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1207 Spoonbill Cir11,11/ C!ty of aaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink 1 For Officeyse Permit #: cJj CC®� ��++,,���J1 Permit Fee:cJ` 00 Date Received:[/�/ ll Staff: 2011 MECHANICAL PERMIT APPLICATION Site Address: lam 41-nnhou Tenant: Suite #: J RESIDENT I OWNER Name: E� ilii (YlG C � yotie:b 1 O9 '1 Address / City / Zip: :y4 CONTRACTOR NameROYALTON HEATING $ COOLING License #: 4120 - 85th AVENUE NORTH City: Address:BROOKLYN PARK, MN 55443 State: Z,p-424-8333 Phone: Contact: Email: TYPE OF WORK New XReplacement Additional Alteration Demolition Description of work: CL2 0 ai-C11_.- c=4- 0—=7 . NOTE: Roof mounted and ground mounted e c a4ttical equipment is wired to be reened i t City Code. Please contact the. Mechanical Inspector for information ori permitted scree ring m tWads PERMIT TYPE RESIDENTIAL /Furnace COMMERCIAL New Construction Interior Improvement \ir Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank ( Install / Remove) Other _ RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State out appliances, ductwork, etc.) (includes $5.00 Surcharge) �p� State Surcharge) = $ 5�}-'- TOTAL FEE $95.00 Fire repair (replace burned COMMERCIAL FEES: $75.00 Underground tank installation/removal $55.00 Minimum (includes State Surcharge) . $10,010, surcharge is $;5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) OR Contract Value $ x 1% = $ Permit Fee - If the Permit Fee is Tess than _ $ Surcharge - If the Permit Fee is >.$10,010, Fee = $ TOTAL FEE (i.e. a $10;010411,010 Permit 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.aopherstateonecall.orsl I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x m60d— Applicant's Printed Name x Applicant Signature FOR OFFICE USE Required Inspections: Underground Rough In Air Test Gas. Service Te Final HVAC Screening Date: X,r„a✓ Tit: C!ty of Evan 3830 Pilot Knob Road Eagan MN 55122 RECEIVED Phone: (651) 675-5675 Fax: (651) 675-5694 NOV 1 8 2010 „ , p)r•Y1 0 ' Use BLUE or BLACK Ink \\1 xk Permit #: Permit Fee: ' —•\ Date Received/ Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION 0 Site Address: //2o 52i bi J/ ei ' CGU /11� S (a- /`�Oha»lm/4d t A o/.< h fr v Suite #: RESIDENT / OWNER Name: ,/itj r -►i-- nd 14(} Phone: 1 — / 77 7 g�/--1/1-2- Address/City/Zip: j2/9 7 ��6i/1 C 4.'ch (✓A.JA.' , S tz Applicant is: >4. Owner Contractor TYPE OF WORK Description of work: c (4J;7 '%7;a ties l ti se' 3 Win-- 1e''C ( +J Construction Cost: $02000 Multi -Family Building: (Yes / No ) CONTRACTOR Name: License #: Address: i C ty: Ce: '' 7 3V-9 (AM State: Zip: Phone: Contact: 4{ a A a 1H/rR? Email: COMPLETE In the last 12 months, has _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: _Yes Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: lans �� supporting docu nents � submit are considered tcr� � � � inforrnstion "EzPrr y rmat i be classified m att publ if you provi rticould ermit the a conclude that they are +cre.,- 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.aooherstateonecall.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 -plaanin thee case of work which requires a review and approval of plans / G Aan/i�veS ta L P1/ A S k7/ Applicant's Printed Name A • plicant's Signature Page 1 of 2 v\ CAV DO NOT WRITE BELOW THIS LINE 9 \p O 17_ SUB TYPES Foundation Single Family Multi 01 of Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% // ) Census Code #of Units # of Buildings Type of Construction Fireplace Garage '- Deck Lower Level Interior Improvement Move Building Fire Repair Repair 5zv 11311 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water _Final Framing Fireplace: _Rough In Air Test Insulation Meter Size: Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Final llS Siding Reroof Windows Egress Window Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* _ Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant Ptc -1 MCES System A4907 SAC Units R-1 City Water Booster Pump 33G PRV Fire Sprinklers /% r Sheetrock Final/ C.O. Required Final / No C.O. Required HVAC Other: Pool: _Footings Air/Gas Tests __Final Siding: Stucco Lath _Stone Lath _Brick Windows Retaining Wall: — Footings — Backfill — Final Radon Control Erosion Control , Building Inspector 3 3G ,iw l7,2c k. @ /o 91 O /r0 girt Page 2 of 2 to " Ph wNA the city of Eagoo SEWER SERVICE Connection Charge: Account Deposit: Permit Fee: Surcharge: Misc. Charges: Total: Dote Paid: CITY OF EAGAN 3830 Pilot Knob Road P. O. Box 21199 WATER SERVICE PERMIT Eagan, MN 55121 PERMIT No.: 5357 Zoning: i I DATE: 3'-23-34 Owner. ?rall Inc No. Of Units: 1 Address: Site Address: 1207 S oon b 11 =. Plumber: Lake Side P1b 81 D E to Meter No.: Size: Connection Charge: 50 , 40 Reader No.: Account Deposit: 15.00 1 egree to aoes? *h Permit Fee; 10.0Q Ordine"Ce. city of Eagen Surcharge: q d By Dote of hp.: l•I' JF EAGAN 3830 Pilot Knob Road P• O. Box 21199 Eagan, MN 55121 Zoning; i Owner: Addret ?t ress .: _.3.3 i . TY OF EAGAN 00 Pilot Knob Road 0. Box 21199 igan, MN 55121 Misc. Charges; - GG OQ ad m..« $r Total: Dote Paid: Inap.. A WATER SERVICE PERMIT PERMIT NO.: 5 ? _ DATE: ? S ? , 3-23- ''4 - No. of Units: _ 1 i Connection Charge: , 0 n ?- Account Deposit: 1 Permit Fee; GASH °fg°` ?1TWto1: ChOrgft. ,r Paid: CITY OF EAGAN 8 7 G 3795 Pik* Knob Road Eagan, MH 5312 " PHONEt 434-8100 BUILDING PERMIT Receipt # SF D14G/GAR "73 , 00() JA- 04 ,TUAPY 11 To be used for Est. Value Date . 19 Site Address 1207 SFOONRII,L CIR I,F Erect Q Occupancy 4') 1 Lot Block Sec/Sub. NICKW00D I:ST. Alter ? Pl Zoning IT A Parcel # 17-21900-400-01 Repair ? / Fire Zone Enlarge ? Type of Const. V of W Name '.'(ARELL INC. Move ? # Storie% Address 1000 E. 1461II ST. Demolish ? Length ' 7 - ,,,_ I1tiR1SVILLE _ 432-8131 Grade 1"1 V Death Sa. Ft. A Name u Addre: Name - --- -- - 1000 Z. ST. Address -3000 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. Signature of Permittee A Building Permit Is issued to: all work shall be done in auto Assessment Water & Sew. Police Fire Eng. Planner Council f1 Bldg. Off. APC Fees Permit Y ,,3_.50 Surcharge _ 10 Plan check SAC - Water Conn. { J,; ' 0 Water Meter Road Unit , .-0 Total I'4-C . on the express condition shat all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official Permit No. Permit Holder Misc. Permit No. Holder Plumbing H.V.A.C. Well Water Disp. Sewer Electric 3 ?4 o S '??.1e a ti Impaction Date Insp. Other Footings Foundation Framing F Rough Plbg Rough HVA Insulation _ 2 -y+ Final Plbg. Final HVAC 6-& s aK2W Final -?y ' ' : n , /Vd Water Describe Lo ation- Well Sewer Pr. Disp. Receipt MECHANICAL PERMIT Permit No. CITY OF EAGAN Fee Fill in numbered spaces S/C Type or Print legibly Tot. 1. Date 2. Installation Cost 3. Job Address Lot ' Blk. Tract 4. Owner 5. Contractor - 1 - Phone 6. :=c - Address (37 7. City State Zip 8. Building Type: Residential ® Commercial ? Institutional ? 9. Work Description: New E3 Add ? Alter ? Repair ? 10. Describe rin anal heptiFuel Type 11. Nat g+ No. Equipment BTU - M. Ea. Forced Air 1 - . , No. Equipment CFM dli Ai H Mfg. r an ng: Boilers Mfg. Mech. Exhaust Unit Heater Mfg. Other Air Cond. Mfg. Gas, Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 Receipt ` ' --? 6 -- 3. 4. 5. 6. PLUMBING PERMIT CITY OF EAGAN Permit No. - Fee Fill in numbered spaces S/C Type or Print legibly Tot. Date 2. Installation Cost Job Address-,'-, , T 8f Lot! t?Blk, Tract Owner Phone /,, °-4?; , 7. City 8. Building Type: Residential 9. Work Description: NewJW 10. Describe 11 State ;? Zip Commercial ? Institutionaf ? Add ? Alter ? Repair ? No. Fixtures Water Closet No. Fixtures Cesspool/Drainfield Bath tubs Septic Tank Lavatory Softner Shower Well Kitchen Sink Urinal/Bidet Other _ Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed: for Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved ; / CITY OF EAGAN 454-8100 CASH RECEIPT CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 19 AMOUNT $ & DOLLARS too E] CASH [:] CHECK row `? White-Payers Copy U Yellow-Posting Copy Pink-File Copy Tha k u BY CITY OF EAGAN Remarks Addition DUCKWOOD ESTATES Lot 40 Rik 1 Parcel 00 400 01 Owner NQ I il ..t ? ?';` r i ikUS Street 1'101 S1200nbill Circle State Fagan, MN 55123 < 1113 `(,(( 131 ` y f) A41, Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. mp 1 73T. 35 347.87 5 347.87 A 013770 4-20-84 GRADING SAN SEW TRUNK 1971 109.77 5.49 20 33.05 it to !SEWER LATERAL 4 _I c 1990 191.98 is 1918.81 WATERMAIN • WATER LATERAL WATER AREA 1972 111.81 5.59 20 39.14 rr rr • service • STORM SEW TRK # STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT ROAD UNIT WATER CONN. 450.0 40859 1-12-8 BUILDING PER. SAC PARK CITY OF EAGAN N? 8766 t ? 3795 Pile! Knob Road Eagan, MN 55142 PHONE: 454-8100 BUILDING PERMIT V_ L_ ,,,_, s.. SF DWG/GAR Receipt # ? L?V-SLR ? $73,000 Site Address 1207 SPOONBILL CIRCLE Lot 40 Block 1 Sec/Sub. Fl UC WW00D EST. 10-21900-400-01 ?- Parcel # o: Name HARELL INC. w zz Address 1000 E. 146TH ST. BURNSVILLE a?___ 432-8131 o Name SANE uu Address S F City Phone Gw Name PROBE ENGINEERINC _ 1000 E. 146TH ST. K Address 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. Erect M Occupancy R3 Alter ? Zoning R1 Repair ? Fire Zone N/A Enlarge ? Type of Const. V Move ? # Stories Demolish ? Length 56 Grade ? Depth 44 Sq. Ft.- Approvals Fees Assessment Water & Sew. Police Fire Eng. Planner Council 1/11/84 Bldg. Off. APC Permit 5 .S?L.UU Surcharge 36.50 Plan check 176.00 SAC 525.00 Water Conn. 450.00 Water Meter 60.00 Road Unit Total 1, 599.50 Signature of Permittee I A Building Permit Is issued to: MARELL INC. on the express condition that oil work shall be done in a ordo ce wl? 1 oppliwbla Store of Minnesota Statutes and City of Eagan Ordinances. Building Official ?!` ?;"^^? CITY OF EAGAN Yi N fc l FAtn ?/ To be used for BUILDING PERMIT APPLICATION Include 2 sets of plans, I site plan w/elevations b 1 set of energy calculations. 7?, c Valuation r) Date Site Address g;0 7 JIDAeNb . L / r. ,/-. Lot YO Parcel 6 Owner: P ? ? ? _ Block Sec./Sub. (JdckuleeZEt.'SErect ef C)? - 1 / Repair Enlarge Address: Phone o: V 3 X Pi 3 Contractor: Address: Phone #: Arch/Eng.: Address: OFFICE USE ONLY Occupancy Zoning Fire Zone Type of Const. Move 9 Stories Demolish _ Front <i ft. Grade Depth r( ft. Approvals Fees d?A Assessment Water/Sewer Police Fire Eng. Planner Council Bldg. Off..- - APC Phone n: y3 L 3artd . Permit 3 Sa Surcharge Plan Check / SAC ii" Water Conn. Y6-0 80, Water Meter 60 °e2 Road Unit TOTAL V3119. S Q This request -aid of ,. I, _ a? 1? s!, 18 months from G• A 31905 LIt0%B?,"buc4Kw00A SsT. 511J&2 Request ate a a Fire No. Rough-in Inspection flepuired? ?Ready NowXWill Noli}v.lnspec- lu Wh Q 99 yes ?NO r en Ready Licensed Electrical Contractor I hereby request inspection of above ? Owner electrical work installed at: Street Address, Bon or Route No. ? e7 / // City ? 'G 4; 10 n Ui <r t?rl ..bon No. Township Nulls or No. Range o. Count LuV Occupant IPRINTI Phone No. Power Supplier nn Address Elect ical Contractor (Company Name) j Contractor's Licen No. eer c, L+4? y! (? 17 Mail Address IContr for or Owner. Making In r 4( tailationl ,(?, a 7 o ' SJ1U Aut ed Signatur (C o nJrac down r Making Installation) Phone Number A /I d-fl'7o Z MINNISOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room N-191 BE ACCEPTED BY THE STATE BOARD 1821 University Ave., St. Paul. MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) 297-2111 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION EB-e0001.04 ' See instructions for completing this form on back of yellow copy. A- & q n h "X" Below Work Covered by This Request C //) Add Pap, Type of Building Appliances Wired Equipment Wired Home Rogge Temporary Service Duplex Water Heater Lighting Fixtures Apt. Building Dryer Electric Heatin Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Bulk Milk Tank Farm Other pep y Other (Specify) t er ISUeci fY Other Other ompuie Inspection Fee Below M Fee Service Entrance Size k Fee Feeders/Subfeeders d Fee Circuits / 0 to 200 AMPS 0 to 30 AMPS 0 to 30 Amos Above 200 Amts! 31 to 100 Amps 31 t0 100 A s Swimming Pool Above 100-Amps Above 100_Am s Transformers Irrigation Booms $' p Partial'Other Fee Signs Special inspection 6 nn 37 TO Remarks FEE >> aY1 Rough-in Date A, a or. bi Inspac or, hereby ?? ` ' card ly that the above Final (?"T:-^r t.'„i' y Q,fle % y inspection has been -(1 made. This request void 18 months from .f?i-Oboe Lcnytneeri?zg Compac?y $Ol 7sM42W-eleraW ?r-cafe Bscn-nsYille, Mina phosr?a 890-?71A?- LC9cil 27.Ycr4aiOn: Lot 40, Block 1, DUCKWOOD ESTATES, Dakota County, Minnesota. .e rn T?v/ 1 ? Imo/ ~I ?J? e\\ N 17 c f J 1 11 1, .?Y 1 \?• 1 L' SS?e S L pelf a (01 t( 44.3 `ivfo PRO \ C 22. o \\ LOT S \ Off' ? \ IA vy.ei 0 le'. (16 - t/ z? o 40 Ian; a44UoE s a m ? N 3 21.33 fr \ lyY'11 Q4 ,y t9 10 1 l ?J; 1 J KIa2rVA se? 2>6, BGW4-W-6 514??A ARF-d \ \q v(?.SJ PaavW`6E 4 vn r{ FJ se lW-lr Fao4r- 5otLDlw4 'Belo u.Jc I hereby certify that this is a true and correct representation of a tract of land as shown and described hereon. As prepared by me on this /e A- day of 7?wJARY . 19S4. /?+ Minn. Reg. No. /(x?Oe6 ?o 5.ejq C61orES F}ISr1.16 ELE?An v..{ ?9o5.64Y DEibTE3 PRbAW_ O ELWAIn.4 14 .?1 ?F 1 1 P\?srrES D 10.rc..noe1 tit 50 RFALC DRA W &&r- EXTERIOR ENVELOPE DATE 10 PHONE , a > 3? v Determine working square footage of each. 1. Total exposed wall area ..... Z id -15.1 Lo sq. ft. X 18 2. Total roof/ceiling area 13 O q sq. ft. X a4 = Total exposed wall area above floor = Z 3 5 8 ,2 a. Total wail window area ...... .........:..:........ 2 q9 -LO b. Total door area ... ........................ e. Total sliding glass door area .................... ?3 2 d: Total fireplace wall area ........................ 1 e. Total wall framing area (average 10%) ........ f. Total net wall area above floor ................. 194H 111 g. Total rim joist area ............................ I SL - Total exposed foundation area = `3D, 9 Lo h. Total foundation window area........... i. Toal net foundation area above grade ............ O. 10 Determine "U" value of ea:h wall segsent. a. 2yq.Lo X "u° 55 = 13'1 Z8 ? X 13?f = d. - X „u„ e. IQ3S Lo X „U" 0'1 la = I x.'13 f- 19 Nq.Z4 x %lull oy = SI g. 15 Lo X skull . a%4 = l6.z? h. X ..U., _ __._ „ "? ?? X 3 .................... Z y S ,.1 to...Total = ld 4 lv.lt 9 If item €3 is the same as, or less than item `1, you have met the intent of S3C 50C5(c)2. - 1 r .Ir 3 r k Total exposed roof/ceiling area = 1n Total gross roof/ceiling area = X30 J- Total skylight area k. Total roof/ceiling framing area 60, 1. Total net insulated roof/ceiling area....... 11'1 3 11`0 Determine "U" value for each roof/ceiling segment. ,..-. X Flu" _ k. I3o .. 4 11 x "u„ 1. !?. Lo x „u" 03 ..-- 4 .................13 O.......... Total If total of #4 is the same as, or less than #2, you have met the intent of SBC G006(01. a To utilized the total envelope system method, the values. established by the sum of items 03 and #4 shall not be greater than the sum of items #1 and #2. 3. MATERIALS Exterior Air Siding Material Sheathing Insulation -- Sheetrock Interior Air Studs Rim Conc. Blks. + 2. + 4. _ Therm. Rasisia oe "R" r, .`t5 .l0 8 1. ,2. . 2/84 a/ gg ---- CITY OF EAGAN APPLICATION FOR PERMIT - SEWER AND/OR WATER CONNECTION (PLEASE PRINT) 1) PROPERTY ADDRESS: 1207 5p00n''Bi11 Circle Eagan, Minnesota LEGAL DESCRIPTION: Lot 40 Block Duck Wood Estates (Lot/Block/Subdivisicn.or Tax Parcel I.D. Number) IF EXISTLNG STRUCT0E, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: (Month/Year) PRESENT ZON31r,/PROPOSED USE: 1(X R-1 SINGLE FAMILY ? R-2 DUPLEX (TWO UNITS) ? R-3 TOWNHOUSE (THREE + UNITS)( UNITS) ? R 4 APARTME'NP/CONDLkIINIUM ( UNITS) ? Ca4ERCIAL/RErAII/OFFICE E3 INDUSTRIAL ? INSTITUTIONAL/GOVERI11MENL 2.) APPLICANT (PLEASE PRINT) NAME: Prior Lake:Excavating, Inc. ADDRESS: 16670 Franklin Trail Suite 230 CITY, STATE, ZIP: Prior Lake MN 55372 PHONE: 447-8280 3) PLUMBER - PLEASE PRINT) - FOR CITY USE ONLY Pl bi L k Si NAME: um ng a e de PLUMBERS LICENSE: ADDRESS: 14444 Soirth'.khlghway 13 CE?L Active CITY, STATE, ZIP: Prior Lake,'MN' 55372 Q Expired No of R cord PHONE: 447-6080 PLUMBER LICENSE # 00,2387MO i a ni is 4) OCCUPANT/OWNER NAME: ADDRESS CITY, STATE, ZIP: PHONE: (PLEASE PRINT) Marrell Homes 1000 East 14urth Street Burnsville, MN 55124 432-8131 Suite 140 5) INDICATE WHICH PERMIT IS BEING REQUESTED: ® CONNECTION TO CITY SEWER ® CONNECTION TO CITY WATER CJIHM (PLEASE DESCRIBE) 6) INDICATE ONE: E] PLEASE HOLD APPROVED PERMIT FOR PICK-UP BY ONE OF ABOVE PLEASE MAIL APPROVED PERMIT TO 1, Q 3, 4 ABOVE (Circle one) 7) SIGNATURE: ??? / &Q) ? DATE: J' D ?Z "'????!??i!??"!!45t4??Pw?-:--?,-,-:::,-: m!M!MIM#?!?M?IWli+?ii?kl.iiiFil??Mth+hlWM?lkA?k!rtT!?f1?1!iM,*Nih!!i!?!h?k##r!?il+?+i?e? F O R C I T Y USE O N L Y PERMIT # ISSUED FEES: SEWER PERMIT (INCLUDE SURCHARGE) WATER PERMIT (INCLUDE SURCHARGE) . $ del WATER METER/COPPERHORN/OUTSIDE READER $ WATER TAP.(INCLUDE CORPORATION STOP) $ SEWER TAP $ `ACCOUNT ;DEPOSIT - SEWER $ i `5-? a ° -ACCOUNT DEPOSIT - WATER $ co . r '. WAC $ '.,SAC TRUNK WATER ASSESSMENT 'TRUNK SEWER ASSESSMENT $ LATERAL BENEFIT/TRUNK SEWER $ LATERAL BENEFIT/TRUNK WATER $ OTHER $ :. TOTAL AMOUNT PAID/RECEIPT # DOES UTILITY CONN ECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? C] YES IF YES, THEN-'A "PERMIT FOR WORK WITHIN PUBLIC ROAD WAY" MUST BE ISSUED BY THE NO ENGINEERING DIVISION. LIST AS A CONDT TION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY: TITLE: -?.?-? `p DATE: `!I ? ? ira?? ? Pk7?F+! ?!! ?A'!tT;l'k1?! R'fl!! R4?111!'?!R!I1!'#'!f ? !?!i??!IT;I'1k f?#'!I ? r"!i'R E'!1!"?t4 ?.. RECEIVEDPlr?C 1 IS81 rnvKNA+PP9 Aran I?W;TR7f'T WV; KNOW ALL MEN BY THESE PRESENTS, that the undersigned, Edward E. Parranto and Valentine Parranto, husband and wife, of the County of Ramsey, State of Minnesota, Robert H. Karatz and Naomi Karatz, husband and wife, of the County of Maricopa, State of Arizona, and Kenneth Appelbaum and Sally Appelbaum, husband and wife, of the County of Hennepin, State of Minnesota, being all of the fee owners of the following described lands situated in the County of Dakota and State of Minnesota, to-wit: Lots)l-, 3, 4, 5, 7, 8, 10, 11, 12, 13, 15, 16, 17, 18,,19, 20, 2.1, 24, 25, 29, 30, 31, 32, 35, 39,x40,41,43r 43, 44, 45, 48, 49, 50, 52, all in Block l;?and Lots 1, 2, 3, 5, 6, 7, 8, 9, 10, 11;'12;--13; 14, Block 2; all in Duckweed Estates, according to the recorded plat thereof, sometimes hereinafter referred to as "the land", do hereby set out the following covenants and restrictions, which shall run with the land and bind the parties hereto, their respective heirs, representatives and assigns, and all subsequent purchasers of the land or any part thereof, and their heirs,representatives, suc- cessors and assigns, to-wit: 1. These covenants and restrictions are to run with the land and shall be binding upon all parties and all persons claiming through or under the undersigned for a period of thirty (30) years from the date hereof, after which time said covenants and restrictions shall automatically extend for successive,periods.of ten (10) years each unless an instrument signed by the majority of the then owners of the above described lots has been recorded, agreeing to change such covenants and restrictions, in whole or in part.. 2. No lot shall be used except for residential purposes. ., No building shall be erected, altered, placed or permitted to remain - on any lot other than one detached single-family dwelling not to ex- ceed three stories in height and a private garage for not more than three (3) cars. 3. The size of any dwelling, exclusive of one-story open porches and garages, shall be: (a) in the case of a single floor structure, not less than 1,200 square feet in area on the main floor; or, (b) in the case of a split-level structure, not less than 1,200 square feet in area on the floor directly under the roof; or (c) in - the case of story and-a-half structure, not less than 900 square feet on the ground floor, and a total on the main floor and second floor of not less than 1,300 square feet; or (d) in the case of a two story structure, not less than 750 square feet on the ground floor and a total on the ground floor and second floor of not less than 1,400 square feet; or (e) in the case of a solit-entry structure, not less than " 1,200 square feet in area on the upper level, but a 258 credit will be given for finished area of lower level which is 50% exposed over fin- ished grade. no structure shall have a side exposure more than three stories in height from ground to eave line, considering as a story, an -` exposed walk-out basement. 4. No dwelling shall he constructed or maintained on the above described property without a garage. The garage may be either a separate structure from the house or attached. If an attached or a basement garage is utilized, then the overall length of the dwelling structure, exclusive of eaves or open porches, shall not be less than ., forty (40) feet. All garages shall harmonize with the house as to de- sign, materials and finished floor elevations. 5. Easements for installation and maintenance of utilities and drainage facilities are reserved as shown on the recorded plat. Within these easements, no structure, planting or other material shall he placed or he permitted to remain which may damage or interfere with the installation and maintenance of utilities, or which may change the direction of the flow of the drainage channels in the easements, or _1_ which may obstruct or retard the flow of water through drainagn chan- n-I!; in thr• ,•n 4r•mrn t. Thr ra:;rm?nt area of reach Inl- anr7 alI improve- ments in it shall,be maintained continously by the owner of the lot, except for those improvements for which a public authority or utility company is responsible. Lots which border on wet lands (Lots 24, 25, ? 20, 30, 41, 42, 43, 45 and 50, all in Block 1) will not be cut or filled within the easement area bordering the wet land, as shown on th,l, recorded plat. 5. No noxious or offensive activity shall be carried on upon any lot, nor shall anything he done thereon which may he or may become an annoyance or nuisance to the neighborhood. 7. No structure of a temporary character, trailer, base- ment, tent, shack, garage, barn or other outbuilding shall he used on any lot at any time as a residence either temporarily or permanentll 8. No sign of any kind shall be displayed to the public view on any lot except one professional sign of not more than four square feet, one sign of not more than eighty square feet advertising the property for sale or rent, or signs used by a builder to advertise the property during the construction and sales period, --9. ""'NO animals, livestock, or poultry of any kind shall be raised, bred or kept on any lot, except that dogs, cats and other household pets may he kept, provided that they are not kept, bred or maintained for any commercial purposes. 10. No lot shall be used or maintained as a dumping ground for rubbish, trash, garbage or other waste, and any such materials may be kept on the premises only in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept in a clean and sanitary condition. 11. The exterior of all structures shall be finished in wood, stucco, brick, stone or other approved exterior hard materials, 12. No filling or storage of refuse, discarded materials, junk or other obnoxious matter shall be permitted upon said premises, except within the house or garage. No storage of commercial, struct- tural or business equipment or materials shall be permitted upon the premises, except within the house or garage. No parking or storage of commercial vehicles shall be permitted upon the land, except for the making of usual and customary deliveries to and from the premises, and except that each owner may park one (1) commercial vehicle owned by him and not exceeding one (1) ton upon his lot at any time. Pri- vate vehicles upon the land shall be kept within a garage accomodating normal passenger-size vehicles. 13. No fence in excess of a height of six M feet shall be permitted upon the land or any part thereof, and all fences constructer thereon must be of new material in metal mesh, wood or metal picket or ranch type wood construction. All such fences shall at all times be properly painted, stained or lacquered, and shall be maintained in a neat appearing condition. 14. Enforcement shall he by proceedings at law or in equit}. against any person or persons" violating or attempting to violate any covenant or restriction contained herein, which proceeding may be eithc to restrain violation hereof or to recover damages for such violation. 15. Invalidation of any one of these covenants and re- strictions by judgment or court order shall not affect any of the other provisions hereof, which other provisions shall remain in full force and effect. IN TESTIMONY IPIiEREOF, the undersigned have hereunto set their hands this day of1979. -2- mii MA pp? )c1tvoF 3795 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN, MINNESOTA 55121 PHONE: (612) 454-8100 DATE: January 3, 1984 PE[1D1W, ASSESL-,M11T SEARCF BEA BLOMQUIST Mayp THOMAS EGAN JAMES A. SMITH JERRY THOMAS THEODORE WACHTER C.wctl Members THOMAS HEDGES City ACmniitratrn EUGENE VAN OVERBEKE City Clerk RE: Duckwood Estates, Lot 40, Block 1 1207 Spoonbill Circle, Eagan, MN 55123 Parcel # 10 21900 400 01 Requested by: DAKOTA COUNTY ABSTRACT CO. 1250 Highway #55 Hastings, MN 55033 I CERT= THAT ACCORDING TO THE RECORDS OF SAID OF?ICE, THE FO LOTTING 121PR0VEI'=TS ARE CONTE".-'L°TATID OR PENDING AFTER HAVING BEEN APPROVED, AND ARE NOT': PT 7-HE P?=SS OF PLANNRr OR CaIPLETION. Kind of Improvement Approximate date of Completion Approximate cost NONE T'7AIIJER: Neither the City of Eagan nor its employees quarantees the accuracy of the above in- formation which was requested by the person or persons indicated. Nor does the City or its employees assume any liability for the correctness thereof. In consideration for the supplying of the indicated information in the above form, and for all other consideration of any nature whatsoever, any claim against the City or its emplovees rising there from is hereby expressly waived. Levied assessments to be paid to the COU,NM TTLA.SURER AT F'.ASTINGS, ^7N. 55033 Very truly vc THE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY R: 3630 PILOT KNOB ROAD. P.O. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 Date: August 11, 1986 Requested by: ,FIRST SECURITY TITLE INC ;1501 W 80TH ST BLOOMINGTON MN 55431 BEA BLOMQUIST Mayor THOMAS EGAN JAMES A. SMITH MC ELLISON THEODORE WACHTER Cwmil Members THOMAS HEDGES CIV Adrrrin harp EUGENE VAN OVERBEKE CN Cl Re:?Duckwood-Estates 10=21900-400-01 J On the attached form is the City's response to your search request on the identified property. The information includes the original amount of the assessments and the payoff amounts of the assessments on the parcel. In addition, pending assessments are included for improvement projects that have been ordered to be installed by the City Council if there are any on this parcel. The City's policy is to levy assessments based upon the current or existing use of the parcel, as reflected in the above assessments. If, and when, the parcel is rezoned or developed to a higher use, that parcel shall assume an additional assessment obligation as a condition of development approval. The City Engineering Division can provide further clarification of this policy if you desire. WAIVER: Neither the City of Eagan nor its employees guarantees the accuracy of the information which was requested by the person or persons indicated. Nor does the City or its employees assume any liability for the correctness thereof. In consideration for the supplying of the indicated information on the attached form and for all other consideration of any nature whatsoever', any claim against the City or its employees rising therefrom is hereby expressly waived. Levied assessments can be paid to the CITY OF EAGAN. Very truly yours, SPECIAL ASSESSMEN Tg, Attachment Special Assessment Search THE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY TRANSACTION ID: 8768 SPECIAL ASSESSMENTS SPECIAL. ASSESSMENTS SEARCH SUMMARY PROPERTY I.D. TODAYS DATE: 08/11/86 ---SPECIAL FLAGS---- i-2-3-4-5-6-7-8-9-1v I0-21900-40ti-Oi S.A.# ASSESSMENT DESCR. YR YRS RATE TOTAL ANN.PRIN. PAYOFF COMMENT +t+ SUMMARY OF ACTIVE r ; #?? THIS YEAR'S TOT P&I .00 00 .00 .00 Press F1 or F< (Header Form) or F7 (Restart 8768) - r City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 1\10V - 8 2011 r Use BLUE or BLACK Ink For Office Use Permit #: D s Permit Fee: Date Received: Staff: 313 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Unit#. U -/O-R Date: Site Address: 1201 RESIDENT I OWNER Name: 14 d h iit M rr t F) CL %12--19 (/ S ft -t- ( Phone:6 C7 3 a 9- - Address / City / Zip: ( d -7 .-r d ®v'J G c L C t 62 Applicant is: Owner Xontractor TYPE OF WORK Description ofwork: 2 ¢a ,- y ,SLA S pc.> .4-' PO 62, e- - SI 4-(1 ` Construction Cost: 4 C., ®b Multi -Family Building: (Yes / No ) CONTRACTOR Company t i d T [s0 c cmc- Contact: `_/{ ,i'i i f -4 CCf Address: '3' 1--L)bp' *� riD�4 ft.�z- S, City: �•DC� C J U , State: ) Zip: 531-17 5' Phone: � Ss d - S -- ` ci 7 [! 11 License #: go.... --6' 3 (s Lead Certificate #: If the project is exempt from lead cification please explain why: (see Page 3 for additional information) In the last 12 months, Yes No If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 daFermit issuance. xCl f J Applicants Printed Name x, Applicant's Signature Page 1 of 3 /9 0� 61)(c, i I I C /rI,O NOT WRITE BELOW THIS LINE SUBTYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New X Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100%, Census Code # of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Level Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Interior Improvement Siding Move Building Reroof Fire Repair Windows Repair Egress Window _ Water Damage *Demolition of entire building - give PCA handout to applicant Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* Demolish Interior Demolish Foundation 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 Air Test Final Insulation Sheathing Sheetrock Reviewed By: rz MCES System 2007 in..<66, 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 _ Siding: _Stucco Lath Stone Lath _ Windows Retaining Wall: Footings _ Backfill Radon Control Erosion Control , Building Inspector Final Brick Final RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL v\--5w1O° Noo /q,e-/R six tic /-7#0 )7T Pa2 of 3 .1:7,recnbe 6 regineervin..g Com ►an y OI 7) cx weZermty .. ..uarnsT-ille, Mina .Phonier 890-4704 C�er licaLic_sy 4Su ry e < laZ 44cr4g ion: Lot 40, Block 1, DUCKWOOD ESTATES, Dakota County, Minnesota. EAGAN REVIE ED ria) I hereby certify that this is a true and correct representation of a tract of land as shown and described hereon. As prepared by me on this /d +4 day of 07444k) A RY , 19 ea. . C10;-.0)' DEA ores 64tsT .3c. E.Lel'A too et 05. oo.4DF-ores P% oPb D 61-641A e'•1 {a p►C-*TeS D t Rec,.rIDJ ar 5'3E -FM -C. PRA t.J ALa.' I X07 SP,o,v,3/GL Gl lad07 Sfa v iiZC . /4 pq'iV'''r'# M©A05/ MiTek' RECEIVED JUN 012012 MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314-434-1200 Re: QTRHC0041485 mohammad dehdashti (dt) The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Midwest Manufacturing. Pages or sheets covered by this seal: I19038995 thru I19038995 My license renewal date for the state of Minnesota is June 30, 2012. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. I Hereby certify that this plan. speci- fication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional Engin under the laws of the Stat DATE REQ, NO. 21980 May 14,2012 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Job QTRHC0041485 Truss Ti Truss Type COMMON Qty 7 Ply 1 mohammad dehdashti (dt) Job Reference (optional) UNITS:1.0 ENG:DCR 119038995 Midwest Manufacturing, Eau Claire, WI 54703 1 -2-0-0 4-1-6 2-0-0 4-1-6 1 9-0-11 4-11-5 REPAIR: SPACING MODIFIED AS SHOWN 7.250 s Aug 25 2011 MiTek Industries, Inc. Mon May 14 10:55:02 2012 Page 1 ID:RYpgFgW7ZN5o7vuuUzOGnxy8oy0-09uTSvVGsP?edGUXgOZXBWOZNTSnOpyMF_gEkFzGc8d 14-0-0 18-11-5 23-10-10 28-0-01 30-0-0 1 4-11-5 4-11-5 4-11-5 4-1-6 2-0-0 4x6 = 5 Scale = 1:50.6 6-7-1 3x4 = 5x8 = 3x4 = ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" APA RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH 10d (3" X .131") NAILS DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: 2 x 3's - 1 ROW, 2 x 4's - 2 ROWS, 2 x 6'S AND LARGER - 3 ROWS: SPACED @ 0-4-0 O.C. NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. 6-7-1 1 14-0-0 21-4-15 28-0-0 7-4-15 7-4-15 6-7-1 m 0 Plate Offsets (X,Y): 12:0-4-8,0-2-41,18:0-4-8 0-2-41 112:0-4-0 0-3-01 LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING 2-3-4 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2006/TPI2002 CSI TC 0.67 BC 1.00 WB 0.99 (Matrix) DEFL in (loc) 1/deft Vert(LL) -0.21 11-12 >999 Vert(TL) -0.44 11-12 >761 Horz(TL) 0.14 10 n/a L/d 240 180 n/a PLATES MT20 GRIP 197/144 Weight: 106 lb FT = 0% LUMBER TOP CHORD BOT CHORD WEBS 2 X 4 SPF No.2 2 X 4 SPF No.2 2 X 3 SPF Stud *Except* 2-14,8-10: 2 X 4 SPF Stud, 3-14,7-10: 2 X 4 SPF No.2 REACTIONS (lb/size) 14=1828/0-3-8 (min. 0-1-8), 10=1828/0-3-8 (min. 0-1-8) Max Horz 14=70(LC 9) Max Uplift 14=-210(LC 9), 10=-210(LC 10) Max Gray 14=1841(LC 2), 10=1841(LC 2) BRACING TOP CHORD BOT CHORD WEBS JOINTS FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-339/63, 3-15=-3020/374, 4-15=-2928/382, 4-5=-2374/359, 5-6=-2374/359, 6-16=-2928/382, 7-16=-3020/374, 7-8=-339/63, 2-14=-499/149, 8-10=-499/149 BOT CHORD 13-14=-275/2755, 12-13=-250/2728, 11-12=-250/2728, 10-11=-275/2755 WEBS 4-13=0/259, 4-12=-913/155, 5-12=-82/986, 6-12=-913/155, 6-11=0/259, 3-14=-2821/488, 7-10=-2821/488 2-0-0 oc purlins (2-11-1 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). Rigid ceiling directly applied or 10-0-0 oc bracing. T -Brace: 2 X 4 SPF No.2 - 4-12, 6-12 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. 1 Brace at Jt(s): 5, 2, 8 NOTES (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=50.0 psf (ground snow); Ps=34.6 psf (roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Roof design snow load has been reduced to account for slope. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 34.6 psf on overhangs non -concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 14, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 14 and 210 lb uplift at joint 10. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4k,31nAyF WWT�Nf r� Verify design per e s and READ .11X/TES ONM s AND INCLUDED MITEK,REFERENCE P.AGE Ii -74V8 IBUFORB USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pee ISPor SPp)Ilumber'is specified, the desnIn values arethose 'effective i84101120121byALSC orlproposedlby'SIIB. Mu MiTek* 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 no z' 0 N Q 00 Z i 0 050c°0�Z Q 0 c-•000_0 3 N 09"'00070 � co O 3 (D ND 3 n-0 n Q:� CD n O O-0 R_n _. N -•0 Q n c x Q '-`7_, (Q Q• . CD °o 5•�D Q3 3 �_ CD c 3 Q .,c1(.° Q0 N 3.0`0 SCD �� On --00 N �n .(DK N FjQcoon.. 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O n� 3 X = an 3 O O `^• n 0 O 0 0 CDD Q �0 Q-0 H .n O C 7 N 'n C CD Q NOILVIN31110 aNY NOIIV00131Vld 3 O pamasaN sly6li Ild O1aLW Z LOZ © N N N 0 O Q x•� 3 CD CSN QP 3 QZg(pa(D =o�3m�m9 r• -)(1)D 4c 3 n3 N In �^ 0- N " �Qm mo Q()9" o°CD N c1 N -o O 03 Q 0-'0.0>D00 ( R O No Q(p N a z Q Q Q O Q 0 � Z Q< ZEE, - 0 0: -(7)6,-g02 Z o - (D (D 0 H Q o Q 0 9" 0 CDQ 2 (D Q ( O 6 9" Cn0 s o NON Q O 0.• N :spodad 9- x i S1`dAOdddY 3400 IOflaOdd _ ` Z =.0 O co m'TZN ay ~C7D D -1 a Z =m p -Im am cZ to W N to H MID N ,- V m D < -Z ~ RI Z Z n m T - xA m Ft =v co ` r m 0-I m Z Zl D -I m tO - D p n N 0 (T -1 =O 0 yrn C 0 N rn th TOP CHORD TOP CHORD weisAs 6uliagwnN O W V P Cn A P N - O y� O 0- S. 0. 7 0 4 a O 7 (D O 0 'OO (D 3 O; 9" Q� Q N (O -0 (D CD OO = 00 3 O 4.n c.=5 Q (D 603 ai- �,n 10 Q C n 0 3 (O O (2- O n '". 3 (0 03 (D N --< (D v3, CDD 3 (D C Q 7 N Q C. 3 3 3 Q CDD ,Ci, Q (D 04 S a71" -s' =ry"O 0 C (D CD -5 (Q 3 7 O 0 0 N 0 o Q. ,n N Q 0• ' .• O CD N 0 N S1 0 9"0 Q 00 3 (Da 4C - 3 ON 0 00 (D� <3 0a o- CD 2° (04 a(s °= 5'° Qc, ao ° c O 000 N 5 C 30 0 0 C 3 p_OC 9"0 c H o �Q 0 Qm o 0 30 c 49" P O P N O C '� N 3 Q Q 0 O O -0 554' 0- S c '° . C a c N 7:3 CD N a b 3 3 -(5 Q CO N 0 (3D f4 3 (D O Q (D "a - o CD °� CD CD C O CD (-°D (0 Q.Fc O° O g.(0 n •Nin o -5 3 Q Q 0 5 CO N' 9" 0 D' Q (U 0 (D 53 Q OS 3, N N 30 30_ 30 9"0 0 3 Q cO Fr Q zs m_ O� mQ -°O m� 0 (p0 C 5 �, - O O 4N N a3 Qom. (D n3 3 0- `< ' OQ 0� OQ (D O O 3 N 5 3 nH °n OQ 3° o o� O 0 m4 co6 3 (D , ="56 N 0 3 (D Q O j "' CD CO N Q O O.2 O 3 0 CS c - 3m 3 (T (D 3 C O u. 0 0 0 5- C(1)) CD (D . (D D Q ( 3 0 OQ 3 o, O CD 6O 0 ). 7 O c 3 0 CD (D CD 70 O� 3c 33 o 52 O v, nC o� 3 � a9" N 0- -op -O iD n m Q O 3 O- Q 3 0 oOCD NO -a Q3" Q �o c0.fl 6:T Q7o aO N a9" o Z N Q C 731 0 (D O O O. O Cut members to bear tightly against each other. A W N17.3 ^ 0 0._ 0Q -o O z 03 g4 Qa -(DO OCD OO 9"5 d (O -' N n r< N to (O CD (3DN 3m (09 cp 9"0 Co_ ma0°0 mm amo 5. 5� 0 0 mn2 °Q 5— o3 aa. O� O O •N _ o°° sm 0o-65 (05 °< CO Q.g 24 o(° 5.-- c5 cr �0<.. n o(D 9"p H O QO- ?N 3m,€Q (0 ccQ Q O C(D9"3 -o 72, (5 .QO.00Q -,,4 5 _ Oo 3 O' (O <i (Do- N H ° 00 064 g•1, •�C•0 o CD (D -07 Q5 C n N 5 cO CD ti (D Q 5 m CD (D co (O 7 Do Q < 3T 0 0 < CI, 11> 0 CD a sa4oN Amps