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3765 Blackhawk Pt S Use BLUE or BLACK Ink For Office Use i ' ~Permit C15 y(Az2 City of EI (~i I Permit Fee: E! 3830 Pilot Knob Road I I Eagan MN 55122 j Date Received: j Phone: (651) 675-5675 Fax: (651) 675-5694 I Staff: I 1 I 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Date: August 10, 2010 Site Address: 3765 Blackhawk Point, Eagan, MN, 55122 Tenant: same as owner Suite RESIDENT / OWNER Name: Patricia J. Pardo Phone: 651-454-4340 Address / City / Zip: 3765 Blackhawk Point/Eagan, MN/55122-1209 Applicant is: X Owner Contractor COYVI F2 e TYPE OF WORK P refal0~e' 1 n~ P ZJ` _ Description of work: Construction Cost: Multi-Family Building: (Yes -/No A ) CONTRACTOR Name: N/A License Address: City: State: Zip: Phone: Contact: Email: 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 Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locatP^ of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in confonnance 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 Patricia Jean Pardo x lLtQ~ zq44. Applicant's Printed Name App rcarift Sign tur Page 1 of 2 DO NOT WRITE BELOW THIS LINE 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 _ Plex _ Lower Level _ Pool _ Miscellaneous _ Accessory Building WORK TYPES New Interior Improvement _ Siding _ Demolish Building* 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 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) -k::~ 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 Retaining Wall: _ Footings _ Backfill _ Final Meter Size: Radon Control Erosion Control 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 Page 2 of 2 07/20/2010 16:47 9529490527 PAGE 02 i Use BLUE or BLACK Ink ---_-----T---- ~ Faromomm I i • 1 j Permit ofEajan ( I Lily o J ; Permit Fee, 3830 Pilot Knob Eagan N 551 Road cskate Receivect: 22 Phone: (651) 675.5675 l 5tatf- Fax: (551) 575-SW i I _ 201o RESIDENTIAL BUILDING PERMIT APPLICATION Date: aQ 1 ] Site Address: 376 J & AC #Z H kW • - - I Tanaft aF P R 0Statue RESIDENT f OWNER Name: MRS= V• MK' PA X DO Phone, (esl - Address J City !Zip: G $LRCj,- I#j4U1 K. P610T EA&AIJ 15G~ Applicant is: Owner -•g Contractor TYPE OF WORK Desc4iption ofwork k~GLGrfFT ~E(s'~,I}~&N7i=,~"t' - Construction Cost 1 ctll 4 D C Multi-Family Building: (Yes - I No 1• License * Ao Wa 1937 CONTRACTOR Name: A~-VL(Gr r DpSI.4~sNa►f„ Address: ~4a301 VA44FY i e9 49 city. EASAI APAIRIV & 7 Phone: q R 7-ir - p5IA State: 1 Zip. 5 S. C ~c L~~~~r ~ r! (6If T 09SIG"62:PCa4664cw t Em Contact iM. j COMPLETE THIS AREA ONLY IF CONSTRUCTING A N-IEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plain based on a master plan? Yes -No 0 yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor Phone: Sewer S Water Contractor: Rhone: NOTE:' Pd>llrls;aW to l r pill; `tl'l61 y 1d*~'t akfdV *do PUAWFF~ I~t~gial of ~I►i~b~rrtlgsi~wir r i~►~.~ym,,,...~...rn.::.~•+~,,,ir~r~b~rr~~,,y~~'~u. pr±bvld~~.'~ ~►~^t w~rl~" pest' y i~v ypllWY~6'~dE• ~I~'. ~~L CALL BEFORI= YOU DIG. Call Gopher State One Call at (651) 454.0002 for protection against underground utility damage. Call 48 fours before you intend to dig to receive locates of underground utilities. & ww,gooherstateonecall.org I hereby acKnowrecip that this information is oompIM and arxurate; that the work will be in contarmance with the ordinanan and codes of the City of rzagan; 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 wits be in accordance with the approved plan in the rase of work which requires a review and approval of plans. , ~ ~~Q x Bju- W14 Applicant's Printed Name Applicant's Signature Page 1 of 2 07/20/2010 16:47 9529490527 PAGE 03 r 00 NOT WRITE BELOW THIS LINE SUB TYPES Foundation - Fireplooe Porch (3-Season) Storm Damage Single Family - Garage Porch (4-Season) Exterior Alteration (Single Family) Multi Dark Porch Screen/GazebolPeola Exterior Alteration r9 ) (Multi) lilt ll 01 of _ Pfex Lower I.,errei Pool lace aneous _ Accessory Building WORK TYPES _ New T Interior Improvement Siding Demolish Building" Addition - Move Building Reroof - Demolish Interior Alteration _ Fire Repair Windows .574 G4/rYS Demolish Foundation Replace Repair _ Egress Window Water Damage Retaining Wall Temol ion of entire building.. give PCA handout to applicant DESCRIPTION Valuation 3 Occupancy I rCG-2 MCES System Plan Review Code Edition C?? SAC Units (250% _ 1a0%_} Zoning City Water Census Code Stories ~ Boaster Pump # of Units Square Feet - PRV # of Buildings Length Fire Sprinklers Type Of Construction Width REQUIRED INSPECTIONS Footings (New Building) 5heetrock Footings (Deck) Final I C.O. Required Footings (Addition) Final ! No C.O. Required Foundation HVAC Drain Tile Other; Roof: Ice & Wate Final Pool: TFootings Air/Gas Tests -Final Framing Siding: -Stucco Lath ,,,,-Stone Lath -Brick Fireplace: -Rough In -Air Test _„Fina\f Windows Insulation Retaining Wall: _ Footings_ Backfill _ Final Meter Size: Radon Control Erosion Control Reviewed By: Building Inspector RESIDENTIAL FE rs Base Fee Surcharge Plan Review IVA9 RACES SAC City SAC Utility Connection Charge _ S&W Pennit & Surcharge Treatment Plant Copies ,LQ 9 ;z TOTAL Page 2 of 2 CITY OF EAGAN a~r,c r° qs 3830, Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for ROOFING Est. Value $16,000, Date APR 2 5 , 19! 1 Site Address 3765 BLACKHAWFti PT r^, BL ACKRAWK 111 LLS OFFICE USE ONLY Lot I Block Sec/Sub . Parcel No. Occupancy - FEES Zoning Z Name f IL, 0 s; (Actual) Const Bldg. Permit # • 3 Address,. a& _ rS7 t - W (Allowable) o Surcharge 8.00 City cat_y Phone # of stories Plan Reviews Length o Name SELA ROOFING Depth SAC, City 00 Address 3233 HENNEPIN AYE, S S.F.Total a SAC, MCWCC City 114PLS Phone 823-3044 S.F. Footprints _ F On Site Sewage Water Conn ~w Name On Site Well tiw Water Meter zZ Address MWCC System U2 Acct. Deposit aW City Phone City Water PRV Required S/W Permit I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Treatment PI Signature of Permitee APPROVALS Road Unit A Building Permit is issued to: SEI A ROOFING Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies 'Variance - TOTAL i I Building Official i r I Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING V4 C) n icJ ELECTRIC Inspection Date insp. Comments Footings I Foundation Framing Roofing Rough Plbg. i Rough Htg. y770 I/ Isul. r Fireplace Final Htg. Ii Orstat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter Engr./Plan Bldg. Final Deck Fig. Deck Final Well Pr. Disp. CITY OF EAGAN Remarks Addition BlaCkhawk Hills Addn. Lot 10 Blk 1 Parcel 10 14380 100 01 Owner W"41 L11 k ~'!i Street ~laS~ State Eagan j MN 55122 Improvement Date Amount Annual Years Payment Receipt Date # STREET SURF. 1 6 2 1 1 2 1. 93 10 STREET RESTOR. GRADING 499-34 19-97 2 SEWER LATERAL 37 82 2 39, 1 20 SAN SEW TRUNK yr r1Q79 WATERMAIN WATER LATERAL WATER AREA I-L/ 1977 - 160.00 10.66 15 * STORM SEW YR~t, lat. 1972 20 STORM SEW LAT 1571.00 104.73 15 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK I 03,*a5/2008 04:32 PM Tibbits Engineering, P-A 3208645672 7 T ITS .6INEEI6~ 1110 GREELEY AVENUE GLENCOE, MN 55336 (320) 864-5642 FAX (320) 864-5672 BobTibbits@TibbitsEngineering.com JoePaumen@TibbitsEngineering.com TRANSMITTAL SHEET TO: Mr. narrgl 5portel March 5, 2008 CONA'ANY. Flekkenpol Nl&r5, Inc, ADDRESS / FAX /E-NLAIL: 952-888-229 RE; Certified Structural Deport - pardo Pedi5ence TOTAL, NO. OF PAGES INCLUDING COVER; 7 NO. OF COPIES: 1 WE ARE: X ENCLOSING SENDING UNDER SEPARATE COVER VIA: ❑ NEXT DAY REGULAR MAIL X]FAX 0 E-tiLAIL aTHER TRANSNIITTED: ❑ FOR YOUR REVIEW & CONLENTS E'OR YOUR USE REMARKS: Mr, 5portel, ~nclo5ed for your use i5 the certlf led Structural report for the roof modification at the Pardo residence located in pagan, Minnesota. Flea5e feel to give u5 a call if you have any questions or if you need further assistance with this or any future projects, T'hank you, Marc 1?, Sylvester COPY TO: File 03/05/2008 04:32 PM 7ibbits Engineering, P A 3208645612 2.7 Tibbits Engineering, P.A. Structural Engineers 1110 Greeley Ave. Glencoe, MN 55336 Phone: (320) 864-5642 FAX: (320) 864-5672 Toll Free: 888-248-0373 www.tibbitsengineering.com March 5, 2008 Plekkenpol Builders, Inc Attn: Darryl Sportel 401 E. 78th St. Bloomington, MN 55420 RE: Roof Modification for Pardo Residence 3765 Blackhawk Point Eagan, MN Dear Mr. Sportel: In response to your request, we have carried out the structural engineering that you directed: we have determined the member sizes and their connections for modification to the existing roof system of the residence identified above, We have based our design upon the page remodeling plan that you provided us with (dated 10/24/07, prepared by Michael McGuire, Architect). Our design is in accordance with the procedures and load requirements of the Minnesota State Building Code and the International Residential Code, 2006 edition. This includes a roof snow load of 35 psf. The existing fascia is being raised and the roof pitch is changing form 3/12 to 4/1.2 which will require the existing 8x16 beams to be cut at the overhang and the installation of new rafters. The existing 8x l6 beams are to be cut as shown on the enclosed details on pages 3 - 6 of 6 of this report. The installation of new (2) ply 1 1/4" x 7" 1.9E LVL or equal beams are to be added as shown on the enclosed detail on page 3 of 6 of this report. New 2x6 & 2x8 #2 SPF rafters are to be installed as shown to change the existing roof pitch to 4112. The new rafters shall be supported at the wall and beam locations and 03/J5/2008 04:32 PM Tibbits Engineering, P A 3208645672 3 7 uniformly support at the intermediate locations. The new rafters add 3.5 psf of dead load to the roof system. Using the wood design values of Douglas Fir Larch from 1969 era when the house was built, the existing 8x16 rafters are capable of supporting the 35 psf snow load and the additional 3.5 psf dead load of the new rafters. Our involvement in the design of this structure is limited to the individual members addressed and specified in this report. All other engineering and design remains the responsibility of others. If you require any further information please contact me. Sincerely, TIBBITS ENGINEERING, P.A. I hereby certify that this plan, specification, or report was prepared by me or under my direcr supenision and that I am a dull' Licensed Professional Fngineer under the laws of the Mate of Minnesota. Joseph M. Paumen, P.E. Joseph M. Paumen Project Engineer Enc. o Dale ©o License No. 42342 2 I n-. N ° N M 1X5 'X' BRIDGING Al WALL LINE 4 C. 7-0~E AND AT PEAK AND AT MAXIMUM 5/8" PLYWOOD SPACING OF 10'- 0" O.C. m ROOF SHEATING 3' O v 12 w - 10" X 12" - 1/2" APA RATED 4 32/16 SHEATHING TO EACH j FACE. OF RAFTER FASTENED l! 2k8 Rpp~ WITH (10) 6d COMMON NAILS "AIG INTO EACH MEMBER. 2kg A~O OF F Mq RAFTERS TO BEAR AT BEAMS ~AMINC X, FASCIA AND UNIFORMLY SUPPORT AT ALL OTHER LOCATIONS 1X6 T&G CEDAR SOFFIT A SECTION AT COMMON 1\)AFTE P\S SrJ N.T.S. 0. M M ° I HEREBY CFFTIFT"MAT THIS PLAC. SPEGFIC!•iION, OR R_'O{T DWG We TiBmTs PARDO RESIDENCE WAS PREPAPEDBY MFOR LNGLRMY D'PECTSIIFEP.I'ISIf,NANO MRS JOB X ~1~IN P 3765 BLACK HAWK POINT THAT AMh THE51CEYSEDNNESOSIGNALi,GINEERI:ND=R tHF 1110 i N LhW50'~7HE rlh1E OF MIMINNESOTA, ° 08-042 GLEN JOSEPH M. PnUMEN A,L Greeley Ave. EAGAN, MINNESOTA in N 3-5 o Q GUE, MN 55336 J C> (320) 864-5642 f LEKKENPOL BUILDERS, INC. SIGVAFUzt. .tc•~~ SHEET: o so Di•.7Ec _ i1CNSE NL:`48flK: gL]47_ 5 OF 6 T-C m 10" X 12" - 1/2" APA RATED 32/16 0 M SHEATHING TO EACH FACE OF RAFTER FASTENED WITH (10) 6d < COMMON NAILS INTO EACH MEMBER, a- 12 5/8" PLYWOOD 4 ROOF SHEATING „ 3 0 F 1X3'7( BRIDGING AT WALL LINE W / l 2X8 Roo" r ~gMING AND AT PEAK AND AT MAXIMUM - ! SPACING OF 10'-0" O.C. 9 ~X8 ROpfi Fk gI"IN 6„ 12 ~j FASCIA 2X4 PLATE EXISTING HIP RAFTER 1X6 T&G CEDAR SOFFIT CUT AND A SECTION AT HIP RAFTER OVEHANGEMOVE EL M D Tim us ITd7 PARDO RESIDENCE HFREBYC=Rf!YIHAIIHI5"LAV,5PEQFICATf,N,ORREPOR- pV'B' MRS WAS PREPAR EC BY ME Cl? UNOLR MY DIRECT SUPERVISION AND o ENGINEERING PA 3765 BLACK HAWK POINT TN+ AM 1. IVIE NSF: PROFESSIGNhL ENG'NEER UN7ER JDB No THEL LAWS Of lHE STATE OF '11NFJFSOTA. 08-042 JOSEPH M.PAUHEV 7110 Greeley Ave. EAGAN, MINNESOTA E: ' GLENCOE, MN 55336 3-5-08 (320) 864-5642 PLEKKENPOL BUILDERS, INC, SIG ~hiLRE: - xll. DATE: U%FNSF NUM3LR.4 -34Z 1 6 OF 6 ' 03!'05/2008 04:32 PM Tibbits Engineering, P A. 3203545572 4 • -16 GA. SIMPSON FACE MOUNT SKEWED HSUFJL410 HANGER ' ~2 - (2) PLY 13/4" X 7" 1.9E LVL -1X3'X' 5RIDGING AT WALL LINE AND AT PEAK AND A T MAXIMUM SPACING OF 10'-0" O.C, A A A S5 S4 S4 i I 1 ' 2 2 _ A 1 3 1 S5 2 - - / 6 X G 10 R.S. FIR cl) (D 8 X 16 R.S. FIR / - - \ b R 16 I, FIR 3 \ 6 X 10 R.S, FIR cpll F A 1 S5 2 ' A A S4 S6 i A PARTIAL ROOF FLAMING PLAN s3 N,T.S. I I HERE BY THIS ~V \-!.1Tin 1.1..w7C.j s PARDO RESIDENCE WAS S PRE : PREPAKRED ED dY V CA 5 T R UI UNPAIN. Sf-ECIFICA-f,N. OR F,fPOPT C~'!~ p7 M1p S. E RJR DLR MY DIRECT SI1PPRV1516N RNC .a~.FII4i gtk 3765 BLACK HAWK POINT THA' AM?, THE JOS 'CENS_D O,:.SS.CNA_ENG NEFR i~nGfP U='dt TH° 1..4w5 fif THE STATE OF MINNENNESOTA. 08-042 JOSEPh M. PAUMEN o;~'p, 1110GreeleyAve, EAGAN, MINNESOTA 3_O8 GLENCOE, MN 55336 (320) 864-5642 PLEKKENPOL BUILDERS, INC. Ti,FP: v rr - '"EET: - -)r: r, 1 N 10" X 12" -1/2" APA RATED 32/16 SHEATHING TO EACH FACE OF RAFTER FASTENED WITH (10) Gd Q COMMON NAILS INTO EACH MEMBER. a 12 5/8" PLYWOOD 4 ROOF SHEATING 31- oil w - - 2X8 Rp 1X3'X' BRIDGING AT WALL LINE y % OF F~~MJNG AND AT PEAK AND AT MAXIMUM SPACING OF 10'-0" O.C. 9 i ZX8 Ro OF "A"IVG % i L~ ~ lrJ / / 6 3 l ; ~ MAX, 12 J / FASCIA 2X4 PLATE (2) PLY 16/4" X 7" LVL L - _ I EXISTING HIP RAFTER CUT LINE OF k 1X6 T&G CEDAR SOFFIT EXISTING ` '-GUT AND REMOVE OVERHANG A SECTION AT HIP RAFTERS a S4 N,T.5, M o ~lif i'ARDO RESIDENCE THEREBY CERTIFY "HAT -HIS OR REPCK- :,VG MY MRS WASP PFPl,REpP P.YME MEOR ORIIN (?FR 1-fl' pIRFCT SUPFRVISION ANp o TdA7 I AM A CIJ_Y I.ICE14520 °P,OFESSIONAL SL'GVEER LKrER .JCB lNi ENGI EERING PA 3765 BLACK HAWK POINT THE RWSpF,HE JSTATE OF M NNE5C`1 A. OSEPH M. PAUMEN 08-042 Greeley GLEN ENGO M E, MN 553,56 EAGAN, MINNESOTA A t3-5-08 n ' (320) 864-5642 FLEKKENPOL BUILDERS, INC. SI(~NA7112E; ShEET. pafL ICtNSE !:UMBER: 4l34L 4 OF 6 2007 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 Remodel/Repair Requirements Office Use Only 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and al ed s 2 copies of plan showing footings, beams, joists Cert of Survey Recd _Y, _ N ? C hs Energy Calculations for heated additions Soils Report _ Y ; N (20% maximum lot coverage allowed) ID) 1 Soils Report ft proposed building is to be placed on disturbed soil h1si u f r ddifions & decks Tree Pres Plan Recd _ Y N 2 copies of plan showing beam & window sizes; poured found desi , Ad~ni if on-site septic system Tree Pres Required - Y N 1 set of Energy Calculations 0 T On-site, Septic System _ Y _ N 3 copies of Tree Preservation Plan if lot platted after 711193 2007 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form Plans are considered public information unl ss you state the arced trade secret and the reason. Date /0 / i y l o7 Construction Cost Y C 1 8 0 0 Site Address 3 7 Lf L Lk h c~ t✓ Po Unit/Ste # Description of Work Nfv IMoDF 1rv.S_3,S OkI- iCiSf,'~5 rk&~f6 RoO L~~ v ccy , o!Li Multi-Family Bldg _ Y - N Fireplace(s) 0 - 1 - 2 Property Owner cc Jo 0 +ty gt lY f T o Telephone # ( ) Contractor V Ke~r\ Po' BCJ` + I d t'1 s nn qr5 ~ oc~(ih+ l1~ U ~ Address 4 o ( Ea.b 4 S f City State /41 6 Zip Telephone # C,elr 3'.Z9- 13 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code Category • Residential Ventilation Category 1 Worksheet New Energy Code Worksheet (4 submission type) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? - Y - N If yes, date and address of master plan: 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. ~2hry( ' fo h-fr- I Applicant's Printed Name Applicant's ignature DO NOT WRITE BELOW THIS LINE 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/pergola) ❑ 36 Multi Misc. ❑ 05 03-plex ❑ 11 10-plex ❑ 19 Lower Level ❑ 24 Storm Damage ❑ 06 04-plex ❑ 12 12-plex ❑ 25 Miscellaneous Work Types ~6vo ❑ 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 Building* ❑ 43 Reroof ❑ 46 Windows/Doors / v ❑ 34 Replacement *Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage Yes Valuation A00-0 Occupancy MCES System Plan Review 100% or 25% Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const___ Width I REQUIRED INSPECTIONS - Footings (new bldg) _ Sheetrock - Footings (deck) Final/C.O. Footings (addition) Final/No C.O. _ Foundation _ HVAC Drain Tile Other Roof Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final Framing _ Siding - Stucco Lath - Stone Lath -Brick Fireplace _ R.I. _ Air Test Final _ Windows Insulation Retaining Wall Approved By: Building Inspector Base Fee Surcharge N riv) Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Q.. Total CITY OF EAGAN NO 18 9 4 3 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # U To be used for ROOFING Est. Value $16,000 Date APR 25 , ig 91 Site Address 3765 BLACKHAWK PT 10 Block 1 Sec/Sub. BLACKHAWK HILLS OFFICE USE ONLY Lot Parcel No. Occupancy FEES Zoning - w Name (Actual) Const Bldg. Permit 171.00 9 Address- - (Allowable) _ _ Surcharge 8.0 e City Phone 0 # of Stories Length Plan Review ZF Name _ SELA ROOFING Depth SAC, City a~ Address 3233 HENNEPIN AVE S S.F.Total U'CC- City MPLS Phone 823-8044 S.F. Footprints - SAC, Mcwcc On Site Sewage Water Conn F W Name On Site Well - Water Meter 23 Address MWCC System 00 aw City Phone City Water Acct. Deposit PRV Required S/W Permit 1 hereby acknowlege that 1 have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Treatment PI Signature of Permitee APPROVALS Road Unit A Building Permit is issued to: SELA ROOFING Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies Building Official- 1(I #J'd ~ Variance TOTAL 17979 1991 BUILDI PERMIT AP RI T CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIG *W-9i _ DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT I PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A I~~~~pp I1~1F~►S24OM 113 ED. PERMIT MUST SHOW A LICENSED PLUMBER. u~ 6 ~Ae,16Lr6 To Be Used For : --&Qli.'~& -Ak, Vaaluation: l "~o~ Date : Site Address ?7~6k~h f 1/(J/ OFFICE USE ONLY Lot l_ Block f FEES Occupancy Bldg. Permit Zoning Surcharge 40.00 Parcel/Sub Actual Const Plan Review Allowable SAC, City Owner # of stories SAC, MWCC Length Water Conn. Address Depth Water Meter S.F. Total Acct. Deposit City/Zip Code Footprint S.F. S/w Permit S/W Surcharge Phone On site sewage- Treatment P1. / ~~~~Ud~l7 On sitwell Road Unit 0D 4 Contracto 4 17 - MWCC System Park Ded. 2 City water Trail Ded. Address) &r S PRV Copies City/Zip CodtA ~Al Booster Pump SUBTOTAL APPROVALS Penalty Phone Planner Lot Change Council TOTAL .0~ Arch./Engr. Bldg. Off. Variance Address City/Zip Code Phone # agrees that all work shall be done in accordance with (Si aturee o Contractor) a applicable State of Minnesota Statutes and City of Eagan Ordinances. L : REcEwr DATE PLtlWt W Pg% S MAL) CITY OF ]EAGAN PILOT KNOB RD 1OAN, MN 65122 ) SM-4675 ► vw cd when for each unit Shower 100 x Water Ct 3.00 Bath Tub 3.00 101ch en t 3.00 c 3.00 -my Hot TublSpa 3.00 x,, Water eater 3-M x Fkoor Drain 33.00 x " m "mm - 3.00 x . Rough Openings 1.60, x Wsler softener &00 x . Prim. per ' 0skoft fir. #CMW fi5.t10 (rr WW, red)j#h8d syet U.+ ptfd+r " mm- WWW 0~0~ 3.00 A t n~ " m ".{Kt V *ft Tt" Arvid 20.00 10 i WARM ° x . .ice TOTAL F SUE ADDRESS: ~ 7 V*mm NMM ~ StATE:-" f" Al zip: "'low ltkw Day & Date* -7 Address. Time: footings sewer/water _ foundation hydrostatic test framing i conductivity test _ roofing sprinkler test sheetrock ( ifti) # test insulation approved _ fireplace (s) _ pool air test _ main _ pibg. , firepl. cleating _ n.g. _ M. final tfi plumbing _ u.g. _ M. final 'a _ final _ C.O. _ L.L. _ _ deck footing _ final u.g. sprinkler For: r f~, Lot s 1 Blk 1 PID # I Q- I Z. stn- I n0-n i Sewer/water permit # 28154 Plat BLACKHAWK HILLS Date 07/03/96 Receipt # 60222 CITY OF EAGAN 1996 SEWER & WATER CONNECTION CHARGES EXISTING RESIDENTIAL PROPERTY Sewer connection charges Water connection charges Sewer ilability charge (SAC) $ 00.00 Wate vailability charge (WAC) $ 0.00 Date pre ' usly paid Date viously paid Receipt # Receipt Account deposit 15.00 Account depo ' 15.00 Sewer permit & sure r 50.50 Water permit & s charg 50.50 Water meter 107.00 Subtotal $ 1,065.50 Treatment plant 396.00 * Plumbing rmit & surcharge 20.50 Subtotal $1,328.50 Tap * Plumbin ermit & surcharge 20.50 tal Tap _ tal Sewer & water connection charges Sewer availability charge (SAC) $1,000.00 Date previously paid Receipt # Water availability charge (WAC) 760.00 Date previously paid Receipt # Account deposit 30.00 Sewer & water permit and surcharge 100.50 Water meter 107.00 Treatment plant 396.00 Subtotal $2,393.50 * Plumbing permit & surcharge 20.5(~ Tap(s) _ Total $2,393.50 * A plumbing permit is also required. It will be issued only to a plumber licensed with the City or to the homeowner if he is actually doing the work. - - - - - - - - - - - OFFICE USE ONLY Property owner JOSE PARDO PRV No Address 3765 BLACKHAWK PT No. of taps NONE Phone no. 454-4340 Assessments NO Plumber WENZEL PLBG Waiver NO _ cot` 10 Blk 1 PID # i n-14-ARn-j nn-nl Sewer/water permit # Plat RLACKHAWK HT .T.S Date Receipt # CITY OF,EAGAN 1995 SEWER & WATER CONNECTION CHARGES EXISTING RESIDENTIAL PROPERTY Sewer connection charges Water connection charges Sewer ilability charge (SAC) $ 950.00 Water availability charge (WAC) 50.00 Date pre sly paid Date previously paid Receipt # Receipt # Account deposit 15.00 Account deposit 15.00 Sewer permit and sur rge 50.50 Water permit & su arg 50.50 , Water meter 115.00 ty Subtotal $ 1,015.50 Treatment plant 372.00 Tap Subtotal" $1,302.50 ~tea 'Total` Tap Total Sewer & water connection charges Sewer availability charge (SAC) $ 950.00 Date previously paid Receipt # Water availability charge (WAC) 750.00 Date previously paid Receipt # Account deposit 30.00 Sewer & water permit and surcharge 100.50 Water meter 115.00 Treatment plant 372.00 Subtotal $2,317.50 Tap(s) Total $2,317.50 A plumbing permit is also required. It will be issued only to a plumber licensed with the City or to the homeowner if he is actually doing the work. OFFICE USE ONLY Property owner JOSE PARDO PRV N o Address 3765 BLACKHAWK PT No. of taps No1- e- 454-4340 Assessments '/"k Phone no. Plumber Waiver 0 d -1 C SPECIAL ASSESSMENT SEARCH SUMMARY AS OF: 09/29/1995 PROPERTY ID: 10-14380-100-01 S/A# ASSESSMENT DESCRIPT. YEAR TM RATE TOTAL ANN.PRIN. PAYOFF CD 100124 SAN SW TRK 1969 25 8.0000 499.34 0.00 0.00 PP 100137 S/W L SM T 1971 20 8.0000 4782.95 0.00 0.00 CL 100310 STREET 1975 10 8.0000 2919.31 0.00 0.00 CL 100339 WATER AREA 1976 15 8.0000 160.00 0.00 0.00 CL 100732 SS TR 297 1982 15 12.5000 1571.00 0.00 0.00 PP 10P645 BLACKHAWK HILLS/ST 0000 00 0.0000 3115.00 0.00 PN SUMMARY OF LEVIED 0.00 0.00 0.00 1995 P&I CERTIFIED SUMMARY OF DEFERRED 0.00 SUMMARY OF CLOSED 9932.60 FUTURE ESTIMATE 0.00 PENDING ESTIMATE 3115.00 Press ENTER; or F1, F4, F5, F7, F8 Main Prev 2 72 Next Go To Exit RECORD OF COMPLAINT Date Complaint taken by Type of building 5 27 - , Name Address ~°rr Legal description Phone number - his `f LC Complaint 7 f Action taken' r _ p~'~ ~.Y z am. F Comments 'lei Signature n BUEL DING COMPLAINT GUIDELINES • When a complaint is received, get the address, name, phone number, and a general idea of what the problem is. • Always have two City employees present to (1) verify the conversations, (2) offer additional opinions, and (3) lend credibility. • Get 'both sides" of the story if there is a conflict. • Ask other inspectors and City employees if they are familiar with h the address or the problem. y • Contact other agencies of departments (ie. Dakota County Human Services, 431-2424; police department; fire department), if necessary. • Provide hand-out materials if they are available. • Maintain a record of inspections and conversations on a City complaint form. I i } y t, i i W. -Y d"~:~".d "q,„''.., ~ . P~•,~` . - ~`$g ~ C. . /3-: , r^ ss:"t.y~ wc~ .+e~,.,,.~ 9 s_ 2~r Ifi;.. ~^'h4~~ zf ~ :-fir !f ,,/7 7A 1 ~ n n ,r l i - _ ~`r - try"f..~`` .r. _ d. ~,•-r-'- - - Ilk r `i / , jj I 1; 7, 4~1 city of czagan THOMAS EGAN Mayor May 28, 1997 PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER Council Members JOSE & PATRICIA PARDO THOMAS HEDGES 3765 BLACKHAWK POINT City Administrator EAGAN MN 55122 E. J. VAN OVERBEKE City Clerk RE: YOUR LETTER OF MAY 9,1997 LOT 10, BLOCK 1, BLACKHAWK HILLS Dear Mr. Pardo: This letter is a follow-up to your letter dated May 9, 1997 regarding the problem you are having with Sela Roofing and Remodeling Company. In 1991, you contracted with Sela Roofing and Remodeling to reroof your residence. Since the new roof was installed, you have experienced water leaking in several areas of your home. At your request, I came out to inspect your roof on February 17, 1997 for infiltration of water into the kitchen/dining area, exterior soffits, and garage ceiling. I was unable to look at the roof itself or locate any area where water could be leaking due to the snow and ice coverage. I advised you to contact the contractor who installed the roof and call our office for an inspection when the snow and ice had melted. We did not get any call for a reinspection. After receiving your letter, I stopped by your home on May 15, 1997 and left a tag on the front door for you to contact me. Again, I did not receive a call from you. In 1991 when you hired Sela Roofing and Remodeling to reroof your home, there was no requirement that contractors be licensed by the State of Minnesota. Please contact our office at 681-4675 to schedule an on-site inspection so we can determine if there are any code violations on your roof. Thank you. Sincerely, William Bruestle Senior Inspector WB/j s Js/Bill B/Jose & patricia pardo MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY EAG 3830 PILOT KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122-1897 EAGAN, MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 FAX: (612) 681-4612 Equal Opportunity/ Affirmative Action Employer FAX: (612) 681-4360 TDD: (612) 454-8535 TDD: (612) 454-8535 b May 9,1997 City of Eagan, Roofing Inspector, Mr. William Bruestle 3830 Pilot Knob Road \ Eagan, MN. 55122 S Dear Mr. Bruestle: We are writing to register a formal complaint against Sela Roofing and Remodeling, Inc. 3233 Hennepin Avenue South Minneapolis, Minnesota 55408. MN Buider Contractor Lic, 0001050 We hired Sela Roofing and Remodeling, to replace our roof and damaged wood in the roof overhang. They did so in the summer of 1991, and we paid them a total of $17,280 (including an overrun amount for several hundred dollars arising from a miscalculation, made by Sela Roofing and Remodeling, on the amount of foam insulation needed for the slope of the flatter part of the roof). Our roof formally was entirely tar and gravel, and Sela Roofing and Remodeling, recommended that we put asphalt shingles on the more sloped part and tar and gravel on the flatter part. During the installation, a heavy rain occurred and we awoke in the middle of the night to a gushing of water coming in the kitchen via two light fixtures and landing upon our butcher- block countertop. When called Sela Roofing, they did send out the roofer who should have put a better tarp on the roof to wet vac the water. Mr. Jeffrey Lindahl, the Sela Roofing and Remodeling salesperson, later told us that we were lucky as compared to an apartment complex being reroofed where Sela had put no tarping on the occupied apartments roofs. When we informed Mr. Lindahl that we would consider litigation if we sustained future damage arising from Sela Roofing and Remodeling not applying proper covering, Mr. Lindahl responded, "Our lawyers and your lawyers would just have to fight it out." Not surprisingly, we started to become quite anxious about Sela Roofing and Remodeling's lack of concern for their clients' property. Unfortunately, since Sela Roofing finished roofing our home in 1991, we have not a leak-free year. Despite numerous calls to Mr. Amit Sela, Vice President of Sela Roofing and Remodeling, and a small fraction of those calls resulting in any visit to our home by Sela Roofing and Remodeling, we continue to have leaks in both the shingled part and the tar and gravel part of the roof. This leakage has created many water stains to both the interior and exterior tongue and groove wood. The water stains are particularly evident on the new wood installed by Sela Roofing and Remodeling,. The wood is not stained yet, and the widespread black water stains are striking. We have been documenting this damage over the years with both video and still photography. We have been filming the damage since January, 1992 and would welcome the opportunity to share this with your office or any other City of Eagan office. Mr. Amit Sela has often been unavailable for our phone calls concerning these matters. When we do speak with him, he blames our skylight in the pitched part of the roof even for leaks located on the overhang area of the flatter tar and gravel roof. The flatter part of the roof often has standing water in it for many days. The shingled part of the roof was not applied correctly r and does not extend over the edge far enough and has no metal flashing around the edge so ice dams form easily around the edges, despite our paying Sela Roofing and Remodeling, extra money for "Weather Watch" ice and water barrier. We have had some many leaks in some many different places over the past 5-6 years that is difficult to remember them all. Perhaps most memorable was the water dripping over the dining room table this winter when we had guests in our home. At one point in response to one of our phone calls, one of the roofers, sent out to our house by Sela Roofing and Remodeling to address a waterfall in our kitchen, did comment that the order of application of where the shingles meet the tar had been reversed, such that the tar had been punctured by nailing of the shingles. Mr. Amit Sela's response to our mentioning this was to demand to know exactly which employee had said this-- not to come and inspect this issue himself, and certainingly not to verify that this problem had been completely remedied. Mr. Amit Sela (when reached) always does have some excuse for the numerous roof leaks and for the asphalt shingles cracking. But we still are left with a home with extensive -and escalating- damage and no hope that e , Sela Roofing and Remodeling, will truly honor their 10 year warranty on the four-ply asphalt roof and their 25 year warranty on the shingled roof. We must demand that Sela Roofing and Remodeling, pay for the costs of water stain removal and total reroofing. Due to our complete lack of confidence in Sela Roofing and Remodeling, we must also insist that stain removal and reroofing be performed by contractors other than Sela Roofing and Remodeling. We realize from earlier conversations with your office that you are reluctant to get involved in civil disputes. However, as tax payers of the City of Eagan, we should be able to know with confidence that our City Building Inspectors will prosecute contractors for bad workmanship. You are in a position to protect the citizens of Eagan from fraud. We look forward to your office's assistance in this dispute. Presently, our dwelling does not meet the UBC requirements for structural integrity for 10 years, and we formally request that your office make a full investigation. Sincerely, Jose . Pardo, M.D., Ph.D. Patricia J. do, Ph.D. 3765 Blackhawk Point, Eagan, MN 55122 i city of eagan MEMO TO: DOUG REID, CHIEF BUILDING OFFICIAL FROM: BILL ADAMS, PLUMBING INSPECTOR DATE: AUGUST 19, 1996 SUBJECT: SEWER AND WATER HOOK-UP 3767 & 3765 BLAdKHAWK.,P01NT Please be advised that the above-referenced septic systems were pumped and flushed out by McKiniley Pumping Services, Prior Lake, Minnesota. These systems were then packed with clean fill on August 12, 1996 by Wenzel Mechanical, Eagan, Minnesota. William Adams WA/js EAGAN TOWNSHIP BUILDING PERMIT N° 2008 yr~ .r Owner ....;n v....t.~~..... Eagan Township Address (present) ~j .._.Town Hall Builder ~ Date _z Address 1 r• ~ • S~ y~ ESOUPTION Stories To Be Used For _ ront Depth Height Est. Cos! 'Permit Fee /Remarks ,4t L4 LOCATION Street. Road or other Description of Location I Lot Block Addition or Tract This permit does not authorize the use of streets, roads, alleys or f sidewalks nor does it give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE EPT ON THE PREMISE WHILE THE WORK IS IN PROG ES!, This is to certify, that ~ =......t has permission to erect a upon the above described premise subject to the provisions of the Building Ordinance for Eag Townsl fp adopted April 11, 1955. _ Per '~;:z Chairan of Town Board Building Inspector .7~ 0 H 19 dp-~,_, 2005 RESIDENTIAL BUILDING PERMIT APPLICATION O City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 9 651-675-5675 FAX # 651-675-5694 New Construction Requirements Remodel/Repair Requirements Office Use Only 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas 2 copies of plan 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 Ptes Required -Y _i4 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 7/1/93 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Date 9 17-4 / aS Construction Cost K "IN- Z Site Address 37 GS r Unit/Ste # Description of Work TCA4_ v f-P (9 _~_fitoe>F Multi-Family Bldg _ Y 2 N Fireplace(s) _ 0 L 1 _ 2 Property Owner V~;S -p4a..-o Telephone # ( C</) S°3" 63 Contractor Ste-TL~Zea6LS Address I (46 Q_1vU-&P,4 S.~ City L-~ !o State "4 Zip SS 3"Llg Telephone # (>0~2) 3oz Y51 4 G r i COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7672 Mirtn~tA Rules 7670 Category 1 Energy Code Legory Residential Ventilation Category 1 Worksheet New Energy Code Worksheet (4 submission type) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? - Y _ N If yes, date and address of master plan: 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. V~r Applicant's Printed Name Applicant's Signatur n lw and Perm Surveys l Topographic Surveys DONALD H. CAIMPDLLL 1 Construction Surveys 0 Subdivision Design and Plotting Z S a%"04 Registered under Laws of the State of Minnesota 1399 E. LARPENTEUR AVE. - ST, PAUL, MINN. 55109 i Phone 777.6428 -I SURVEYOR'S CERTIFICATE 9ritrAr cvtrzrr rsAr Tn,s z$ A 2-Aryx A~dA con-,, a!r ' A'p CS~1IrfrzlA►. i 30 OF A S©". axr OF rsX B 9aYAAAZVS OP TxAr PAnr of Gorsn9x"r Ler 2 Ams Gevriu mi, Ler 3, , - i ~Yj a° ,a * Ssarzofr 1 9'.27 ff., 11.23 W., XAaA,r Towvsxzp, DAx# rA Cecr,rrr, MrNYXserA ISSONZIRS AS FOLLOWS:- Corrxrivez96 Ar rss SOrrxsASr eox9sx or Gorsx9nsrrr Ler 2, vrzaa rss Seerx gwAxrsx eoxxxx or sAza Sserzox 16; rxsxes • 5.,F,9* 3314O" lY., 11,096 rxs Sowrs LzNjr or SAT! 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GIAtrAINZma 2,71 ACA-CS, 11eRS Px Lssao y Forst- TRACT sAmzzx axseazzza wnr. Bs PLAMCD AVD KNOWN AS Ler/0, 81,ecx 1, &AelrxAvir 1111,1,s Avmzrzom. V ~ 7- As svx rxrso Sr rrs zY JYAr 1969 A. D. n t. tt ~ n t < r~ ~ . r3 d~,r"' Gx S FFZ rss l r s Survey for: 16--27--23 Signed: D rorA C*vArTYjJIzjArxs*rA Minnesota Registration No. 5712 49 0 Z° • }' a ".r siMiMitel- Pi mr e.r `gyp ua 'tea tt. i_- i _fhlr5 Tot tot LIttrwvtlAalkaEP —3_c v141 ?typToto oficAnA ,�..-V241Fi `-'.rZLsrr r M�S4tt:;rl v' 0' :ln� ION 114118 t h • \ t r w tr. �7.1.".G?'✓Tr'YL9��jG'K Sp .^ f l��C.LW ad.4-. ny ... ' "44/MMC:ir aa' . '1� : S:�a"" .tr7... ,.•^;fl r -rny_ C,..iMYr a 4Li. ��fi'v. .� xdu..j i .. 9,Sr tu • ..-- • ....4-•72.43...,t," -AltateiL•b-X-S9t. CIA INtipt)ti? vcsr, Pe6i4. 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Oek2f4 QiT RAE :SME T#it15` 4 gl of, F.{X Sri, so.5)4 I 2. !3 ( Cc 200 .tu s!l9lttlifflRlilifilarat un.rnw:r...c..+...a�.c qcneeN • OVA! is stvt4 ;., tAlNAT PO012 Dpi " � . t r4�+ 411,,.0 .:A S . IRSV CUSS --PACCONY'P s +, -4F,PLAtil : Si4.,.Co IN Q« is ear Ywocii Laz2. 686,e3" tip C.G k � ><� 2.•4:2° if NOCH4 . NV t -Ra A CuuT 41 -`, :. 4N NILE\vA 419 _:1 T1 _ ITS E NGINEERINQ. 1110 GREEI.EY AVENUE GLENCOE, MN 55336 (320) 864-5642 FAX (320) 864-5672 BobTibbits tt TibbitsEnginccring.com joePaurnen@TibbitsEngineering.com TRANSMITTAL SHEET .10: 12arrgl 5portel DATE: March 7, 2005 COMPANY: P l e kkenpol l3u l i der5, Inc ADDRESS / FAX/E-MAIL: 952-888-229 RE: Pardo IIe5idence TOTAL 1 AL NO. OF PAGES INCLUDING COVER: 5 NC), OF COPIES: \VE ARE: ENCLOSING SENDING UNDER SEPARATE COVER VIA: 0 NEXT DAY f REG ULMR MAILX� _\.1 ❑ i\L1IL �TI-IERF TRANSMIT 'll: EI FOR YOUR RE\'IE\V & COMMENTS R YOUR USE R1 ENIAR1 S: R-1067 I?arrgl, inclosed please find the certified structural report and details for the Pardo Ie5Idence, If gm have anu questions please feel free to cove me a call, Thank Uou, Joe Paumen COPY TO: file Tibbits Engineering, P.A. Structural Engineers 1110 Greeley Ave. Glencoe, MN 55336 Phone: (320) 864-5642 FAX: (320) 864-5672 Toll Free: 888-248-0373 www.tibbitsengineering.com March 7, 2008 Plekkenpol Builders, Inc Darryl Sportel 401 E. 78th St. Bloomington, MN 55420 RE: Roof Modification for Pardo Residence 3765 Blackhawk Point Eagan, MN Dear Mr. Sportel: At the above -referenced project, in addition to the roof framing details addressed in our report dated March 5, 2008, over -framing is required over a portion of the new roof truss system. As shown on the attached detail, 2x8 — 24" on center roof framing may be added on top of the truss roof system. Also attached is a copy of the truss manufacturer's roof truss layout, with the area to be over -framed hi -lighted. It should also be noted that in some areas, part of the original truss overhang may need to be cut off. The top chord overhangs may be cut off provided that no materials (plates or lumber) are damaged above or inside of the end bearing. We have based our opinion on information provided to us. Our design is in accordance with the procedures and load requirements of the Minnesota State Building Code and the International Residential Code, 2006 edition. This includes a roof snow load of 35 psf. It is our opinion that the roof system and the individual roof trusses A2 through A 14, as manufactured by Littfin Truss Co., are capable of supporting the over -framing under the requirements of the Minnesota State Building Code. Our involvement in the design of this structure is limited to the individual members addressed and specified in this report. All other engineering and design remains the responsibility ofothers. If you require any further information please contact mc. Sincerely, TIBBITS ENGINEERING, P.A. 4.4" Joseph M. Paumen, P.E. Project Engineer Enc. T hereby certify that this plan, specification, or report was prepared by Inc or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Sane of Minnesota. Ioseph AJ. Pautnen Date 5/0 7 License No. 42342 gtool NEW ROOF SHEATHING, SEE ARCHITECTURAL PLANS NEW 2X8 FASTENED WITH (2) 3" X 0.131" TOE -NAILS PER LINEAL FOOT ALTERNATING SIDES OF 2X8 EXISTING ROOF SHEATHING TO REMAIN EXISTING TRUSS, SEE TRUSS LAYOUT ON ATTACHMENT 'A' SECTION AT ROOF FRAMING S3 1"=v -o" TIBBITS. ENGINEERING RA. MC) GreeIay Ave. GLE `:CO_. MN 55336 (320) 864-8642 ADDENDUM NQ. Si 3765 BLACK HAWK POINT EAGAN, MINNESOTA PLEKKENPOL BUILDERS, INC. NFF:PSY CERTIFY TIV,T Tti:ti YLM . SPECT CAT ICN,. C).'• FEP0E1 WAS PRE1'i.kEO :iY r -it CK 11N_IEN MY D1R),CT ,t:F'3 KV U;CN AN') THAI -I AM A DULY LICENSE') PRO E. SStONA-ENGIP,E).F:NOP" 1 Vir Ln1.15 CF THE SHITOF MINNF5Q1 A. JCSEPF1 M. PAtJMEN MRS 08-042 5-7-08 DATE_ �%ej LICENSE r1UM1:k::4?54'1. 3 OF 3 Zr• • 1- 0 CD r A n•10;,"" uul• t i • \i 03/05/2008 04'32 PM Tibbits Engineering, P.A. 3208645672 Tibbits Engineering, P.A. Structural Engineers 1110 Greeley Ave. Glencoe, MN 55336 Phone: (320) 864-5642 FAX: (320) 864-5672 Toll Free: 888-248-0373 www.tibbitsengineering.com March 5, 2008 Plekkenpol Builders, Inc Attn: Darryl Sportel 401 E. 78th St. Bloomington, MN 55420 RE: Roof Modification for Pardo Residence 3765 Blackhawk Point Eagan, MN Dear Mr. Sportel: In response to your request, we have carried out the structural engineering that you directed: we have determined the member sizcs and their connections for modification to the existing roof system of the residence identified above. We have based our design upon the (8) page remodeling plan that you provided us with (dated 10/24/07, prepared by Michael McGuire, Architect). Our design is in accordance with the procedures and load requirements of the Minnesota State Building Code and the I.nternational Residential Code, 2006 edition. This includes a roof snow loadof35 psf. The existing fascia is being raiscd and the roof pitch is changing form 3/12 to 4/12 which will require the existing 8x16 beams to be cut at the overhang and the installation of new rafters. The existing 8x16 beams are to be cut as shown on the enclosed details on pages 3 - 6 of 6 of this report. The installation of new (2) ply 1 3/4" x 7" 1.9E LVL or equal beams are to be added as shown on the enclosed detail on page 3 of 6 of this report. New 2x6 & 2x8 #2 SPF rafters are to be installed as shown to change the existing roof pitch to 4/12. The new rafters shall be supported at the wall and beam locations and 03/05/2008 04:32 PM Tibbits Engineering, P.A. 3208645672 3,7 uniformly support at the intermediate locations. The new rafters add 3.5 psf of dead load to the roof system. Using the wood design values of Douglas Fir Larch from 1969 era when the house was built, the existing 8x 16 rafters are capable of supporting the 35 psf snow load and the additional 3.5 psf dead load of the new rafters. Our involvement in the design of this structure is limited to the individual members addressed and specified in this report. All other engineering and design remains the responsibility of others. If you require any further information please contact me. Sincerely, TIBBITS ENGINEERING, P.A. Joseph M. Paumen, P.E. Project Engineer Enc. 2 t 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 Stare of Minnesota. Joseph M. Paumen Date .3/5'f©o License No. 42342 o 0305/Z006 04:33 PM 2 Nm62 n per „�� Oo Pn T It CO z CO 01 un> N cmo bil M Ga -o D 13) a M z a3 0 73 > m O E -z�Q cpm=r11 C u) > z 7 m X _O P Z z -i n O 0" 0 N) 1 N rri n O z O 7 O z H rn Ln > > rr Z T 0 c m Z rri T W 7cs O -{ xi O O 03 � ;- D O C D N O co rn D 1 Tibbits Engineering, P.A. 3206645672 67 JIJAOS 21b43D 9'819X1 T D N D L.11' z. 0==rn�- C>v 2 Ia-i�N m i M z 73 71 N > Z r * m m D Z n 0 c • ^ =. 03/05/2008 04:33 PM abets Engineering, PA. 3208545872 77 z 0 cg O N 2 7. ?/� L iI JOS 21vCJ3a V' 9X6 ]Ub 73 CD 0 @7 /0 Zc 0 03/05/2008 04 32 PM Tibbits Engineering, P.A. 3208545672 '0- 16 GA. SIMPSON FACE MOUNT SKEWED HSURIL410 HANGER -(2) PLY 13/4"XT'1,9E LVL - 1X3'X' BRIDGING AT WALL LINE AND AT PEAK AND AT MAXIMUM SPACING OF 10'-0" O.C. 8X16R,S.FIR 3 / PARTIAL ROOF FRAMING PLAN N.T.S. TIsBITs N6INEE.RING P.A 1110 Greeley Ave. GLENCOE, MN 55336 (320) 864-5642 PARDO RESIDENCE 5765 BLACK HAWK POINT EAGAN, MINNESOTA PLEKKENPOL BUILDERS, INC. :HEREBY CERTIFY THAT THIS P..AN. SFECIFICA-CCN. OR REPORT WAS PREPARED 5:'''E OR UNDER MY DIRECT SUPERVISION ANO THA" AMA DULY LICENSED PT OhtSS.CNA_ CNG NEER I.NGFR THT LAWS OF THE STATE OF MINNESOTA. JOSEPh M. PAUMEN SIGNATURE: e. 08-04y22 DA'E3-5- 08 SHEET. =, JlC FI 03/05/2008 04:33 PM Tibbits Engineering, P 3208645672 5:7 ▪ m • ci mzo• 0 Z Oa C U ✓ Z 7 - m = m C cn D Z F 0 - m cn O Z 0 • 3 0) 1w0S 2ivC730 J'81 9XL X • dfH DNIISIX3 JO 3NIl 1f10 0 N D 0 D m c N_