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Building Permit 13. 0071 addn info
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Expires r ..` This Certificate issued pursuant to the requirements of Section 110 of the❑Residential l❑International p. Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification Bldg.Permit No. ;. Occuanc T e Type Construction Zoning District P Y YP Legal Description Owner of Building Site Address F 1 i,oQ,'' 1 ,''i [. ‘`r' Contractor's Name&Address ,1City Planner Building Official 4 ci Date: 2 Date: POST IN CONSPICUOUS PLACE i � i lS',:',''''''',,"!:';‘,3 iti �r J� h its , ,; , !1 t ' - - ^ V V z 1y — Ja IZ V E or k.INQ W W I- 0 rt IZQ ' z z— 41 4 re W N �4 OD ❑ ❑ ❑ O Ju. e4e4 0 Z o L aaJ 9 c 0 W J A z YYz O V V 4 Q8 j-0 P o "c W z a' z - _ + z ? W N 0 0 W apa' rerZalI" 1 a Z y T V a. =V < _1 wlawsx (/1 + W W Z K J W a J W j W W — aX3u) am z 000000 0 0 o= UJ e 3 CL a a �.. ): z J CZre W 0 a U o Y V 1, Z a z re o°Di O 17- , k. .' LL a V —z o p u.w FN- 1, p,.- d a cl-i c�i 4 a a° rn ° zoZ~ Z W Y ° CC o a a Z gJ – rz re re is v v pa G w O $ 032° 2 2 3 c.) c..);))Z N0z < 0 a ❑000 1(0 v 0 0c PERMIT TRACKING FORM Address: 7/%/+ r Description: Sr 0 Application Received: ✓ , /'f�. / V. / A ". ,,...ate. W. ....z,....,no_ _w..., ,.a . ..: .:. ,._....,...,. _.....%�. ..._..a: ate Days Elapsed Initial Review Conductedcli Applicant Called with Corrections Corrections Received Corrections Reviewed Final Review Applicant Called Date Days Elapsed Date Reviewed Initial Review Completed Corrections Received Corrections Reviewed 11111111111.12111".1111111: Final Review Applicant Called Date Days Elapsed Date Received Initial Review Completed - Corrections Received Corrections Reviewed Final Review Applicant Called Initial Review Time Correction Review Time Initial Application Date Final Corrections Received: Applicant Called W/Corrections: Final Applicant Call Date: Total Days Elapsed: Total Days Elapsed: 2013 PROJECT VALUATION WORKSHEET ADDRESS: 1ST Floor Wood Frame $87.40 X = 2n' Floor $43.70 X = 1st Floor Wood Frame $95.73 X = 2nd Floor $47.87 X = Wood Frame $40.41 X = Slab On Grade Gara:e $20.00 'Magi * D, 1 EP �Ev? : s;ai #� a d`¢Y'� yfr( � � r5y tc te.3 r'`W-'7 15 Com.letel Finished ew $25.00 X = Unfinished $16.50 X = Crawl S'ace $16.00 X = 3 Season Porch unheated $45.00 X = Screen or covered Porch or stoo• $30.00 X = Deck $12.00 X = 6.1 D E B 3a Erb .*' ° Masonry Single $7,000.00 X = Stacked Masonry $5,000.00 X = Gas or "0" Clearance E.A. $3,000.00 X = Other X = TOTAL VALUATION ( 000 UPDATED 4/22/2013 J:\FORMS\PROJECT VALUATION WORKSHEET 2013.doc Bob Hutchins From: Dan Krieter <dan@matthiask.com> Sent: Friday, February 15, 2013 12:16 PM To: Bob Hutchins Cc: Judy Pint; Larry Poppler; kirtbriggs@gmail.com; hlbriggs@comcast.net Subject: RE: Easement Attachments: Permanent D&U Easement.doc.doc Robert, I received your information but I do not believe I am the person that is legally able to fill and sign this form since I am not the property owner. You will need to contact and arrange this with Kirt Briggs. I will forward him the information on your behalf. If you need their Contact information please let me know. If you have a minute I would appreciate an update on the progress of building permit Thank you, Dan Krieter .,. .e .1mpeme: 7r- DAN KRIETER. iC3v P.LLCK.l.Y1,>18644f3 � i *'''"`Mw From: Bob Hutchins [mailto:BHutchins@CityofPRIORLAKE.com] Sent: Friday, February 15, 2013 11:47 AM .`{/ & kBN Z/"/'3 4 'f j To: danOmatthiask.com Cc: Judy Pint; Larry Poppler Subject: RE: Easement Dan, Surveyor Matt will need to write a description of the easement and place it on the survey The easement must be 20' wide centered on the sanitary sewer pipe.Also fill out the attached cities standard easement form.City Development Services Assistant Judy Pint 952-447-9830 can direct you on filling out the form.Judy is also a Notary Public and can witness the signatures.Judy is available at City Hall Tuesday,Wednesday and Thursdays.Return the documents to the city and we will record them at Scott County. Thank you €01 Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. 1 MP' From: Dan Krieter [mailto:dan@ matthiask.com] Sent: Friday, February 15, 2013 8:03 AM To: Bob Hutchins Subject: RE: Easement Bob, I let the Briggs know of the easement item and sent them a copy of the partial survey that Matt sent to us. Thanks, Dan �9 I I IdH IIS " mum*. ' tI DAN KRIETER OWNS. From: Bob Hutchins [mailto:BHutchinsCa CityofPRIORLAKE.com] Sent: Thursday, February 14, 2013 3:07 PM To: Woodrow A Brown; dan(amatthiask.com Subject: RE: Easement Matt,Our pipes not being located in an easement happens often around the lake. We will ask the Briggs to grant the city an easement for the sewer pipe.Dan,can you please inform them?Thanks ' Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. From: Woodrow A Brown [mailto:wblandsurvey0aol.com] Sent: Thursday, February 14, 2013 1:43 PM To: Bob Hutchins; danOmatthiask.com Subject: Easement This is how the easement came out when I drew it up from the description Scott Co. gave me yesterday? Any thoughts? I have made all the other revisions on the drawing. Thanks. Matt Brown 952-854-4055 2 t x (This space reserved for recording information) City Project No.: Parcel Id No.: GRANT OF PERMANENT EASEMENT THIS AGREEMENT, made this_day of , 200 , by and between , and its assigns, a_[marital status if an individual, and type of corporation otherwise—i.e. corporation, limited liability partnership] ("Fee Owners") (hereinafter"Grantors"), and the CITY OF PRIOR LAKE, a municipal corporation organized under the laws of the State of Minnesota (hereinafter"City"). WITNESSETH: The Grantors, in consideration of the sum of$1.00, and other good and valuable consideration to them in hand paid by the City, the receipt and sufficiency of which is hereby acknowledged, do hereby grant and convey to the City, its successors and assigns, forever, a permanent easement for the purpose of drainage, utility and access over, across, on, under and through land situated within the County of Scott, State of Minnesota, legally described as follows: SEE ATTACHED EXHIBIT"A" INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain 04 "108 esaid public drainage and utility systems over, across, on, under and through the permanent eas. City Project No.: Parcel Id No.: premises, together with the right to grade, level, fill, drain, pave, and excavate the easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of any public Improvements. The above-named Grantors, for themselves, their successors, heirs, and assigns do covenant with the City, its successors and assigns, that they are well seized in fee title of the above-described permanent easement premises and that they have the sole right to grant and convey the easement to the City. IN TESTIMONY WHEREOF, the parties hereto have signed this Agreement the day and year first above written. GRANTOR and FEE OWNER: By: Its: By: Its: (THIS IS A CORPORATE NOTARY, IF GRANTORS ARE INDIVIDUALS, SHOULD BE MODIFIED] STATE OF ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 200 by and_ , respectively the and ,of a , Grantor and Fee Owner,on its behalf. Notary Public This Agreement Drafted By: City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 of PRf0B F�U -NEsoi City Project No.: Parcel Id No.: EXHIBIT "A" (Legal Descriptions of Permanent Drainage, Utility and Access Easements) Permanent drainage, utility and access easements over, under and across that part of the following described land in Scott County, Minnesota: OF P1Vp$ F \V City Project No.: Parcel Id No.: OTHER NOTES: • We should either research the County Land Records and pull a copy of the Warranty Deed that put the property owners in title, or get an Owners & Encumbrances Report from Scott County Abstract (approx. $150.00). The Easement should be drafted exactly as the names appear on the Warranty Deed. • If a temporary construction easement is also needed, there is a different form. • If the terms of the easement acquisition require the City to do replacement of landscaping, there is additional language that needs to be added. For example— The CITY agrees that it shall restore all affected areas to a condition as nearly as equal to the conditions existing prior to commencement of construction activities, limited to the replacement of and/or restoration of in an amount not to exceed $ CITY shall have no further responsibility for reimbursing Grantors or replacing any removed or destroyed structures, vegetation, trees or any other items altered, removed or destroyed in connection with construction activities. [The CITY shall, as part of the construction contract for City project , reconstruct the bituminous driveway into the property]. • Exhibit A should include BOTH the legal description and a map of the easement area. I also like to add a note whether the property is Abstract or Torrens. • If there is a Mortgage on the property, and the easement area is a significant portion of the property, we should also get a Consent from the mortgage company. Here's the form-- CONSENT TO EASEMENT BY MORTGAGEE , which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated , and recorded , as Document No. , with the office of the County Recorder for Scott County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do(es) hereby join in, consent to and subjects its interest in the subject property to the foregoing Grant of Permanent Easement. PRIOR LAKE STATE BANK By: Its: STATE OF MINNESOTA ) )ss. COUNTY OF OF P1V0$[[��GG F�M V • City Project No.: Parcel Id No.: The foregoing instrument was acknowledged before me thisday of August, 2003, by and by respectively the and of PRIOR LAKE STATE BANK,on its behalf. Notary Public OF YWO$ (This space reserved for recording information) City Project No.: Parcel Id No.: GRANT OF PERMANENT EASEMENT . THIS AGREEMENT, made this day of , 200 , by and between , and its assigns, a_[marital status if an individual, and type of corporation otherwise—i.e. corporation, limited liability partnership] ("Fee Owners") (hereinafter"Grantors"), and the CITY OF PRIOR LAKE, a municipal corporation organized under the laws of the State of Minnesota (hereinafter"City"). WITNESSETH: The Grantors, in consideration of the sum of$1.00, and other good and valuable consideration to them in hand paid by the City, the receipt and sufficiency of which is hereby acknowledged, do hereby grant and convey to the City, its successors and assigns, forever, a permanent easement for the purpose of drainage, utility and access over, across, on, under and through land situated within the County of Scott, State of Minnesota, legally described as follows: SEE ATTACHED EXHIBIT"A" INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain 04 PWp$ said public drainage and utility systems over, across, on, under and through the permanent eas --� ` EXHIBIT"A" City Project No.: Parcel Id No.: (Legal Descriptions of Permanent Drainage, Utility and Access Easements) Permanent drainage, utility and access easements over, under and across that part of the following described land in Scott County, Minnesota: 4PRf$®� City Project No.: Parcel Id No.: OTHER NOTES: • We should either research the County Land Records and pull a copy of the Warranty Deed that put the property owners in title, or get an Owners & Encumbrances Report from Scott County Abstract (approx. $150.00). The Easement should be drafted exactly as the names appear on the Warranty Deed. • If a temporary construction easement is also needed, there is a different form. • If the terms of the easement acquisition require the City to do replacement of landscaping, there is additional language that needs to be added. For example— The CITY agrees that it shall restore all affected areas to a condition as nearly as equal to the conditions existing prior to commencement of construction activities, limited to the replacement of and/or restoration of in an amount not to exceed$ CITY shall have no further responsibility for reimbursing Grantors or replacing any removed or destroyed structures, vegetation, trees or any other items altered, removed or destroyed in connection with construction activities. [The CITY shall, as part of the construction contract for City project , reconstruct the bituminous driveway into the property]. • Exhibit A should include BOTH the legal description and a map of the easement area. I also like to add a note whether the property is Abstract or Torrens. • If there is a Mortgage on the property, and the easement area is a significant portion of the property,we should also get a Consent from the mortgage company. Here's the form-- CONSENT TO EASEMENT BY MORTGAGEE , which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated , and recorded , as Document No. , with the office of the County Recorder for Scott County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do(es) hereby join in, consent to and subjects its interest in the subject property to the foregoing Grant of Permanent Easement. PRIOR LAKE STATE BANK By: Its: STATE OF MINNESOTA ) )ss. COUNTY OF ) OQ P1Vp+P 1. b,v+rzs�r- City Project No.: Parcel Id No.: The foregoing instrument was acknowledged before me this day of August, 2003, by and by , respectively the and of PRIOR LAKE STATE BANK,on its behalf. Notary Public 4 PWO$ 0G Project:217252A67-2 page Location: REC RM REAR WALL TERRY MIKKELSON D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST of [2006 International Building Code(AISC 13th Ed ASD)] * BLAINE MINN.55449 A992-511 16 100 28.75 FT Section Adequate By:15.1% StruCalc Version 8.0.112.0 4/16/2013 1:23:29 PM Controlling Factor:Deflection )LOADING DIAGRAM DEFLECTIONS Center Live Load 0.06 IN L/6062 Dead Load 0.78 in Total Load 0.83 IN L/414 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 2300 lb 2300 lb 2 3 Dead Load 31863 lb 33337 lb .. .. F 1 Total Load 34163 lb 35637 lb A®a4 KS Q (B 1' Bearing Length 1.39 in 1.39 in BEAM DATA Center Span Length 28.75 ft 28.76 ft Unbraced Length-Top 28.75 ft Unbraced Length-Bottom 28.75 ft STEEL PROPERTIES UNIFORM LOADS Center W16x100-A992-50 Uniform Live Load 160 plf Uniform Dead Load 60 plf Properties: Beam Self Weight 100 plf Yield Stress: Fy= 50 ksi Total Uniform Load 320 plf Modulus of Elasticity: E= 29000 ksi POINT LOADS-CENTER SPAN Depth: d= 17 in Load Number One Two Three Four Web Thickness: tw= 0.59 in Live Load 0 Ib 0 lb 0 lb 0 lb Flange Width: bf= 10.4 in Dead Load 6016 lb 23040 lb 24823 lb 6721 lb Flange Thickness: tf= 0.99 in Location 0.16 ft 8.08 ft 20.67 ft 28.58 ft Distance to Web Toe of Fillet: k= 1.39 in Moment of Inertia About X-X Axis: lx= 1490 in4 Section Modulus About X-X Axis: Sx= 175 in3 Plastic Section Modulus About X-X Axis: Zx= 198 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 5.28 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 24.31 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 28.75 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 8.87 ft for Eqn.F2-2: Lr= 32.75 ft Nominal Flexural Strength w/safety factor: Mn= 337207 ft-lb Controlling Equation: F2-2 Web height to thickness ratio: h/tw= 24.31 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 198900 lb Controlling Moment: 227881 ft-lb 16.1 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -35637 lb 29.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Req'd Provided Moment of Inertia(deflection): 1294.99 in4 1490 in4 Moment: 227881 ft-lb 337207 ft-lb Shear: -35637 lb 198900 lb Project:212267-2 page TERRY MIKKELSON Location: 50 LOWER ENTRY FLOOR GIRDER LOADS ONLY D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST of [2006 International Building Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 11.875 IN x 20.5 FT(1 +19.5) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:28 PM Section Adequate By:35.8% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONSLife Center LOADING DIAGRAM Live Load -0.04 IN 2L/652 0.22 IN L/1043 Dead Load 0.00 in 0.06 in Total Load -0.04 IN 2L/622 0.29 IN L/818 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 J2EACTION4 A B Live Load 690 lb 624 lb Dead Load 2506 lb 282 lb Total Load 3195 lb 906 lb Bearing Length 1.22 in 0.35 in w w BEAM DATA Left Center Span Length 1 ft 19.5 ft Unbraced Length-Top 1 ft 19.5 ft I 19.5 ft Unbraced Length-Bottom 1 ft 19.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Leff Center MATERIAL PROPERTIES Uniform Live Load 64 plf 64 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 24 plf 24 plf Base Values Adjusted Beam Self Weight 13 plf 13 plf Bending Stress: Fb= 2600 psi Fb'= 2192 psi Total Uniform Load 101 plf 101 plf Cd=1.00 C1=0.84 CF=1.00 Shear Stress: Fv= 285 psi Fv'= 285 psi POINT LOADS-LEFT SPAN Cd=1.00 Load Number Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Live Load 0 lb Dead Load 2029 lb Comp.-I-to Grain: Fc- = 750 psi Fc- L'= 750 psi Location 0.25 ft Controlling Moment: 4061 ft-lb 10.53 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1615 lb At a distance d from left support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Req'd Provided Section Modulus: 22.23 in3 82.26 in3 Area(Shear): 8.5 in2 41.56 in2 Moment of Inertia(deflection): 359.62 in4 488.41 in4 Moment: 4061 ft-lb 15028 ft-lb Shear: -1615 lb 7897 lb Project:212267- page x TERRY MIKKELSON Location: 54 4 ORKSHOP DRS D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span I.-. h� 9100 BALTIMORE ST . ,. or [2006 International Building Code(AISC 13th Ed ASD)] 9 BLAINE MINN.55449 A992-50 x16 x 7.0 FT Section Adequate By:3.3% StruCalc Version 8.0.112.0 4/16/2013 1:23:28 PM Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.14 IN L/608 i Dead Load 0.09 in Total Load 0.23 IN L/372 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A B TR3 Live Load 8410 lb 7855 lb TR2 Dead Load 5115 lb 5424 lb Total Load 13525 lb 13279 lb Bearing Length 0.66 in 0.66 in BEAM DATA Center Span Length 7 ft Unbraced Length-Top 7 ft1111111151 Unbraced Length-Bottom 7 ft STEEL PROPERTIES UNIFORM LOADS Center W6x16-A992-50 Uniform Live Load 1320 plf Uniform Dead Load 744 plf Properties: Beam Self Weight 16 plf Yield Stress: Fy= 50 ksi Total Uniform Load 2080 plf Modulus of Elasticity: E= 29000 ksi Depth: d= 6.28 in POINT LOADS-CENTER SPAN Load Number One Web Thickness: tw= 0.26 in Live Load 0 Ib Flange Width: bf= 4.03 in Dead Load 996 lb Flange Thickness: tf= 0.41 in Location 5.75 ft Distance to Web Toe of Fillet: k= 0.66 in Moment of Inertia About X-X Axis: Ix= 32.1 in4 TRAPEZOIDAL LOADS-CENTER SPAN Section Modulus About X-X Axis: Sx= 10.2 in3 Load Number One Two Three Plastic Section Modulus About X-X Axis: Zx= 11.7 in3 Left Live Load 80 plf 480 plf 540 plf Design Properties per AISC 13th Edition Steel Manual: Left Dead Load 30 plf 308 plf 323 plf Flange Buckling Ratio: FBR= 4.98 Right Live Load 80 plf 480 plf 540 plf Allowable Flange Buckling Ratio: AFBR= 9.15 Right Dead Load 30 plf 308 plf 323 plf Web Buckling Ratio: WBR= 19.12 Load Start 0 ft 0 ft 0 ft Allowable Web Buckling Ratio: AWBR= 90.55 Load End 7 ft 7 ft 5.75 ft Controlling Unbraced Length: Lb= 7 ft Load Length 7 ft 7 ft 5.75 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 3.42 ft for Eqn.F2-2: Lr= 14.1 ft Nominal Flexural Strength w/safety factor: Mn= 25373 ft-lb Controlling Equation: F2-2 Web height to thickness ratio: h/tw= 19.12 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 32656 lb Controlling Moment: 23812 ft-lb 3.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 13525 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Req'd Provided Moment of Inertia(deflection): 31.08 in4 32.1 in4 Moment: 23812 ft-lb 25373 ft-lb Shear: 13525 lb 32656 lb page Project:212267-2 TERRY MIKKELSON Location:59 COVERED PATIO s = D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST of [2006 International Building Code(2005 NDS)] BLAINE MINN.55449 (2)2.688 IN x 11.25 IN x 27.5 FT(4.5+18.5+4.5) Level 3 Wolmanized Parallam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:28 PM Section Adequate By:43.0% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Cen r Riaht LOADING DIAGRAM Live Load -0.01 IN L/5225 0.15 IN L/1445 -0.01 IN U5225 Dead Load -0.01 in 0.28 in -0.01 in Total Load -0.03 IN L/2154 0.43 IN L/515 -0.03 IN U2136 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A B C Live Load 347 lb 2741 lb 2741 lb 347 lb Dead Load -828 lb 4218 lb 4276 lb -845 lb z 2 Total Load -480 lb 6959 lb 7017 lb -498 lb s 2 Uplift(1.5 F.S) -1700 lb 0 lb 0 lb -1718 lb Bearing Length 0.00 in 4.92 in 4.96 in 0.00 in w W BEAM DATA Left Center Right Span Length 4.5 ft 18.5 ft 4.5 ft Unbraced Length-Top 4.5 ft 18.5 ft 4.5 ft Unbraced Length-Bottom 4.5 ft 18.5 ft 4.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Lel Center Right Uniform Live Load 160 plf 160 plf 160 plf MATERIAL PROPERTIES Uniform Dead Load 80 plf 80 plf 80 plf Level 3 Wolmanized Parallam-iLevel Trus Joist Beam Self Weight 19 plf 19 plf 19 plf Base Values Adjusted Total Uniform Load 259 plf 259 plf 259 plf Bending Stress: Fb= 1624 psi Fb'= 1600 psi POINT LOADS-LEFT SPAN Cd=1.00 CI=0.98 CF=1.01 Load Number Dile Two Three Shear Stress: Fv= 171 psi Fv'= 171 psi Live Load 0 lb 0 Ib 0 lb Cd=1.00 Dead Load 142 lb 540 lb 365 lb Modulus of Elasticity: E= 1340 ksi E'= 1340 ksi Location 0.16 ft 4.5 ft 1.5 ft Comp.-L to Grain: Fc- L= 263 psi Fc- '= 263 psi CENTER SPAN Controlling Moment: -10544 ft-lb Load Number One Two Three Over right support of span 2(Center Span) Live Load 0 lb 0 lb 0 lb Created by combining all dead loads and live loads on span(s)2,3 Dead Load 540 lb 996 lb 1009 lb Controlling Shear: -3183 lb Location 18.5 ft 9 ft 9.75 ft right supportRIGHT SPAN At a distance d from of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2,3 Live Load 0 lb 0 lb Comparisons with required sections: Rea'd Provided Dead Load 142 lb 368 lb Section Modulus: 79.1 in3 113.38 in3 Location 4.33 ft 3 ft Area(Shear): 27.93 in2 60.47 in2 Moment of Inertia(deflection): 445.96 in4 637.76 in4 Moment: -10544 ft-lb 15113 ft-lb Shear: -3183 lb 6893 lb age Project:212267-2 TERRY MIKKELSON p Location:69 DIN/GRT RM REAR WALL LOADS ONLY • •,i- D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam ,: 9100 BALTIMORE ST of [2006 International Building Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 20.0 IN x 28.75 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:29 PM Section Inadequate By:382.5% Controlling Factor:Deflection/Depth Required 37.51 In. CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 1.92 IN L/179 Dead Load 2.70 in Total Load 4.62 IN L/75 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A B 2 3 4 6 6 Live Load 13126 lb 13666 lb Dead Load 15082 lb 16072 lb Total Load 28209 lb 29738 lb TR1 TR4 Bearing Length 7.16 in 7.55 in BEAM DATA Center .�� Span Length 28.75 ft Unbraced Length-Top 28.75 ft Unbraced Length-Bottom 28.75 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 700 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 263 plf Base Values Adjusted Beam Self Weight 33 plf Bending Stress: Fb= 2600 psi Fb'= 2017 psi Total Uniform Load 996 plf Cd=1.00 C1=0.83 CF=0.93 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number ne Two Three Four EjLei Cd=1.00 Live Load 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2829 lb 2829 lb 2837 lb 3185 lb 3671 lb 3567 lb Comp.1 to Grain: Fc-1= 750 psi Fc--1-'= 750 psi Location 4.08 ft 10.75 ft 11.75 ft 17 ft 18 ft 24.58 ft Controlling Moment: 206948 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 15.24 Ft from left support of span 2(Center Span) Load Number One Two Three Four Created by combining all dead loads and live loads on span(s)2 Left Live Load 580 plf 580 plf 760 plf 710 plf Controlling Shear: -26731 lb Left Dead Load 338 plf 338 plf 405 plf 386 plf At a distanced from right support of span 2(Center Span) Right Live Load 580 plf 580 plf 760 plf 710 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 338 plf 338 plf 405 plf 386 plf Load Start O ft 10.75 ft 17 ft 24.58 ft Comparisons with required sections: Read Provided Load End 4.08 ft 11.75 ft 18 ft 28.75 ft Section Modulus: 1231.05 in3 350 in3 Load Length 4.08 ft 1 ft 1 ft 4.17 ft Area(Shear): 140.69 in2 105 in2 Moment of Inertia(deflection): 16888.81 in4 3500 in4 Moment: 206948 ft-lb 58838 ft-lb Shear: -26731 lb 19950 lb page Project:212267-2 TERRY MIKKELSON Location: 73 REC RM FLOOR GIRDER LOADS ONLY �a� D.F.P.PLANNINGG&DESIGN Multi-Loaded Multi-Span Beam , 9100 BALTIMORE ST of [2006 International Building Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 14.0 IN x 15.83 FT(1 +14.8) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:29 PM Section Adequate By:4.5% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load -0.01 IN 2L/3642 0.03 IN L/5829 Dead Load 0.06 in -0.16 in Total Load 0.06 IN 2L/376 -0.16 IN L/1088 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 541 lb 475 lb Dead Load 24602 lb -819 lb Total Load 25143 lb -344 lb Uplift(1.5 F.S) 0 lb -821 lb Bearing Length 6.39 in 0.00 in W w BEAM DATA Left CenterSpan Length 1 ft 14.83 ft F1 14.83 ft Unbraced Length-Top 1 ft 14.83 ft Unbraced Length-Bottom 1 ft 14.83 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center Uniform Live Load 64 plf 64 plf MATERIAL PROPERTIES Uniform Dead Load 24 plf 24 plf 1.9E Microllam-iLevel Trus Joist Beam Self Weight 23 plf 23 plf Base Values Adjusted Total Uniform Load 111 plf 111 plf Bending Stress: Fb= 2600 psi Fb'= 2237 psi POINT LOADS-LEFT SPAN Cd=0.90 CI=0.98 CF=0.98 Load Number One Shear Stress: Fv= 285 psi Fv'= 285 psi Live Load 0 lb Cd=1.00 Dead Load 23040 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Location 0.25 ft Comp.±to Grain: Fc-L= 750 psi Fc--t-'= 750 psi Controlling Moment: -17303 ft-lb Over left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: 1877 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Req'd Provided Section Modulus: 92.8 in3 171.5 in3 Area(Shear): 9.88 in2 73.5 in2 Moment of Inertia(deflection): 1148.45 in4 1200.5 in4 Moment: -17303 ft-lb 31976 ft-lb Shear: 1877 lb 13965 lb page Project:212267-2 TERRY MIKKELSON Location:74 REC RM FLOOR GIRDER LOADS ONLY D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam '44',":+..I" 9100 BALTIMORE ST of [2006 International Building Code(2005 NDS)] " BLAINE MINN.55449 (3)1.75 IN x 16.0 IN x 15.83 FT(1 +14.8) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:29 PM Section Adequate By:44.8% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Le± Center LOADING DIAGRAM Live Load 0.00 IN 2/5438 0.02 IN U8701 Dead Load 0.05 in -0.12 in Total Load 0.05 IN 2/522 -0.12 IN L/1506 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 541 lb 475 lb Dead Load 26503 lb -884 lb Total Load 27044 lb -410 lb Uplift(1.5 F.S) 0 lb 487 lb Bearing Length 6.87 in 0.00 in " W BEAM DATA Left Center Span Length 1 ft 14.83 ft F-+ 14.83 ft Unbraced Length-Top 1 ft 14.83 ft Unbraced Length-Bottom 1 ft 14.83 ft Live Load Duration Factor 1.00 UNIFORM LOADS La Center Notch Depth 0.00 Uniform Live Load 64 plf 64 plf MATERIAL PROPERTIES Uniform Dead Load 24 plf 24 plf 1.9E Microllam-iLevel Trus Joist Beam Self Weight 26 plf 26 plf Base Values Adjusted Total Uniform Load 114 plf 114 plf Bending Stress: Fb= 2600 psi Fb'= 2186 psi Cd=0.90 CI=0.97 CF=0.96 POINT LOADS-LEFT SPAN Load Number ne Shear Stress: Fv= 285 psi Fv'= 285 psi Live Load 0 lb Cd=1.00 Dead Load 24823 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Location 0.25 ft Comp.-I-to Grain: Fc- = 750 psi Fc-L'= 750 psi Controlling Moment: -18642 ft-lb Over left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: 1971 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Req'd Provided Section Modulus: 102.34 in3 224 in3 Area(Shear): 10.37 in2 84 in2 Moment of Inertia(deflection): 1237.8 in4 1792 in4 Moment: -18642 ft-lb 40804 ft-lb Shear: 1971 lb 15960 lb Project:212267-2 page TERRY MIKKELSON Location: 28 GAR R.I.A.GIRDER LOADS ONLY ' D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam **',410.0.— 9100 BALTIMORE ST [2006 International Building Code(2005 NDS)] BLAINE MINN.55449 or (2)1.75 IN x 11.875 IN x 24.0 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:27 PM Section Adequate By:21.3% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center J_OADING DIAGRAM Live Load 0.64 IN L/448 Dead Load 0.35 in Total Load 0.99 IN L/291 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 960 lb 960 lb Dead Load 516 lb 516 lb Total Load 1476 lb 1476 lb Bearing Length 0.56 in 0.56 in BEAM DATA Center Span Length 24 ft Unbraced Length-Top 24 ft Unbraced Length-Bottom 24 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 Of Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 2600 psi Fb'= 1959 psi Total Uniform Load 123 plf Cd=1.00 CI=0.75 CF=1.00 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Comp.-I-to Grain: Fc- = 750 psi Fc- = 750 psi Controlling Moment: 8855 ft-lb 12.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1358 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 54.25 in3 82.26 in3 Area(Shear): 7.15 in2 41.56 in2 Moment of Inertia(deflection): 402.61 in4 488.41 in4 Moment: 8855 ft-lb 13426 ft-lb Shear: -1358 lb 7897 lb page Project:212267-2 TERRY MIKKELSON Location: 48 LOWER ENTRY CANT POINT LOAD Multi-Loaded Multi-Span Beam 4N0,471" D.F.P.ALTNNING SDESIGN [2006 International BuildingCode 2005 NDS BLAINE0BALTIMORE ST or ( )) BLAIMINN.55449 (2)1.75 IN x 9.5 IN x 14.5 FT(1 +13.5) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:28 PM Section Adequate By:109.6% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load -0.02 IN 2L/1006 0.10 IN U1610 Dead Load 0.01 in -0.01 in Total Load -0.02 IN 2L/1562 0.10 IN L/1551 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 498 lb 432 lb Dead Load 1969 lb 141 lb Total Load 2468 lb 573 lb Bearing Length 0.94 in 0.22 in w w BEAM DATA Left Center Span Length 1 ft 13.5 ft Unbraced Length-Top 1 ft 13.5 ft F1 13.5 ft Unbraced Length-Bottom 1 ft 13.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADSLife Center MATERIAL PROPERTIES Uniform Live Load 64 plf 64 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 24 plf 24 plf Base Values Adjusted Beam Self Weight 10 plf 10 plf Bending Stress: Fb= 2600 psi Fb'= 2552 psi Total Uniform Load 98 plf 98 plf Cd=1.00 C1=0.95 CF=1.03 POINT LOADS-LEFT SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One -1'00 Live Load 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 1612 lb Comp.-I-to Grain: Fc---= 750 psi Fc-1-'= 750 psi Location 0.25 ft Controlling Moment: 1670 ft-lb 7.7 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1548 lb At a distanced from the right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Req'd Provided Section Modulus: 7.85 in3 52.65 in3 Area(Shear): 8.15 in2 33.25 in2 Moment of Inertia(deflection): 119.33 in4 250.07 in4 Moment: 1670 ft-lb 11195 ft-lb Shear: -1548 lb 6318 lb page Project:212267-2 TERRY MIKKELSON 01 MAST BED GIRDER LOADS ONLY �, D.F.P.PLANNINGG&DESIGN Multi-Loaded Multi-Span Beam 4 ' 9100 BALTIMORE ST of [2006 International Building Code(2005 NDS)] BLAINE MINN.55449 (4)1.75 IN x 20.0 IN x 33.0 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:26 PM Section Adequate By:22.6% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.39 IN L/1016 Dead Load 0.96 in Total Load 1.35 IN L/294 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1676 lb 3574 lb Dead Load 3061 lb 6456 lb Total Load 4737 lb 10031 lb TR1 Bearing Length 0.90 in 1.91 in BEAM DATA Center Span Length 33 ft Unbraced Length-Top 33 ft Unbraced Length-Bottom 33 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS enter MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 44 plf Bending Stress: Fb= 2600 psi Fb'= 2268 psi Total Uniform Load 154 plf Cd=1.00 C1=0.93 CF=0.93 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 6103 lb Comp.L to Grain: Fc- L= 750 psi Fc- L'= 750 psi Location 23.75 ft Controlling Moment: 69097 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 23.76 Ft from left support of span 2(Center Span) Load Number One Created by combining all dead loads and live loads on span(s)2 Left Live Load 290 plf Controlling Shear: -9118 lb Left Dead Load 109 plf At a distance d from right support of span 2(Center Span) Right Live Load 290 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 109 plf Load Start 24 ft Comparisons with required sections: Req'd Provided Load End 33 ft Section Modulus: 365.66 in3 466.67 in3 Load Length 9 ft Area(Shear): 47.99 in2 140 in2 Moment of Inertia(deflection): 3804.88 in4 4666.67 in4 Moment: 69097 ft-lb 88185 ft-lb Shear: -9118 lb 26600 lb page Project:212267-2 TERRY MIKKELSON Location:20 PWDR/GARD.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam �� � � / 9100 BALTIMORE ST, [2006 International Building Code(2005 NDS)] * BLAINE MINN.55449 or (3)1.75 IN x 11.875 IN x 12.5 FT(9.5+3) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 4/16/2013 1:23:27 PM Section Adequate By:18.7% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.13 IN L/912 -0.13 IN 2L/570 Dead Load 0.05 in -0.03 in Total Load 0.17 IN L/654 -0.16 IN 2L/454 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A Live Load 4513 lb 7986 lb Dead Load 2115 lb 4145 lb TR2 TR2 Total Load 6627 lb 12132 lb Bearing Length 1.68 in 3.08 in BEAM DATA Center Right w �„ Span Length 9.5 ft 3 ft Unbraced Length-Top 9.5 ft 3 ft 9.5 ft aft--I Unbraced Length-Bottom 9.5 ft 3 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center Right MATERIAL PROPERTIES Uniform Live Load 410 plf 450 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 154 plf 169 plf Base Values Adjusted Beam Self Weight 19 plf 19 plf Bending Stress: Fb= 2600 psi Fb'= 2569 psi Total Uniform Load 583 plf 638 plf Cd=1.00 C1=0.99 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Load Number f2LLe Two Left Live Load 40 plf 500 plf Modulus of Elasticity: E= 1 1900 ksi E'=1 1900 ksi Left Dead Load 15 plf 308 plf Comp. to Grain: Fc- = 750 psi Fc- = 750 psi Right Live Load 40 plf 500 plf Controlling Moment: 15181 ft-lb Right Dead Load 15 plf 308 plf 4.56 Ft from left support of span 2(Center Span) Load Start 0 ft 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 9.5 ft 9.5 ft Controlling Shear: -6214 lb Load Length 9.5 ft 9.5 ft At a distance d from right support of span 2(Center Span) RIGHT SPAN Created by combining all dead loads and live loads on span(s)2,3 Load Number ne Two Left Live Load 40 plf 510 plf Left Dead Load 15 plf 311 plf Comparisons with required sections: Req'd Provided Right Live Load 40 plf 510 plf Section Modulus: 70.9 in3 123.39 in3 Right Dead Load 15 plf 311 plf Area(Shear): 32.71 in2 62.34 in Load Start 0 ft 0 ft Moment of Inertia(deflection): 617.26 in4 732.62 in4 Load End 3 ft 3 ft Moment: 15181 ft-lb 26418 ft-lb Load Length aft 3 ft Shear: -6214 lb 11845 lb 9 8 ,. L-G ck SC � ' 1 . X '20.8 '''� • 2 9-v+• r \ Ik911 _ • . \914.1 X • 14.8 . ��8• X 4.6 '� 9125 !1 °-�\ h� co j. he,QIv /... ,z.. 92� ' •1 D ?o?C \ c'' c`'. / 6/ \ ,1ERE — �{ , �^� - Vati `'''. -T„ 93uk _. •+,1 923.0 50 :N " I(C'- ttt It ,,,e.r.5P S/ CA 3° t/ ts) ?' �K �y ),,,,.€2. 916F .1 ` •'� ' W ��;' 0J •J' 0 2. y _ ��1 . O ^? + 2 0 . .1 o No) S 13" o qj o 10 x9 25.6 Q9 vl 50 I /4/c)'& 5 n •5° 0 Z. PCR1 0 0 �ep ,ti > � � 0 ` .eye\ "� O * `,/ % S.1)� DG 4, c`L 'A )...% _ UMP of °� Nt. j.1 +•Ms : LMS r ? 4.50 o VAS> 1C o ,n S•7 RI co \ gap. r) rq��J' ' `rn 1 9 .. i 1a x�a - 01 S . o 924 / »\l sccj7 at? `f9'-4/1". 9'7- c))(1' ,0 -iN r \ 4< -`/.2 , `-c)4 It a . ,..si\N N / o �' `' 24�° , I 1 N9 `930.0 922.5 2 k I 929.1,4 92 923'• g�6° I ,1929° ) �1►1 '98 /J * 3-1� 24 I \, , 929�`; / :1 96.0 N' X s .7 GAR_PGE 4 A. •6, 92 92 : j�� Alt X 921.1 92 \ A 9Iii N N r .t �, ' (--...`11,-,g, 11 1 2 � 0, cv .,3 X .25 ° N 01 err o ••25. P / ie � ) 2012 PROJECT VALUATION WORKSHEET ADDRESS: 1 SINGLE FAMIL A.TTA.0 IED: 1ST Floor Wood Frame $84.85 X = 2nd Floor $42.43 X = SINGLE FAMILY DETACHED: 1St Floor Wood Frame $92.94 X 1-1.7I/2 /7 / 2nd Floor $46.47 X t t _ c3( (61- GARAGE: Wood Frame $39.23 X = ISFAINGI Slab On Grade Garage $20.00 4 ac, BASEMENT Completely Finished (New) $25.00 X (n 4-k = /5`� Unfinished $16.50 X = Crawl Space $16.00 X = 3 Season Porch (unheated) $45.00 X = Screen or covered Porch or stoop $30.00 X t( 0 = -5-22 490 Deck $12.00 X Z _ FIREPLACE: Masonry Single $7,000.00 X = Stacked Masonry $5,000.00 X = Gas or "0" Clearance E.A. $3,000.00 X _ o 00 Other X = TOTAL VALUATION 311 CONTRACTOR'S VALUATION ) 2 UPDATED 6/22/2012 J:\FORMS\PROJECT VALUATION WORKSHEET.doc Z V owe �7_, N •,c, 9co � ,coo /2.z. ^ X Qv ti D-1 -t 't ‘,1.1 -11. 5- pd Cs1 1'`Z X Z 6� s Z 6 be6' c \ 47-66;IVO r AlV �� < N 0. Jr( L: ; X co I / Niri �0 ', i IT --L.: \Vitteirlir / 9 4T6Z6 ri .a ► 8 Z °.. 8c>6 p�' (,�,�O 6zs I , t .•.�i�'e6 Z6 (l'6Z6 V -\________,6,\ ad5 ZZ6 N f � 6 � \ A 0O/Z o `' O VIN,Nti �p � / A g' o sato Ips ,fz 6 °� kqr .... 00.4. ,-, it • i 'mg 0.„10_,..CO 1111 4- �sill C Q.� �C' • dWfcc. S oti . i 7 f / 70' Np 0• • °gyZ 16 VI W CAI' �o 0 CG N O 9.SZ6X k o $ CA Cat 77 09 X )11, , . 0v 8 4/ °o- ���% c."-, 1,;)coti• � �ti, s, '3q.'6 Ar cN •/1) o s. -� 1'91.6 9.�Z,c Aris 1:-). AL, 4k )03G / 0' Z6 VI �� Iploolo.. c-26 Z gZ N0�0 \•• . "7 • 9'tINX I ' 6 g�z �. 8.17 l .lik X1't7lb\ q, .LQ 1 s. , 1 r_ , 4\,\ ,.. Q;c3 .ci,\, %VAS* L&%. rX 6 ..I Z. //-� 8-oz, X • 1 ,4 ,�� ,�, .- \ 1iY.*441P�f 9• r 6 ..,r-e. ci... 0,,,`DC7 , ,-AQ i SO-A TL MECHANICAL WORKSHEET JOB ADDRESS: ( 49 4 L ; y-rv�. CONTRACTOR: STc Rea t('a,bNv Complete this [form. Your application will not be processed without all the required information. CODE TYPE: (CHECK ONE) ❑CATEGORY 12000 ENERGY CODE FURNACE TYPE: (C►►ECK ONE) SEALED COMBUSTION ❑ POWER VENT ❑ Duu c j VENT ❑NATURAL DRAFT WATER HEATER: (CHECK ONE) 0 SEALED POWER VENT ❑ NATURAL DRAFT ❑ ELECTRIC ❑ OTHER FIRE:LACE: (LIST FUEL TYPE& VENTING) NRTUric( _ - V irt.cr Uttr- MECHANICAL VENTILATION AIR: DESCRIBE HOW VENTILATION WILL BE ACHIEVED. A o" �ra��. adv�- ;IA ikr l�eq. r, lawn"- mutt. .LIST ALL EXHAUSTING APPLIANCES: INCLUDE CFM (BATH FAN, RANGE [MOOD, DRYER, CENTRAL VACUUM, ETC.) I�.au.31► ) uc - --cope-Phi Otter ve. - 1 ST cFr Air Pt Air EkdJucr �'r `Artwtwo� Ve• rlI4T�'h l� a.h thoZ C WFre I V MAKEUP AIR: DESCRIBE HOW MAKEUP AIR WILL BE ACHIEVED. 8'" .cre4 0.ir JlrcT ^Ter1 LJue (Atli ntc►nkA714 w its. (Ci Tc-Inu�. "MA. J SIGNATURE: DATE: /--P1-^1 3 .I:\I3U[LDINIG\FORuV(S\tMEC[.IAINICt\L WWORKS[[EET.duc (4%0(c Loa, ?It /13 To 6-5 �� � ^ - / ^7 .0. , -- �� ~, ^ -=-- ___ | c7 //;//- 4 - 7' --------� - -------------� -- | | � BUILDING PERMIT It CITY OF PRIOR LAKE SINGLE FAMILY11'�i WORKSHEET NAME OF GENERAL CONTRACTOR: a`kt;,5 n ADDRESS OF PROPOSED PROJECT: t 4c �a�.-I' br;v L , 5. E SQUARE FOOT FLOOR AREA FIRST FLOOR(INCLUDE 4-SEASON PORCH AREA) 1%107 SECOND FLOOR 1 , 14 4- BASEMENT FINISHED 1 ,044 BASEMENT UNFINISHED I OO GARAGE Go4b DECK ab0 3-SEASON PORCH SCREEN PORCH NUMBER OF FULL BATHROOMS 3 NUMBER OF HALF BATHROOMS 1 SEWER AND WATER CONTRACTOR: NOsr-b1or 'P ev4,ey.7/ (o J�-Sr?-4033 NAME PHONE# NUMBER OF GAS FIREPLACES: Z. p� INSTALLER: F1�'tiS irrl`'C ePvk,2\ c 4Orv- c. (oS/— •4,33' NAME PHONE# NUMBER OF WOOD BURNING FIREPLACES: 0 INSTALLER: NAME PHONE# MECHANICAL CONTRACTOR: teer,-, e ;e.1:215 CcD0( i r-� C351— 7/34 - 123.6 NAME PHONE# FURNACE: CHECK ONE: 0, YES ❑ NO AIR CONDITIONER: CHECK ONE: YES ❑ NO AIR TO AIR EXCHANGER: CHECK ONE: ►a YES n NO PLUMBING CONTRACTOR: N or b I o -, `1�I k,,.,.•b t•►- ala—S' 1 -4o33 NAME PHONE# WATER METER SIZE: CHECK ONE: , ,' 5/8"(STANDARD) ❑ r n 11/2„ E 2" n THE CONTRACTOR HAS VISUALLY INSPECTED THE SIDEWALK AND CURB AND THERE ARE NO CRACKS. ❑ THE CONTRACTOR HAS VIS ALLY INSPECTED THE SIDEWALK AND CURB AND THERE ARE CRACKS IN THE n :REN.41. C CURB L) * v c�v , e v�e v-44 -� In c+ V13‘61-e, ATTENTION APPLICANT: YOUR BUILDING PERMIT APPLICATION WILL NOT BE ACCEPTED UNTIL ALL REQUIRED INFORMATION IS COMPLETE. J:IFORNIS\Sitigle Family Worksheet.doc 01 PRICIA) 0 iftlYrti Date Received Date Revieweck Permit# PERMT REQUIREMENT REPLY DATE Date:' 2. 1 /3 Date: : Reques� szmw.0 w5„4,..,0,..4. Reply:�A� - � �• Accept 8 ,,o.........,/„..,,, ,ow'0(-cf661'4 Ate-re. Decline Hot-5/6--- T"rfeit— LIS r$ -2. G,, F etv, Alikev Op 1c-4ce-aP bow t. IA . 3 1•1 Date: t.kL z 4.2. ram_ Date: Request: F t....1).36Reply: kept 0 ' r - 1.4Ace, .ot.i 14 I eclineo oe-T.p fia/'• AAP-40avir- ti3-t,e, Tic,. Date: ts- 1",4.A, a Date: �p-o( /V��a-r�'t' Request: Rs c v6 c�arzs Reply: . 21,z//3 wept Decline //6#19 bi6). lAf)(44414 ,/ . 2Z, Z 1 Date: "5/430v orr Dater Request: Reply: Accept ,0 Decline:0 Building/Planning/Engineering Permit Complete L Permit Issued E 1:1BUILDING\FORMS\PERMIT INFO REQUEST.doc GRANTING OF PERMISSION TO ACCESS PRIVATE PROPERTY Names and address of participants Kirt & Heidi Briggs (MKB client) 14914 Lori Rd. SE Prior Lake, MN 55372 .. Mathieson's (neighbor) 14898 Lori Rd. SE Prior Lake, MN 55372 This letter is to document the mutual understanding between the residences at 14914 Lori Rd. SE. in the City of Prior Lake, MN (MKB client) and the adjoining neighbor at 14898 Lori Rd. SE. in the city of Prior Lake, MN (neighbor) . The neighbor gives Matthias K. Builders (MKB) and the MKB client permission to access their yard during the construction process . Access will be limited to the adjoining lot line area between the homes. This access is granted in order to give the right of way to equipment needed to grade a swale between the two yards to promote better water runoff as depicted on the survey on file with the City of Prior Lake (copy of survey included with this letter) . This access has been granted to the MKB client with the assurance that the neighbors yard will be returned to its original condition at the expense of the MKB client . 7 ...........„---- February 6, 2013 S gnat e of MKB client (Kirt Briggs) Date gbh Ar. .2 6/1/3 ignature of neighbor Date GRANTING OF PERMISSION TO ACCESS PRIVATE PROPERTY Name and address of participants Kirt & Heidi Briggs (MKB client) 14914 Lori Rd. BB Prior Lake, MN 55372 Noonan's (neighbor) 14920 Lori Rd. SE , Prior Lake, MN 55372 This letter is to document the mutual understanding between the residences at 14914 Lori Rd. SE. in the City of Prior Lake, MN (MKS client) and the adjoining neighbor at 14920 Lori Rd. SE. in the City of Prior Lake, MN (neighbor) . The neighbor gives Matthias K. Builders (MKS) and the MKB client permission to access their yard during the construction process. Access will be limited to the adjoining lot line area between the homes. This access is granted in order to give the right of way to equipment needed to grade a swale between the two yards to promote better water runoff as depicted on the survey on file with the City of Prior Lake (copy of survey included with this letter) . This access has been granted to the MKB client with the assurance that the neighbors yard will be returned to its original condition at the expense of the MKB client. .," ...... - ' , February 6, 2013 - gnat e of MKB client (Kirt Briggs) Date AgeAe, 7/7 /401iirLdAt 2-- /3 Alif gna $re .f 11:Il4eri Alr" - Date f \-1 /11 7„Ver3 Welcome to Prior Lake! Your Builder has escrowed $1,500.00 with the City of Prior Lake to ensure that your lots Grading,Sod and - been properly installed. Your residence has been issued a Temporary Certificate of Occupancy which expires on . Your builder hoboes given a correction notice indicating that the sod and trees need to be completed before the escrow monies can be returned to them. Also,there may be additional items your builder is responsible for. 1.)3efore sodding:The Engineering Department must approve the Final Grading of the lot.Call the Engineering Department at 952-447-9830 to set vim appointment. Requirements: a. Provide 8"of clearance between bottom of siding and soil b.Grade must drain away from house c. Maintain or create swales along property lines d. Maintain silt fence until sod is installed e. Water shut-off valve must be at grade height and operable. 2.Install Sod and Trees:The Building Department must approve the Sod and trees on the lot.Call the Building Department at 952-447-9850 to set up an appointment. Requirements: a. Install sod of any variety on the front and side yards to the rear of the house.On corner lots sod must be installed on the street aide of the lot to the rear of the lot. b. Install the trees.Install four trees in the front yards on corner lots and two trees in the front yard on interior lots.The following tree species may be planted: Coniferous Tree minimum 6'in height Arborvitae(White Cedar). Pine,Ponderosa Fir,Douglas Pine,Red(Norway) Fir,White • Pine,scotch Hemlock,Canada(Eastern) Red Cedar,Eastern Junipers Redwood,Dawn Larch,Eastern(Tamarack) Spruce,Black Hills Larch,European Spruce,Colorado Blue Pine,Austrian Spruce,Norway Pine,Eastern White Spruce,White Pine,Mugo Spruce,Japanese Deciduous Tree 2 1/2"caliper Ash,Blue Maple,Amur Ash,Marshall Seedless Maple,Black Ash,Summit Maple,Mountain • Ash,White Maple,Norway&Cultivars Basswood Maple,Red&Cultivars Beech,Blue Maple,Sugar Birch,River Maple,Tatarian Chokecherry,Amur Mountain Ash,European Chokecherry,Shubert's Mountain Ash,Showy Coffee-tree,Kentucky Mulberry,Red Corktree,Amur Nannyberry Crabapple(ornamental) Oak,Burr Dogwood,alternate-leafed Oak,Chestnut Ginkgo(Male trees) Oak,Northern Pin Hackberry Oak,Northern Red Hawthorns Oak,Pin Hickory,Bittemut Oak,Red Honeylocust,Imperial Oak,Scarlet Honeylocust,Skyline Oak,Swamp White Ironwood Oak,White Lilac,Japanese tree Plum,American Linden,Greenspire Plum,Canada Linden,Littleleaf Redbud,Eastern • Linden,Redmond Serviceberry Linden,American Tulip-tree Maple,Amur Walnut,Black Tree Planting Tips: Before Ding. Locate underground utilities. Call Gopher State One Call at 651-454-0002 Do plant trees so umbrella of mature tree stays on property Do not plant in utility easements 3.The escrow will be returned to the builder after all of the above items are complete and upon completion a Final Certificate of Occupancy will be issued. J:\FORMS\SOD AND TREE REQUIREMENTS.doc t GRANTING OF PERMISSION TO ACCESS PRIVATE PROPERTY Names and address of participants Kirt & Heidi Briggs (ruts client) 14914 Lori Rd. SE Prior Lake, MN 55372 Mathieson's (neighbor) 14898 Lori Rd. SE Prior Lake, MN 55372 This letter is to document the mutual understanding between the residences at 14914 Lori Rd. SE. in the City of Prior Lake, MN (MKB client) and the adjoining neighbor at 14898 Lori Rd. SE. in the city of Prior Lake, MN (neighbor) . The neighbor gives Matthias K. Builders (MKB) and the MKB client permission to access their yard during the construction process . Access will be limited to the adjoining lot line area between the homes. This access is granted in order to give the right of way to equipment needed to grade a swale between the two yards to promote better water runoff as depicted on the survey on file with the City of Prior Lake (copy of survey included with this letter) . This access has been granted to the MKB client with the assurance that the neighbors yard will be returned to its original condition at the expense of the MKB client. February 6, 2013 S gnat e of MKB client (Kirt Briggs) Date ----.14.-4------- �� ' ►��t I 2//13 ignature of neighbor Date amu,- u u u u uu A CITY OF PRIOR LAKE ! ptrfmixtf � t� � �1r� �xtaxt K, - - >` ❑ Final Permitted ❑ Conditional C.O. Expires ,' This Certificate issued pursuant to the requirements of Section 110 of the❑Residential/❑International Building Code certifying that at the time of issuance this structure was in compliance with the various ^.. ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification SINGLE FAMILY Bldg.Permit No. 13-0071 ' Occupancy Type R1 Type Construction VN Zoning District R1 SD Legal Description LOT 21 , EASTWOOD ADDITION Owner of Building Site Address14914 LORI ROAD S . E. Contractor's Name&Address MATTHIAS K. BLDRS. , 3521 WEBSTER AVE. , ST. LOUIS ' *•' `= ROBERT D, HUTCHINS MN, 55416 Pl City anner K Building Official Date: Date: POST IN CONSPICUOUS PLACE tfttntr of ( rnxpattr CITY OF PRIOR LAKE K prilar mi of of Puittring jittsprtfiott ❑ Final Permitted ❑ Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 110 of the❑Residential I❑International Building Code certifying that at the time of issuance this structure was in compliance with the various• ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification SINGLE FAMILY Bldg.Permit No. 13—00 71 Occupancy Type R1 Type Construction VN Zoning District R1 SD Legal Description LOT 21 , EASTWOOD ADDITION Owner of Building site Address 14914 LORI ROAD S .E. Contractor's Name&Address MATTHIAS K. BLDRS . , 3521 WEBSTER AVE. , ST. LOUIS \ ROBERT D. HUTCHINS ' MN, 55416 City Planner ' Building Official Date: Date: r r POST IN CONSPICUOUS PLACE Nub Builders Deposit sosP City of Prior Lake A$2,500.00 Builders Deposit is included in the Building Permit fee. The Builders Deposit is issued as security to insure compliance for a Final Occupancy Permit. (It is not an escrow account.) All exterior items including but not limited to grading,sodding, landscaping,tree planting, driveways,siding and painting shall be completed 180 days after the date the building permit is issued. If the work is not complete within the 180 day time period, the City shall notify the applicant of the violation and the applicant shall have 10 days to comply or the $2,500.00 builders deposit will be forfeited and the applicant will be billed for clean up or corrective work to rectify the situation. A$500.00 Tree Deposit may also be required and will be refunded if specified trees are preserved for a period of one year. By signing this I, the undersigned contractor, acknowledge that I am aware of the erosion control requirements of the City of Prior Lake as outlined in the Erosion Control Measures for Building Contractors handout. DATE: '- /-3 SITE ADDRESS: / 9/41- L'O'I ' /9-29 S PERMIT# 45- 7/ REFUND TO BE MAILED TO: ///9.777-/77`i- J NU/ 06�L s -35Z / Li/C G'S,'&C fI Y - . Si. L0 0,97--//2./ /10/ 1. 4 / PLEASE REMEMBER 1. KEEP STREETS CLEAN DURING CONSTRUCTION 2. KEEP EROSION CONTROL IN PLACE 3. TEMPORARY OCCUPANCY PERMIT MUST NOT EXPIRE OR $500.00 WILL BE FORFEITED SIGNATURE: J:IFORMSIBUILDERS DEPOSIT FORM.DOC ,.1:)1.4, µ >y r\ r, Site Restoration Proposal Fo.r Demolition 1irnvEsoo. Applicant: n oN\ric.c 1t1,'VRArS Address: 3S.r - 1 (,-) e.6 S•kle r Pk Ue_ , SV', LOvAS .. Miv cc414 Check boxes below: Fill Excavation to grade 'lb Sod or seed all bare soils `'-43 Erosion control (see handout). Maintain erosion control until turf is established. Cap sewer below grade.* Mark location. Licensed contractor required. Cap water below grade.* Mark location. Licensed contractor required. Call City of Prior Lake Public Works Department (952.447.9898) for water meter removal. \ Cap gas line.* (By gas company) ' Disconnect electric at meter. (By electric company) Nti Pump and fill cesspool/septic tank. Certified contractor required. i Abandon well. Certified contractor required. Existing well ''''`El Remove existing structure foundation and footings, materials, and debris.** Provid dust control by following means: ti Water mist from a water supply (i.e. neighbors, water tank) 2. Enclosure 3. Other CITY OF PRIOR LAKE Comments: (provide survey or draw site plan) BUILDIN P PLAN.REV,EW n INSPECTOR � . Su Vv pvov ige,r DATE Z/ 13 PERMIT , ,/3- 7° 0 ACCEPTED AS SUBMITTED C .ACCEPTECt WITH CORRECTIONS AS NOTED Cl-NOT ACCEPTED-CORRECT& RESUBMIT These comments are for your information.All work shall be clone in tuff compliance with all applicable building&zoning cpde requirements including items not specifically hoted in this review. *Capping of utilities must be inspected. KEEP THIS PLAN SET ON SITS AT ALL TIMES. ** Final inspection and approval of restored site required. Deposit will be returned after approved final inspection. .-c)e:tt WI . 1.)* 4.1;1/3 Signature Date JABUILDING\HANDOUTS\Demolition Restoration.doc City Project No.: Parcel Id No.: premises, together with the right to grade, level, fill, drain, pave, and excavate the easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the ' location, construction, and maintenance of any public Improvements. The above-named Grantors, for themselves, their successors, heirs, and assigns do covenant with the City, its successors and assigns, that they are well seized in fee title of the above-described permanent easement premises and that they have the sole right to grant and convey the easement to the City. IN TESTIMONY WHEREOF, the parties hereto have signed this Agreement the day and year first above written. GRANTOR and FEE OWNER: By: Its: By: Its: (THIS IS A CORPORATE NOTARY, IF GRANTORS ARE INDIVIDUALS, SHOULD BE MODIFIED] STATE OF ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of ,200 by and , respectively the and ,of , a , Grantor and Fee Owner,on its behalf. Notary Public This Agreement Drafted By: City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 F� oQ rxroB 1 V 5�� (1- 3 -\ \ c'2-Y LitikifrA'\. tv ?'('`)/ Pc5 6 1.cAAc `)F-* Laik v 1, er MA Ias. Imo- bp,,,i or-1 3/i )13 " > Pp-ocoess aiuT�,s LElc< ifyiL cS f}-(76- (This space reserved for recording information) City Project No.: Parcel Id No.: GRANT OF PERMANENT EASEMENT THIS AGREEMENT, made this_day of , 200 , by and between , and its assigns, a_[marital status if an individual, and type of corporation otherwise—i.e. corporation, limited liability partnership] ("Fee Owners") (hereinafter"Grantors"), and the CITY OF PRIOR LAKE, a municipal corporation organized under the laws of the State of Minnesota (hereinafter"City"). WITNESSETH: The Grantors, in consideration of the sum of$1.00, and other good and valuable consideration to them in hand paid by the City, the receipt and sufficiency of which is hereby acknowledged, do hereby grant and convey to the City, its successors and assigns, forever, a permanent easement for the purpose of drainage, utility and access over, across, on, under and through land situated within the County of Scott, State of Minnesota, legally described as follows: SEE ATTACHED EXHIBIT "A" INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain OF PRf0, said public drainage and utility systems over, across, on, under and through the permanent eas 1 ,,,,,„..,,,,.:1! City Project No.: Parcel Id No.: premises, together with the right to grade, level, fill, drain, pave, and excavate the easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of any public Improvements. The above-named Grantors, for themselves, their successors, heirs, and assigns do covenant with the City, its successors and assigns, that they are well seized in fee title of the above-described permanent easement premises and that they have the sole right to grant and convey the easement to the City. IN TESTIMONY WHEREOF, the parties hereto have signed this Agreement the day and year first above written. GRANTOR and FEE OWNER: By: Its: By: Its: (THIS ISA CORPORATE NOTARY, IF GRANTORS ARE INDIVIDUALS, SHOULD BE MODIFIED] STATE OF ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of ,200 by and , respectively the and ,of a , Grantor and Fee Owner,on its behalf. Notary Public This Agreement Drafted By: City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 OF YR/pR F u 'bMNss� City Project No.: Parcel Id No.: EXHIBIT "A" (Legal Descriptions of Permanent Drainage, Utility and Access Easements) Permanent drainage, utility and access easements over, under and across that part of the following described land in Scott County, Minnesota: OF PRIOR V �NHnS� City Project No.: Parcel Id No.: OTHER NOTES: • We should either research the County Land Records and pull a copy of the Warranty Deed that put the property owners in title, or get an Owners & Encumbrances Report from Scott County Abstract (approx. $150.00). The Easement should be drafted exactly as the names appear on the Warranty Deed. • If a temporary construction easement is also needed, there is a different form. • If the terms of the easement acquisition require the City to do replacement of landscaping, there is additional language that needs to be added. For example— The CITY agrees that it shall restore all affected areas to a condition as nearly as equal to the conditions existing prior to commencement of construction activities, limited to the replacement of and/or restoration of in an amount not to exceed $ CITY shall have no further responsibility for reimbursing Grantors or replacing any removed or destroyed structures, vegetation, trees or any other items altered, removed or destroyed in connection with construction activities. [The CITY shall, as part of the construction contract for City project , reconstruct the bituminous driveway into the property]. • Exhibit A should include BOTH the legal description and a map of the easement area. I also like to add a note whether the property is Abstract or Torrens. • If there is a Mortgage on the property, and the easement area is a significant portion of the property, we should also get a Consent from the mortgage company. Here's the form-- CONSENT TO EASEMENT BY MORTGAGEE , which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated , and recorded , as Document No. , with the office of the County Recorder for Scott County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do(es) hereby join in, consent to and subjects its interest in the subject property to the foregoing Grant of Permanent Easement. PRIOR LAKE STATE BANK By: Its: STATE OF MINNESOTA ) )ss. COUNTY OF F OF p�OA u "��Mass�° A • City Project No.: Parcel Id No.: The foregoing instrument was acknowledged before me this day of August, 2003, by and by , respectively the and of PRIOR LAKE STATE BANK,on its behalf. Notary Public of eWoB "�Nb60t�