❑ Porch (screen/gazebo/pergola) ❑ Storm Damage O Miscellaneous O Siding ❑ Reroof ❑ Windows ❑ Egress Window Sheetrock X Pool O Ext. Alt — Multi ❑ Ext. Alt. _. SF ❑ Multi Misc. O Demolish Building* ❑ Demolish Interior ❑ Demolish Foundation ❑ Water Damage Demolition (entire building) — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final/C.O. Final/No C.O. HVAC Other: Pool: ootings x Air/Gas TestsFinal Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall Reviewed By: , Building Inspector OD J RESIDENTIAL FEES: Base Fee Surcharge Plan Review it CIES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies Total 9 ?oe_ Page 2 of 3 POOL PERMIT - APPLICATION SUBMITTAL REQUIREMENTS g'./0/1 Address: 900. Applicant Name: Wv63.v1 ? Andr.aA 01) z GENERAL INFORMATION • • ¢ .44 o z ❑ ❑ Applicant name and contact information ,211 ❑ ❑ Property owner name ,S ❑ ❑ Address of property Jul` ❑ ❑ North arrow, scale (1" = 30' or 40') 12/ U ❑ Site Plan, drawn to scale showing location of house, pool, and other existing or proposed structures, including retaining walls. 12r ❑ ❑ Location and name of all streets adjacent to property ❑ ❑ Directional drainage arrows (existing and proposed) ELEVATIONS Existing ❑ ❑ House corners )2i ❑ ❑ Property corners ❑ ❑ If applicable, ground elevation at each end of retaining walls and at wall's greatest height Proposed O ❑ ❑ Finished pool deck corners ,Z ❑ ❑ Top of proposed retaining walls (if any) and at each different elevation (if it changes) Ja' ❑ ❑ Pool bottom (or max. depth) DIMENSIONS Existing Z ❑ ❑ All property/lot lines Ja' ❑ ❑ All Easements on the property Proposed 121 ❑ ❑ Pool ja ❑ ❑ Pool plus integrated deck/patio �' ❑ ❑ Shortest distance from outside edge of pool deck to lot lines and house Reviewed: G:FORMS/Pool Permit Checklist/02-13-07 SURVEY F DESCRIBED akoc, WC UV IC U 5/(--74-* JYIL.D ROSE COURT / 1 1 E TGS Construction 1 �" Lot 13. Block ,.- Construction,,/ Oaks, City of Eagan, Dakc{ta County, MI nesota `" �--- �- easements of record. iExtst. Home J1 882.8 902 WILD ROSE COURT ey Date -1/217//0 1/217//0 881.5 r 1 IEWE D - AJ EAGAN ENGINEERING DEPT. Existing Ret Walt f t 13y Date !! EAGAN ItINGINIERING W. 1 / -r- 1 1 1 1 1 ~! 1. 1 I i_ S89* 0'43"E 200.00 t yr r 87;,0 140.fi=8 ...884.3 4 878.7 9:4.3 f 879.5 2. 884. PP= Il J SANMH 1- 884.4 PROPOSED ELEVATIONS 0 tar a"l t89°50'4311 203.07 •re- < <� 894.4 rye r % ell• f` Exist. Horne 694,2 `• 900.3 Tap of Foundation =888,7 Garage Floor = 886.5 Basement Floor = 880.6 Apr'ox. Sewer Service = 870.0 Proposed Elev. Existing Elev. — Drainage Directions Denotes Offset Stoke ; • HEDLUND PLANNING ENGDN.EERINC SURMING 2005 Pin Ook Drive Eagan, MN 55122 f 1 r 1 - s♦ r LOT SQ. FOOTAGE = 31,096 HSE SQ. FOOTAGE = 4,696 IMPERVIOUS COVERAGE = 15Z SCALE: 1 Inch = 30 feet 885.1 0 0 a 0 0 ^.T m 01 0 otq,g�14* 7.41 41687.2 Q387.2 3:1 Maximun Slopes or Retaining Wali Will be Required BENCHMARK, MIN. SETBACK REQUIREMENTS Front - House Side - Rear - Garage Side - 1 HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. DATE !2-41._!615' JOB NO: 04R-583 PAGE: PAIN CV! r. ~M SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. SUITE 600 7300 WEST 147TH STREET APPLE VALLEY, MINNESOTA 55124-7580 (952) 432-3136 TELEFAX NUMBER (952) 432-3780 E-MAIL bauerr@seversonsheldon.com TO: John Gorder, Assistant City Engineer FROM: Robert B. Bauer, City Attorneyy;~ DATE: June 27, 2005 RE: Lot 13, Block 1, Royal Oaks Easement No. 1056 TGS Construction and Property Management, Inc. Our File No. 206-4768 John, Enclosed for the City's records, please find the original Drainage and Utility Easement dated May 5, 2005, and recorded with the Dakota County Recorder on June 8, 2005, as Document No. 2328597. ^ • ..Ne7 ` ~ _r, 1-... _ - [ ~ e , L..=,..,..,- ~ 0 2 D m ~ ~ ~ "~ti~7 2328597 C. ° ~ v 7~D = ~ N m TA n - Z. m ei u°, 0o,.~.~ O ~ \ ~ _ '11 3 ~ o> ~ N = C~J p = a Z c rn n = ~ ~ =mZ~ N ~ c n v,*~C 00 cl) f D = v C °?3~ u1 ~o a ~ = a ~ m ~ mE =M ~ ? 70o m ~ ~ z 7 ~ 0 N o 0 9 O oma0 ~ O m -,z m m _ DRAINAGE AND UTILITY EASEMENT THIS L7RAINAUE ANU UTILITY EASEMENZ' is inade t~iis St" day of May, 2005, between TGS Construction and Property Management, Inc., a Minnesota corporation (hereinafter referred to as "Landowner"), and the City of Eagan, a municipal corporation, organized under the laws of the State of Minnesota, (hereinafter referred to as the "City"). WITNESSETH: That the Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, a twenty-foot wide permanent drainage and utility easement, over, across and under the following described premises, situated within Dakota County, Minnesota, the centerline of which is described as follows: RECEIVED - AitAtC... Commencing at the northwest corner of said Lot 13, Block l, Royal Oaks, thence South 89 degrees 50 minutes 43 seconds-East a MQY 31 2005 distance of 34.85 feet, thence South 01 degrees 41 minutes 10 seconds West a distance of 42.51 feet, thence South 39 degrees 49 DAKOTA COUNTY minutes 42 seconds East a distance of 7.84 feet to the point of TREASURER-AUDITOR beginning of the tine to be described, theiice So'uth 38 degrees 10 ininutes 57 seconds West a distance of 27.07 feet, thence North 78 degrees 58 minutes 39 seconds West to a point on the west line of said lot 13 and there terminating. The sidelines of said easement shall be lengthened or shortened to end on the west lot line and the platted drainage and utility easement. See also Exhibit "A" attached hereto and incorporated herein. ~ The grant of the foregoing permanent easement for drainage and utility purposes includes the right of the City, its contractors, agents and servants to enter upon the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits and mains; and the further right to remove trees, brush, undergrowth and other obstructions. After DATE RECElYEQ DAKOTA COIJM ~ ''F~R~F~-AUDIT R \ and the further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or reinoval, the City shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and otlier obstructions. And the Landowner, its successors and assigns, does covenant with the City, its successors and assigns, that it is the Landowner of the premises aforesaid and has good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowner has caused this easeinent to be executed as of the day and year first above written. TGS Construction and Property Nlanageilient, lnc., a Minnesota corporation ,2 ~ By: ~?'r Its: 0 STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowle ed before ine this day of 2005, by r_ ~"r~ ~ r?t~ , Inc.the re of TGS Construction and Property Manag eilt, , a Minnesota corporation, on behalf of the corporatioiz. JUDY M. JENKIiv3 NOTARY PUBLIC - MINNESOTA N Ct ry Yubi i My Commission Expir~ Jan. 31,1010 1 `u ~ ~ 2 , / APPROVED AS TO FORM: City Attorney's Office Dated: ~Z ~ ca APPROVED AS TO CONTENT: ~ GZ P,Ciblic Works Department Dated: J(o-07 THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA; P.A. 7300 West 147th Street, Suite 600 Apple Valley MN 55124 (952) 432-3136 (RBB: 206-4768/Easement No. 1056) '3 NW V:' 34 85' ~ COR e . . ~ . ~I !r I1 E R . NOR717 ~ I % f ~;1 ~ ~ ~>gtl / r - J . ~ t .r ( 't. , I N 7 o P`I •~~y\ !jJ ~ f ~ . v, ~ } S~s a.,~ ~ ~ • a' a j'~ . l~ EXIST. STORM SEWER / . 'I f . \ , X\~~, ~n fi ~•~K.~ z9 5, 7 3 1" w Jr- tFa 1 ~ r _ , , ~ f L:~ 1_, } i , ~ " . . . , . . . • : , . ~ \ ~ < 8.. ~ ? ..m--,. ; , ~ . ._r .L z ~ o L o t 13 N tj , . w_. . , . . . b . ~ ! i.i` . . : n...... e : , . { ~ : a _M. ~ ~ i t, : s : . . . , PropoSE?d . ..t= House . k. . . . . f . ~ = i A, : ~ ! ~ ...m< - . . 4 . ~ . . . ~ _ . .,..1 . ~ . ~N,. ~ cr~•.w~ .n ..a Y ; -,F.....,.. ~ . . . .n , . a. t A draie utility easemen't ; 20.00 in width, the ~ . eenterline of which is`described as follows: ~ ~ - , Commencing at:the northwest corn:errQf.said lot 13, thence = So~~h 89°50'43"~ East a distance_of 34.85`' ttaence S puth . O 11 014"Ii- 10 Westa distance of 42.51 thence `SoutM 39°4942" , i • Y 1 y, _ ~ Pv~i ' ~East ~distance af ~.84'._to.the point of beginning of the ~r ~ r~~ line to be described, thence South 38i °~10'S7" 1Nest$a~istan~e of 27.07', thence North 78°58'39" West to a point46n 'the west line of said lot 13 and there terminating. The sidelines of said easement sha`Il;be lengthened or shortened to end on the 1 . t: west lot line and the`p~a~ed,drainage & utility easement. Proposed Utility Easement Lot 13, Blk. 1, Royal Oaks 01-04-05 City of Eagan Dakota County, Minnesota ~ Fvh;t,;t IInII Q 2005 RESIDENTIAL BUILDING PERMIT APPLICATION ~ City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 _ New Construction Requirements RemodeVRenair Reauirements Office Use OnlV 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas 2 copies of pian Cert of Survey Recd Y_ N (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _ Y_ N, 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Required _Y _ N 1 set of Energy Calculations Addition - indicate if on-site septic system On-site Septic System, _ Y_ N 3 copies of Tree Preservation Plan if lot platted after 711193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Date Construction Cost DOO ' Site Address 90 2 Gv lG X.J. 04-V a SE CT- Unit/Ste # Description of Work Z_.0 el Ea2 LzY'6 z- Fi^~lSh~ Multi-Family Bldg _ YIg N Fireplace(s) ~ 0 _ 1 _ 2 Property Owner Telephone 6~/ ) 2-~0-- ~~2 3 Contractor ~S CD,U -lza GT/ow- Address Cih' State Zip ~.~f ZZ Telephone # (49S_1 ) 23 0 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateizoa I 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 _ N If so, 25% pian review fee applies. Licensed Plumber Telephone # ( ) Mechanical Contractor Telephone # ( ) Sewer/Water Contractor Telephone # ( ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City 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. , . IJ L S/wo P,.~ r, 95 05 Applicant's Printed Name A plicant's Signatur Lj ~ I G J/ GE , ~ ~ OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex )il~ 19 Lower Level ? 24 Storm Damage O 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous Work Types ? 31 New ~ 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Buitding" ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement *Demolition (Entire Bldg) - Give PCA handout to applicant Valuation Z&O-Do Occupancy MCES System Census Code Zoning City Watet SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) Final/C.O. _ Footings (deck) ~ Final/No C.O. _ Footings (addition) _ Plumbing _ Foundation HVAC _ Drain Tile Other ~n Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final C" Framing _ Siding _ Stucco _ Stone _ Brick Fireplace R.I. Air Test Final Windows ~ Insulation _ Retaining Wall Approved By: , Building Inspector - Base Fee Surcharge r Plan Review . MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total • of Ea~an Pat Geagan MAYOR May 2, 2005 Peggy Carlson Cyndee Fieids Mr. Tamer Sinousy Mike Maguire TGS Construction Meg Tilley 1750 Skater Circle COUNCIL MEMBERS Eagan, MN 55122 Thomas Hedges RC: Drainage and Utility Easement on 902 Wild Rose Ct. CITY ADMINISTRATOR Dear Mr. Sinousy, The City of Eagan is currently in the process of recording an easement for a storm sewer that crosses a portion of the property at 902 Wild Rose Ct. It is my understanding that this property is nearing completion and you will soon be requesting a Certificate of Occupancy (CO) from the City's Building Department. MUNICIPAL CENTER It is also my understanding that you will be moving into the property once the CO 3830 Pilot Knob Road has been issued. In situations like this the City would normally require the Eagan, MN 55122-1810 easement recording process be complete before issuing a CO. However, since the 651.675.5000 phone property ownership will not be changing hands at this time we are willing to allow 651.675.5012 fax the CO be issued before the final recording is complete. At the same time, the 651.454.8535 TDo City expects that there will be no objections from you to the current agreements at any point before final recording is complete. If you have any questions regarding this matter please feel free to contact me at MAINTENANCE FACILITY 651-675-5641. Thank you for your cooperation. 3501 Coachman Point Eagan, MN 55122 S1riC ely, 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD Dave Westermayer Lngineering Technician www.cityofeagan.com C. Russ Matthys, City Engineer Dale Schoeppner, Chief Building Official THE LONE OAK TREE The symbol of strength and growth in our community. Date: 2/2/2005 Revision Date: 5/17/2005 New Construction Site Information Address 1: 902 wildrose Ct. Project Address 2: Lot: Block: City: Eagan County: Subdivision: Application Information Business Name: D.A.S. Heating and Cooling Inc. MN Contractor License #:7057785 Contact Person: Darryl E. Stunek Office Ph: 763-767-4650 Fax: 763-755-4890 Cell Ph: 612-817-8851 Address 1: 14050 Lincoln St. NE Address 2: Suite #400 City: Ham Lake State: MN Zip Code: 55330 House Details Square Feet: 7283 sq. ft. Avg. Ceiling Ht: 10 ft. Number of Bedrooms: 5 Ventilation : Balanced Total Ventilation Capacity : 319 cfm. Minimum Continuous Ventilation :90cfm. Intermittent Ventilation: 229 cfm. Combustion Apaliance Water Heater: Power Vent Input BTUs: 60,000 Independently Vented Furnace/Boiler 1: Direct Vent/Sealed Combustion Input BTUs: 112,000 Independently Vented Furnace/Boiler 2: Direct Vent/Sealed Combustion Input BTUs: 67,000 Independently Vented Other Combustion Apaliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Epuiqment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 1000 Make-Up Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 5 inches or Insulated Flex: 6 inches Applicant Name (print): Signature/Date: Code Official (print): Signature/Date: 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 ORSAT TEST ADDRESS: qo1 St GASLINE BY: '.~.1• /7~•~%~, w•~~an'~ ~ / TYPE OF HEAT: PURCHASED FROM: /y1a ~y ~1,I~. / GAS DESIGN MAKE: MODEL 612ql U/!Z 9Zol? SERIAL gYDi1.T //G ID !A')O INPUT &2' CONTROLS THERMOSTAT: ,J~,,j X SDaO FILTER : SIZE/iXZSX/# f LIMIT SETTING: 21s~f VENT SIZE: -7 " FAN SETTING: VENTING LOCATION: O-W PILOT TYPE: INSIDE V OUTSIDE PRESSURE: PERCENT C02: S~ VENTING CONSTRUCTION: AVC INPUT CFH: ~O PERCENT 02: DATE TESTED: //Am 4,t STACK TEMP: PERCENT CO: D COMPANY TESTING: ~•/~•I TESTER'S NAME: ' Site address: 1 qR w«~ A'-OvE CT ~',#6AA/ Lot 15 Block / Subd. o Y"4e- c,04 .rS On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. ~ This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR _ This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE WaterHeater x *A%Cp WNiTE 1uS2G?J7ST/pG4//z I Seoc> PdC_ Fumace X 2 x 6143a?O~l lu ~~~°O p qr 61013 u// I• hz e rvc Dryer f,4j(Y )`4 ~ ~fad Y ~L~X PIP6 , VENTED EXHAUST SYSTEM LOCATION TYPE MODEL CFM's YES No Kitchen kitchen ..2*C40.0- /oao x Bathroom 1 ~Z ~&)qxt :70 t art, Bathroom 2 Avrfq.4 aerH ~ Has~ ~sv~~r ~~n/ 5 4a Bathroom 3 6#W 6ZO,4N 7111S^/ ~p X Bathroom 4 Wat,60 Other VENTING FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S DIRECT ATmOS ~ / I~1IStg7Z- ~C t&?~?o ~ ?S?NM 39 C0p x . a A~W`G~ x G~?~/o)c ~?4~o~e~/iy 30 oQo MAKE-UP AIR MODEL TYPE CFM's 3~•F.. /00/~ ~ ~~H D~wn ~r ~xt~ ~ oUa2c~ I hereby acknowledge that the above information is correct and agree to comply with the Minnesota Energy Code and Ciry of Eagan requirements. Signature Date 72!2~LS CP~~ST~E~/GTiertl Company Name * This form is the responsibility of the General Contractor. 2005 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Ea gan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit Date Site Address 1 J ~ Urc,~(f c,4- Unit # Property Owner Telephone # ( ) Contractor ~Y7~C Street Address v ~ City State A ~ Zip 3 c~ ~Telephone # (7G -3 ) e6~6 ~ 3~5_d6 Bond Expires: The Applicant is Owner ontractor Other Add-on or alteration to existing dwelling unit $ 30.00 furnace _Additional _Replacement air exchanger ? air conditioner New Replacement other ' i +'1 ~ l~ I State Surcharge $ .50 Total MAR 2005 $ Ll I hereby apply for a Residential Mechanical Permit and acknowledge that the in~y t~on ~s comp ete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit; but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the appr9C, plan ~in the case of ork which requires a review and approval of plans. Vkc '~1 ~5 c ~ Applicant's Printed Name Applicant's Signature 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date Site Street Address Unit # Tenant Name (if applicable) Previous Tenant Name Property Owner Telephone # ( ) Contractor Street Address City State Zip Telephone # ( ) Bond Expires: The Applicant is Owner Contractor Other Work Type _ New Construction _ Underground Tank _ Install _Remove **see below _ Interior Improvement _ Install Piping _Processed _Gas Nature of Work: **When installing/removing underground tank, call for inspection by Fire Marshal and Plumbing lnspector Permiti Fees: $70.50 Underground tank installation/removal $50.50 Minimum (includes State Surcharge) or Contract Value $ x 1% _ $ Permit Fee • If ermit fee is $1,000 or less, add $.50 ~ $ State Surcharge If ermit fee is over $1,000, add $.50 for every $1,000 ermit fee $ Total Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature Approved By: , Inspector Date: ~ ~ 1 3 (310c)- I 9'>S r7 (,,(1 9 `-1 (e,q cI 3 _ ew~ ~CAS 2004 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan ~,A - o (o 9 ~1 . = 3830 Pilot Knob Road, Eagan MN 55122 ,P ~ - ~ ~9 -7 q~ ct o . `Z ~ - Tetephone # 651-675-5675 FAX # 651-675-5694 '1_0 O ! New Construction Reauirements RemodeVReoair Reauirements QW" Offrce UseO~lv 3 registered site surveys showing sq. fl. of lot, sq. ft. of house; and all roofed areas 2 copies of plan C~rl t~i Swvey Recd ~Y (20% maximum lot coverage allowed) 1 set of Energy Caiculations for heated additions Tree t'res ~'lar~ Recd k w 2 copies of plan showing beam & window sizes; poured found design, etc. , 1 site suNey for additions & decks xree Pres i~eqniced < ~ N 1 set of Energy Calculations Addrtion - indicate 'rf ~-sife ptic system Or~srte Septie Sste~ 3 copies of Tree Preservation Plan if lot piatted after 7/1/93 k k - '_1_-1 - Rim Joist Detail Options selection sheet (bldgs with 3 or less units OT G~ 1 /7 ~ ~ Date L_ l 17- l ~qConstruction Cost 90,2 ~ Site Address ~ ~lL A ~v.~"~ C Unit/Ste # lgk v c.e_ .c o G c~ K Description of Work Multi-Family Bldg _ Y_ NO Fireplace(s) _ 0 Property Owner Telephone i/Z 3 Contractor "T 5 GOn/5 reUG T/eif/ Address 17!~_U 5,eo77?r~ Ci2 _ City State /W Zip Z- Telephone #(larl ) 230 ~9'/ Z 3 COMPLETE THIS AREA ONLY IF CO UCTING A NEW BUILDING r ~ Minnesota Rules 7670 Cate Minnesota Rules 7672 Energy Code Category . Residential Ventilation Catego orksroe~t • New Energy Code Worksheet (.l submission type) Submitted Submitted . Energy Envelope Caiculati ~ -~ubmitted < a ` Oe ~ Have you previously constructed q building in Eagan with a si' ' r plan? Y_ N If so, 25% plan review fee applies. ' v,~ c a v` Licensed Piumber Te ephone # -3 SG ~ J Mechanical Contractor Tel)phone # (_~2 ) ~`1~A-:*S ~0w R c.~'~ <oS( • ~(o-~ Sewer/Water Contraclo..-` c Telepho 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. ~ j]rAiM9 ,S1iUZ2 U~y Applicant's Printed Name Vpplicant's Signature oFFacE usE olvr..Y Sub Types ' , ~ ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 AccessoryBidg 111~ 02 SF Dwelling 0 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt- Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea. ) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screenJgazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N 0 25 Miscellaneous Work Types 1;1!!~ 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair 0 33 Alteration ? 37 Demolish Building'` ? 43 Reroof ? 46 Wndows/Daors 0 34 Replacement "Demolition (Entire Bldg) - Give PCA handout to applicant Valuation (2 o-o Occupancy MCES System Census Code Zoning City Water SAC Units 0/ Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs / Length ~ Fire Sprinklered Type of Const Width / REQUIRED INSPECTIONS ~ Footings (new bldg) ~ FinaUC.O. _ Footings (deck) _ FinaUNo C.O. Footings (addidon) _ Plumbing ~C Foundation _ HVAC Drain Tile Other ' Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final ~ Framing Siding Stucco Stone Brick ~ Fireplace ~ R I. Air Test X Final _ Windows ~ Insulation r% Retaining Wall Approved By: Building Inspector - - - - - - - - - - - Base Fee / Surcharge Plan Review MC/ES SAC C,ty SAC Utility Connection Charge S&W Permit & Surcharge tf f,!!~ ~ Treatment Plant ~ ~ ~.L / . License Search 4- Copies Other C).=7 Total -71,~~5-36- Permit Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release le Data filename: C:\Documents and Settings\tsl\N1y Documents\Ivly Dacuments\TGS_WABI'\Wild Rose Ct\Wild Rose Res Check.rck PROJECT TITLE: Eagan 102004 COiJNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 1011 ?/04 DATE OF PLANS: October 2004 PROJECT DESCRIPTION: Lot 13 Block 1 Royal Oaks 90X Wild Rose Ct Eagan, MN DE SI GNERf C ONTRAC T OR: TGS Construction 1750 Skater Circle Eagan, MN 55122 COMPLIANCE: Passes Maximum UA = 876 Your Home UA = 649 25.9% Better Than Cade (UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised ar Energy Truss 3345 44.0 2.0 70 Wall l: Wood Frame, 16" o.c. 2762 19.0 2.0 155 Wall 2: Wood Frame, 16" o.c. 1514 19.0 2,0 85 Wall 3: Wood Frame, 16" o.c. 880 19.0 2.0 7 Window 1: Wood Frame, Double Pane with Low-E 6 0.350 2 Window 2: Wood Frarne, Double Pane with Low-E 54 0.350 19 Window 3: Wood Frame, Double Pane with Low-E 55 0.350 19 Window 4: Wood Frame, Double Pane with Low-E 12 0.350 4 Window 5: Wood Frame, Double Pane with I,ow-E 8 0.350 3 Window 6: Wood Frame, Double Pane with Low-E 165 0.350 58 Window 7: Wood Frame, Double Pane with Low-E 40 0.350 14 Window Metal Frame, Double Pane with Low-E 120 0.350 42 Window 9: Metal Frame, Double Pane with Low-E 72 0.350 25 Window 10: Wood Frame, Double Pane with Low-E 18 0.350 6 Window 11: Wood Frame, Double Pane with Low-E 81 0.350 28 Ftont Door: Glass 48 0.350 17 Side Doors: Cslass 72 0.350 25 . Basement 1: Masonry Block with Emptv Cells 1023 11.0 0.0 59 Wall height: $.0' Depth below grade: 7.5' Insulation depth: 8.0' Basement 2: lviasonry Block with Empty Cells 158 11.0 0.0 ll Wall height: 4.0' Depth below grade, 3.5' lnsulation depth: 4.0' Furnace 1: Forced Hot Air, 92 AFLTE Air Conditioner 1: Electric Central Air, 10 SEER Proposed and Mazimum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.350 0.370 Includes Foundation Windows > 5.6 ft2 COMPLIANCE STATEMENT: The proposeci 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 Minnesot<< Energy Code requirements in REScheckVersion 3.5 Release le (formerly MECchec~ and to comply with the mandatory requirements listed in the REScheckInspection Chec jist. BuilderlDesigner Date f. • , ~~F't ~ ~'iC ~ Ca ~ 0 ~K _ 7'• ~ . ~ > (PLEASE READ ATTACHMENTS) Development ~ ~ ~ Al- Lot Number 13 Block Number ~ Address (d Z- nQ~F GT, - Builder ~~S ('[7N~7f~ f.l CTIO t~ PHONE NUMBER:lo23 6 Z 3 CONTACT: Tree Protection Requirements: Y_ Tree Protection Fencing Installed On Site Oak Tree Pruning (immediately seal wounds during April 1 to July 31) Therapeutic Pruning Retaining Wail Other: Replacement Trees: Not Required r( l.'~ 7/~tCi~f ~ As Follows: ~ S~ 6x (e'~TG'6 Attachments: ~ Yes No FAGAN ro Additional Notes: ~ . DAre ~ H:\ghove\2004fi1e\treepres\Tree Preservation Pian Summary-2004 ~ Qct 29 '04 03:28p ts 6513650108 6513650108 P-1 Tree Preservation P1an PravQriv; Lot 13 Siock 1 Royat Oaks . Contractor: TGS Construc#ion Contact: Tamer Sinousy Tel: 65 i -234-9123 Ar n Y y •2 • 03 / v z° S p G7 • \ ~ ~ o y • s 49, ~~~?Y 36 . , o+o P2oPzse ta 6, P~NG 't2-6ES oZ3.~S a ro 8G AW6D X1- 31 IVumber of Significant Trees Tota1; 12 r!7 i~ lllumber of Significant Trees to be Removed: 2S aol pine Trees ~ Percentage Removed: Exisitin Trees Pr~~t;~T, TYpe Presesvation Tree # Size YYPe r,s.. . Tree # Size , P1an _..._,..w._ _ _ 1 g ELM SAVE 17 2 g El.M SAVE 18 6. 3 g ELM SAVE 99 TCHF-RRY a 10 ELM SAVE 20 2-6 APPLES REMOVE g 'I0 ELM SAVE 21 6 COTTOPf REMOVE ~ 2_10 , ; SIRCH JRENt~ 6 4 ELM SAVE _ ~ -g. COTTON REMOVE ~ CHERRY SAVE 24 . 71.:> CHERRY ; E2EMOV~ 8 12'' CI-lERRY SAVE CHERRY SAVE 25 6 POP REMOVE g 10 _6 72 BOX SAVE ~ g COTTpN REMOVE •'2-ti_-; CNERRY SAVE 27 10 COTTON REMOVE ~ g CO"f70N REMUVE 12 2-5 ELMS 5A~ 10 COTTON REMOVE 13 ~16 ~a ELM SAVE ~ ` ASH SAVE 30 5 OAK REMOVE 14 5 15 5._.... ASH SAVE 31 4 P41VE SAVE 5 PINE SAVE 16 !14 ASt{ SAVE 32 _....nJ LUT 13 BLOCK 1-TREE PRESERVATION CALCULATION WORKSHEET ' Development Type = Single lot residential Existing Allowable Actual Actual Required Cash Trees Removal Removal Preserved Mitigation Epuivalent - 12 Trees 2Q°Io4xTrees 8 Trees 6 B'trees $1,800 . , . 2 Trees 33.3Qo 66.7%0 MITIGATION CALCULATIONS (APPlicant to mitgate: 2 Trees) Category of Tree Number of Mitigation Total To Be Removed Trees Removed 'Per Tree (B); Mitigation (B) Specimen Trees 0 6 0 Hdwd DeCiduous 21-30" 1 4 4 Soft Deciduos >24" 0 4 0 Conifer > 24" (12" dbh) 0 4 0 Mdwd Deciduos 6-20" 1 2 2 Soft Deciduous 12-24" 0 0 Conifer 12-24' (<12" dbh) 0 2 0 total = 2 TOTAL MITIGATION = 6 Cate o B Trees MITIGATION SUMMARY Number of Mitigation Number of "B" Tree Requirement Cash Equivalent Trees Required Trees Provided Balance (B Trees) Balance :0 =$0NOTES: 1. One category A tree to be installed as mitigation `,r, LOT SURVEY CHECKLIST FOR RESIDENTIAL ' BUILDING PERMIT APPLICATION • PROPERTY LEGAL: ~OT B_ ~pCJ~ P"Ow OGS.kS ~ DATE OF SURVEY: iO[14,04- LATEST REVISION: d a~ R ~ , v ~ O z a DOCUMENT STANDARDS ,ff • Registered Land Surveyor signature and company ? ? • Buiiding Permit Appiicant ? ? • Legal description ~ ? f6 • Address - yv1oJt +a -3* , 0 • North arrow and scale .0 00 • House type (rambier, waikout, spfit w/o, split entry, lookout, etc.) D ? • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name~ SktL.J CW-dc-Sct,c Bt4b61e, w/S~re,t,~ Na„~e., see. /J~3e.S or+ $~'d .Ja' ?~f • Driveway (grade & width - in R/W and back of curb, 22' max.) Sl~,w „~f ? ? • Lot Sguare Footage ~l P4- ~ ~~~r~ Cp~~s• ? ? • Lot Coverage . ELEVATIONS Existina ? 0 • Sewer service (or Proposed) ,9 ? ? • Property corners ? JK ? • Top of curb at the driveway and property line extensions X • Elevations of any existing adjacent homes p' ? 0 • Adequate footing depth of structures due to adjacent utility trenches fd ? ? • Waterways (pond, stream, etc.) Proposed .,d ? 0 • Garage floor ~ ? ? • Basement floor ? 0 • Lowest exposed elevation (walkout/window) ? ? • Property comers • Front and rear of home at the foundation PONDING AREA (if applicable) ? ~1l • Easement line - 4--40 - $t.tdok rnn SW/!eq • , ?~"'a ~9 NWL W Hw~ Cc•~c" S~~Ja~ S'I~S one, e-)e.~ , ~t.`o~ --tJe, nl~¢eQ 60`~'~, a1W1. €~11J~-- ~cw,d 1~ D ~ • Pond # designation A441.4 ~ ~bI,o Q~,J ~?,0' 66 • Emergency Overflow Elevation 874• 0 .B, 0 • Pond/VNetland buffer delineation DIMENSIONS 0 ? • Lot lines/Bearings & dimensions ?V ? • Right-of-way and street width (to back of curb) .d • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. / (i.e. all structures requiring permanent footings) 0,e( • Show all easements of record and any City utilities within those easements Xa4d 1,!'E5m+. OZ 0? • Setbacks of proposed structure and side ard setback of adjacent existing structures Ja- 0 • Retaining wall requirements, i an ni' y" i ; V iWls- Reviewed: ~ ~j Name Da e 3:(FORMS/Building Permit Application Rev. 12-16-03 Efi`9GAN lcNOWEERUNG DElio 3: 1 Ma&SVPii9um soapa OP Re$a9P8Vn~jo Be RequUred ~ ~t °p t ?0 j 869.6 Existing Ret. Wall ,0!'{~ 12 I ` • ~ ~ ` r i f ~ i ' r 8"EL : r. 875f6 . , ~ ) i • j / ~ t s i 'o'. I f ~ t 382 5• l' eaz~ S89'50'43"E 200.00 8.85.1 3 34.8,~ 6 f+ ~ .3 i f f ' ~f . 3,t r il : ' ( r ~ < f 880,4 Pond ~ S`T I ~ Ff EP-2.1 &"EL~, r` ~ G.? • ~ E 3 } EIev=865.0 .~7T' • ! I 11 (~g ~ ~+•E'LMr` ( ( ~ • : f ~ ~ • , ~iw L 8.0 871E5~ ; • O 0 HWL= 72.9 /z o~ 4 873.4, f i t o~ r E M , 0 _f O. E.O.F = 879•0 = /h 87DL .:8'+~• < I ; LM;` ; CH RY Q Drainage & Utility ~ 70. ` ~ . Easement IbJP6~ f 2.:12~ r~ T=876.0 ~ ~ , ~,,F j ~ . • ~ , I~ a=e72.0 ~ti ( `STRMMH ~ FES 51 , 7~~8 ~ ~ 866.6 ~ , 6'•'~HERR' N I r 1 . ~ `...',c~ , ~ N7~•225 8 . ?%a:<• f874.5 A3s% , m Q p rIo p E ~ . "a " • ~t~ ! ,%2- ~ "CHERRY ~ ~ O ~ 8 •.4::::::: 87~8 LM5 , 5 O : < ~ , r f ~~b~ ~ ~ . 3 rr~t wone ` *u~~'• . . 16 ' 0 ^H ~ •L•4 , 5 AS S7 877.8 857.6 o ; ~ ; ..iyf77-7- ; ; . ::::;.•'%~g"p~SH ~~.0• ~ B ~ ..0 t 8• 0'0 6 pp 4. 2-14 5Q " H•..'t 881.8 187 i~ 'i Ul . T / 0Lo 4 o . ~ s f aa. :e >:;::r> . r' ~°j I 10 . i ~ s.oo vi Y 0h .•16 CHER. •::;:•6"A9H' (9L7.6 8 E±84~ 6 ~ ~ C~ f ~ 2. ~ •o o/.. 5° LM p •00 . 1 ~ ~ ~ f O,~i 4.5p, ~ € ~ I . • ~ o , o g . • ~ i r .sss:o prp O:pp • ~ W I G~~.9e 5..OA 6Sed Q..,. - *A LE' • ~ ~ .883.~ " ~ for N 8. p 885.3 I°-00., < _....r.3r.a:.^ jo' 22"CHERRY ,].O~-.(~ "ON B"COTTQN 885.,4 • ~ ~8 4.3 ii'. . ~ +y ~ f---. O ~ 83.;> I • , 2~p~ ~ 885.1~., 885.9 B.g~Q2 T4N ; yoo CO N ! - d co .roN.~: . ~ " YtoN~ e' ~ 85f -a~.~ `~a G• ~J ~ 888.1 1 BI APPTS?,tc` I er• ~.8 ~ ~ .03 885J I ' ~o z 6 I J ~ . 85 ~ - ' SANMH g~_: . .4 PINE - ..T..~.. o o'-- - - - ` - ~°jL 864.4 887.6_ % T-.°• 885.2 vi ! o i ~ / 89D.1 890.0 ' " 888.1 887.2 •.~~a4.0 N89°5 43 W z 3 07 687.2 B: 9o T_89o.o ~ T? 643,0 ; ~ + ~ e=eae.o L 0 T 14 .f R =892,5 Ll0 T15894.4 „ 3 o 6.0 . . . . ~ , . , . . ~ . ~ . ~ Exist. Home 900.3 894.2 i LOT SQ. FOOTAGE = 31,096 HSE SQ. FOOTAGE = 4,696 I MPER VlOUS CO VERA GE = 15% ROPOSED ELEVATIONS ~ REGISTERED BENCHMARK, )p of Foundation = 886.4 LAND arage Floor = 886.0 SURVCYOR - 3sement Floor = 878.3 ' N°. 14376 )rox. Sewer Service = $70•0 °go -oposed Elev. _ - Uw~ j~A,MIN. SETBACK REQUIREMENTS //10I1(111f111~\ cisting Elev. = Front - House Side -ainage Directions - motes Offset Stake SCALE: 1 inch = 30 feet Rear - Garage Side - I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION JOB N0: fiEDLUND OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 04R-583 BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BoOK: PAGE:'; 'LANNINC ENGINEERINC SURYEYlNG , 2005 Pin Oak Drive r Eagan, MN 55122 DATE CAD FILE: Phone: (651) 405-6600 EY D. LINDGREN, AND SURVEYOR . Fax :(651) 405-6606 MINNESOTA LICENSE NUMBER 14376 Misc-04 I n ~ C! _ lt "'gg~`iZ, yf , ijY Y~ 5~ G RECEIVED ~0 CT 2 Q 2004 . EAGA(v ~ ENGINEERING DEPARTMENT Job Name: TGS CONST Truss ID: F t: 1 BRG X-LOC REACT SIZE REQ'D TC 4x2 SPF #1/#2-CAN + + + + + + + + + + + + + + + + + + + + + + 1 0- 1-12 494 3.50" 1.50" BC 4x2 SPf #1/#2-CAN ~ For floor applications (not roofs) 2x6 min. Panel Lengths • 2 12- 8- 5 1572 3.50 1.50" WEB 4x2 SPF #1/#2-CAN strongback bridginy, or cross bridging (per Std = 2-5-3 3 31- 0- 8 1624 3.50 1.50" 2-4x2 SPF #1/N2-CAN 6-26, 16-32 ANSI/7PI), is required at 10' O.C. or less. 1-2 2-10-5 5-6 1-10-13 4 44- 6- 8 535 3.50" 1.50" p7ating spec • ANSI/TPI - 1995 + + + + + + + + + + + + + + + + + + + + + + 6-7 1-10-7 15-16 1-1-4 BRG REQUIREMENTS shown are based ONLY rypTE:MAXIMIMUM TRUSS SPACING IS 19.2 " O.C. Ribbon blocks have not been designed to 16-17 1-0-8 21-22 2-4-12 on the truss materiai at each bearing THIS DESIGN IS THE COMPOSITE RESULT OF support the point load(s) shown. MAX DEFLECTION (span) : MULTIPLE LOAD CASES. They may be attached with (4)10d nails. L/999 IN MEM 29-30 (LIVE) IRC/IBC truss plate values are based on Loads at the truss ends must be applied - L= -0.10" D= -0.04" T= -0.14" testing and approval as required by IBC 1703 directly to the chord. CRITIfAL MEMBER FORCES: and ANSI/TPI and aPe rePorted in available Mark all interior bearin9 locations. 7C COMP . <DUR . TENS.(OUR. i-2 o(i.oo)/ 0(1.00~ CSI o.la documents such as ICBO #1607. Install interior support(s) before erection. 2 -3 -es7<1.00 / 181(1.00) 0.35 End verticals designed for axial loads only. 3-4 -s57<1.003/ 181(1.00) 0.26 REPAIR: Extensions above or below the truss rofile a-s -154(1.00)/ 773<1.oa o.ai P s-e / i4sa(i.oo; o.si THE SPIICE PIATES AT 702NT5 8 AND 28 ARE LOOSE (if any) require additional consideration 6-7 / iase(i.oo o.si AND WEB 9-27 HAS BEEN PULLED LOOSE AT JOINT 9. (by others) for horiz. 7oads on the bldg. 7-8 / 431(1.00 0.32 . e-e c / asi i.oo 0.36 UNLESS NOTED OTHERWISE, ALL PLATES MUST BE io-ii -iisi(i:oo~% i9~i:oo o:is FULLY INTACT AND PRESSED IN THE WOOD PER TPI. REPAIR 2: u-iz -ioaz i.ao)/ 83 1.00 0.24 A 9" BY 11" HOLE WAS CUT OUT OF THE GUSSET 12-13 -1042 1.00)/ 83~i.oo 0.23 qDEQUATELY SUPPORT THE TRUSS UNTIL THE REPAIR BELOW JOINT 9. THE ORIGINAL REPAIR WAS DONE 13-14 -1042(1.00)/ 83(1.00 0.26 ia-is / ea(i.oo o.4a IS COMPLETED. WITN 3/4" PLYWOOD INSTEAD OF THE 7/16" SPECIFIED. 15-16 / 1552 1.00 0.63 ~ ie-i~ / issz i.oo o.ez * APPLY A 3/8" BEAD OF STRUfI'URAL GLUE TO ALL 17-18 -s3aci.oosasci.oo; 0.26 COVERED MEMBERS. NO ADDITIONAI REPAIR ZS REQUIRED. 18-19 -533(1.00 / 548(i.oo 0.26 AT'fACH 7/16", APA ( MIN. SPAN RATING OF 24 16 zo-ii -s o~i:°oo~j 69(1.00~ o:is EXPOSURE 1, PLYWOOD ( OR OSB) TO EACH FACE, UNLESS zi-zz o i.ao / oci.oo 0.26 NOTED OTHERWISE, WITH 6d NAILS @ 1.5" O.C. STAGGERED ec COMP.(DUR. / TENS. OU0.. CSI IN ALL COVERED MEMBERS. TNE NAILING SPECIFIED SHALL 23-24 -54(1.00 / ssa~i.oo o.si gE DISTRIBUTED ALONG THE FULL LENGTH OF THE GUSSETS - 24-25 =446 1.00 / 668(1.00 0.31 25-26 -790 1.00 / iz~<i.oo o.oe AND ALONG THE FULL LENGTH OF THE WEBS AND CHORDS COVERED. 26-27 -474 i.oo / o.oe IF STACKED CHORDS OR WEBS ARE PRESENT, NAIL AS SPECIFIED IN E I z7-za -i+e(i.oo / ssa i.ao o.zs IN EACH. ZS-29 -148(1.00 / 658 1.003 0.27 29-30 -18(1.00 / 1260 1.00) 0.44 - 30-31 -278 1 1. .00 / 439(1.00) 0.20 - 31-32 -869 00 / 0.09 32-33 -986 1.00 / 0.09 2-5-4 . . 33-34 -276 1.00 / 919 1.00) 0.32 3.5., 34-35 -276~i.o919~i.oo) 0.36 0-1-8 5-7-4 12-8-514-9-0 31-0-8 ~-5-8 g" X 11 HOIE 35-36 / 653(1.00) o. zs i WB COMP. DUR. / rens.coua.) csi 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1-23 -113 1.00 / 0.02 2-23 -760 1.00 / 61(1.00) 0.19 3-6 3-8 4-6 2-24 -150 1.00 / 221(1.00) 0.06 n-za -iasci.oo>/ 0.03 3-4 3-4 3-4 W=3-4 34 W=3-4 3-4 3-4 3-4. 4-24 / 429(1.00) 0.12 s-zs =sis(i.oo)/ o.i7 1.5-3 1.5-3 4-6 4-6 1.5-3 1.53 4-6 1.5-3 1.5-3 1.5-3 5-25 / 463(1.00) 0.13 -r 5-26 -1068`1.00 / 0.19 T 6-26 -156(i.oo~/ . o.oi1-8-0 1-g-p . 7-26 -liaz(1.oo)/ 0.23 1 y 7-27 / 576(1.00) 0.16 s-v -iom(x.oo)/ 0.22 ~ 3-4 3~ 4-6 w=3-43-5 3-6 4_6 3-10 3-4 3-5 9-29 ( / 645(1.00) 0.18 ii-zs -ivz(i:o°o~% ss(i.oo) u:oa 12-8 5 8 2 9" X 11" HOLE 31-0-8 5-6 W-3"`l 84 11-30 -338(1.00)/ S(1.00) 0.07 - - 1430 _197~1 ~soci.ao> °o:ii 20" X 96" GUSSET - ia-si -iisa(i.oo)/ a.zs 15-31 / 649(1.00) 0.18 15-3: -1051 ~.oo ~ 0.17 1 CC~:K'I'I~Y "1"ilA'I"C't1~S i't.A~v, sr~:- 16-32 -58 1.00 / 0.00 23 24 25 26 27 28 29 ' 30 31 32 33 34 35 36 / o. 17-32 -925 1.00 'CIFICA,~~~~ Olt REpORT 4S PREP'~I;ED 17-33 / ion(i.oo) 0.15 3o i qq_1p~ 3IY3rIV OtTt3~IpGt~i4[YD312EC7`5l1'EIt''16i0N18-33 -204(1.00 / 0.03 19-33 -633(1.00 / 0.13 19-35 / 252(1.00) 0.07 AitifI) I r'~.?VI a1~ ~)~~IsV R~"+..~`~I`~`CRED jxktO^ 20-35 -195(1.00 / a.os OVER 4 SUPPORTS 21-35 -82~i.oo~~ 384(1.00) 0.11 I'~E.SS~:~.~~V11I. Ed+iGTiVEEtt U'~t3£R Tt~IE LAWS zias -~n i.oo / 0.16 ()F'1'f(E .~"r11 22-36 -97(1.00)/ 0.01 C1t7t:~ C. F. itI.TFR ' I)A°rE x~>~:r,rru,~rrr~;v NCa.23966 7ru w Ig stems~l~tes~re 20 a. unless shown bdy "18'(18Raa "H"(~6,Ra.3 r"MX" ~WMX 20 ~osiUon@d pgr Joint Petails Reon. 5/10/2005 Circ~e~ f~tes an fa se me ates are osmone as show a ove. bi bge stud ates to av d o eda wdh S NCIUra Iates o sta le . PH; 612-454-3610 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. cust: STOCK EAGAN This design is ror an Indivtdual buiWinp wmponeirt not tivss system. tt has been based on spedficaflons provided 6y the wmponeM manutacturer W0: Dri ve_P_29412_L00005_J00001 FAX 612-454-8556 and dOne in accordance with the wrrent versbns of TPI antl AFPA design starMaMS. No responsibility is assumed tor dimensbnal accuracy: Dimensions 1-800-488-3610 are td;be verified by the amponeM manufaclurer and/or bulMing deslgner prlor to fabrication. The build'mg designer must ascertain that the baUS Dsgn r: 1006 #LC = 8 Wf : 244# Wlized on Mis design meet or ezteed the badinp Imposed by the bcal buiidinp code and the parUwlar application. The design assumes Ihat tlie top chord TC Li ve 40.00 psf DU rFdes L=1.00 P=1. 00 is lateralty braceE by the roo/ or tloor sheathfng aM Me bodom chord is Wteraly breced by s ripid sheathirp material tliredly adached, unless otherv?ise . noted. BraGnp sMwn is for laterat support of comporreMS members only M reduce buckllnp lerpth. This compomnt shall not be placed in any TC Dead 10 . 00 psf Rep Mb r Bnd 1.15 VILLAUME INDUSTRIES~ jN benvironmeirtthatwfUCauseMemolslurecoMeMOfMewooAtaexceedt9%and/orwuseconnecrorplatemrtosbn. Fabrkate,handk,instau BC Live 0.00 psf Rep Mbr Comp 1.00 2926 LONE OAK CIRCLE nd brace this tnias in aaordar~ce wNh the wibwinp standardr.'.bint arM Cuninp oetan RepoAS' available as output from Truswal sortware, Rep Mb r Tens 1.00 . ST. PAUL, MINNESOTA 55121 'ANSVrPi1','WTCA1'-WOOdTrussCoundlofAmerkaStaMarADesipnResponsiDilities,'BUILDINGCOMPONENTSAFETYINFORMATIOM• 8C DEdCI 5.00 p5f Q.C.Spaeing 1- 7- 3. (BCSI 1-03) aM'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institufe (TP1) is bpted at 583 D'Ono(rb Drive, Madison, Desi gn Spec IRC - TRUSPLU$ 6. 0 VER : T6. 4.1 Whmnsin 53719. The AmeAcan Forest and Paper AssodaUOn (AFPA) is bcated at 1111 19th Street, Nw, Ste eoo, washinpron, DC 2003e. TOTAL 55.00 psf DEFL RATIO: L/480 TC • L/48 eee A~~ ~ ~eo& all comments before 11 29 04 are in file folder for this add. only issuse left are venting in attic space of fireplace& cooling unit. there was no ridge venting & it was raining in attic space over main bedroom . contractor was on site and will take care of the issues 12/3/04 Stone & brick -ok to start stone on south side of garage lathe ok (6' from grade) 1/18/05 Fireplace TM -free standing in porch ok -no gas line test -still have correction from above 1/20/05 TM CORRECTIONS -spoke with John from VOGUE Homes about the remaining corrections listed below that the City is aware of as of this date. -Elevator final -splash pan for unit in attic space -vent pipe clearance for lower fireplace that runs behind cabinates thru attic space, the clearance in attic space and support -manufacture specs for efis termination at grade(OK TZ ) -ridge venting in attic space -attic access in bonus room 02/10/05 JTW final - add termination cap for vent pipe at north side DONE jtw - under side of the porch floor is unfinished - no gas line run to free standing gas stove in the porch (partial, run to grade, no air test) - dry in pentration at the elec box over the lower level garage door - unfinished clothes shoot from the bonus room hall to the 1 st floor laundry (add fire blocking) galv liner? DONE jtw - 2-1/2" step at the bonus room (step under 4" must be ramped) - no attic access at the north corners of the bonus room (barely 30" of head room) OK jtw - move closet organiser to provide clear access to attic access in the 2nd flr front bedroom DONE jtw - seal all attic access - check comPonents of air handler to see if theY fit ~ through 19" X29" attic access provide mfg spec sheet showing component size see 2000 IMC 306.3 - no disaster pan under attic air handler (see 2000 IMC 307.2.3) - defective smoke detector lst flr bedroom DONE jtw - seal penetrations in garage fire seperation wall add fire collar to sink drain at upper and lower garages , provide rated cover plate for central vac outlet , provided rated access panel for in floor heat maifold at upper garage Patch hole in drywall DONE jtw - check with TZ on inspection of bsmt firplace flue passing through the attic (Not accessible) - locate second cleanout for the island vent in the lcitchen DONE jtw - provide the appliance balance sheet - balance the HRV DONE jtw - provide ORSAT test on the boiler DONE jtw - verify final inspection on the elevator Date 02/08/2005 Page 1 . . Permit Inspections Entry Comments 141045,ea ra /91ftn /7.-,-^ Identification: EA066977 - 902 Wild Rose Ct Comments: 11/05/04 TTW footings ~ - DO NOT POUR FOOTINGS AS PER ENGINEERING (survey shows retaining wall on the properiy line on top of sanitary sewer line) {OK to proceed as per John Gorder} - Post address - add 1- 30 X30 X 12" pad as per the approved plan - add 2- 24 X 24 X 12" pads as per the approved plan - footings were excavated deeper than planned to reach adequate bearing soil. the NW corner the footing is approx 13' below the bsmt slab - west deck footing is to close to the edge of excavation. Do not pour until after back fill is compacted - provide compacrion report for lower level back fill before pouring interior footings at the stairway - call for partial foundation inspection before backfilling lower foundation wall up to bsmt level DONE - provide engineering for any foundation wall over 9' (from slab to floor above) or supporting more than 9' of unbalanced fill [RCV'D 11/17/04] 11/08/04 JTW footings - submit an addendum showing taller foundarion wall - at the south side DONE - any changes in elevarion or drainage must be approved by Ctiy of Eagan engineering [Revised survey submitted 11/16/04] 119 04 foundarion looked at 6 ft of wall hieght on wall next to pond back fill will be on both sides 11 16 04 tz recieved new surveys & need to be approved by engineering need to verify after approval 11/16/04 J'I'W foundation - interior foundation insulation at the walk out wall OK to cover 11/17/04 JTW Foundation , - Received and approved engineering for raising the South foundation wall 13 crs 12" block plus 3 crs 8" block Engineering must be attached to the approved plan 11/22/04 TTW foundarion - Stairwell footings were poured without an inspection (not consolidated very well) - provide compaction report for back fill at staiwell footings - clean the streetsDONE jtw - still need 3 courses of 8" block on the south and east walls DONE jtw - remove concrete rubble before backf'ill OK to back fill south and east walls and the garage - verify that bracing is adequately anchored before backfill Date 02/08/2005 ` Page 2 f Permit Inspections Entry Comments Identification: EA066977 - 902 Wild Rose Ct Comments: ~ 12/06/04 Per Terry Zelenka & Dale Schoeppner (ld) No CO to be issued until Engineering approves the as built survey's showing the walls pipes for drainage and the sewer lines and elevations. 01/26/04 JTW Fireplace RI - all framing must be in place for fireplace RI DONE jtw - still need compacrion report for footings poured on backfill DONE jtw - provide engineers letter for top three courses of block that were not inspected at the south and east wall DONE jtw - approved plan must be available on the job site - post address DONE jtw 13105 TZ 1 NEED BRACED WALL LINE FRONT OF GARAGE ~ (not required jtw meets standard definition) 2 PROVIDE MAN. SPECS. FOR HANGERS HOLDING FLOOR TRUSSES IN LIVING ROOM & FAMILY ROOM 3 PROVIDE SPEC. FOR BRACING 20FT WALL, GARAGE TO HOUSE 4 02/08/05 TI'W footings partial , - recieved compacrion report - call for inspecrion before pouring new footing for the East porch - if footings for stairwell are relocated call for inspection before pourin g 02/08/05 JTW firplace RI - fireblock dead space at fust floor fireplace enclosure (2nd floor OK to cover) 02/08/05 JTW framing - seal bath fan housings - add vapor barrier backer at shallow elec boxes (master bath) - add 1 more ply to header at the the den (needs 3- 11-7/8) - nail off hanger at roof truss above 2nd flr laundry - back nail wishbone trusses without hangers - add attic access at first floor attic - check bearing points of front (west) porch trusses - add fire blocking at the dead space at the office (next to front foyer) - add fire blocking at the ends of the arch in the dining rm - provide spec for headers supporting floor trusses at the Date 02/15/2005 Page 1 Permit Inspections Entry Comments Identification: EA066977 - 902 Wild Rose Ct Comments: SEE PARCEL FILE FOR COMMENTS PREVIOUS TO THIS DATE (PRiNTED AND ERASED TO MAKE ROOM FOR MORE COMMENTS) 12/06/04 Per Terry Zelenka & Dale Schoeppner (ld) . No CO to be issued until Engineering approves the as built survey's showing the walls pipes for drainage and the sewer lines and elevations. 02/08/05 TTW footings partial - recieved compaction report - call for inspection before pouring new footing for the East porch - if footings for stairwell are relocated call for inspecrion before E Pourmg f 02/08/05 JTW firplace - fireblock dead space at first floor fueplace enclosure (2nd floor OK to cover) DONE jtw 02/08/05 J'TW framing - seal bath fan housings DONE jtw ~C~ a - add vapor barrier backer at shallow elec boxes (master bath) DONE jtw ~ - add attic access at first floor attic DONE jtw - add fire blocking at the dead space at the office (next to front foyer) DONE jtw - add fire blocking at the ends of the arch in the dining rxn DONE jtw - - provide mfg spec for # of king studs required at window opening at the stairwell DONE jtw - provide truss mfg spec for altered trusses H- K (vert member removed at bearing point) DONE jtw - provide truss xnfg OK for eliminating truss GG1 DONE jtw - missing truss specs for the C series and the J series (hip packages) DONE jtw - add lateral bracing as per mfg truss specs DONE ml ( trusses V, V 1,Q series, P series & first floor package over garage) - provide design spec for db19-1/2 LVL header over mstr tub supporting roof trusses DONE jtw - provide a min 30" of head room at the attic access (2nd flr) DONE jtw - max 8' span on 2X6 hand framed rafters DONE jtw 02/14/05 JTW (previous corrections restated) - add scab to truss CTS as per truss mfg spec (2 X north side of mstr bdrm, hip jack) DONE jtw - nail off mulri ply girder trusses as per mfg truss spec (2 nails per foot in all members, both sides)truss F,S & V ` DONE jtw - nail off hanger truss K at truss M DONE jtw ~ - nail off hangers at truss H& H1 DONE jtw - add missing hangers at truss E(foyer) DONE jtw - nail off hanger at roof truss above 2nd flr laundry DONE jtw - back nail wishbone trusses without hangers (laundry) DONE jtw - add 1 more ply to header at the the den (needs 3- 11-7/8) DONE jtw - add nuts and washers at all sill plates DONE jtw . , Date 02/15/2005 Page 2 , . Permit Inspections Entry Comments Identification: EA066977 - 902 Wild Rose Ct Comments: - mfg fix for truss F not ready DONE jtw - provide spec for headers supporting floor trusses at the dining room (back hall) DONE jtw - provide mfg spec for spacing of rimberstrand studs in 20' tall wall DONE jtw - check bearing points of front (west) porch trusses (provide mfg fix) DONE jtw - framing not complete at stairwell walls (missed the footing) - provide bearing point at north end of header at the back hall behind dining room (LL) - provide engineers opinion for bracing the top of the foundation wall where floor trusses run parrallel and there is a 4 ply sill plate - - provide engineers analysis of cracked foundation at the back of the garage OK to insulate lst & 2nd floor & Garage**** ~ R r Easement Na _1056 Section No. _14 CITY OF EAGAN DATE: 1-04-05 TRANSMITTAL OF EASEMENTS TO: Bob Bauer FROM: Bruce Allen PROJ # NJA CUNTRACT# EASEMENT TYPE ? Utility 0 Other ? Utility & Drainage 0 Street 0 Permanent ? Trailway ? Temporary 0 Ingress-Egress Expiration Date: Location: Lot 13, Blk 1, Rayal Oaks Parcel I,D.• Contact Person Tamer Sinonsy Address: . 1750 Skater Cir. City, State, Zip: Eagan, MN 55121 Phone: 651-230-9123 DESIGN ENGINEER/SURVEYOR PROJECT ENGINEER , Name: Name• Address: Address: ' City, State, Zip: City, State, Zip: Phone• Phone• PROJECT SCHEDULE Plan Approval Contract Award Estimated Canstruction 5tart Estimated Project Completion COMMENTS: Bob: Please prepare the attached utitity easement aud return for signatures. Thank You. Bruce Allen cc: v ? ~ Nw 34.85~ '4 COR _ r ~ g / NOfETM y,g ¢ Y~~~~..d` ~ ~ ~t ~ d 3 ~ IU, ,3 y ~ ~;+kp £r..,.4r Y 8c:.5> f i J ~,P O~ + = CD U)s,? /12~1 EXIST. STORM I jft` 12 qC SEWER FE~, u~, ,~t; ?tkl t~_5 ~ '"~Cf . 3 $ 7 . 5 . ~ ~ ~ f~t~~ m s ;a ~ ~ ~ & ~ ;a g ~ _ L o t 13 N $ Lt,~-., £ ' . J 9.I 5'+.'rix,...,.,_ _ . . . j . p' Pr oposed (D House , , ' ` .1 ~ " ~ °?r• ~ r f ~ ~ 6 13 0 ~ 0~ ~S t ~ W drainage & ufilitji~easement 20.00 in wr~th over, ~der anct~a~ross Lot 13, Block 1, Royal Oaks, th~e tenterline ofMw}ck ~s describedLLas-#ollows: Y ~D Gornmencing.,:atthe northwest co`rt~ isaid I*~t 13, the ..~th;~a~ , SojUth,-89[-°50'43" Eas# adistarace of 34..8511; the~ce~~ . N`,`-A H o. ~ f~ ~ : . 1 ~ ~ ~~01 d~~~3-0" st~~~stance of 42.51, thence-5t~ 39°494 ~ N ,AI H 0 7. 84'. to the_point of beginning of the ~E3`~ ~ . ~ w ~ el~~~~~N ~ line to be dettribed, thence South34_' 573oti~~~~~nce of 27.07', thence North 78°58'39" West to a pointtwest line of said lot 13 and there terminating. The sidelines of said easement shall,be lengthened or shortened to end on the ~ west lof li'ne and the`plat~ed drainage & utility easement. Proposed Utility Easement 01-04-05 City of Eagan Lot 13, Blk. 1, Royal Oaks • LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: ~I i3~ (~Q~~S G~Z f SZ DE OF SURVEY: LATEST REVISION: IO~/~OS d cc ~ C3 O z Q DOCUMENT STANDARDS ? p . Registered Land Surveyor signature and company ~ ? p . Buiiding Permit Applicant ;2' ? ? . Legal description ~ ? ? • Address ? 0 • North arrow and scale ? p • House type (rambler, walkout, split wlo, split entry, lookout, etc.) ? • Directional drainage arrows with slope/gradient % p • Proposedlexisting sewer and water services & invert elevation ~ ? p • Street name . Driveway (grade & width - in R/W and back of curb, 22' max.) ~ ? ? • Lot Square Footage p- p p • Lot Coverage ELEVATIONS Existin ? J~ • Property corners p,~ . Top of curb at the driveway and property line extensions ~ p? • Elevations of any existing adjacent homes Jr7 • Adequate footing depth of structures due to adjacent utility trenches ~ p ? • Waterways (pond, stream, etc.) Proposed ,g ? ? • Garage floor ~ ? p . Basement floor ? p . Lowest exposed elevation (walkout/window) ? /E( . Property corners p • Front and rear of home at the foundation PONDING AREA (if applicable) ~ ? IZ . Easemenf line- ~~,__Q~_~ ~ ? ? • NWL ~ C.vUUh'JVvrtQ-~ ~z~ob ~ ? ? • HWL ~ ? ? • Pond # designation 0 0• Emergency Overflow Elevation 'z ? • Pond/Wetland buffer delineation y . Shoreland Zoning Overlay District y • Conservation Easements DIMENSIONS ~ p ? . Lot lines/Bearings & dimensions pX ? . Right-of-way and street width (to back of curb) D 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ~ Show all easements of record and any City utilities within those easements-Sea~,Oli:&t# f..~.. • Setbacks of proposed structure and ' eyard setback of adjacent existing structures ? ? . Retaining wall requirements: Reviewed By: Date %d ~ G:lFORMS/Building PermitApplication Rev. 11-26-04 r" t , , Cert~ ~c a te As-Bui WILD ROSE COURT ~ SURVEY F : TGS Construction , DESCRIBED6 ' Lot 13, Block yal Oaks, City of Eagan, Dakqta County, Minneso{la easements of record. IExist. Home ' ~ J I j 902 e82.6 881.5 I ~ WILD ROSE COURT ~ I ~ ~ ~ - - By v~., P 4+J I I 0.00--I ~ I Existing Ret. Wall I / 882$~ ~ S89°50'43"E 200.00 I 885.1 I 0 w 885.1 r -4I 1.13 ~ L------------- , ol ~ ~ NI 1 J/ ~ AI I ~I Pond EP-2.1 //~y.• I o ` Elev=865.0 / I ~ I , I I. I Cl ~ I ° I ~ A~ I ~ • • ~ o /h I I ES Drainage & Utility l J ~ I I 67.3 Easement ~ \ ~870.8 ~pes~ !v~ - ~ ~ _ ( ~ 3ryo ~0 ' 867.8 C/) I ~ ~0~0090 ~~~1 • i 877.M ~~o~~ 870.7 O p1 I o o ~Z I N8 939T___~/~ 60.6 87T=884.30878.7et wan Layad out on Ground 875.6 I O - / =879:4 I ~ 5 J 879.5 879.7 I i rrj ~=8 4.3 ~ - I =8 2.6 ^.Op v°> 16. 879.7 880.0 I " =8~6.5 'q lg, I .C~11 B=884.5 . 879.2 ~ O I ~ I T o 888.0 I ~ n b APProx briviway 8=886:1 2~~ ro°. 0 4.5 De~k ~ (TempiRo ) ° R~t w,u I 886.4 N G0,o9e St $o ed 20.00 0 8-879 5 I I o<{.0 p 12,s ory N I8, 0 =888.0 I ~ LN 3.4 W/o 6=882.0 ~ p 15 I 886.2 ~ 29.00 0~c~ I I 6 ~ r=sso.s • ; I ~ I 2gB=887.6\ 36I I ~p pprox . T-889.5 0~ N I 1 B=8871 ~Z SANMH r ----------=Rut w;n ------~-J ~ 884.4 1 N SANMH T=894.2 µs, wo0 887.9 6=890.4 0 887.2 884• asa.o 89°50'43' W 203.07 2 894.4 3:1 Maximun Slopes or Retaining Wall ViII be Required . ~ . ~ . . ~ Exist. Home 894.2 • 900.3 i LOT SQ. FOOTAGE = 31)096 HSE SQ. FOOTAGE = 4, 696 IMPERVIOUS COVERAGE = 15% ~,~t0.~G~Q^^~7'."~6n• PROPOSED ELEVATIONS BENCHMARK, Top of Foundation = 888,7 ;'~:G0~~ERED L~i~D Garage Floor = 886.5 ~,.:5 ' ~ ~ ~ ~ . Revised Compaction Testing Report Proposed House 902 Wild Rose Court Eagan, Minnesota Prepared for TGS Construction Professional Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesot . Henry loo, PE Associate - Senior Engineer License Number: 21140 February 1, 2005 Project BL-04-07595 Braun Intertec Corporation BRAV N Braun Intertec Corporation Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INTERTEC Minneapolis, MN 55438 Web: brauniniertec.com February l, 2005 Project BL-04-07595 Mr. Tamer Sinousy TGS Construction 1750 Skater Circle Eagan, MN 55122 Dear Mr. Sinousy: Re: Revised Compaction Testing, Proposed House, 902 Wild Rose Court, Eagan, Minnesota As you requested, we have completed compaction tests at the house at 902 Wild Rose Court in Eagan, Minnesota.. The purpose of the compaction testing was to evaluate the compaction procedures being used by the contractor and to determine if the fill placed has been compacted to meet minimum compaction specifications. This report has been revised because the original report had mistakenly switched the north and south directions on the compaction tests. Background We were requested to test the compaction of sand fill placed inside an already constructed basement for the house. When we arrived on site, the basement footings and walls had already been constructed. We were informed that the basement footings were extended down to natural soils and that sand fill had been placed inside the basement walls to establish basement subgrade elevation. Compaction Testing Two compaction tests were taken on the surface of the sand fill tliat had been placed and compacted within the basement. Both tests met the minimum compaction requirement of 95 percent of the standard Proctor density (ASTM D 698). However, we were informed that the sand fill placed in the front center of the basement was from 3 to 5 feet thick. This area was to support interior footings. A shallow hand auger boring was extended into the sand fill to a depth of approximately 3 feet to further evaluate the density of this soil. Based on the effort required to advance the hand boring, these soils were judged to be adequately compacted. Conclusions Based on the results of our compaction tests and hand auger boring, it is our opinion that the sand fill placed within this basement area has been compacted to minimum compaction requirements. However, we did not observe or evaluate the soils below the sand fill or the soils below the foundations. - Proa;idirig engineering arid eiivironmental solutions sirice 195' I _ C TGS Construction ~ Proj ect BL-04-07595 February 1, 2005 Page 2 General Remarks Standard penetration test borings with power equipment were not taken to evaluate the soils at depth. However, based on the exposed soils, the area geology, and our hand auger probe results, it is our professional opinion the risk of detrimental settlement due to poor soils at depth is small. It is our opinion that it is reasonable you assume it. The cost for taking penetration test borings to better define this risk does not appear warranted. If you are unwilling to assume this risk, test borings should be taken. Services performed by Braun Intertec for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied, is made. If you have any questions or require additional services, please call Henry Vloo at (952) 995-2238. Sincerely, BRAUN INTERT C CORPORATION 4i~441 Henry Vloo, PE Associate - Senior Engineer Attachment: Compaction Tests 1 and 2 ipu B RAUN Braun Interfec Corporation Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INTERTEC Minneapolis, MN 55438 Web: brauninterfec.com Report of Field Compaction Tests Date: February l, 2005 Project: BL-04-07595 Report: 1 Client: Project Description: Tamer Sinousy Proposed House TGS Construction 902 Wild Rose Court 1750 Skater Circle Eagan, Minnesota Eagan, MN 55122 Inplace Specified Soil Optimum Max. Lab Inplace Dry Relative Minimum ID and Moisture* Dry Density* Moisture Density Compaction Compact. Test Date Type Classification (°/a) (pcfl (pcf) (°/a) Comments 1 11/16/04 N P-1: SP 12.0 117.4 11 113 96 95 A 2 11/16/04 N P-1: SP 12.0 117.4 10 112 95 95 A Key: N= Nuclear, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. O.M. and M.L.D.D. rounded to nearest 0.1 C= Test results comply with air-voids specifications. Test Test Location Elevation 1 Lot 13, Block 1: 10'S, 45'W of NE Building Corner 99 1/2 2 Lot 13, Block l: 8'S, 50'W ofNE Building Corner 99 1/2 Elevation Reference: Basement Finished Grade = 100' c. Brau Intertec Corp ation 144~ enry Vlo , PE Associate - Senior Engineer Providin,; engineerino and ena,ironmental solutions since 1957 ~ N16. 2004 5:19FM 'Al No. 0145 P. 2 (IEWED o Amer~ PROJECI !pull u WlLn 9~2.g 4T e,T, INSPECTiON§46Qfjkj oF ~ oA,E ro Engineering Services, Ltd. 19840 Red 'V~ing ~lvd. ca~cuv~sEO sY,~ ~0~~_F~ •~l~El C- Hastings, MN 55033 CHECKED BY Phane: (651) 437-7731 ! «s ~,~Q scALE l~ ~RcK ~~1Y G?p~~ ~e.-r-~.~ ~ l~~ ¢ p.,~ . (o ~,C .~Gt(~~cl~D ~r~(~,~~4~YG D ~,p~~ ~oat~~D ~ <<,u ~ll.! t~"(~6r T, 9f3~.S 0, C. ; ~ 1 ~ 3~ t1 I-p 7'7>,PL AT~ LS~ ~Mt1 b6p" eog-T. sff, s z ~ "~'F~I~! - 6 G v~iz7 ~ IJJ ~+1'~ p ~~u ORP 8-8 6r.AU7Ev eA*ES(V 4$ " O.C . RG7~ to ll~ s~oc. ~ D c~our~" Go~E S ~A/Aj . , $ `~2~p Gp,c1C.~T'~ ~v?`~~~~as ~tT a ~ 4- i-nYcby ce* td ft p1an, sAeci- Qr report w~S by me or -:5 r,y direct s a~d umn I am ~ - o- ~ .:!:iy Registered PrOWWEO eerunder ti* =aws tha Sm ta- • • . ' ~~te!/ egishatton No. ~.~4-2 , ~G774 L 0~ r -t-tl- On 3 PL~71~'5 > i . _ f . 4 Dete: I1 5 To: ....MOR{~l FR~NTZICK nr STOCK 0 ~ 3ob ~ s.Mora . . . 4530 1i' 77th 3tteet. 3te 200. Edina, Mdf 55436 . .(952) 8~6--1,15 (952) 898-1117 PAGE 2 OF 2 PRODUCT APPLICATION VERIFICATIQN JOH NAME; 902 W1LD ROSE CT L0CATI4N EAGAAi MN SALE3MAPt! DAVE J4HN3oN ARCH BA ENGR NA MATERIAL UK 13EIGHtt ^a14' DEPTH „r',.5" STRESS 115 ~ CODE IHClIRC SPACING DEAD LOAD 17 P.af FAOR LO~D 35 Dat WIND IAAD 115-1R_2 DAL . ~ - - ~ ~ ~COIVNECTI~N ~ STEP i: TOE NAIL NEW FLY 0 TOPJBOTTOM ~ . . W/ - (3) 16d NALES. (3~ iBd NAIIS gTEp 2: NAti, pLY TO EXISTiNC W/ (2) ROWS 2Ud 9" COMMON NAILS 0 I{I" O.C. (2) RO'WS IOd 3" coMMox STEP 3: ADD NEXT PLY & START OVER 146IIS 0 10" O.C. E ~ ~ !6' O.C. I 0" O.C. . ' ~ - - ~ 0" O.C. ` ~ . (S) /1ADITIONAL •PLtES OF . 2s6 2.35 'fniHER3TRAND L5L (3) 18d' BIAIIS ~ ~ ~ ~ . . . . a NOTE: Naau4acturers d~taaiastioa o!P '!J produc4(o), protfi~e. dsPlbs and~ beaed on details. disnamloae and loadiag~ shovP - o~ba•e. ~y dislstiosm mh~sBl vo€d abon ~~terml~a! tloa end s2is11 require revlew by msnutacturer. 7hlz 9n!'osmatlon appila~ oaay ta ths grofect refstyaoad abavs aad is aot ta oa be riexed ae , typfced tos TJ produate Ha applicatiomm eoMMErrs: - - - . -w-?....-.... w_e nn .ens no icr i~n = \i Date: 1 0 To: ~dORL~X FRANTZICK w 910 CK 3ob 05-152 , - • ~s~s~a ~a. 4590 W. 77t.h Street, Ste 2W. Edins. DN 55435 (962) 868-1115/(800)438-1427fg`=: (952) 828-1117 PAGEOF 2 PRODUCT APPLICATION VERIFICATIQN ,IQB NAME' 902 WILD Rt33E CT IACATiQAi LAGAN M . SALESMAN DAVE JOHNSON ARGt~ %A _ . ENGR MATERIAL i 3E TIMHFMZa&NT!iSI. HEIGHT ^14' ' DEPTH 5.5" STRESS 115 X CODF ISC/IRC SPACING NA DEAD LOAD 17 ggf FLOOR LOAD 35 jot 1PIND IAAD 14.5_18_2 osi •ALL PI;ATES TO HE TIM8ER5TRAND ~ LSL TO : MATCH WALi. tiFIDTH ATTACH ROOF TRUSSES/4VERHANG F'RAAdING TO TOP PLATE Wl (1) A23 SIMFSON STRONG- LOADS `MU3T HE fiRACKED CONNEtCTI0N8 , REQ'D 8ITRUSS~OMANUF CTURER Td FOUNDATIOH HY DESIGNER OF RECQRD . EXISTING (1)2X6 1.3E TTMHEftSTRANDO t! Ji. :_._il_._ .,.ll -iL -I LSL KiNG STUDS ~ (2) PCS. 1 3/4" x 9 1 2" 1.9E I f rC p UdOAtLVL LS EIACHi ENDIMMER STUD 8c (B) 16d I 1 I 1 (1) 2x6 1.3E TIMBERSTRANDO e' R.Q. >_LSL (PLATE). CONNECT TO HING STUD W/ (i) TRiMMER STUD ~ & (3) 16d NAILS EACH ENn I ~ . ADD (3) 2l{8 -1.3E TII+dHERSTRANDS ir=- -ir = 4 LSL I{IA1G 5T[FDS (SEE NEXT PAGE I II (1 i~ II ~I fI I FOR CONNECTIQN I3ETAIL} I(! {E It N 11 Il i isc. ~ s is' 3 0%~~ {~)NtP . . STAIR LANDING PAGE 2 0F 2 F0R 1iMT]FI.E STLJD ~ STAIR CA1SE REPAIR COtdldECt'!ON - - NOTE: lisanfnisturer+r det.wasinstion of Sd pso+duot(a), prrodYilm. doPthe mad des~ga~ beseed oa deteils, dimensioas snd loadiup show aboeo. Atj devfatiaas aluall void a?bdw ~~$er~nlui?tson aad ehsl2 requtre rsvlew bl maangactur~r. Z'btn vn8 mn appUes oaly ta th• pa~oject refesonoad above and is ao'~ to be vlewed as typfaal for Td pradnats atmdt !it other apglications. COMIdENTS: ~l~MpS , - - - - . . .....a iaF 17f1 ~ ~Tj;~ ~ VA ;~f He ader to rear of dining room ~~"'~"Bu s m e s s 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam0 LVL TJ-Bearr~ 6.16 Serial Number: 7004114395 Page1 En1gi eoVersiorc176.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7? a.~ 4• ho•~ P'roduct Diagram is Gonceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 310.0 93.0 0 To 4' 10" Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Trimmers 1.50" 1.50" 846 / 276 / 0/ 1122 L2 None 2 Trimmers 1.50" 1.50" 846 / 276 / 0/ 1122 L2 None -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L2 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1122 -696 6318 Passed (11 Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 1355 1355 11775 Passed (12%) MID Span 1 under Floor loading Live Load Defl (in) 0.013 0.161 Passed (U999+) MID Span 1 under Floor loading Total Load Defl (in) 0.017 0.242 Passed (U999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 10" o/c unless detailed othervvise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance witFi TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TGS Construction Morley Frantzick Eagan Model Stock Building Supply MF PO Box 21099 915 Yankee Doodle Road Eagan, MN 55121-5512 Phone : 651-454-4985 Fax :651-454-1511 morley.frantzick@stocksupply.com Copyright 0 2004 by Trus Joist, a Weyerhaeuaer Buainess _ MicrollamO is a zegistered trademark of Trus Joist. ~L ~ g A~~~,yerhaet19e1f Btuilm Fe ruary 15, 2005 M rley Frantzick St k Building Supply 91 Yankee Doodle Drive Ea an, MN g 402 Wi1d Rose Ct Eagan, MN Job# OS-152 ar Morley: T's letter is being sent to verify the adequacy of the 2 x 6 13E TinnberStrand@ LSL and 1-3/4° x 9- 1/ " 1.9E Microllam@ LVL in the above referenced praject. The enclosed product apptication v rification (PAV) shows the required stair case wall repair. The PAV can be idenrified by the fil~ename Job# 05-152 in the upper right hand corner. Please re.view the enclosed deiait and install a cordingly. The 2 x 613E TimberStrand@ LSL and 1-3/4" x 9-1/27 1.9E Microllam@ LVL will structurally adequate for the given conditions if the PAV detail requirements are met. , I addition to the enclosed PAV atetaii, piease mof.e the goltowing: - The - ' 19' tali baliooneei fi'ame waDl betwcen the tivingldimming room and the garage ili be structurally adequate witL the 2 x 613E TimberStrand(D LSL studs spaced at 16" on c nter. This wall must have sheet rnck on each side of the wall. his analysis is based on information you provided. Any deviation from this information will requixe r -evaluarion. e have not reviewed the project plans to detarmine if product application, design loads, and imensions are cotrect. An authority familiar with the structure must eonfirm the validity of the 1 ads aud dimensions shown. he calculations agply only to Trus Joist praducts in the above project. Please laok for the proper rus Joist trademarks when at the project site. I lease contact us if you have any questions. incerely, ° exad Bankston orth CentraUMidWest Region Nonn c,enuas aeOa, . 4570 w rrm ssreet, suite 196 • Edina Mi,nesota 55435 •Phone ssz.ese.115 • Tdl Free BOQ.43&1427 • Fax 952A96.1117 Job Name: TGS CONST Truss ID: J12 JID : 138639 BRG X-LOC REACT SIZE REQ'D TC 2x4 SPF C1650F1.SE Plating spec • ANSI/TPI - 1995 UPLIFT REAC7ION(S) : 1 2- 1-12 475 3.50 1.50 BC 2x4 SPF C2400F2.OE THIS DESIGN IS THE COMPOSITE RESULT OF Support MainWind Non-Wind 2 5- 8- 8 239 5.50 1.50 WEB 2x3 SPF STUD-CAN MULTIPLE 10A0 CASES. 1 -66 lb -167 lb 3 S- 8- 8 52 5..50" 1.50" WEDGE 2x4 SPF #1/#2-CAN IRC/IBC truss plate values are based on 2 -66 lb BRG REQUIREMENTS shown are based ONLY Lumber shear allowables are per NDS. testing and approval as required by IBC 1703 3 -37 16 on the truss material at each bearing Heel plates analyzed for ecceniricity.. . and ANSI/TPI and are reported in available This truss-is designed using the MAX DEFLECTION (span) • Mark all interior bearing locations. documents such as ICBO #1607. ASCE7-98 Wind Specification L/999 IN MEM 4-5 (LIVE) - Shim bearings (if needed) for req. support. Install interior support(s) before erection. Bldg Enclosed = Yes; Importance Factor = 1.00 L= 0.02" D= 0.01" T= 0.03" Truss Location = Not End Zone . tM)( DEFLECTION (cant) • Hurricane/Ocean Line = No Exp Category = B L/321 IN MEM 3-4 (LIVE) Bldg Length = 99.99 ft, Bldg Width = 50.00 ft i L= -0.08" D= -0.04" T= -0.12" Mean roof height = 11.25 ft, mph = 90 CRTTICAL MEMBER fORCES: . TPI Stdflddrd Occupancy, Dead Load = 10.2 psf TC COMP.(DUR.)/ TENS.(DUR.) CSI i-z -zsa<i.aa)/ 335(i.15) o.a7 Designed as Main Wind Force Resisting System z-a -6(1.15)/ o<1.1s> o.oo and Components and Cladding Tributary sc tana.<ourt.)/ TENS.(DUR.) csx . Area = 12 sqft 3-4 -257(1.15)/ 189(1.33) 0.26 4-0 -26<1.60j/ 80(1.60) 0.34 4-5 -26(1.60)/ 80(1.60) o.3a REPAIR- THE SUPPORT MUST BE MOVED s-o / o.oo ' FROM 1-9-0 TO 2-0-0 AS SHOWN. zWa C-~2~90(/U15)% TE214(1U33) o is ALL PlATES, UNLESS OTHERWISf NOTED, MUST BE INTACT AND PRESSED ZN THE WOOD PER TPI. 5-11-4 5_~~ * ADEQUATELY SUPPORT THE TRUSS UNTIL THE REPAIR IS COMPLETE. * AITACH A 2X6#2 (5-11-4) SCAB TO ONE ~ 2 FACE WITH 3-10d NAILS AS SPECIFIED AND.@ 6" O.C. UNLESS OTHERWISE SHOWN. 4.00 - DISTRIBUTE THE NAILS EVENLY. THE NUMBER ASSOCIATED WITH A LINE POINTING TO THE MEMBER IS 2x6 SPF #2 By 5-11-4 4-6 T THE AMOUNT OF NAILS REQUIRED ON ONE FACE I IN THE MEMBER PER SCAB. I I 2-7-8 2-7-8 ~ ~ R4-6 T 0-7-,2 1 2-0-0 3-6 3-10d 3-10d 3-10d . 1 Nt?:ltk;i{l f.:5?:K'1'I""t"It,i'i"i'}lt1S i'!.3?*3, 5-11-4 _ 4'IN1CA'il~Jti, Ult NEPt)Tk'I" ~':1S CkF:T' (4k;C) ~3 4 5 i3Y NIt; t")tt !~,111 I?E:~2 ~7`:• NCC'7' ..€Ct'IStC1~44I . 1-9-0 ~ . . 4"2 ,Stip 7'tt:A7` A 13 RS~".":£~i1" ~..Rt:t) 1'1tCJ- 1-9-0 5-11-4 &'E5. N~~! ti(.i.c, iC L,:1\1S t?~: ~l' :1~l!' .::~?~._.;{)1:~i, ~kttLI31~. . ~d N41LLS.., .w.W... i3At't; ftk;l.14'i'I<:ki'f!>ti 4:i311 . 1'ruswaI Systems Plates are 20t7a. unless shown bv"18"(18 ga J, "H"(16 ga.) or"MX"(TWMX 20 ga.), positioned per Joint Defails Report. . 2/1 - - Circletl lates and halse frame tates are positioneQas shown above.5hifl able stud lates to avoid oveda with strudural lates or sta le). . ARN/N Read all nofes on fhis sheet and give a copy of it to the Erecting Contractor. Cust: STOCK EAGAN V PH: 6I2-454-3610 This tlesign is (or an inEivitlual buiWing componenl nol Wss syslem. If has been basetl on specifralions provitled by the wmporent manufacturer WO: Df'l V2_P_Z 9411_LOOOO S_J OOOOZ . FAX 612-454-8556 and done in accordance wilh the wrtenl versbns of TPI aM AFPA Aesign slantlartls. No responsibility is aswmad fa dimensbnaf accurecy. Dimenabns 1-800-488-3610 ~ to be verif~ed by the comporenl manufecturer and/or buil0ing Eesigner pior to fabricatiort The budding designer musl asoerlain thal the loads D59111' : 1006 #LC = 26 Il~: 26# ultlized on this design rtreet or exceed Ihe loadirg imposetl by IM local buddirg cotle aM the particular applicatbrt TM design assumes thai the top chord _ TC Ll V 2 35.00 psf DU PFdCS L=1.15 P=1.15 is lalerelly brecetl by the root or Boor sheathing antl the bottom chord is lalerelly breoeE by a rgid sheathirg material diredly anache4 unleu othervrise Rep Mb r Bnd 1.1 S noted. &acing shown ls fw laleral support of componerMS memEen only lo reduce bucldirg lengih. This comporent shall not be placed in any TC Dead 7.00 psf VIL LAUME INDUSTRIES, IN anvaonmantdhat vnll cause the rtaisture contem of the woad to exoeed 19% and/or cause connedw pate carrosbn Fabricate, haMh, insiall BC Ll VE 0.00 Psf R Rep Mbr Comp 1.00 5ntl Mace this wss in accordance vnm the tdlowing standards: •doiN and Cuning Detait Reports' avaaable av ouiput tromTruswai soflware, REp MI71' TEt15 1. 00 ZBZB LONE OAK CIRCLE 'qNSI/TPl1',W7CA1'•WOOETrussCounciofAmencaStandaMDesignResponsibilAies,'BUILDINGCOMPONENTSAFETYINFORMATION'- BC DEdd 10.00 pSf O.C.Spacing 2- 0- 0 ST. PAUL, MINNESOTA $5I21 (BCSI 1-03) aM'BCSI SUMMARY SHEETS by VJTCA ard iPl. The Truss Plate Inalllula (TPI) Is localed at 583 D'Orrofrio Drive, Madison, D251 Qfl Spec IRC TRUSPLU$ 6.0 VER: T6.4.2 Wiswnsin63719. TheAmericanFaeslandPaperASSOCialbn(AFPA)islocatetlat1111791h Street,NW,Stee00,Washinglon,OC20038. TOTAL 52.00 psfi DEFL RATIO: L/480 TC: L/4'11 . r ..A..--- - DOC# FLED 3a o~ a3o MAY o 6 2005 AABSTRAGT (dppy ~ DAKOI"A COUAlTY By CERTIFICATION OF PURPOSE OF SECONDARY KITCHEN FACILITIES WITHIN SINGLE FAMILY DWELLING I, Tamer 5inousy, duly sworn and under oath, certify that I am the Owner of the one-family deta.ched dwelling as defined in Section 11.03 of the Eagan City Code located at 902 Wild Rose Ct and legally described as Lot 13, Block 1, Royal Oaks, PID #10-64800-130-01. A building permit application has been submitted on my behalf to the City to enlarge, alter, improve, remodei, i andlor finish the above-referenced dwelling, or a portion thereof, to include the installation of facilities for a secondary kitchen within the dwelling. The secondary kitchen facilities to be installed under the building permit are for the sole purpose of providing cooking and food service facilities for private entertainment of guests by the property owner at the dwelling. I acknowledge that the Eagan Zoning Code prolubits the existence of a second kitchen facility within a dwelling unit to serve a complete, independent and secondary living or housekeeping use within the dwelling. I certify that the installation of the secondary kitchen facilities under the building permit is not for the purpose of providing a second complete, independent and separate living and/ar housekeeping unit wi ' the dwelling. Dated: May 2, 2005 ~ Owner's ignature ubscribed and sworn to before me this c~I)Gl day of L , 2005. Aul'A CHRISTINE MARGARET MORG~N Notary Public - Mlnnesota Notary Public My Commission Expires Jan. si, 20~0 I herby verify that the above said Certification of Purpose of Secondary Kitchen facilities Within Single Family Dwelling was recorded at the County Recorder's Office on M ay 2 n d , 2005. By: Joel T. Beckman Its: County Recorder THIS INSTRUMENT WAS DRAFTED BY: City of Eagan Community Development Department 3830 Pilot Knob Road Eagan, MN 55122 Bldg Insp/Forms/Certification of Kitchen Facilities . ; , . DOC# FILED %5B§TRrCr c DAKOTA COU(yTY CERTIFICATION OF PURPOSE OF SECONDAR.Y KITCHEN FACILITIES WITHIN SINGLE FAMILY DWELLING I, Tamer Sinousy, duly sworn and under oath, certify that I am the Owner of the one-family deta.ched dwelling as defined in Section 11.03 of the Eagan City Code located at 902 Wild Rose Ct and legally described as Lot 13, Block l, Royal Oaks, PID #10-64800-130-01. A building permit application has been submitted on my behalf to the City to enlarge, alter, improve, remodel, and/or finish the above-referenced dwelling, or a portian thereof, to include the installation of facilities for a secondary kitchen within the dwelling. The secondary kitchen facilities to be installed under the building pernut are for the sole purpose of providing cooking and food service facilities for private enterta.inment of guests by the property owner at the dwelling. I aclrnowledge that the Eagan Zoning Code prohibits the existence of a second kitchen facility within a dwelling unit to serve a complete, independent and secondary living or housekeeping use within the dwelling. I certify that the installation of the secondary kitchen facilities under the building permit is not for the purpose of providing a second complete, independent and separate living and/or housekeeping unit the dwelling. . Dated: May 2, 2005 Owner's`Signature uand sworn to before me this day of , 2005. ~ CHAISTINE NUIRGARET MORGEN Aft Notary Public Notery Public - Minnesota My Commission Expires Jan. 31, 2010 I herby verify that the above said Certification of Purpose of Secondary Kitchen facilities Within Single Family Dwelling was recorded at the County Recorder's Office on , 2005. By _ .J~;1 T~~ I A~+ vv Its: THIS INSTRUMENT WAS DRAFTED BY: City of Eagan Community Development Department 3830 Pilot Knob Road Eagan, MN 55122 Bldg Insp/Forms/Certification of Kitchen Facilities , 902 /9 DAKOTA COUNTY PROPERTY RECORDS DAKOTA COUNTY GOVERNMENT CENTER 1590 WEST HIGHWAY 55 HASTINGS, MN 55033 05/02/05 P A I D R E C E I P T RIX139R1 RECEIPT NO: 444670 1FL PROCESSING DATE: 05/02/05 PAYER NAME: TGS CONSTRUCTION AMOUNT: $19.50 CHECK: X CASH: CHECK DATE: 05/02/05 CHECK NO: 20121 RECORDING DATE: 05/02/05 FEE CODES: 10 A CUSTOMER COPY cu lu coa L-samszaaizascatngineering 195Z1445-2106 p.! G~?? May 19, 2005 ZT1eif3iCA l~Nt~I1~T~:F C~, Lvc. P.O. 8t?X 616 SHAKOPEE, MN 55379-0616 852-445-7893 W. Tarocr Sinousy TGS Construc,tion 1750 Skater Circle Eagan, MN 55122 Re: Single Famiiy Residence, 902 Witd Rose, F..agan, MN. Dear Tarner: From my May 9t° Ietter them was a question as to how the 2"x10" joists wvuld be attached to the building with anchor`mg saddles braced against both upward and downward forces. I recaii having seen such saddles icw the past, but on fiuther investigation they do not cartentty make thase types of saddles. Tte method cumently employed, is for the installation of two saddles. One instatted as usciai for support of tte dovunwsrd load. And, a second saddle reversed and over the wp of the joist to hold against any upward Ioad. By installing a saddIs beneath the joist and another saddte installed over the wp of the joist insures tbat the joist will not move vertically in csther an up or duvm direction. This shoutd answr.r the method of anchoriag the 2"x10" joists ! hereby certffy tleat Ibis letter report bW teen prepaned by me or uerder my direst supervision and ttwt tarn a duty registered Rrofiessionai Civil Engineer under the iannrs of the Stft of NunnesotL If you have any further quesdons or ef I can be of acry fiuther assistatce, ple,ase do not hesitate to phone or write. Sittcet'ety, F. ~loto iTASCAFN RE61 R i I.a*rence E. S ANGiAlEE Civit Enginieer, ' .6220 reaa vo cu ucsurr L-aamsyaoacasaaengineer=ns lZaL144* -GlUd P•1 ' df~•~~~i# G~?7? May 9, ?A4S I'T'"1eil~Glei ''NG~ZNEFR~Tt~-, I~vc. P.O. eox e1s SHAKOPEE, MN 55379-0615 952-445-7993 Mr. Tamer Sinausy TGS Constcttction 1750 Skater Circte Eagan, MN 55122 Re: SingIe Famiiy Residencc, 902 Wild Rose, Eagan, MN. Dear Tamer: T'his is a detaft [etter to sctbstanti$te that T have viaited the above site and have the fvllowing cornmesrts about thcu issues with the consduction af this houn. As yau poiate,d out, dure were hairline cracks vertacatiy in the basement walts. These cracks wm not serious structurally in rny opinion. They Pr'bgblY o"ed as a resutt of temPerat,ire changes or sh:inkage due to moisture changes. The minor cracks will not damage the stnscxurat integity of the single famity residence. The bottom plates shouid be corrected as foliows: inch x b" lag screws shouid be instalted every 12 inches on centa along the lower plate thuu the 4 plgtes. The third comection: i`Sc" braqng of the truss joists atxt hwizorrtal blocicing or braces uf thc battora chords of the floor trusses ia reguired. The plan for the deck is workable if the 2"xI0" joisks are attached to the building with ancharing saddles titat wiil brace against both dawnward and upward forces. Sce attached sketches. These cocrecxions arill maintain tte stcvcxurel integrity of the foundation and deck squctiue of this and th~ t~a a~ ~ tW th0 t~ report has ~n Pr+epared by me or euider my ~ dtdY n%lsbored Prnfea4iona1 cvit Enghner u+tder tlhe laws of the State of MnwsooL If you hm anY &Ww qmdons or if I can be of any fiuther assistance, Plem do not hesitft to phone or write. Sincerety, rrASCA ErrGa~~ , t~, IL Lawrence E. Samstad, ; ~ ~ ' FR FESSIONAL - ~p~•`~ F,ncl.: BriefReume ~ 6220 ~ Of Mau 08 2O UZ: UYP ~xr~a u o't v? G~itoSS w1fic.w4i ff.Ywab `r4 1 FtOoR. oc ~x + CF"fl PCs ~ ~ t ' ~ _ D? "Sc~e~o Bcn,ea t+u5vc~rroN / ~ . _ _ ~ ~yx ~,u t~ $tRawS APiij~g Stu. Pwt'6S s ! j + • ! r ; f~• . i dtoSS SRwca o.c. • , . _ . ~ . • , ~ = . . , : . ~ ~-~z::. . ~ ~ ~ ~ ' . ' ' , • ' " ~ / ' ~ f • . ~~vJ vv L~ Vi~~ YVr Lw7plqJYaY14ODYOLf1~' 1~IC0f'if16 1~7~7Gf TT~'C~~JO J t . LCl..t~.. U?r~'I ~ C'1t'r/'~ OG^/Yr//Z.iv OZ pim a, - g' a'' - - - -q ~o g ~ ty r ~ . _ _ ~ ~ ~ ~ • ~ . a4X.W.YB ._._~..._j3-~-'~- ? E a-Lr6 A sT ~ • ~ ~ ; . i O 7 e. ~ . . . ; O'! - . . . - - _ s i '--~.~v .?xita - JYi,v /6 • o.e_ , 4~ ~ • ' " _ ' ' --~-i . • . ~ . I ' • ~ . ~ . . # . . . . a-.J x ~n .S~.EwA~g~ 3_ 6 x~ ~sr~ , ~ t ll g 1 D~~ i ~ ~'r6 A267- El i . o~ fl~ ? y".V .9,xi13 - lYfi+I /b a. C_ r_ _7 sThw.s 1 g § ~ : . ~ ~ J 5 ~ p 6 . i a ~ ~ . . , ; , - . . . . _ - . . ~ ; . .~e~....,,~.. ~ ~-m? x fD ~€~.~,PS D!Y 3- 6 X~ ~nST~' s . ~ . lA'1AL.L rp Y 4 01R~ ~-}N Wmg -r4 S~ ~.#U 91 ~ C.E. CRT 4- - 2x4- ?x t r t3~.otaC ~t z"~ 7Z~ °~'oP V i£W Saua E3oAeo r vsvLn7'ranl t 8' l8 ~ Vz,x $C"'6+IfS 1 Z " fl:-. G ~ ~ f~ f f~ ~ '4' ? ~ ~ ~ ~ ~ ~ - 1 . . r .r` - . _m E ~ # ~~,~.°""1 ~~°'k.,~-^~,. ~'~.,•...r ii $ ; ~ • . _ _ _ ` - ~ ~ Date: City o(Eapn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 2010 RESIDENTIAL BUILDING PERMIT APPLICATION C 4' Use BLUE or OLACK Ink Permit #: 6 Ca Permit Fee: Date Received: Staff: g. -,/Z) O Site Address: 9 D a Tenant: Suite #: RESIDENT / OWNER Name i 11..sh +4 Cw 4.•,*. 4"1 c+. f._ Phone: e Address / City / Zip: c1C3a \l�_( � I L_ t ' Applicant is: Owner Contractor TYPE OF WORK 1�'icsw4 P -c- Description of work 1. 'i'-'CZv€+ ✓L.© : •-+" �J --. . i3 `r. 0csr bl l 3 4I ,, O Construction Cost: CST"'" -L_ Multi -Family Building: (Yes / No?‹) CONTRACTOR j --"'"'"‘r1. (21 --w. .-i-•,R.1 Pew:, Name 11-.)® v -J S.C._,P.+:: `" 4 (_, License #: l ' "Address: t D-...5 ^ L"t 1 .. -P re-., City: IA �j J { Stated p4 Zip: c �j Phone:U "'--et•� -- 9 [ t � 9 Contact: -� 1"'4sCD, Email: COMPLETE In the last 12 months, has Yes No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One 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.00pherstateonecall.orci 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 w' 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 x Applicant's Signature Page 1 of 2 C. DO NOT WRITE BELOW THIS LINE 95c/o6 SUB TYPES — Foundation _._. Fireplace __�_ Porch (3 -Season) Storm Damage Single Family* Garage _ Porch (4 -Season) — Exterior Alteration (Single Family) — Multi — Deck __._. Porch (Screen/Gazebo/Pergola) — Exterior Alteration (Multi) 01 of„ Flex — Lower Level Pool — Miscellaneous Accessory Building WORK TYPES * New — Interior Improvement — Siding Demolish Building* Addition T Move Building Reroof T Demolish interior Alteration — Fire Repair — Windows Demolish Foundation Replace — Repair * Egress Window Water Damage — g ° Retaining Wali ,ro / *Demolition of entire building- give PCA handout to applicant rto DESCRIPTION Valuation I► Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100% ) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire. Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: ice & Water Final — Pool: Footings Air/Gas Tests Final Framing Siding: Stucco Lath Stone Lath Brick ___� Fireplace: _Rough In Air Test ,.,_Final _ Windows Insulation `2( Retaining Wall: 4,Footings _,,Backfill 4Final Meter Size: Radon Control Erosion Control Reviewed By: / ,�,. , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge SAW Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 2 o • z 7 ❑ P ❑ ;4' ❑ J� ❑ Z ❑ V ❑ )2r❑ ❑❑❑❑❑❑❑❑❑ Add/Change Address: LOT SURVEY CHECKLIST FOR RETAINING WALL BUILDING PERMIT APPLICATION loa Wild. R . Applicant Name: N-,;(1,/,'‘ DATE OF SURVEY: � /14`.$ LATEST REVISION: **Permits required for Retaining Walls 4 feet high or greater. DOCUMENT STANDARDS • Registered Engineer signature and company • Building Permit Applicant • Address • Legal description • Lot lines/Bearings & dimensions • North arrow and scale • Street name • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS ❑ • Property corners ❑ • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) ❑ • Elevations of any existing adjacent homes ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ • Waterways (pond, stream, etc.) ❑ • At the foundation of the building and/or nearest structure PONDING AREA (if applicable) 4 0 0 • Easement line jd' ❑ ❑ • N W L ? ❑ ❑ • HWL .61 ❑ ❑ • Pond # designation /i 0 0 • Emergency Overflow Elevation / 0 0 • PondiWetland buffer delineation Y J • Shoreland Zoning Overlay District Y `; • Conservation Easements • ❑ ❑ X ❑ 0 ❑ ❑ re ❑ ❑ RETAINING WALL INFORMATION • Location of Retaining Wall on property • Top & bottom elevation at each end of wall and any change in elevation in between • Type of material (Le. modular block, boulder, etc.) • Directional drainage arrows with slope/gra.t % Reviewed By: G:FORMS/Building Permit Application -Retaining Walls Rev. 5-4-D9 Date 8///2/0 City of Eagan PERMIT 41' C!tyofEaa Permit Type: Permit Number: Date Issued: II Permit Category: Mechanical EA105608 07/20/2012 ePermit Site Address: 902 Wild Rose Ct Lot: PID: Use: 13 Block: 1 Addition: Royal Oaks 10-64800-01-130 Description: Sub Type: Work Type: Description: e - Air Conditioner New Air Conditioner Comments: Questions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, (952) 445-2840 Andrea Preusse 4145 Sibley Memorial Hwy Fee Summary: ME - Permit Fee (Replacements) Surcharge -Fixed $55.00 $5.00 0801.4088 9001.2195 Total: $60.00 Contractor: Wenzel Heating & Air Conditioning 4145 Sibley Memorial Hwy Eagan MN 55122 (651) 894-9898 - Applicant - Owner: Brian R Sattler 902 Wild Rose Ct Eagan MN 55123 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature 11,111 CityefEaali Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 AUG2 2012 Use BLUE or BLACK Ink For Office Use Permit #: /V w / j 01 / Permit Fee: 3 3. 6 V ...a Date Received: Staff: 2012 RESIDENTIAL BUILDING PERMIT APPLICATION f/79//Z. Site Address: cP1' 9 oz (4#) % , 'o 2 l Unit #: Name: / vati / .a}5/,,( Address / City / Zip: 9a Iv J. J' # I✓7 Applicant is: Owner Contractor Phone: 932 6 93 39/, Description of work: %9411,,of,7411, Construction Cost: Z5�� t? Multi -Family Building: ((Yews / No, Company: CD GJ�L/ 400 /C /..� Dli4 t,'6nta4IJ/ct: 4eA/c,. %1i4/ Address: 2.3 05' AeR/4 4 414'Y.7 City: L/T/r i:�%//G State�1A' Zip:53291,/ Phone: 95? 9v/�% c License #: Z 0636,3 93 Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) "67 / Lk" k II x9C f�I COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 mo ths, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes o If yes, date and address of master plan: DA v4 Licensed Plumber: /Jw� /%��%� Phone: Phone: Sewer & Water Contractor: Phone: Mechanical Contractor: 5-�//f,AO,Lri✓ /`%*10 /.0i 95Z-792 1 cm 95Z -9i2-7/ Oil di/ IIIUiiJltliiiiVlt Cw`'`w ildNru�h ��conclude ifley are M'. r ire "i s. PC i,' j ,t 11111 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.00pherstateonecall.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 days of permit issuance. x , .0.,#) I //eis,vr,4 - Applicant's Printed Name nt s atur� Page 1 of 3 qo,taiid C4 - DO NOT WRITE BELOW THIS LINE /6, '7E0 SUB TYPES Foundation )Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New / Interior Improvement X Addition Move Building Alteration Fire Repair Repair Fireplace Garage Deck Lower Level Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% X) Census Code # of Units # of Buildings Type of Construction Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water _Final Framing Fireplace: *Rough In J Air Test •Final Insulation N t` Sheathing Sheetrock Reviewed By: Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Siding _ Demolish Building* / V(9"uL-rr'L114 Reroof _ Demolish Interior Windows Demolish Foundation Egress Window Water Damage *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: _Footings Air/Gas Tests _Final Siding: _Stucco Lath Stone Lath _Brick Windows etaining Wall: _ Footings _ Backfill Final Radon Control Erosion Control , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 25( 9-D Page 2 of 3 e9,9 099 9zs. 949 City otEaQan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: ov 012 RESIDENTIAL PLUMB ING PERMIT APPLICATION l Date: (7 t j Z Site Address: C1" 1 W'(61 " Tenant: Suite #: RESIDENT / OWNER CONTRACTOR' TYPE OF WORK PERMIT TYPE Name: Phone: Address / City / Zip: j� ,r+� !!-- G Name: OeliLta ?lt rJt CV1C/ Licene#: tO1G ( Gle^ Address: I i�. Q City: r 11..✓ ki State: /A.,/l! Zip: 5'c3.1Z._ Phone: Z. 77Z—GSl/ Contact: Email: 1 0CVr New _ Replacement /+, l� tt- Description of work: in 5 ,u PCOJ ,k,14y-k WAD* t tel C rct _ Repair _ Rebuild _ Modify Space RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / PVB) Septic System New Abandonment J Work in R.O.W. `9' 44 GI A Water Softener Add Plumbing Fixtures ( Main / _ Lower Level) Water Tumaround RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Tumaround (add $189.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One 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.000herstateonecail.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 • • - s. 5.w Applicant's Pri d Name FOR OFFICE USE Appl ature Required Inspections: ;Under Ground ,__,_Rough-ln Air Test __Gas T COUNTRY CREEK 4-21-15 ���� 8:41am lofl CS Beam 4.14.53 � '��' t� ; � -E lan$eamEngine 4.13.41 � � �j � ! � Materials Database 1524 �+' E�✓���+�" � /' .C0.��Y Member Data Description: Member Type: Beam Application: Floor " / Top Lateral Bracing: Continuous � Bottom Lateral Bracing: (See Below) ���,�... Standard Load: Moisture Condition: Dry Building Code: IBC/IRC , Live Load: 40 PLF Deflection Criteria: L/360 live, U240 total �� �' Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 18.4 PLF Filename: Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Re lacement Uniform PSF To 0' 0.00" 28' 0.00" 10' 0.00" 60 20 Live = �������� ( " -- s- � �'� �'����� � "" - � 14 0 0 � 12 0 0 � 4 0 0 � i 3000 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Not Checked 3.500" 1.500" 4788# -- 2 14' 0.000" Wall NotChecked 3.500" 3.271" 13161# -- 3 26' 0.000" Wall Not Checked 3.500" 1.517" 6105# -- Maximum Load Case Reactions Used forepplying poiM loads(or line loads)to cartying members . Live Dead 1 3606# 1182# 2 9705# 3456# 3 4609# 1496# Design spans 13' 9.375" 12' 0.000" 4' 0.000"(right cant) Product: 5 7/16x11 7/8 Rosboro Treated Beam 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13959.# 25559.# 54% 5.73' Odd Spans D+L , Negative Moment 17094.# 25559.# 66% 14' Adjacent 1 D+L Negative Unbrcd 17094.# 25559.# 66% 14' Adjacent 1 D+L � Shear 6070.# 12914.# 47% 13.31' Adjacent 1 D+L Max.Reaction 13161.# 14083.# 93% 14' Adjacent 1 D+L TL Deflection 0.3119" 0.6891" L/530 6.42' Odd Spans D+L LL Deflection 0.2476" 0.4594" L/667 6.42' Odd Spans L TL Defl.,Rt. -0.1869" 0.4000" 2L/513 30' Even Spans D+L LL Defl.,Rt. -0.1677" 02667" 2L/572 30' Even S ans L Control: Max.Reaction DOLs: Live=100% Snow=115°� Roof=125°� Wind=160°k ��- All product names are trademarks oftheiriespective ovmers TERRY FOLKEN WEEKES FOREST PRODUCTS Copyright(C)2015by5impsonSlrong-TieComparrylnc.ALLRIGHTSRESERVED. •Z6�0 L,�M�AVE "Passing is defined as when the member,fioorjoist,beam orgirder,shown on this tlravnng meets applicable design crite6a for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed bya qualified designerordesign professional as 2quired forapproval.This design assumes product installation accarding to the manufacturers specifications.ST PAUL,MN 55108 3-25-15 �� � 12:04pm lofl CS Beam 4.14.02 /'��"�,. IanBeamEngir�e 4.132.1 - Materials Database 1521 �, r-'' Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 18.4 PLF Filename: Beam14 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Re lacement Uniform PSF To 0' 0.00" 28' 0.00" 10' 0.00" 60 20 Live ��... r t�` _ -- - - _ _ ��. �::__ ".a. -=�' ' - � (� 14 0 0 � 14 0 0 � 7 i � 2800 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Not Checked 3.500" 1.500" 4746# -- 2 14' 0.000" Wall Not Checked 5.500" 3.504" 14098# � -- 3 28' 0.000" Wall Not Checked 3.500" 1.500" 4746# -- Maximum Load Case Reactions Used forappipng point loads(orline loads)to cairying members Live Dead 1 3618# 1129# 2 10336# 3762# 3 3618# 1129# Design spans 13' 9.375" 13' 9.375" Product: 5 7/16x11 7/8 Rosboro Treated Beam 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13729.# 25559.# 53% 22.27' Even Spans D+L Negative Moment 19429.# 25559.# 76% 14' Total Load D+L Negative Unbrcd 19429.# 25559.# 76% 14' Total Load D+L Shear 6239.# 12914.# 48% 13.31' Total Load D+L Max.Reaction 14098.# 22131.# 63% 14' Total Load D+L TL Deflection 0.3036" 0.6891" L/544 6.42' Odd Spans D+L LL Deflection 02499" 0.4594" L/661 21.58' Even S ans L Control: Negative Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are tredema�Cs of theirrespective owners TERRY FOLKEN WEEKES FOREST PRODUCTS Copyright(C)2015bySimpsonStrong-TieCompa�rylnc.ALLRIGhfTSRESERVED. •260�C�M�AVE "Passing is defned as when the member,floorjoisl,beam orgirclet shown on ihis drawing meets applicable Oesign criteria tor Loads,Loading Conditions,and Spans listed on ihis sheet. The design must be 2viewed bya qualified designerordesign professional as 2quired forapproval.This design assumes product installation according to the manufacturers specifications.ST PAUL,MN 55108 3-25-15 ����� 12:OSpm lofl CS Beam 4.14.02 IanBeamFaigine 4.13.2.1 MaterialsDatabase 1521 .-;'�.�� ' ..'� r� Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 21.7 PLF Filename: Beam14 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Re lacement Uniform PSF To 0' 0.00" 20' 0.00" 5' 0.00" 60 20 Live 15 _ - 2� � � � � � 2000 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Not Checked N/A 1.500" 4248# -- , 2 20' 0.000" Wall Not Checked N/A 1.500" 4248# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 3022# 1226# 2 3022# 1226# Design spans 20' 1.750" Product: 5 7/16 x 14 Rosboro Treated Beam 1 ply PASSES DESIGN CHECKS Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Aliowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 21394.# 35221.# 60% 10' Total Load D+L Shear 3756.# 15225.# 24% -0.06' Total Load D+L TL Deflection 0.6983" 1.0073" L/346 10' Total Load D+L LL Deflection 0.4968" 0.6715" L/486 70' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% I All pmtluct names are trademarks of their 2specUve owners TERRY FOLKE N WEEKES FOREST PRODUCTS Copyright(C)2015bySimpsonStrong-TieCompanylnc.ALLRIGHTSRESERVED. 2600 C�M�AVE "Passing is defned as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loada,Loading Conditions,and Spans listed on this sheet. The design musf be 2viewed bya qualiTied designerordesign professional as 2quired forapproval.This design assumes product installation according to the manufacturers specifications.ST PAUL,M N 55108 C1 1 & - Use BLUE or BLACK Ink f • F� For Office Use ./:-.',.:.1+ :i. '9' Permit#: /1-/-7*- z1 �� Permit Fee: L/ / ' /II A. ...... a // qtr:ws°, Date Received: 3830 Pilot Knob Road I Eagan MN 55122 RECEIVED Staff: I Phone:(651)675-5675 I Fax:(651)675-5694 buildinginspectionsacitvofeagan.com DEC 0 4 2017 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: iZ ®1/)-7 Site Address: '10 z-- N4IL0R0Z COUR"i* Unit#: ) ze Name: 6,20,4 41)14) h�fl .9t.�R� Phone: �DS) 8gs� 96 Id f A6: Owner Address/City/Zip: 6102- W i 1-0 Rd COO R—t' Applicant is: Owner x Contractor ® ® Description of work: t�. oUl)-�-ec,1) 0(' )n11EI W)f2. JC1AC .S Construction Cost e.cr-X.o Multi-Family Building: (Yes /No )0 ) �od�,„PUP I' Company: 14�1�DEL i'V1 Contact: i ri 1St I4 tierooL Address: I TZ5o' -p Ftv.c.. City: Will.2,A-7-rob Con B 3 w 1� � �-�� State: PIM Zip: 5.- 39.1 Phone:9S2A10f-72X/ Email: RI-MC.56)J C A0E.1rzha-304d 3-. .. License#: UC 1q 2, ia Lead Certificate#: If the project is exempt from lead certification, please explain why: 4oi QO)c--t' ,d 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: Fire Suppression Contractor: Phone: NOTE Pl s nd s'r orti; erns'fhat you scr onsi d to 8 tc0 r r lrr s of tt e,infarmation� ay classifieds non-public if ,a vide'specl �s ••+ wou , lir-71X:4- - - °, hat t1" de � 'i iiillt You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an •email update on the City's website at www.citvofeagan.comisubscribe. 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. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.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 fora permit, ar• ork is not to start without a permit; that the work will be in accor ce with the approved plan in the case of work which requires a review and ap, of plans. .� c��r x rcK_ I1 a x \-411k Applicant's Applicant's Printed Name Applicant's Signature Page 1 of 3 . , q0cD__ loc-Li X06— c--4 < 7,6 DO NOT WRITE BELOW THIS LINE SUB TYPES 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 2( Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION 1(155 (tiC70r Valuation $ Occupancy MCES System Plan Review Code Edition AA _ IS SAC Units (25%_100% ) Zoning P i; City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction yO Width REQUIRED INSPECTIONS/ t j Footings(New Building) Meter Size: Footings (Deck) 7c 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 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS XInsulation �( Windows 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: 11,•"°' , Building Inspector RESIDENTIAL FEES t_ pel 0' 1., Base Fee 56 2 2.- 0 SurchargeIvo "243 Y /LYS' I Plan Review MCES SAC (. , " City SAC VinI`� mall ( �` 90 Utility Connection Charge f S&W Permit&Surcharge d -3 9 %-ci ie Treatment Plant7'0 , Copies -------------a#:---CjTOTAL I 5 Ige2of3 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA147829 Date Issued:02/09/2018 Permit Category:ePermit Site Address: 902 Wild Rose Ct Lot:13 Block: 1 Addition: Royal Oaks PID:10-64800-01-130 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Brian R Sattler 902 Wild Rose Ct Eagan MN 55123 Stewart Plumbing 13025 George Weber Dr #1 Rogers MN 55374 (763) 428-1833 Applicant/Permitee: Signature Issued By: Signature . " _ For Office Use Pe rmit#: , Permit Fee:i -rs--...--......, Date Received: 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 (651)675-5675 I TDD:(651)454-8535[FAX:(651)675-5694 Staff: buildinginspectionsQcityofeagan.com 1-. 2018 MECHANICAL PERMIT APPLICATION ri Please submit two(2)sets of plans with all commercial applications. Date: 2/14/2018 Site Address: 902 Wild Rose Court Sattler(homeowners) Tenant: Suite#: l 11 Name: Brian Sattler Phone: 952-404-7204 I Resident/Owner i Address/City/Zip: 902 Wild Rose Court _ ----- 1 Name: Horizon Contractors, Inc. License#: -- i i1 Contractor . 8197 Horizon Drive City: Shakopee Address:8197 Addres - * 1 i State.. MN Zip: Phone:55379 612-508-9226 1 I I i - Contact Mike Email: filike@horizoncontractors.us - — 1 X New Replacement Additional Alteration Demolition i Type of Work / ! Description of work: Remodel of entire home wan addition.Fum&ale replacement.Main ductwork removal and replacement NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened by City I Code. Please contact the Mechanical inspector for information on permitted screening methods. i 1------------- , RESIDENTIAL COMMERCIAL ---1 , V. Furnace i New Construction Interior Improvement i I I Permit Type Air Conditioner Install Piping Processed li i , I i Air Exchanger Gas —Exterior HVAC Unit Heat Pump Under/Above ground Tank I 1 1 (____Install/ Remove) , - Other I RESIDENTIAL FEES 1 : , $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge I $100.00 Residential New,includes State Surcharge — ,..$33,982.00 TOTAL FEE ! COMMERCIAL FEES 1 Contract Value$ x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge =$ Permit Fee i =$ Surcharge Surcharge;-- Contract Value x$0.0005 i If the project valuation is over$1 million,please call for Surcharge .$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by sig ng up for an email update on the City's website at www.citvofeaoan.comisubscribe. I hereby acknowledge that this information is complete and accurate; that the work will be in cony 14? . 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. . viri out 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. ..„„„,..... it X Michael Stang C3 .. 0 Applicant's Printed Name Applicant's Sig .,ture _.,-----; FOR OFFICE USE ..ii,„ Required Inspections: Reviews y: ; Bit ' Date: jzfUnderground Rough In j Air Test Gas Service Test in-floori-teat Final HVAC Screening )4 7RECEIVED FEB 21 2018 HORIZON CONTRACTORS,INC. 8197 Horizon Dr. Shakopee,MN 55379 Mike: 612-508-9226 Fax: 952-445-8109 ***WORK DESCRIPTION*** PROJECT LOCATION: Sattler Remodel 902 Wild Rose Ct. Eagan, MN WORK TO BE PERFORMED/EQUIPMENT: Pull furnace and a/c for existing second floor system. Pull air exchanger for second floor and move to Second Floor Mech. Room. Install Bryant 986TB42060/95%/2-stage/variable speed furnace on Second Floor. Install Bryant 126BNA024/15.5SEER/2-ton a/c system for Second Floor. Install new Aprilaire 600 humidifier on new Second Floor equipment. Re-use existing thermostat for Second Floor. Install 4"filter at new system: Rework/extend fireplace gas and connect at new location. Rework/move range gas and connect at new location. Run new main gas to Second Floor. Remove fireplace gas line to Second Floor. Vent range hood to 900cfm. Supply and install Electro Industries/EM MA-15/heated/powered make-up air. Vent new dryer in Laundry Room. Vent/re-vent 5 bath fan vents. Remove existing Second Floor dryer duct. Leave roof flashing. Pull ductwork to second floor and put in dumpster. "T"Lower Level duct into existing main floor duct(need access panel for handle) Remove unused Lower Level supply duct running back to Mech Room. Rework Main and Lower supplies and returns as needed(leave returns as flex and extend). Run new ductwork for all new Second Floor duct system. Insulate new duct to code. Aeroseal Second Floor duct system. Supply and install Shoemaker grills and registers for whole house. Install new in floor tubing to Master Bath,Baths 2 & 3 w/3-zones. Fill and purge existing and new in-floor tubing running off combi-core. Permit and trips to meet inspector. ,7z) 4 )4- C°Ma di/t, �.a „��,:c /1 72c Thank you, Michael Stang, CEO 9 0 o. 0/a,,, RitM Gr 7 Lit7 373 . Ai_ wrightsoft. Load Short Form • Job: Sattler P /1/1/ Id W i2iv G,z!i%iG Date: Feb 09,2018 Entire House RECEIVED Mike Horizon Contractors, Inc. FEB 2 0 2018 8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-445-8109 Email:mike@horizoncontractors.us Project Information For: Hendel Design Information Htg / Cig Infiltration Outside db(°F) -15 ✓ 88 ir Method Simplified Inside db(°F) 68 75 Construction quality Average Design TD(°F) 83 13 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 51 40 HEATING EQUIPMENT COOLING EQUIPMENT Make Armstrong Air Make Trane Trade Existing Equipment Trade Existing Equipment Model G1D93BU112D20D Cond 4TTX5060A1000BB AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1895 cfm Actual air flow 1895 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.102 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 5 304 2278 62 64 6 Stor 001 413 5966 436 167 44 Bed 6 244 2012 56 56 6 Bar/Stair 569 3564 551 100 56 Bath 005 80 1013 32 28 3 B Mech 197 1370 542 38 55 Rec 644 6865 2523 193 257 Bath 008 100 1149 35 32 4 Bed 5 Vestibule 72 797 103 22 11 Office 80 1317 443 37 45 Pantry 120 2865 541 80 55 Laundry 120 3651 1186 102 121 Hall 005 154 3123 444 88 45 Mud 198 0 0 0 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -ltd w p ft- 2018-Feb-20 13:04:07 ...,---. .,.,-- Right-Suite®U niversal 2018 18.0.04 RSU07800 Page 1 ...Wrightsoft HVAC\Hendel Sattler Main&Lower.rup Calc=MJ8 Front Door faces: W Kitchen 286 124 1908 3 194 Dining 428 6700 1730 188 176 Pow 100 56 1845 277 52 28 Foy 128 7070 3276 198 334 Hall 103/Str 427 6221 1304 175 133 Den 210 3470 987 97 101 Hall 112 95 2359 275 66 28 Media 361 3759 1895 105 193 Entire House 5286 67520 18607 1895 1895 Other equip loads 7314 1131 Equip. @ 0.93 RSM 18317 Latent cooling 9045 TOTALS I (5286) 74834 I 27362 I 1895 I 1895 RECEIVED FEB 2 0 2018 Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Feb-20 13:04:07 Right-Suite®U niv er sal 2018 18.0.04 RSU07800 Page2 ...Wrightsoft HVAC\Hendel Sattler Main&Lower.rup Calc=MJ8 Front Door faces: W 4Wr1 �1 Component Constructions Job: Settler Date: Feb 09,2018 /14 Pie 4,0w/Zti it g L By: Mike Horizon Contractors, Inc. RECEIVED 8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-445-8109 Email:mike@horizoncontractors.us FEB 2 0 2018 Project Information For: Hendel Design Conditions Location: Indoor: Heating Cooling Minneapolis/Blaine, MN, US Indoor temperature(°F) 68 75 Elevation: 912 ft Design TD(°F) 83 13 Latitude: 45°N Relative humidity(%) 50 50 Outdoor: Heating , Cooling / Moisture difference(gr/Ib) 50.7 40.2 Drybulb(°F) -15 88 V Infiltration: Dailyrange(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 74 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fr Btuh/ft'°F ft'-°F/Btuh Btuh fir Btuh Btuh fir Btuh Walls 12F-Osw:Frm wall,stucco ext,3/8"wood sht 0-v ins,1/2" n 851 0.065 21.0 5.38 4581 0.90 764 gypsum board int fnsh,2"x6"wood frm, 16"o. . ud e 282 0.065 21.0 5.38 1517 0.90 253 s 1019 0.065 21.0 5.38 5486 0.90 914 w 545 0.065 21.0 5.38 2930 0.90 488 all 2697 0.065 21.0 5.38 14515 0.90 2419 15B11-8wc-4: wall,heav d or light damp soil,2"x4"wood int frm, n 435 0.043 19.0 4.08 1773 0.26 114 concrete wa ,r-10 ins,r-11 cav ins, "thk,1/2"gypsum board int n 311 0.041 19.0 3.51 1093 0.05 16 fnsh e 139 0.043 19.0 4.12 572 0.28 39 e 360 0.041 19.0 3.63 1306 0.10 36 s 400 0.043 19.0 4.16 1663 0.30 120 s 470 0.041 19.0 3.63 1705 0.10 47 w 190 0.043 19.0 4.16 790 0.30 57 w 320 0.041 19.0 3.63 1161 0.10 32 all 2625 0.041 19.0 3.83 10061 0.18 461 Partitions (none) Windows 4A5-2ov:2 glazing,dr low-e outr,argon gas,vnl frm mat,dr innr, 1/4" n 69 0.310 0 25.7 1771 9.32 643 gap, 1/4"thk;NFRC rated(SHGC=0.31);50%indoor insect screen;6.67 e 7 0.310 0 25.7 169 31.2 206 ft head ht s 51 0.310 0 25.7 1312 17.5 897 all 127 0.310 0 25.7 3252 13.8 1746 4A5-2ov:2 glazing,dr low-e outr,argon gas,vnl frm mat,dr innr, 1/4" n 150 0.340 0 28.2 4231 10.2 1536 gap, 1/4"thk;NFRC rated(SHGC=0.34);50%indoor insect screen;6.67 n 24 0.340 0 28.2 676 7.15 172 ft head ht n 61 0.340 0 28.2 1723 10.2 625 n 39 0.340 0 28.2 1092 10.2 396 e 22 0.340 0 28.2 619 24.0 527 e 11 0.340 0 28.2 317 34.2 385 w 48 0.340 0 28.2 1351 34.2 1644 all 356 o.3db 0 28.2 10009 14.9 5285 Doors 11PO:Door,mtl pur core type w 42 0.290 10.5 24.0 1009 7.25 305 2018-Feb-20 13:04:07 ......,h.,,,,--.....,..."Afr1 /0Right-Suite®Universal 2018 18.0.04 RSU07800 Page 1 AStik ..Wrightsoft HVAC\Hendel Sattler Main&Lower.rup Calc=MJ8 Front Door faces: W Ceilings 16B-44ad:Attic ceiling,asphalt shingles roof mat et eil ins,5/8" 210 0.022 44.0 1.82 383 1.07 224 gypsum board int fnsh ii 4 n2/4) 16B-50ad:Attic ceiling,asphalt shingles roof ma eil ins,5/8" 203 0.020 50.0 1.66 336 0.97 197 gypsum board int fnsh Floors 20P-38t:Fir floor,frm flr, 12"thkns,tile fir fnsh,et -v ins,amb ovr 4 0.030 38.0 2.48 99 0.26 10 21A-24t:Bg floor,heavy dry or light damp soil,6'depth 2623 0.025 0 2.07 5430 0 0 RECEIVED FEB 2 0 1018 -Pk yyriahtsa 2018-Feb-2013:04:07 .- 47 ...,g Right-Suite®U niv er sal 2018 18.0.04 RSU07800 Page 2 ...Wrightsoft HVAC\Hendel Sattler Main&Lower.rup Calc=MJ8 Front Door faces: W (1.0 02- //Ad i«sGr L c,Ir /2Cei J 7 Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. RECEIVFD IFGC Appendix E,Worksheet E-1,1346.6012 Residential Combustion Air Calculation Method FEB 2 1 2018 (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: �' ,tet _Draft Hood _Fan Assisted irect Vent Input: Jr 00 Btu/hr or Power Vent Water Heater: �f �7,+ _Draft Hood )4 Fan Assisted _Direct Vent Input f k��0 C Btu/hr ` or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. /�Y The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ../5- [1 ft3 LxWxH L W H I% 5 X t`LS+J4 7e a Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KA1R Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) if CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP S. 4b.Known Air infiltration Rate(KA1R)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 74-000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: Cal0 C. ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: () Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA RVNDA TRV= e t C) 4. 0 _ +I;J 000 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP S. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= LS/6 / 6e0C1 = e Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- t Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input:7620(c) Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): ��l1 Total Btu/hr divided by 3000 Btu/hr per in2 CAOA-7t+,of /3000 Btu/hr per int= =. r 3 3 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CADA= ..95s3 3 x 75- _ 11 Int Step 9:Calculate Combustion Air Opening Diameter(CAOD) ,`I ff1 CAOD=1»13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= in.diameter C� go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. l:\Building\SafetyPolicieslnformation\Current\2016\VentMakupCombAAirCals122815.docx Page 5 of 6 . 11 Use BLUE or BLACK Ink it For Office Use U �/c ... . % ..: ### 7 Permit#: Permit Fee: p.0..0, ' Date Received: d RECIE•.,E ? ,o , 3830 Pilot Knob Road I Eagan MN 55122 Staff: 1,►,,ti Phone:(651)675-5675 I Fax:(651)675-5694 FEB 2 3 7018 buildinginspectionst citvofeagan.com 2017 RESIDENTIAL BUILDINGP MIT APPLICATION Date: Site Address: 1. x/02. to ; Id ( 4 - Unit#: X1ff' E C Q 9 111,1,,:,1:*' :-,1 AN Name: Sattler Residence Phone: ��' b96 4 (e ,estdent/ . 902 Rose Court Eagan MN 55123 Owner�l,Io Address/City/Zip. g ft sins ,, , �� �i Applicant is: Owner X —,/ Contractor ,rTYpi � p P.� PdAI- on eicif irk � Description of work: ��C�/l � iq li �,� Construction Cost:re $� 2-c10� Multi-Family Building: (Yes /No X ) , s 0p1 Hendel Homes Rick Theisen,0oots � Company: Contact: 5�, ,pi�'t'ttt it m Address: 15250 Wayzta Blvd #108 City: Wayzata lintradtor state: MNZip: 55391 Phone: 952-404-7204 Email: Rtheisen@hendelhomes.com �t � �� a �'"! BC 192308 ,' License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: Home built in 2006 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: Fire Suppression Contractor: Phone: NO Plan end -pportin ocr�rrients of submr re C eredtob • s,t i ormatio t Po}tionsof 7-- o -. s ay es aT_ l ss�e d snon-p 11116 fprovide' pec fireasons tfhac iri permit th - 1 c ud that ey are �, lm� 11 11 You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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. 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.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work 'll be' conformance with the ordinances and codes of the City of Eag-•• that I understand this is not a permit, but only an application for a permit and w,rk is not to start without a permit; that the work will be in ac ii ce with the approved plan in the case of work which requires a review and a•.rova of plans. x ' w.ti C x iiimik - Applicant's Printed Name Applicant's Signature Page 1 of 3 DO.NOT WRITE BELOW THIS LINE 902 //)," a G-E OMS 71100C‘) SUB TYPES 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* i- Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation /3 bap Occupancy ZI C- –/ MCES System Plan Review Code Edition s2o/5 SAC Units r'- (25%_100% (/) Zoning 71 --/ City Water Census Code /y 3H Stories / Booster Pump — #of Units I Square Feet A9*G PRV #of Buildings / Length .1/-' Fire Suppression Required Type of Construction J44 Width P l' 7 " REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footin•s Additio• ' ,; Final/No C.O. Required d►. oun• ion `.. • r=--•• :- • - : .- fill HVAC_Gas Service Test Gas Line Air Test -oof: - Ice&Water * Final Pool: Footin•s •it/Gas Tests _Final ,e- Framing 1, 30 Minutes 1 Hour Drain Til: Fireplace:_Rough In Air Test _Final Siding: Stucco Lath Stone Lath _Brick_EFIS Insulation Windows 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 x56se4A4 P ai44 Q ,----- e~� IL e419 Base Fee Surcharge Plan Review /13 frill" MCES 13 - MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies ;.@- 61J-51 TOTAL Page 2 of 3 RECD` I. M !IA 4'‘) 1/71-7 Larson Associates,Inc. July 2,2018 Architects and Engineers Eaken Avenue N.E. - J Buffalo,Minnesota 55313 Mr.Rick Hendel i;t„. (/ 2 Tel. (763)682-9530 Hendel Construction,LLC larson.ledi a tnail.com 15250 Wayzata Blvd, Suite 108 Wayzata,MN 55391 —1724 e: Sattler Residence 902 Wild Rose Court f Eagan,Minnesota Dear Rick, I visited the above referenced project on June 28th to inspect the existing construction to date,specifically the items of concern by the building inspector. I met Eric Hill at the site and we looked at the framing together.I have also attached updated structural plans showing changes and modifications to the original plans. The following is a list of changes and/or verifications of the structural elements of the project. 1. At the garage—pour the 12"diameter concrete pier below the corner of the extended Laundry Room floor.The installed 2—9'A"LVL floor beam will cantilever beyond the post about 3'-6"to also support the stair landing and the top of the stairs. Where the double 9 'ls"LVL attaches to the exterior wall ledgers add two Simpson A34 framing angles to the inside corner to reinforce the existing connection. 2. The two 5 'A"x 7"treated PSL columns bear directly on top of the existing concrete block walls.The block does not need to be core-filled with concrete below the columns. 3. The new window opening headers at the main level are shown on the updated plans. 4. At the between the Powder Room and the Kitchen there are a number of existing floor trusses and one floor girder truss which bear on the new triple 24"LVL beam.The new bearing points are offset from the existing line by about 6".Those trusses continue over the LVL beam.I recommend that at the single floor trusses a''A"plywood gusset be attached to one side of the trusses from the existing vertical 2x4"bearing"web to the next vertical web at the cantilevered section.Nail the plywood in place with 8d nails spaced at 4"o.c.along all truss members.At the girder truss an LVL triangular bracket was installed to enhance the bearing.I recommend that the LVL gusset be further attached to the 24"LVL's with three(3) Simpson A35 framing angles attached to one side of the gusset and beam. 5. The interior header between the Pantry and Kitchen is now shown as a double 11 7/8"LVL. 6. Above the Den near the front of the house new roof trusses were added above the existing roof trusses.The existing roof trusses were left in place, I, but were cut as needed to install the new triple 16"LVL beam. The top chords of some of those trusses are now unsupported.The supported trusses have been hung from the framing above the beam with a 2x4 member angling up from the ends of the cut trusses.I recommend that the ends of the now unsupported trusses be attached in a similar manner with a single 2x4 at each truss. 7. At the roof-ceiling at the main entry—add a Simpson twist-strap tie from the end of the truss to the LVL beam. 8. Add metal joist hangers to joists at upper stair landing. 9. At the lower entry crawl space,there is a double 2x8 installed at the bottom of the angled wall to support the revised framing above.This looks odd but will be adequate to support the loads from above. 10. During construction,the bearing point of the triple 24"LVL changed to bear on the corner of the Pantry.That load is transferred down to the lower level bearing wall and is supported on the existing continuous wall footing, which will adequately support the load. 11. At the upper level Screen Porch add Simpson LPC6Z brackets(or equal) to connect the bottom of the new 6x6 columns to the bearing below.Also, add a Simpson A35 framing angle to connect the corner columns to the beams. 12. Above the entry Hall there is a Simpson MSTA52 strap tying the upper wall to the lower wall. Add more studs in the wall so that the strap has an adequate amount of wood to nail to. Please review the attached plans and above information and let me know if you have any questions. Sincerely: Il p ill• K. Larson, `.E. ctural Engineer Minnesota Reg.No. 15847 2180031t2 jkl Larson Associates,Inc. 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P2, Q, Q1. are all different. 3- R3 have a similar end as the "S1" truss above. 1'-0"I- 3-0,1/4"t 11'-0'1\_ 3 Raise ceiling Shlrn: ff6 , prior to Mod. 5'-1" hall framing I Remove after Mod. (both halls) ik _ y TRUSS -=ALLWAY DEQ'\I� 8IV ° 0 4 /4"= P-0" i ° ° mOe �n� ,tee. iI TRUSS MARK "S1 " _ See Sheet X2 I S1 S1 Si Si S1 S1 S1 s TRS MARK See etail S e X3-X6 16'_3" .,. _ 12" 91 \ a —Proposed Raised Ceiling Area: 36'Ix 16'-3'± x 6"H _ _Q — _ L- K. Pr posed ised._ =piling Area 36"x 1 '-5"f' 6"H _'''''- 2 10 f11 i -1 -H I I I I I I i . I I r General Notes: o R3 I I I _Truss modifications based upon original drawings. o `N t - _Dimension based upon minimal Info. Verify... Co based upon 4_of hallway+ finished 36" Coffered ceiling I N R3 — Shoring &stability during construction / Contractor - , R3 aI ILI i i `°. I I I I I I € l I ,. ...t-c.4 x ,mss ,......� 902 _ TM ° �... ° I I I' I hereby certify that this plan, specification, I I I I i I or report was prepared by me or under my direct supervision and,.that I am a duly Licensed Professional'Engi eer under the ' RU SS F�AM1\G ?LAIC laws ,of the State of M- sota.� , �./ CO Warren D. Rutledge T - Date:2018.05.17 Reg. No. 1 4736 0 1/4" = 1'-0" SATLER RESIDENCE 1 PAGE / SCALE WR D E I('` N DATE 1 /4"=1 '-0" HALL TRUSS MODIFICATION SIG X 902 WILD ROSE COURT STRUCTURAL ENGINEERING 2018. 05.17 EAGAN, MINNESOTA 55123 1409 S. 7th St. HOPKINS, MN 55343 JOB FILE 0 952-935-5550 wrdesignse®msn.com ("<> `m2018\366-6Hendel\366-6Sh C:\Users\warren\Documents\WR_Draw\Misc2018\366-6Hendel-T\366-6X1.dwg, 2018.05.17 12:22:26 PM, 0.25:12 S 1. • STEP 1 1 .2\...N_ 49"..verify Step 1 : Infill between top and bottom chords w/ 1-2x4" SPF #2 or better toe nailed into top and bottom chord. STEP 2 /All r � , —, 2 I � — Step 2: Glue and nail 2x6" SPF #2 or better to near side of truss (trimmed to fit slope) w/ 2-16d nails into each member covered. STEP 3 26'min 1111,1.1111 0 Step 3: Step 3: Glue and nail (1) 2x4" SPF #2 or better to Glue and nail 1-2x8" SPF #2 or (1) side of truss (trimmed to fit slope) w/ better to near side of truss (ripped (2) 10d nails into each member covered. to 6y"x17-1/2") w/ 2-16d nails into each member covered. \ 163' 37y' I 28' -.--- 82' Step 4: STEP 4 Glue an. - - , — 4x82"x Y"PI : de of #SDS25312 2@6"/ int. —1/2" Simpson St screws. new 2x6 Chord Members #SDS25312 @3"% int. ' ex. Top Chord Members ® .•.•.' 1 oma 'SDS25312 ©1Y2"% in.o Step 5: NiSDS25312 @1)c% into ex. Bot. Chord ex. Bot. Chord Membe•s Cut out Members 6 Y2"x37Y" SDS25312 @1Y"% into ex. Added Vert. 0 TRUSS Si ELEVATION opening 1/2"= 1'-0" I hereby certify that this plan,specification. BATTLER RESIDENCE PAGE / SCA1_E a report was pprepared h mea under my X2 1/2"-1 —0" direct d Professional n. i I an a duly DESIGN /\ Licensed ProfStateol En Deer under tth lows of the State of ', •ta._� HALL TRUSS MODIFICATION WR DATE ;2 `gy mSTRUCTURAL ENGINEERING 2018.05.17 Warren D. Rutledge 902 WILD ROSE COURT JOB FILE Date:2018.05.17 Reg. No.14736 EAGAN, MINNESOTA 55123 1409 S. 7th St. HOPKINS, MN 55343 9 952-935-5550 wrdesignse@msn.com 0 m2018\366-6Hendel\366-64 C:\Users\warren\Documents\WR_Draw\MiscZ018\366-6Hendel-T\366-6X1.dwg,2018.05.17 12:25:31 PM, 0.5:12 ��- STEP 1 P 2 ....--------''------------ - -. _._,__,._______,,.,_ , _...,----),---- ,--:.--- 1 r 1 See 1: Glue and nail 1-2x6"x10' SPF #2 or better to near side of truss w/ 2-16d nails into each member covered. Step 2. Glue and nail 1-2x4" SPF #2 or ST/ EP2 better to near side of truss w/ 3-16d nails into each member covered. r- 2 2 \` ',..- � 2 - -7"/ 2 SDS25312 @2"/f into Step 2: Glue and nail 1-2x8" SPF #2 or better ex. Web Members (ripped down to 63/2" ® bottom chord) to near side of truss w/ 3-16d nails into STEP 3 bottom chord. #SDS25200 @2 % Int. new 'scab' Diagonal •i i . ? I #SDS25312 @6"/ � ,. 3 �' into ex. Vert. lei —.--- -I I, ._L #SDS25200 @3"°/ SDS25312 @2"/ into ex. Stagger hi9h/fow into Bot. Chord Members new 2x6 Chord Step 3: Glue and screw 1-39"x91"x Y" Plywood to side of truss with 3Y" Simpson SDS I screws into bottom chords and 2" Simpson SDS screws into scab. Step 4: Cut out 6—Y2"x37Y4" opening ® TRUSS P2 ELEVATION IR„= I,_0„ I hereby certify that this plan,specification, : PAGE // „SCALE—0" Licensed or report was prepared b me or under my SATTLER RESIDENCE DESIGN X3 i 2 1 0 direct supervision and that I am a duly — Licensed Professional En sneer under ttr laws of theemState of not°. ' HALL TRUSS MODIFICATIONWit DATE `' ` �. 902 WILD ROSE COURT STRUCTURAL ENGINEERING 2018.05.17 Warren D. Rutledge 1409 S. 7th St. HOPKINS, MN 55343 JOB FILE Date:2018.05.17 Reg. No.14736 EAGAN, MINNESOTA 55123 952-935-5550 wrdesignse@msn.com © m2018\366-6Hendel\366-6S]� C:\Users\warren\Documents\WR_Draw\Misc22018\366-6Hendel-T\366-6X1.dwg,2018.05.17 12:26:50 PM, 0.5:12 STEP 1 ------- ,„„...,_....,___,.._,.._....,_____., L .-------;-- - 1 \ 7 Step 1: Glue and nail 1—2x6"x8' SPF #2 or better NEW Bot.Chord. to near side of truss w/ 2-1 6d nails into each member covered. STEP 2 ' ,g. _ �6 ' 2 i i� I 2 I 25"± 'tep 2: Glue and nail 1-2x8" SPF #2 or better (ripped down to 6—r to near side of truss w/ 3-16d nails ea.end STEP 3 #SDS25200 I, 'c int. ne •iii Diailona► #SDS25312 @6"% , into ex. Vert. ii 3 • • • • • ;7-#SDS25312 @2"% P!.- - ••• •:` xi into ex. Bot. Chord Members #SDS25200 @3"% Stagger highlow into new 2x6 Chord Step 4: Step 3: Cut out Glue and screw 1-26" x91"x Y2"Ply. to side of truss with 3-1/2" Simpson SDS 6 2"X37)/4" _1 screws into bottom chords and web and 2" opening Simpson SDS screws into new Bot.Chord. TRUSS Q ELEVATION \s„...5,1 1/2"= 1'-0" I hereby certify that this plan,specification, / SCAEdr r art was prepared by t I a under 7 SAILER RESIDENCEx4 1/2"=1 0"direct a Professi and that I am e dulyDESIGNor repo Professional Eb.IPeer underWR laws of the State of ' •ta. HALL TRUSS MODIFICATION DATE / 2018.05.17 902 WILD ROSE COURT STRUCTURAL ENGINEERINGWarren D. Rutledge 1409 S. 7th St. HOPKINS, MN 55343 JOB FILE Date:2018.05.17 Reg. No.14736 EAGAN, MINNESOTA 55123 952-935-5550 wrdesignsesn.com © [ PAGE 2018\366-6Hendel\366-65 C:\Users\warren\Documents\WR_Draw\Misc2018\366-6Hendel-T\366-6X1.dwg,2018.05.17 12:27:20 PM, 0.5:12 STEP 1 Q1 ---,..„._______________ 414r44% , , 1N 7 a Step 1 Glue and nail 1-2x6"x 8' SPF #2 or better NEW Bot.Chord to near side of truss w/ 2-16d nails into each member covered. STEP 2 r SDS25312 @2"%f into ex. Web Members 1 1 •`. 1 1 2 2 tep 2: Glue and nail 1-2x8" SPF #2 or better (ripped down to 6Y") to near side of truss w/ 3-16d nails ea.end. \ STEP 3 • • • 3 #SDS25312 @2"% _ into ex. Bot. Chord Members #SDS25200 @3"°/ Step 3: Stagger hi h�l into Glue and screw 12"x91" x Y2"Ply to side of g ow Step4...Ztruss with 3-1/2" Simpson SDS screws new 2x6 Chordinto bottom chords and 2" Simpson SDS Cut out screws into new Bot.Chord. 6 Y"x37Y" opening 0 TRUSS Q1 ELEVATION 1/2"= 1'-0" I hereby certify that this plan, r undeatlon, SATTLER RESIDENCE x5 1//2"SCALE 1 LE0" or r ort was.prepared byy me or under my dicen supeofewn and that I oe a duly DESIGN DATE licensed Professional En�gsneer under fhb laws of the State of tyn sato.`, HALL TRUSS \AODIFICATION WR >;22,,---- te ` / 902 WILD ROSE COURT STRUCTURAL ENGINEERING 2018.05.17 Warren D. Rutledge 1409 S. 7th St. HOPKINS, MN 55343 JOB FILE Date:2018.05.17 Reg. No.14736 EAGAN, MINNESOTA 55123 952-935-5550 wrdesignse®msn.com © m2018\366-6Hende1\366-6S]S C:\Users\warren\Documents\WR_Draw\Misc2018\366-6Hendel-T\366-6X1.dwg, 2018.05.17 12:27:47 PM, 0.5:12 STEP 1 R3 Verify w/ Hall offset Step 1: Infill between top and bottom chords w/ 1-2x4" SPF #2 or better toe nailed into top and bottom chord. STEP 2 2 Step 2: Glue and nail 1-2x8 SPF #2 or better to near side of truss (trimmed to fit slope) w/ 2-16d nails into each member covered. STEP 3 lMIAM J �a Step 3:" tep 3: Glue and nail 1-2x4 SPF #2 or Glue and nail 1-2x8 SPF #2 or better to near side of truss (trimmed better to near side of truss (ripped to fit slope) w/ 2-16d ea.end to 6)12"x17") w/ 2-16d ea.end STEP 4 is @3"/ Stagger hi raw • #SDS25312 @2"% new 2x8 Chord 111 ex. Top. Chord + Add.Vert 3 . into ex. Bot. Chord " " " ' " " Members Step 4: Glue and screw 1-14"x82" x Y2"Ply. side of truss with 3-1/2" Simpson SDS screws. TRUSS R ELEVATION 1/2"= 1'-0" I hereby certify that this plan,specification, PAGE // „SCALE �� ar repart was prepared Wel or under my SATTLER RESIDENCE X6 1/2"=1 0 Licensed Professional En sneer under tf� laws of the State of t?. HALL TRUSS MODIFICATION WR DATE 902 WILD ROSE COURT STRUCTURAL ENGINEERING 2018.05.17 Warren D. Rutledge 1409 S. 7th St. HOPKINS, MN 55343 JOB FILE Date:2018.05.17 Reg. No.14736 EAGAN, MINNESOTA 55123 952-935-5550 wrdesiqnse@msn.com © m2018\366-6Hendel\366-6S]� C:\Users\warren\Documents\WR_Draw\Misc2018\366-6Hendel-T\366-6X1.dwg,2018.05.17 12:28:31 PM, 0.5:12 VA ilc 7 / / I .....----,17...../V © uaoo-ust.ivasubisapJM 0805—cc6—Z062Z I \• ► A 'NV0 v'� %. o c17755 NIN 'SNINdOH '4S uUL 'S 6017 t N t--I )NNNT213ANTJNJ iv irLLJnii.S ienio IS•I H ahIM ZO6 S I±ON 1V N]J -�, L ct co e <. � " NOIld�I�I QO"1 S (lel 60Z W p98 �:� Id �Nzw�� goo " 3 -CDO �, r .-I C I:. 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II70. o �n C CV \,,,, , (n I � _ L_ \ c0 11 C/1 0 N I a - - - -• - - - - - � 1 ��0c4 H C/1 o sj iZ-+ •F 2 v 2 CO N \� it •� m N CO 0, 41) .5 CV 8 .9l ii < c� U', Y V J IJ .6 >-.1: .....cr) I cn c c c. a) µ Z ' U U o 0 0 I I � 2 N a) 0 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA154342 Date Issued:03/14/2019 Permit Category:ePermit Site Address: 902 Wild Rose Ct Lot:13 Block: 1 Addition: Royal Oaks PID:10-64800-01-130 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 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 - Brian R Sattler 902 Wild Rose Ct Eagan MN 55123 (000) 000-0000 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature