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1494 Rocky Lanep... 4 (9rdifirott of (Orrupattry Citp of Cagan Depa unnd of % abbAg ittaprrtitin 77ds Cerdfuaate issued pursuant to the requiremenb of Section 306 of the Uniform Building Code c"fying that at the tune of issuance this structure xas in compliance with the various ordinances of the City regulating building aonsou dion or use: For the foUowung: use CM213=60M S F DWG BIDS. &imic Na 316 00-PNXy Type R-3 M-1 zmiq D6b;a R-1 -Two., V-N Ow=orawa" JOE MILLER HOMES Aea? 3459 WASHINGTON DR HadipS Ad&= 1494 ROCKY LN L3. B2. SHERWOOD DOWNS II JULY POST IN A CONSPICUOUS PLACE CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: t o-r 1494 ROCVY LAME SHERWOOD DOWNS PERMIT SUBTYPE: 14 r owli INSPECTION RECORD PERMIT TYPE: Permit Number: Date Issued: Control No. out LOING •*0 316 04/23/92 3 O r OC k . APPLICANT: MILLER HOMES JOSEPH (612) 454-4663 TYPE OF WORK: NEW RFMAitr * : Poo W CONTRACTOR OE02-RYAN P11-06 Permit No. Permit "older Dabs 7bkn*mne N S/W PLUMBING 3A HVAC ELECTRI v!J ELECTRIC Inspection Date insp. Comm"" Footings I S z Foundation Framing Roofing Rough Plbg. Rough Mg. - l / isul. Fireplace Final , r Orsat Test Final Pbg. _ Plbg. Inspector - Notify Plumber Cont. Meter Engr./Plan Bldg. Final ?? ?Z tJ Deck Fig. Deck Final Well Pr. DIsP. b,Vl Address: 1494 ROCKY LN Lot 3 Blk 2 Sec/Sub SHERWOOD DOWNS These items were/were not complete at the time of the fina Inspection. Date: JULY 8 1992 Yes No Tnqnprrnr- Final grade (6" from siding) Permanent steps - garage Permanent steps - main entry Permanent driveway Permanent gas Sod/seeded grass Trail/curb damage Porch Basement finish Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of water supply to the outside lawn faucet before freeze potential exists. RCY¢ED [V [II White - City copy Yellow - Resident copy Pink - Contractor copy RESIDENTIAL BUILDING PERMIT APPLICATION Tr?7\ CITY OF EAGAN J J 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 New Construction Requirements • 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes; poured found design, etc.) 1 set of Energy Calculations • 3 copies of Tree Preservation Plan 0lot platted after 711193 • Rim Joist Detall Options selection sheet (bldgs with 3 or less units) DATE -3 "-10 , a? 0 RemodellReoair Requirements `?-?" _ _" '" "' 2 copies of plan 1 set of Energy Calculations for heated additions 1 site survey for exterior additions & decks Indicate if home served by septic system for additions VALUATION SITEADDRESS IyF-V ??CKy P MULTI-FAMILY BLDG _Y _N TYPE OF WORK eCk: FIREPLACE(S) _ 0 _ 1 _ 2 APPLICANT Kr, 10'7Z 405v? e C STREET ADDRESS ?Z77S 1?r6e 2KGvO CITY ll?v STATE/ Z/?%ZIP S??O`7 loS(-770 -d5? ?S TELEPHONE #06 ?'& 710 '53770CELL PHONE* ZV ' zZ6'S?S l( FAX # PROPERTY OWNER ?r Ce C f 7?cc ?-? ! sS TELEPHONE #&/57` COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 _ (J submission type) • Residential Ventilation Category 1 Worksheet Submitted • Energy Envelope Calculations Submitted AUG 2 1 2002 Plumbing Contractor: Plumbing system includes: Mechanical Contractor: _ Mechanical system includes: Sewer/Water Contractor: Air Conditioning Heat Recovery System Phone # Phone # Fee: $70.00 I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagat3? I ances. Signature of Applicant ??- OFFICE USE ONLY Phone # Water Softener Water Heater No. of Baths Lawn Sprinkler No. of R.I. Baths Certificates of Survey Received - Tree Preservation Plan Received _ Not Required _ Updated 4/02 OFFICE USE ONLY -, ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of - plex ? 09 07-plex ? 17 Garage ? 22 Parch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex 718 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or- N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding !L 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation ;G .0 Occupancy tz MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const _ Width REQUIRED INSPECTIONS _ Footings (new bldg) _ Final/C.O. Footings (deck) Final/No C.O. _ Footings (addition) _ Plumbing Foundation _ HVAC Drain Tile Other Roof - Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Framing _ Siding Stucco Stone _ Fireplace - R.I. _ Air Test - Final _ _ _ Windows (new/replacement) Insulation _ Retaining Wall Approved By Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Oka- ?f7a as Z Building Inspector '2,,(2 C-)-O Total * *' 2422 Enterprise Drive k. Mendota Halghta, MN 55120 k p10NEEp _ LANG SURVEYORS • Gyfl ENGINEERS (612) 681-1914-Fax 681-9488 en ineeli-In LAND PLANNERS - LANDSCAPE ARCHITECTS -- g 625 Highway 10 Northeast * Blaine, MN 55434 * ?( (612) 783-1880•Fax 783-1883 Certificate of Survey for: Joseph M. Miller Construction Co. House Address: 1494 Rocker Lane Eagan MN Model Name: Winston / PADDOCK COURT N 89397 rF/ I o ?+ II ?4b u h /? ?p 1 / IV /. 1 i, f / a i $ T- ' r - L 1 sg pp M S igy9.5 r I J / I ! / 3: n I / 6.0 ? f2PRoPp cou J /a;1 J r J[V gl 1061 q' - / to ? Q r mIl sO oa ch 00 07 27.56 It. 204lj ,gj 41 I 11 l i ,? Z J r / J / I 25 25 I I / J Y I O ?i / lam- ? ?+o Xa7 •7 8 ? 2o .,T3 ORrys-$71. t. r? to co r to nn I ?R z (0 Z, ,.. ?o g'11,42 ??6_E 1 R 391 73 ; 73 ROCKY ? 71, 11 __----__- a 900.U Denotes Existing Elevation PROPOSED HOUSE ELEVATION xC4J-'P Denotes Proposed Elevation Lowest Floor Elevation: 866.55 Denotes Drainage & Utility Easement - 4.66 Denotes Drainage Flow Direction Top of Block Elevation 8774465 ---a- Denotes Monument Garage Slab Elevation: 974.33 -81- Denotes Offset Hub Bearings shown are assumed LOT 3 , BLOCK 2 SHERWOOD DOWNS DAKOTA COUNTY, MINNESOTA I hereby certify that thif survey, plan or report was prepared by me or under myydirWMD U6B}OGIon and that I am d ly As tered,Lan"airveyor under the laws of the State of Minnosnta. Dated this ?day of- ? A.D. A.D. I'. PO e- Scale: 1inah=3Oeat nOBEDT K.H .S. REG. NO. laeAl '279 90206.30 4 RESIDENTIAL 7'?3 J BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 New Construction Requirements • 3 registered site surveys showing sq. ft. of lot, sq. ft. of (rouse; and all roofed areas (20% maximum lot coverage allowed) • 2 copies of plan showing beam & window saes; poured found design, etc.) • l set of Energy Calculations • 3 copies of Tree Preservation Plan if lot platted after 7/1193 • Rim Joist Detail Options selection sheet (bldgs with 3 or less units) DATE 16 O 'Z- ?o . ?s RemodellReoair Requirements • 2 copies of plan • 1 set of Energy Calculations for heated additions • 1 site survey for exterior additions & decks • Indicate if home served by septic system for additions VALUATION?31, 1r" 27 SITE ADDRESS C 0Co' Lylv'e MULTI-FAMILY BLDG _Y _N TYPE OF WORK 1h0 , '5 /Pf_4_ a ?w1 -"d°l--?5 FIREPLACE(S) _ 0 _ 1 _ 2 APPLICANT /T 4?1 e-r-1 i u STREET ADDRESS Z77S' /-j?O X I?/ o CITY J , If" STATE- "' ill S5r°Z TELEPHONE 719 - §s;"799 CELL PHONE # 6C-/-Z7 6 -5316 FAX # 41St 1 77U -O `f9S PROPERTYOWNER ?r t?CT ?r.(/rvt'SS TELEPHONE# COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category MINNESOTA RULES 7670 CATEGORY 1 _ MINN . I } 7Ej?2 (J submission type) • Residential ventilation Category 1 Worksheet Submitted Ne E4 rgy de? Wo s rhhet St • Energy Envelope Calculations Submitted F5 AUG 14 2002 Plumbing Contractor: Plumbing system includes: Mechanical Contractor. _ Mechanical system includes: Sewer/Water Contractor: Air Conditioning Heat Recovery System Phone # Phone # Pee: $70.00 I hereby acknowledge that I have read this application, state that the information is correct, agree to comply with all applicable State of Minnesota Statutes and City of Eagap9?dtraances. Signature of Applicant lY///? ?L?1f OFFICE USE ONLY Water Softener _ _ Water Heater _ No. of Baths Phone # Lawn Sprinkler No. of R.I. Baths Certificates of Survey Received - Tree Preservation Plan Received _ Not Required Updated 4102 OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of - piex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 EM. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck O 23 Porch (screened) ? 36 Mufti ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or- N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr, of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS - Footings (new bldg) FinaUC.O. - Footings (deck) _ _ Final/No C.O. - Footings (addition) _ Plumbing Foundation _ HVAC _ Drain Tile Other Roof - Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final - Framing _ Siding _ Stucco _ Stone - Fireplace - R.I. - Air Test -Final _ Windows (new/replacement) - Insulation _ Retaining Wall Approved By , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total PERMIT Control No. 0277 CITY OFEAGAN 3830 Pilot Knob Road PERMIT TYPE: BUILDING Eagan, Minnesota 55123 Permit Number: 000316 (612) 681-4675 Date Issued: 04/23/92 SITE ADDRESS: 1494 ROCKY LANE LOT: 3 BLOCK: 2 SHERWOOD DOWNS DESCRIPTION: Build'ino.Permit Type SF DWG ;Building 14ork Type NEW ,UBC Occupancy-„ R-3 M-1 Construction Type V-N Zoning R-1 Building Length 58 Building Width 44 1 C«:„v REMARKS: C 018q 3"7 PRV S & W CONTRACTOR - GENZ-RYAN PLBG FEE SUMMARY: VALUATION $116.000 Base Fee Plan Review Surcharge SAC SAC % SAC Units Subtotal $695.50 $452.08 $58.00 $700.00 100 1 $1,905.58 MISCELLANEOUS $1.610.50 Total Fee $3.516.08 CONTRACTOR: - Applicant - ST. LIC. OWNER: MILLER HOMES JOSEPH 14544663 0002431 JOE MILLER HOMES 3459 WASHINGTON OR 3459 WASHINGTON DR EAGAN MN 55122 EAGAN MN 55122 (612) 454-4663 (612)454-4663 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 Mn. Statutes and City of Eagan Ordinances. L APPL ANTIPER ITEE SIGNATURE SSUEDl .' aGNAT?„1_ SUED BY: IGNA RE PERMIT CITY OF EAGAN 1992 BUILDING PERMIT APPLICATION APR 2 1 RECD 681-4675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, l set of specifications, 1 copy of energy calcs. Penalty applies when typing of permit is requested,-but not picked up by last working day of month in which request is made or lot change is re guested once permit is issued. Date Valuation of work ! 9 ( Site Address: STREET STE ¦ Tenant Name: LOT ?3 BLOCK SUBD. P.I.D. i ' Description of work: The applicant is: ? Owner ,Contractor ? Other (Describe) Name Pho ne Property LAST FIRST . Owner Address STREET STE • City State Zip Company Phone 4&el- 3 Contractor Address 18133 CEDAR AVE. SO. License # IMMiN649N MN 5594 Exp. 3- , City #0002431 State Zip Company Phone Architect/ Engineer Name Registration # Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days on are has been approved. 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 Statu tes and City of Eagan Ordinances. D XA? ' Pa i ' m- Signature of Applicant: ^? "w yr rrwV BUILDING PERMIT TYPE ? 01 Foundation ? 05 Apt. Bldg ? 09 Basement Finish 02 SF Dwg. ? 06 Garage/Accessory ? 10 Swim Pool ? 03 Two family ? 07 Fireplace ? 11 Res. Add./Porch ? 04 Multi-fam. T.H. ? 08 Deck ? 12 Comm./Ind. WORK TYPE 31 New 32 Addition ? 33 Alterations ? 34 Repair ? 35 Tenant Finish ? 36 Move GENERAL INFORMATION ? 37 Demolish ? 99 Undefined Const. (Actual) V -1q Basement sq. ft. (Allowable) ./_ 1st F1. sq. ft. UBC Occupancy 2nd F1. sq. ft. Zoning Sq. Ft. total i of Stories -- - Footprint Sq. ft. Length Ter On-site well Depth Ai?w On-site sewage APPROVALS Planning Building 11.22-1/1)f Engineering . Variance REQUIRED INSPECTIONS ? Site ? Footing ? Framing ? Wallboard ? Final ? Draintile ? Insulation ? Fireplace Permit Fee (o $ 50 Vahatime : O0' Surcharge Plan Review 5e,po 452.09 GAfQ - ^ .•, . r•. License 3c7c24 ? MWCC SAC 1 .... . i . qx a ?? City sac 00 00 ,a to Water Conn. Water Meter . 1!;, oft gS ao Zr95-X 16 _ /U 36 la Acct. Deposit , 0,00 a6w SW elt S/W Surcharge 30,00 1 2XN . 2-2 HousEi: Treatment Pl. qw. g?rIL r7(, S z? Road Unit 3 ea, co 41K74 _ ps- Park Ded. !o•??xl sc ?? Trails Ded. 4K3<<= 13G r--- Copies G X 43 = 25? 15 N 3 X 53 % $1j 779 . Other Total: ?? o A x 37 = 7N .. 4 x 57 ylL 11-067 SAC % ao SAC Units (cx 4S= 270 T ? 13?PUYTA' Fac. ? 14 Agricultural ? 15 Miscellaneous 14WCC System Y E5 City Water PRV Required Y Booster Pump Fire Sprinkler Census Code 7nl SAC Code ?L Assessments I I_I I=CI ¢:i+1t13 '-G 1'd4 c:;s r'.U * IPIONEER -jK LAND SURVEYORS • G11L 9 LAND PLANNERS • ,2422 Enterprise Driye Mendota Heights, MN 56120 612) 681-1914•Fax 681-9488 625 Highway 10 Northeast Blaine. MN 55434 512) 783-1880•Fox 783-1883 Certificate of Survey for: Joseph M. Miller Construction Co. House Address: 1494 Rocky Lane. Ea gan. MN Model Name: Winston / \ n r ---------- -?--?---- -? ----- jJ 711 / PADDOCK COURT 61 ! N o089..93-9.3-1/ / - - .. ~ 6 QD / / ? <. 52. - I oo rya li / ,o / h 40. r? 00 26 as o? / q11 i IQ/ 1I / V..D?L I/ o ?0 i / 0'R - L l'0D o 3 76r9?tl. E / 6.0 t2 COURSE "AH°Ugf f I / ?/ M fN ntONI f ?_. ? $EMfNr (? t f 1 s.aa J ' j f' I i i a ? V m? 0 6.0 f V 27.56 ` }.6JN 10.67m Q GARAr,E 00 2o A7 ` ` v\ 23 / I °o 8-i 1, 0- E? / i; tt ^ . l v1Q o r ORryEBA L? 7 874, ? . Y / 4 871- f, --I---_-x --- 0391 a ROCKY B? LA Q t9 EAGAN fi(qb1NE'ER/1j4G D x 9oo.o Denotes Existing Elevation PROPOSED HOUSE ELEVATION. > soo. Denotes Proposed Elevation Lowest Floor Elevation: 866.55 Denotes Drainage & Utility Easement Top of Block Elevation_874.66 ---Denotes Drainage Flow Direction - --o- Denotes Monument Garage Slab Elevation: 974.33 -? Denotes Offset Hub Bearings shown are assumed LOT 3 , BLOCK 2 SHERWOOD DOWNS DAKOTA COUNTY, MINNESOTA 1 hereby certify that this survey, plan or report was prepared by me or „ceder myrdast arufoi on and that 1 am d ly Re7jrfdd reyo, .??L?L ?II IIII 4411 L t I ` I A°o. under the laws of the State of Minnesota. Gated thisc.S day of JNp MCD r o f1 - ry, G p Scale: 1 inah = 3 eel ROBERT K H SR Na. 14891 IM 90206.30 t11NNESOTA sTA1,F?(?ilt('z?COiZE CAI2CULATION3_ BASED ON CHAPTER 5 OF THE _ - MODEL ENE3tGY CODIK - A EDITION Adoption Effective -- owner, Site Addri Contractor Building classifications Type Al (Single Family 6 Duplex) r Type A2 (Residential, 3 stories or less) (over 3 atories) (Other) NOTE1 ComDlPfo Mans ? and 4 first. GENERAL. 1NFO MATIoH 1. Building Perlmeter_ L7-t UID(?fGSl/Tt. 2. Wall height (ground to save) ft. 3. 1. X 2. (above) gross wall area Z47 Co sq.ft. 4. Building dimensions L ?^/t g ( ) X (W) ° ,,..?sq.ft.roof 6 floor eras 5. Sq. foot area of r.im joist - Flpcar joist siie (2 X /D ) X (Perimeter) a sq.ft. p/ 12 6. Doors - Area ( ?D Thickness in U. factor , 144, Type of Construction Perimeter ft. Manufacturer 7. Total door's perimeter ft. S. Windows: Manuey?turer__ State approved U factor11 I TYPE SIZE AREA (Sq.Ft.) NUMBER OF TOTAL EACH UNITS Sq FEET 9. Total sq.ft. Glass Sol 10. Fireplace areas Width X Height X e sq.ft. 11. Exposed foundations Height X Perimeter •?j?-,& X a??6 sq.fL. COMPLETION OF TNIS FORH IS REQUIRED FOR ALL NEW CONSTRUCTION, HAJVR REMODELING AND HUILDINOB BBINO HOVED "HERB ENERGY, OT11ER TITAN THE HINIHAL CODE ALLOWANCE, IS USED. -1- 1. 1 12. Framing area = 10% of gross wall area. 13. Gross wall area sq.ft. Window area A_ / _sq. ft. U windows -? UxA - ?rGi 14 Rim joist area A_L(a?sq.ft. U rim joist= ? r UxA - Gr93 Door area A 17 7 sq.ft. U door area UxA = 4O Other doors area ADZ sq.ft. U other doors=? UxA = 9, Exposed fndn A f3 sq.ft. U foundation= UxA 01 Framing area A sq ft. U framing area= L0 d5 UxA - L3,S? Net wall area A?/?/ ?sq.ft. U wall- i0 UxA - (13B) TOTAL . . . . . . . . UxA - 14. Gross wall area x 0.11 (A-1 single family & duplex) = allowable UxA/Code (13. above) x 0.23 (A-2 other residential) x .23 (other buildings) x .28 (Over 3 stories) /f JO „n. ?i_ BTUH must be larger than or same A x U Code i/I =? F. as 13B above 15. Ceiling framing area (Af) equals 10% of ceiling area 1544 15A. Gross ceiling area - (L) x (W) _ sq.ft. 158. Joist area (A f) 10$ ceiling area sq.ft. I5C. Net ceiling area (Ac) (15A - 15B) = r 51 a sq.ft. U ceiling x A. = 101-7- x l3go r????/ U framing x Af = t Oz? xt=. J 15D. TOTAL U x A .......................... 16. Ceiling area (15A) x 0.026 (A-1 single family & duplex) allowable UxA/Code x 0.033 (A-2 other residential) x 0.06 (other) A(15A) t ? x U Code 1 07-? oeTUN must be larger than or same F. as 15D above NOTE: Use U and A values obtained from pages 1, 3 and 4. CERTIFICATION: I hereby certify that I have calculated the "U" factors and "R" values herein and that the building here described meets or exceeds the state of Minnesota Energy Conservation Act. Date signature -2- ?t?ays w? 12 V44::? ?oC9f 1544 INIMOow5- X f?? I 14 Lp UO h b I Zu?2?t ? I ?? 3 ? = ??o Z??? t 1 Jv z l Zn ?? J 1 60 l s l 5 '?w2Q,? II Z I? Zoy ?o PP z? e? ? L lg-- p BL o2 CITY USE ONLY RECEIPT#: / `7"0 SUBD.?// p kllcr _? RECEIPT DATE: S ?? 9 1997 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings townhomes and condos when permits are required for each unit backflow preventer for underground sprinkler system FIXTURES EACH Shower 3.00 Water Closet 3.00 Bath Tub 3.00 Lavatory 3.00 Kitchen Sink 3.00 Laundry Tray 3.00 Hot Tub/Spa 3.00 Water Heater 3.00 Floor Drain 3.00 Gas Piping Outlet ' minimum -1 3.00 Rough Openings 1.50 Water Softener `for dwellings under construction 5.00 Water Softener • for cxieting da•e!I!^g 20.00 U.G. Sprinkler 'fordwelling under oonst. 3.00 U.G. Sprinkler ` for existing dwelling -r.? MCG 20.00 Alterations ' to existing residence 20.00 Water Turn Around 20.00 Private Disposal System ' oak cry, tic. 75.00 (new and refurbished systems) Private Disposal Systems *Abandonment 20.00 STATE SURCHARGE TOTAL NO. TOTAL X = X X _ X = X = X = X = X = X - X X = X = X = .60 0 A0 S, 1 hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It Is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this, permit within City property/right-of-way/easement , / - SITE ADDRESS: OWNER NAME: Q?ucC FLi rz?yL s5 INSTALLER NAME: -fir ? tr+*i?? i TELEPHONE M STREETADDRESS: y?-ZO X?^'? LSE CITY: ?}l. fO?Tff STATE: ZIP: -x-77 1???1{l?? . 7z0`f? f V6 44 SIGNATUR OF PERMITTEE õíõ òø û ú þýý üûøûøú ÷ýýú õìî ã óóü ÿÿã ýü þýõ î õð ôø÷öÞó üöî õð Ü üü öê êüü ùá üú û üöúéâ ãç ý ãþ áûêîéßö êüçå èþèþþ ô÷ å èâèãâ óñ õðï öö ñî üü ãã Þì âß÷ û áÞ ãã éâ ãçÿ ã ù÷ ó ì ü öö ü ëê ü êö÷ó öö ù ëáü ü ð÷ëû í üè öö òê üü ÷ 41' ty of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED JAN a 1 2014 Use BLUE or BLACK Ink For Office Use perm": t Ol o--s.l� Permit Fee: Date Received: Staff: L on :D5 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: L -f `,1 Resident! Owner Site Address: 1 494 Name: SE.tl,CE >t 1D Rlxc - Unit#: Yr ql Phone: 16/- 23Y .203 4, Address / City / Zip: 117171 goc k -y Loo ->e 4)4/.4.4 t4 /0 SS/ -2, - Applicant is: Owner X Contractor f 3—`�So 5 a-rkul Description of work: /(v >- X / `t<' c'""" t l o,-) Construction Cost: 21 23 Pc- ulti-Family Building: (Yes / No X Address: 0.100 wi t(oQ tr Sr :13� State: tAti Zip: `? "Z$ Phone: 7c3. $31- y 3c 1 If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) , ate 6NS-raccr lA/ i IC— ( 1 qua 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: 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 the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Cali at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq 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 got 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 Cti_!al.r.t A days of permit issuance. `1/1 Wera5( Applicant's Printed Name Applicant's Signature Page 1 of 3 oom. pciAl DO NOT WRITE BELOW THIS LINE t ate '2)3 SUB TYPES Foundation )X Single Family ( Multi 01 of _ Plex WORK TYPES New Addition yAlteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction _ Fireplace _ Porch (3 -Season) _ Garage _ Porch (4 -Season) Deck Lower Level Pool 97_5 F°vr-tt /rbc _ Porch (Screen/Gazebo/Pergola) _ Interior Improvement Move Building _ Fire Repair Repair liO Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Roof: Ice & Water _Final X Framing Fireplace: _Rough In _Air Test _Final Insulation Sheathing Sheetrock Fire Walls Braced Walls _ Siding Reroof Windows Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish Interior Demolish Foundation _ Water Damage *Demolition of entire building - give PCA handout to applicant Meter Size: MCES System SAC Units City Water Booster Pump PRY Fire Sprinklers Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Pool: _Footings _Air/Gas Tests Final Drain Tile Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control Other: Reviewed By: ' , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL kpvic, %C1 141 "i• -i/ 00 - q o - ( 4/00 Page 2 of 3 cote of Survey for: Loseph M. Miller House Address: Model Nome: Winston .00,410 Nerthea' et MN 55,434 (512) 783-1880in:1x 753-1883 struption co. ADDOCK COURT ONO. .1••• 4 r. I • iNisim ONO. 101... Oftwir MOM, N 0012.47. / 80.93-r — v ai- '17/ / &We:, Mr" .0 W.. 011.1 411.111P ..1011 OM. ROCKY 0'4 391.7.3 )enotes Existing Elevation )enotes Proposed Elevation )enotes Droinine & Utility Easement )enotes Drainage Flow Direction ' )enotes Monument 04 EAGAN LNG PT PROPO Lowest Foor levoti : 55 Top of (Nook Elevation:874.68 Garage Slob E1evation:974.33 atW '1 ti- v ENCLOSURE SUPPLIERS LLC. 12111 Champion Way Cincinnati Oil 45241 TEL• 513 782 3900 FAY 513 782 3903 EMAIL: m>Joss!ir~chalnpinn~rindow,con i April 23, 2013 Champion of Minneapolis 5100 Hwy 169 North ` I New Hope, MN 55428 Re: Furness Residence 1494 Rack Y Lane N Eagan, MN 55122 Project No.: ESI 1647 Dear Mr. Wertish, We are pleased to inform you that we have completed our work for this project. Scope of work Our scope of work for this project was to respond to the questions resulting from the inspection of the patio room installation at the above referenced project. Project description The project consists of the construction of a fifteen feet projection (15' 0") projection by sixteen feet one inch (16' 1") wide gable style Champion patio enclosure on a timber framed deck. The patio room is being constructed on an existing timber framed deck. The deck is approximately six feet three inches (6' 3") high. Background The building inspector had asked for verification that the following items are acceptable to safely carry the design loads for the project k I • The notched LVL ridge beam is adequate to support the design roof loads for the project • The installation of the 3/" OSB sheathing on composite deck boards spaced at 16"c/c is an acceptable installation. • The installation of shingles on Champion's OSB sandwich panel roof panel is permissible • The off centered location of the deck post on the pier foundation does not cause an overstress of the bearing soil. Design loads The design loads used for our evaluation are as follows: Wind speed: 90 mph Exposure category B Seismic Design category A Roof snow loads 50 psf Roof dead load 8 psf Deck live load 40 psf Deck dead load 10 psf,,r'y13i Allow Soil Bearing Capacity 2000 psf a VED Y` l I NS WISION i Z~ESI YROTE.CTSIESI 1600 TO 1699SES1.1641 Minneapolis do" Comments and Conclusions The following comments and conclusions are presented: Notched Ridge beam l We were informed that the ridge beam was notched in accordance with the attached sketch prepared by Champion of Minneapolis. Based on our review it is our determination that the notched portion of the ridge beam cantilevering 12" beyond the front wall of the enclosure is adequate to support the design roof loads for the project. Floor sheathing installation We were informed that the 3l" OSB sheathing was installed on 5/4 composite deck boards spaced at 16"c/c, The OSB sheathing was attached to the deck boards with 10d ring shank nails at 4-6" c/c at panel edges and at 10"c/c in the field. The deck boards are attached to each wood joists with 3-1 Od ring shank nails. It is our opinion that the installation of the OSB as described is adequate, However, it is required that the patio room base track be sufficiently attached into the wood framing of the floor system. This will require the substitution of the LL358 Ledger Lok screws specified for this application in the engineering package with LL005 Ledger Lok screws. The number of screws shall be as specified in the engineering package for the patio room. Roof Shingle attachment Fastening of roof shingles to Champion's OSB sandwich panel is permitted. This panel contains an OSB tap skin that is specifically designed to facilitate the installation of asphalt shingles. i Off-centered post installation We were informed that the post under the corner of the room at the junction of the A and B-walls is located approximately six inches off-center from the supporting pier foundation. The pier foundation is 18" wide at the top and bells out to 24" its base. The post is attached to i the concrete pier footing with Simpson ABA66 post base. The footing is conservatively sized for a concentric load and as a result the eccentric loading i does not result in an overstress of the bearing soil. However, due to the lack of edge distance the Simpson post base does not provide adequate resistance to uplift loads. We therefore recommend that a 6" x 6" x W' 5-1/2" long steel angle be installed to attach the post to the footing. The angle shall be attached to the pier footing with (2) - 3/8" x 2-112" Wedge Bolt Powers and shall be attached to the post with (2)-1/2" diameter through bolts. i It should be noted that this evaluation is based on the information provided to us by you. ESI has not performed an inspection of the existing structure. i We appreciate the opportunity to be of service to you. If you have any further questions, do not l hesitate to contact us. i Respectfully submitted, Enclosure Suppliers Martin J. Goss P.E. # Engineering Manager l a 2?ESI PROXCTSTS1 1600 74 1649LS[-1647 Minneapolis-d"..x i 3 1 1 woo'IsaJolseNeam-mmM OZ961179' 659 XBJ 19£LZ'£6£' 699 aoealo I tr£0Z'09Z' 499 •l190 1068Z'8Z£'008 ON[ `sionaONd 1S3N0d S3N33M sjonpoJd pooM pWeeul6u3 'ja6eugq lejeu901 uelgej qo8 t •y:)nw Ajan sjueyl •suoilsanb Aue aneq not moul aw lal S# s! wolloq ayl T# sl weaq dol a43 plats a43 u0 'wayl ul palllip sa!oq ql!m sweaq Z uo lenoidde peau 1 `II!9 i o}u! lnl :Mj :hafgnS anoaD 1119 :OJ, Wd 6Z:8 tTOZ `LZ I!adV'Aepsinyl :luaS [woo•:Lsajo}salaam ue!gej•go8:olllew] uelgej qo8 :woaj 'NAtOrS woo-yoalpoomoq!oe anaJ 'Ilia 6~~~ LSIDB~O OOZZ-LOL-09£ ££Z96 b'M 'uol6ugang £036£ gyp, auBI Ved 0994 uo!lejodjo0 goalpooM o!i!oed W x ~y Bu!jaau!Bu3 30 ioloea!Q `anoa~ 'N we111!M Td Bsv paa!nbai sl uo!loe le!pawaa ON 's! se a! gel pelle aql ui paq!losap suoil!puoo aul qo[ ssaui n j :loa[gnS ueigej qoe, :ol Wtl 9t,:8 171OZ 'LT ludy'Aepsingi :luaS anoag II!g :tuna j w _ c r CG - ~ r x w 1 If, 1494 Rocky Lane 4-17-14 -t', i 10:23am 1 of `1 KeyBeam® 4.600d kmBeannEtgine 4.6026 Materials Database 1476 Member Data Description: Member Type: Beam Application: Floor beam #1 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: 8.4 PLF Filename: KYB3 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 14' 9.00" 53 20 Live Replacement Uniform (PLF) Top 0' 0.00" 14' 9.00" 0 9 Live Point LBS To 13' 0.00" 2383 1336 Live 14 9 0 14 9 0 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" 1045# - 2 14' 9.000" Wall Not Checked 3.500" 1.500" 3968# Maximum Load Case Reactions Used forapplying point loads (or line loads) to carrying members Live Dead 1 634# 411# 2 2507# 1461# Design spans 14' 3.750" Product: 1-3/4 x 9-1/4 MAX LAM LVL 2.0E 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0" oc 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 6037.# 13583.# 44% 11.67' Total Load D+L Shear 3898.# 6151.# 63% 13.82' Total Load D+L Max. Reaction 3968.# 10412.# 38% 14.75' Total Load D+L TL Deflection 0.4572" 0.7156" L/375 8.09' Total Load D+L LL Deflection 0.2830" 0.4771" L1606 8.09' Total Load L Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Page 2 of 3 All product names are trademarks of their respective owners Bob Fabian Copyright (C) 2013 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. Weekes Forest Products "Passing is defined as when [he member, floorjoist, beam or girder shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. 2600 Como Ave The design must be reviewed bya qualified designerordesign professional as required forapproval. This design assumes product installation according to the manufscturars specifications. St Paul, Mn 55108 1494 Rocky Lane 4-17-14 vr~ , 10:17am 1 of 1 KeyBeatn® 4.6004 lanBearnF.ngine 4.6026 Materials Database 1476 Member Data Description: Member Type: Beam Application: Floor beam #5 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: 12.6 PLF Filename: KYB3 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform (PSF) Top 0' 0.00" 11' 6.00" 7' 4.50" 53 20 Live Additional Uniform PSF To 0' 0.00" 11' 6.00" 7' 4.50" 0 9 Live 11 6 0 11 6 0 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" 3719# - 2 11' 6.000" Wall Not Checked 3.500" 1.500" 3719# - Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 2383# 1336# 2 2383# 1336# Design spans 11' 0.750" Product: 1-3/4 x 9-1/4 MAX LAM LVL 2.0E 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0" oc NOTE: Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. I I Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10285.# 21189.# 48% 5.75' Total Load D+L Shear 3201.# 9227.# 34% 10.73' Total Load D+L Max. Reaction 3719.# 15619.# 23% 0' Total Load D+L TL Deflection 0.3272" 0.5531" L/405 5.75' Total Load D+L LL Deflection 0.2097" 0.3688" L/633 5.75' Total Load L Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Page 3 of 3 All productnames aretrademarks of their respective owners Bob Fabian Copyright(C)2013bySimpsonStrong-Tie Companylnc.ALLRIGHTS RESERVED. WeekeS FO restPrOdUCtS -Passing is defined as when the member, floorjoist, beam orgirder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. 2600 Como Ave The design must be reviewed bya qualified designerordesign professional as required forapproval. This design assumes product installation according to the manufacturer's specifications. St Paul, Mn 55108 W. E ~l a F ~ mot, "Fa - F t a \ F _ . I E 3 x W e S PERMIT City of Eagan Permit Type:Building Permit Number:EA157072 Date Issued:08/02/2019 Permit Category:ePermit Site Address: 1494 Rocky Lane Lot:3 Block: 2 Addition: Sherwood Downs PID:10-67670-02-030 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Bruce H Furness Tste 1494 Rocky Lane Eagan MN 55122 Sela Roofing Remodeling 4100 Excelsior Blvd St. Louis Park MN 55416 (612) 823-8046 Applicant/Permitee: Signature Issued By: Signature