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HomeMy WebLinkAbout2011-01003 - new structure A CITY OF ORONO PERMIT NO.: 2011-01003 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 09/28/2011 (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 840 OLD CRYSTAL BAY RD S PIN : 09-117-23-12-0002 LEGAL DESC : UNPLATTED 09 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 645-SINGLE FAMILY HOUSES(ATT&DET VALUATION : $ 1,128,000.00 NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL,SEPTIC,FIREPLACE,LAWN IRRIGATION,AND WELL (STATE),ELECTRICAL(STATE) WETLAND BUFFER PLANTING PLAN REQUIRED BEFORE CERTIFICATE OF OCCUPANCY. INITIAL) WETLAND MUST BE APPROVED BY MCWD. DRAINAGE ALONG SOUTH LOT LINE CANNOT BE DIRECTED AT NEIGHBORING HOME. DRAINAGE MUST BE INTERCEPTED AND DIRECTED EAST OR WEST ON SUBJECT PROPERTY. NOTE: AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL: �JIiT NOTE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT SURVEY AT THE TIME THE CERTIFICATE OF OCCUPANCY IS REQUESTED,A TEMPORARY CERTIFICATE OF OCCUPANCY MAY BE ISSUED UPON RE 'T OF A$10,000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS. INITIAL: APPLICANT PERMIT FEE SCHEDULE 6,468.75 CHARLES CUDD LLC STATE SURCHARGE(VALUATION) 551.20 15050 23RD AVENUE N PLYMOUTH,MN 55447- TOTAL 7,019.95 0 Minnesota State License#:20635245 OWNER WILLIAMS,JAMES&HEIDI 840 OLD CRYSTAL BAY RD S WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are req e' in conform. with the State Building Code.This permit may be r- oked • any time f.,,d . se. / , 9i Z6 /Z01( 9 // Ap• icant Permitee Signature Date Issue y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. • w r, City of Orono 2750 Kelley Parkway Orono NN 55356 9522-249--4600 Receipt No: 3.005586 Sep 28, 20:.1 Charles Cudd LLC Previam Balance: .00 Permits 2011-01003 840 Old 5,468.75 Crystal Bay Road 101-32510 Building Permits Permits 2011-01003 840 Old 551.20 Crystal Bay Rd S 101-20802 Due to govts-State Total: 7,015.95 New Balance: 7,019.9.5- Check Check No: 022250 7,019.95 payor: Charles Cudd LLC Total Applied: 1.019.95 --------------- Change Tendered: .30 09/28/2011 02:I6PN____.__-..__ • Address/PID/Legal: : a c 0 -r ' [-S44 t 4604 ( ,,i, Descriptioin-of MO*: '1 Y _,,_ - .>4, ';•„:''•-•; , r • , - - m I Zoning-File#: - •R:esolution - I - • - r Scheel-District • • --..Zoning:- tot Area: -SF) C • d#k1. brniited les Ci • No" •• 'Date of Survey:___i_t t =3 rsei Setbae ..rpt - ) 44ear .'1 slid 'S W) 1 S .E rW 9 Building=Defined Bolding PeakHeight Pimit ._,.- •:• � ' i :14Pa1 ,-,11 R ji 10t+7 lS 11 . START WITH 'flys ifistancehetween The.basement eeri crawl 2-. WiTff ` STA-RT eec a stat d highe spaceloatzdheAi ghost realer' of ®ane' iofa t rothe ein iceofa •roof,�efdeddc9fa. • • ; •, IIsita t� :: �-`• ��fiiem�n�ifone�tnd ; � potttbtre rera ! i�todf '• • .,-roof r e .-i;` tf distance en efi estwlndowand f C." <: nit • fatae; eet1aeit a"'L.-i -Tool iaakofs fitichet = be .peal(0411146304411454UCT '. _ . . Wince t e szthetetintent U etetre a a s te.. se ooaneiighst tirSearin - t a ot>dra" Thetroanr�0feet, ►hilve'isfess+ 'EQUALS fsed gi ttiot C . : . . . n , . . .. o ., _ .• . ,:. „ . : ,. .,. tai 'e Setback 33.`des :El -' toipfhp tEl Am, • • I�' '• o ` -: 'errnit Number; lySD -Setback- iive!' Variance .'- Existing Propos- Ct�P�Re - D Yes . .v e }�-ye . .,It :. 7-5-250' TY-Pets): Type(s). 21.50D° . - 500-10.00' (-�- updated: D9/11/2009 - _ z:\forrnslpfan reviewchecktist.docx :Fees to,be Charged •'AYES MOIR investigation Fee . -- ' . MilIM crer � 111111111111111111111111111 Calculated Sy. • . Square footage . ,.per Square footage Basement X 15't Floor'. = 2"d Floor _. $ , Garage • Estimated Construction Vie: $ 1 I i ,pe ' Orono inspections Required: Work ftegtfir ng Separate Penults • , ilrequieed StalaParndite !3 Site • Piumbing ' CI ceding r/Fillies Well '. 'D Hardcover Removal e,;gi htiechaniceil 13 'Fire 'Electrical ,00tingD WaterGannection oared Wail Vei)fic replace . :13 Sewer Cc rection Foundatiion Survey t3 Masonry. tawn•lt�ig n • )13°.i adon R oOlc Bed fig. raming . C Other(specify). ns talion .. . :Sunray . sinal Other(specify) ' fedsecolr$-L-th` )44,1 REMARKS(inhouse) ` , cr , . a ,,.., 1, a SI R/A fr a,,.,,at 3.�rR. <, "� a f'= -Vt.-A."1, �d .� ".Arr' 1 Other Review: Reviewed by: .Date.. roved: Access:Existing: El YES El NC) N D YES D NO REMARKS(TO BE NOTED ON PERMIT AND INITIALLED BY4P^ERSOItl PULLING peamiT) rrLt;t "ilee t, wektAr lot 100(ffer :y)1.0.,141-1 yiatei of r. c- o. m040„ Dr6tirtokotea Lo+ rte" ,l.1rrj s4- 1.c. L trig- : d2ire . s ' 6y. -- 17,r1 s olpj et.- , 0 Updated: 09111/2009 z:\formslplan review checkbst.doCX . • 5 LI/q5 City of Orono l,IO Y Building Permit Application for New Structures or Additions Mailing Address: Permit number: C))0P—D aO03 4-,. O4 Cr Box 66 /� //� Crystal Bay, MN 55323-0066 Date received: / ,.;s. 4i >, Street Address:' Received by: ii 1 cn s o`i 2750 Kelley Parkway Plan review fee: S420 ,�p9 . ,I • oQ� Orono,MN 55356 Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 810 O(rp G'r*.ST ., gPr 140..© Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes • No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION; Name: TOM") So,I'J -K / Ct1AA.J.%S CVRD De ►JoVC) State License# 2.065614V Expiration Date: / //3 /2013 Phone: 4;Z-$33-8 0 (office) 612.389- 3$30 (cell) Mailing Address: ;Soso 23 Alva N City:P1.YMoum ZIP: ICAO!7- Contact Person: SvrW SC1n1 64( Applicant is: 4•411r l'.7r / Homeowner (Circle One) Email and/or Fax: TSQNM ff,/( p C.PIAA.SSGt)bb.GANG PROPERTY OWNER INFORMATION: ` x , Name: * t1 YY bt 1t..6%AMo Phone(day): - - Address: it pc.otie4c 'i, Q Q. City: SP/a44)(,.irx ZIP: 77.3g2..., Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: Phone(day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply • New Construction IN Single Family with • Residence ❑Addition attached garage ❑Garage/Accessory Bldg. ❑ Public Sewer ■Accessory Building ❑ Single Family with ❑ Deck ❑Relocation detached garage ❑Office/Commercial r Private Sewer ❑Other:(specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may require ❑Commercial i Other(specify) MCWD review&permits. ❑ Industrial a .tika • Private Well Minnehaha Creek Watershed District(MCWD) ❑Other:(specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 - Fax: 952-471-0682 www.minnehahacreek.orq Estimated Construction Valuation(excluding land) $ id—2-8700a N • .. ot I. ,, co il "::"., • H , cTi r, ; ..1. I. C tt z ..., 0 rsi nee E en , Z 0 I I. l 0 0 3 .i X rti 73 S.S12 , CU c ti a . I'D) t co 2 '43 E -c i: ...d' 7 E 6— " >• 'ii F_ , 1 , I— ' ---.c u It • H 7...! tr: ,1 r >.,—, — RI , • ed Cr; >"" CU C .4 ,.., .. . cer a 7 s c0 . ,17, _ • en ' _ en I — c o rsi .., 1.... U 41 - _ 2 , ••• ...".. 4 fps, • . • STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a.Length(ft.)= I0(o4"dN Number of bedrooms= '5� •Wood/Frame r�•�� ►t ❑Masonry b.Width(ft.)= i T'40 Number of g age stalls: ❑Metal Attached= 0 Pole Bldg. Areas in square feet Detached= 0 ICF 0 On-site Prefab c.Basement= le,450 ❑Off-site Prefab d.1st Story = zez. 0 Other(please specify): e.2nd Story= Z41'1 f. %z Story = g.Total Area= (13$ REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable A 0 Permit Application • 0 Proposed Building Plans • 0 MN State Energy Code Calculations and Mechanical Code Requirements Form ■ 0 Survey(meeting all requirements) ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation(s) ■ 0 Septic System Site Evaluation Report ❑ ■ Access Permit ❑ ❑ Wetland Buffer Improvement Plan ❑ ■ Engineered Plans for Retaining Walls 4 feet or above • ❑ 0 Plan Review Fee ❑ ❑ Other APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; I • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy Is requested, a temporary Certificate of Occupancy may be Issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: (otel4W Date: 9/ Q / l ' r 1 Construction Codes and Licensing Division f# ��',• MINNESOTA DEPARTMENT OF Phone: (651)2841,5034 - ) ) Email: dli.license�state.mn.us 3 ';','ti LABOR 8e INDUSTRY Website: www.dli,mn.cov/ccid.aso e1= i1;;, ...6 CONSTRUCTION CODES AND LICENSING , Po Box 64217 1 ::: ST.PAUL,MN, 86164-0217 1• _ f , NOTICES ' I • r', \- LICENSE IS NOT TRANSFERABLE CHARLES CUDD DE NOVO LLC CHANGE OF BUSINESS STRUC' URE CHARLES CUDD DE NOVO • YOU MUST GET A NEW LICENSE 15050 23RD AVE N - c` \ PLYMOUTH, MN 55447 - A CHANGE IN INSURANCE POLICY REQUIRES IRES A,NEW CERTIFICATE OF INSURANCE TO BE FILED 7 i ----'------- - - - . _. _ _ • -/' s.�:g.ii YQU;,t1 :UST:::N4 IF1/,:.,1[Hg: EPARTMENT OF CHANGES IN Y JUR LICE., IS.ED.B#A NESS. Una .{�- .},.:3 n ix..}za"?.; ;s..N: ,. ;+ ::L%.. :u. ;t::v::;• ,'i. g{s; `;A;;?" :g F:eilt i` t, If } 0 e. t;> ou to dmimstrativepenalties Vii' �: fk `<" "igii. t_:�. :' '�{' 4..,::•;>:.... ::)r a: . .: :3 G C a ) s. A3$'`rdiY.45s:; A i'q•'d •hi:2,yp+iw :': " `•:: +<'af F^��is s:r`E:x r•,•'•fi�:ar;::car' x.ia:):a#�::• 15-Day Noti ication Requirement. 'Licensed contractor must notify DLI.ina}writtng.within 15 dajrs of the>date that any of the following _`i < t°wch' eele the license occur during the license period. Information and&forms to<mC:oi a ch�an es to the�lic':ense are available online at www.dli.mn.gov/ccldlLicUpdate.aso. • • Licensed business' sica 'stSrreetaid bass,phone`lumber and mailingaddress. i.:0 ...,'�t:::::„, w:>:>:�'�<;;.;,;:; ;�.i;•',;:?:'dA�nl Y,�{':kR:y�Y:.�..,,.;< %i)�Y.{U^)'f-`vfii�i>.�i� s�.;p�. 7 to�5.;'ti i,;'�� ?y::0.}.. i:'c`'::}, ':r:+,d',.d};..•:..�tisyY •' Change in lice f " �l to` s r�trol"c�+r'a offcers or directors. :: :. }�:•$ :iii}:;:::''' ..h ,';;kw: v:,g g Ih i it a ,� , I t`7 h.,, • {::'dCr�i ..i.;r.#}x' ''?�')t:' �'';�•:•%\,.g:`v,:v.:;:j.� 'i:;:ri %�y3 fi � :,,.fit '.;:a,a Change in licensed co.n actor=s§egal:name and assumed name. ::' ' ;>:„:•$: J'- • Loss of or charilge itt.Oile-i riiDg>•Person. •Air. gg .,d:`::E...: '; ;*.t...t.;0. y."$..v • :iP;':' .v�,:i;.a :.b:S - '•'v;n4l ''�.J{ ';'ii'"`'% �•:}:��'v:Niiry'". :^'..:v . <; :>,f Judgrnent Debtor.Notice. Licensed contractors must notify DLI in writing,within:l: days ofkttie,fndipg thvatthe contractor is found to OrVA R be a-ju1'd mentdebto blued i! on conduct requiring licensure per**At.*§ ,326B;802 to 326E 885 ::/ a,:•.,.r>: ..) • - - i:�; "� At,...A ,,.,,: ,�,.r••,fii r tii 4:'i:F, • '�'�� o"i'a�,"i+., :�^ , �./ ♦;•A.'�.,•:�f �.•. a:�,.. ti:'Y'�h �x' "- y�X;.:zrf„/f�?^' .t;::::!.10 /� • :;�: \ .F; -�rlkrufS�cyr.;Retit�on Fiii`ns�:Notice. Licensed contractors must notlf.�i�bLiriF4w,rl�.ng?,�ivtt.��irf5'd�ays offil�g a petition for bankruptcy. ,h.,: v6..: 0 i;:c :.. .W:. } ,•9• :�.$•1 e<:) ?.9.j: . Conviction Notice. Licensed contractors must notify DLI in writing within 10 days if the licensee has been found guilty of a felony, N. gross misdemeanor misdemeanor<or fir'."•'•o ara le offense related to residential contractingincluding:convi tions<:of fraud ; *4iw: . ;} misrepresentation misuse ofsf hds{ ' 'cri m :al s,� ''conduc "assault burls conversion of funds or::fhe; ofr:roceeds i tf isor:i a.,r; anyother state or anyothe :{ ite ict '9 r';b;i ::;;:„ ;' .~: `' i ;:{•k, ij it -.11 clA to lut'i.�d re's' :i;0.; :;:;:,:} w.Y ::: :< ;;F<:i':,. ��,f z,ir:F ::;} ikY?;d i. Q'.:kt* .;d:, . ,.> r :;:,� ":'yr+; }kd).i8 ,4,.;: `r :'ik..,..,..,,M••i,y :.o,.:{ti::{'#:;':i7 k%.:i:w .......v,...,$.,..;' ry}.:¢f '^y2 4;:q,,,'+•.k.. K •r::::• d':>Y•3 d,xa.. , 's.. YoUr icense=cerUftcate sazis7,7b Sow the perforation. Show licenseo >tJcatet when0 b ir ng buildt g permits Y . %bi•fritp? a .:„,,,,,,K, /0-'1,4 i *, rY} ?,;*..W.:::•.,c'/ ♦o 1 ; .t o?... bFe, •,:: ..$0 h & ,fY lfof k)Y:y ,• < ? } a � ( \ - ...i..,..,14:;. ,,;,,,, ,,.,4,,, S#t . ;:: .4 6,,,Not: _ y nstru tdes anLicensing Division - 5e,•'• r• ...1.• y, :NNE.SOTA DEPARTMENT OP . I Nakt f1:46641144651)28 34 L3R Ii`tUTRY 1•ONE-mail address: dIi.license@state.mn.us .;;' CONITRUCTIO CDi .4.:::::.:..:, Website address: wWw.dl'trig► ov/'� d:as ->" . j-•.•' : :0. .d":+. '{:;l? i'; i:.':+ :� `p..., 1 :�2. 3T.PAUL,MN,b516�p0�9�,^� <6.`ciY..}•^idi:, a'<',Y�t,..;arfiadY'. };r,.:j�ri'• /.''�:�fi- �. �i •c;y,.;d:i,,.J� T'.,�'..:} ♦ p)yY.,, a?�., q;>l. 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Oft, �,w \;,?::; � .3:i'• , o-.:fi• Cdr. {^,^•� f DBA ' CHARLESrtUDD DE NOVO 7 " '"''u- fi`"y $^' LIMITEDiLIABILITY COMPANY- Address: OW) 4.Va4':' :x,: AS,'1 ,,A4:iE: .ih::,>:;ek.; �„ ; . 15050 23RD:A ) I .}..„ ,} ?.., :...,YiY i . ;:. :n �: .2 ti:•?;:;i .:;t.r;Cs'3� ":-y„';: u^djc, .i ;�.?;d <y',••"•iizgyv 4,:,,,.,,,; ^>zvk;.y♦ ,ik�: •e. ik#;:n, xrY ?:.,*!..F :�ftii>S`• }ai,•dt} {'-A:S 4�;:.k •{:kti`.?- ,v,'C+4 :;3 :.v PLYMOUTH ***11 .::55 k.,i:t• �:�;x: k:}k::;,. `` .;:;:W* •� �xt3`.>, k�rr<'`••% :'�>'i'd{x "�y`•E�di ,�;, ..:rY ?;:;<,{ .�F4•a; ti:,;�zxf°,�' i • .:'.''? 'i{9.}:{ir?e.,Z k.. ... ?U:?:4.'Cv :Nf}:v `vi: :4vz.ti:i•�:ti f:�.'.�.n s.$::::':.`:' • i.,:°:rr H:•.Y".i-:::�i .;.\4 ,;'okv,"Y;i;{<o• ,,:y,," .'�,.:@ License Identification Number: 20635245 i"..::}.e. ‹.iv,..,,.. tr< 3^i'}m. f:K... • - .;.'dy '• A " A:Y. 1,07,9 %, `` ; y : :"v . � 9 ) xp%` ,f . ik. ;' /31%2013 .`" +: k"{v: k`•%f. ' fi2 �aQ %.n\ r • r1:'.1:10: $4%fyiY: W� io& i v � 4hz, f ...6yh +a ':,,N;:t.,;;;:g0 ,si:7• .• 45.1451., al.fy.� er ) wd:)bHN R SONNEK � u.,.�. ': ''' 'Wd1o � 5 ' > d�k. • k °✓ T % " h . „k .:00t0 %„, � i` ,}•: yr" . a0,:k" ,,,,?Yy;56 ?i, kgt"% N::?. Xi..t4 :, mfi'' i,a5'An ^w :a4 \ 7 610..761 6.0.1511 -, • • New Construction Energy Code Compliance Certificate Per NI 101.8 Building Certificate A buildins eenifiate shall be posted in a certificate alnil be contacted permancndy visible Walton inside the building.' Date Certificate Posted d by Olt builder and shall list information and values of coenponenu listed in Table N1301.8. Maill.Bokadcess of list Dwttnlinr of pwelUns)tett( • Q . .:4!h city ,e: of 'y.a . . e i rr Name of Residential Contractor • •MN Lkense Number - - • THERMAL.ENVELOPE RADON SYSTEM Type:Check All That Apply `o Passive QVo Fan) u r, c 0. ` • ta h Active(With fan and monometer or .� u e _ v c other system monitoring device) c u 3 `u O c--0 e' u L m v I e2 _ U q N V ? C Insulation Location e • ._ b o > ei o m d ii. • a: %=7. s o` m `o U O in Below Entire Slab h .F.. Z u' ie' w tis. Z iX e:4 Other Please Describe Here Foundation Wap Type in location:Evertor exterior or integral Perimeter of Slab on Grade Riin Joist(Foundation) Rim Joist(1"Floort•) Type in locatioon:intonor exterior or integral Wall Type in Masker intim r exterior or integral Ceiling,flat Ceiling,vaulted Ray Windows or cantilevered areas Bonus room over garage Describe other insulated areas Windows 8 Doors Average U-FactorskylightsHeating or Cooling Ducts Outside Conditioned Spaces fFrcludes and one door)U: Solar Heat Gain Goeflieient(SHGC): Not applicable, II ducts located in conditioned space MECHANICAL SYSTEMS �s� d M1.0 ake-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Fuel Type �/� Not required per mech.code Manufacturer /I,�/�1" Passive Iv /� A Powered Model. „2.---- z ,,j��,�y� •• /.�5 KG(//�C/ �/O 0 Interlocked with exhaust device. Rating or Size v� /�� Input in CapacityDescribe: ut Outputm BTUS: ���lDallons: Tons: � Other,describe: • Heat Loss: Structure's Calculated ��f�?�o Heat Gam: Location system: AFUE or HSPF% 9 SEER: /4------ Efficiency (�eo Calculateded coolie:load: ' Cfm's 00e2 Mechanical Ventilation System "round duct OR ”metal Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Co t ustion A'irct Select a Type source heat pump with gas back-up furnace): Sete ype Not required per mech.code 1/1LowNg Heat Recover Ventilator(HRV) Capacity in cfms: Passive : ' 'nergy Recover Ventilator(ERV)Capacity in cfms: �� Other,describe: Low: Location of duct ors tern: Continuous exhausting fan(s)rated capacity in cf • Location of fan(s),describe: �R s C 4 Capacity continuous ventilation rate in cfms: • Cfm's Total ventilation(intermittent+ �"' "round duct OR �� continuous)rate in elms: � "metal duct Created by HAM version 052009 PRODUCT PERFORMANCEaewanaA" Andëreui.s. V Andersen'400 Series Product Performance,Air infiltration and Sound Transmission Ratings AAMA/WDMA/CSA• Certified AlrI 18611r/610DCoresisondg 0/ .2A40 $Standa Sond Trans". OtrC°Perfomance Grade Desia(DP) 11 -0crm/>h (L/(s•ma)) tease(sT)(pa) Rating (test sae -- PG 50 DP 50 Class LC-P050(29 x 72) 0.03' (0151 26 22 PG 50 DP SO Class LC-PG50(57 x 72) 0.03'. (0.15) 26 22 PG 40 DP 44) Class LC-PG40(85 z 60) 0.03. (0.15). 26 22 PG 35 DP 35 Class LC-PG35(60 x 36) 0.21 .17) 26 21 (1 PG 60 OP 60 Class R-PG60 <.01 <0.05 28 23 PG 50 OP 50 Class LC-PG50(60 x 72) (.01 (0.05) 29 25 Class LC-PG50(72 x 60) PG30 DP30 Class LC-PG30(46x77) 0.13 (0.66) 27 23 PG 50 OP 50 Class 5-P650(38 x 65) 0.1 (0.51) 27 23 PG 65 DP 65 Class LC-PG65(68 x 77) <.01' (0.05) 28 23 PG 65 DP 65 Class LC-PG65(75 x 40) <,01 (0.05) 28 22 9 i PG 20 DP 20 Class LC-PG20(46 x 78) ().12', (0.61) 26 21 PG 50 OP+50/-BO Class LC-PG50(68 78) 0.03 (0.15) 30 26 s PG 50 DP 50 ''a Class LC-PG50(68 x 78) <01 (0.05) 30 26 r U PG 30 DP 60 Class LC-PG30(46 x 93) 0.07 (0.33) 26 23 50 DP.5W-55 Class LC-PG50(45 x 77) 0.12 (0.61) 26 23 w uM PG 50 DP+50/.65 Class LC-PG50(45 5 65) 0.08 (0.41) 26 23 use PG 50 DP+50/-65 Class LC-PG50(68 x 77) <.01 (0.05) 30 25 GF ' p ;' = PG 50 OP+50/.65 Gass R-PG50(48 s 48) x.01 (0.05) 28 23 ri PG 30 DP30 Class LC-PG30(72x60) 0.07 (0.33) 26 22 PG 40 DP 40 Class LC-PG40(30 x 74) 0.14 (0.91) 27 22 — — 27 22.. 27 22.. • PG 50 DP 50 PG50(60 x 72) +501;. (0.05) 30 25 °�� ,,,• PG 50 DP 50 PG50(60 x 72) <01 (0.05) 29 25 PG 50 OP 50 Gass LC-PG50(120 x 60) <.01 (0.05) 30 25 ,i. PG 50 DP 50 Class LC-PG50(120 x 60) 501 (0.05) 30 25 PG 50 DP 50 Class LC-P650(96 z 73) <,01: (0.05) 30 25 NOTE If a single product performance rating is shown,the number represents both the positive and negative(+1-)product performance rating for the product ' T-4'I and T-8'/height units have interior and exterior brackets.The interior brackets,located on each side of the check rail,must be flipped up for proper product performance o STC and OITC ratings given am for individual units based on independent tests and represent the entire unit.Higher STC and 000 values may be available with other glazings. Test noes for SIC and OITC vary and may not match sizes tested to AAMAANDMA/CSA 1o1A.S.2/A441.Contact your Andersen supplier for more information. This data is accurate as of November 4,2008.Due to ongoing product changes,updated test results,or new industry standards,this data may change over time, Contact your Andersen supplier for current performance information m upgrade options. Where designated,Andersen products are certified and labeled to the requirements of the Hallmark Certification Program.Actual performance may vary based on variations in manufacturing,shipping,installation,environmental conditions and conditions of use . These products are covered by one or more of the following patents 5,544,450;5,566,507,5,595,409;5,603,585;6,015,611;6,015,612;6,055,786;6,210,792;6,265,037;6,357,197;6,763,875;6,840,011;7,070,215; 7,080,676;7,195,053;7,201,208 and 7,293,391.Other patents pending. Updated 1/09 PRODUCT PERFORMANCE Aridërseii. AV" • Andersen®400 Series Product Performance,Air Infiltration and Sound Transmission Ratings Pot(otmance Gattesponding AAMA/YVDMA/CSA Certified Air Infiltration Grade De Presstae(DP) 101)1.5.2/A440-O86tandard STaSS(Sans. w•:'' (PG) Rating (lesgsr lnedres)' {l/{s•m'►)i c src)^ OITC^ 16080 PG 35 DP35 pass LC-PG35(189 x 96) 0.04 (0.20) 31 26 180611 Standard PG 25 DP 25 pass LC-PG25(189x83) 0.05 10.25) 31 26 PG Upgrade PG 40 DP 40 pass LC-P940(189x83) 0.03 (0.15) 31 26 16068 PG 30 OP 30 pass LC-PG30(189 x 80) 0.05 (0.25) 31 26 6080,8080,8081,60611,90611 PG 40 DP 40 Class 1- 8 -PG40(96 5 96) 0.04 (020) 31 26 8area PG 40 DP 40 Class LC-PG40(39 x 96) 0.12 (0.61) 32 27 2 Paul - Standard PG 40 DP 40 Class LC-PG40(72 x 96) <0.01 (0.05) 31 26 PG Upgrade(APPA) PG 50 DP S0 Class LC-PG50(72 x 96) 0.13 (0.66) 31 26 3 Paul PG 40 DP 40 >. pass LC-P040(108 x 98) 0.02 ;(0.10) 31 26 61111663180 PG 60 DP 60 Class LC-PG60(36 x 96) .0.01 (0.05) 31 26 3380 PG 40 DP 40 Class R-P040(39 x 96) ':40.01 (0.05).. 31 26 2 Poiret Standard PG 40 DP 40 pass LGPG40(72 x 96) -0.12 (0.6)j 31 26 PG Upgrade PG 50 OP 50 Class LC-P550(72 x 96) 0.02 (0.10):. 31 26 PG 65 DP 65 Class LC-PG65(19 x 96) <.01 (0.05) 32 26 DP 65 pass LC-PG65(72 x 22) <.01 (0.05) 29 25 Andersen'Architectural Window and Door Performance and Air infiltration Ratings PotfdnrgaIlCe Co Idatg AAMAy'NSM4A/CSA CerO6ed Air Infiltration Grade Design Pnssl*e(DP) 101/I.S.2/A440.08 Standard t 3 (p6) aan�B (taste, hdies)< cfm/R< 1/(s•m')) PG 60 DP 60 Class LC-PG60 36 x 77 :0.02 0.10 ": PG 30 DP 30 Class LC-PG30 57 z 72 0.01 0.05 PG 60 DP 60 Class LC-P060 53 x 53 - 0.01 0.05 PG 60 DP 60 Class LC-PG60 108 a 65 0.01 0.05 tt 17 it it tt PG 30 DP 30 passLGPG30 96 z 60 0.03 0.15 PG75 DP 75 Class LC-PG75 125 x 84 0.03 0.15 P020 DP 20 Class R-PG20 44 x 95 0.01 0.05 BMs° ip Hi t'ir: ,! PG20 DP 20 Class R-PG2038<95 :0.01 0.05 PG 20 DP 20 Class R-PG20 74 o 95 0.01 0.05 PG 50 DP 50 Class LC-P550 38 x 95 0.01 0.05 PG 50 DP 50 Gass LC-PG50 86 x 95 0.01 0.05 PG 50 DP 50 pass LC-PG50 44 x 95 0.03 0.15 PG 40 DP 40 Class LC-P640 38 x 95 -0.16 0.80 PG 40 DP 40 Class LGPG40 38 x 95 0.01 0.05 PG 60 OP 60 Class LC-PG60 86 x 95 ..0.01. 0.05 a Ttt DP 40 -ASTM E330 3'.9'/.'x7'-11" 11 tt ttt DP S5 -1151114E330 3'-1°/.'x 7'-11' it tt y's'. Ttt DP 35 -85TM1330 6'-2'/,e'x tt 1tt 0P50 -ASTM E330 6'-2'/sx 7'-11' ft tt PG 70 OP 70 Class LGPG70 46 x 95 0.01 0.05 PG 55 DP 55 pass LC-PG55 74 x 95 1091 0.05 NOTE:N a single product performance rating is shown,the number represents both the positive and negative(+1-)product performance rating for the product. •Tested to AAMAMIDMA/CSA 101/1.S.2/A440-08 standard. -This test method is contained within the AAMAAVDMA/CSA 101/1.5.2/NAFS-02 or AAMAAVDMA/CSA 101/I.5.2/A440-05 standards that relate to structural performance.Air and water performance are not included in this standard. tt Information not available at time of printing.Contact your Andersen supplier for more information. tit Product not rated for Performance Grade. STC and OITC ratings given are for individual units based on independent tests and represent the entire unit.Higher STC and OITC values may be available with other glazings.Test sites for SIC and OITC vary and may not match sizes tested to AAMAMIDMA/CSA 101/1.S.2/A440.Contact your Andersen supplier for more information. This data is accurate as of November 4,2008.Due to ongoing product changes,updated test results,or new industry standards,this data may change over time. Contact your Andersen supplier for current performance information or upgrade options. Where designated,Andersen products are certified and labeled to the requirements of the Hallmark Certification Program.Actual performance may vary based on variations in manufacturing,shipping,installation,environmental conditions and conditions of use. These products are covered by one or mom of the following patents:5,544,450;5,566,501,5,595,409;5,603,585;6,015,611;6,015,612;6,055,786;6,210,792;6,265,037; 6,357,197;6,763,875;6,840,011;7,010,215;7,080,676;1,195,053;7,201,208 and 1,293,391.Other patents pending. Updated 1/09 • • PRODUCT PERFORMANCEDOWs•DOORS -Andersen. V Andersen®200 Series Product Performance,Air infiltration and Sound Transmission Ratings CertifiedAk IMIIDatlgn Sound NOTE N I a single product performance Cu nespgrdhlg AAMAWWDMA/CSA Teams, f rating is shown,the number represents Per(otmaflce Desi Pressure)DP) 101jIS.2/A440.05 Standard Glassboth the positive and negative(+l-) Grade Haling (test alae Nr Inches), err, [ (L/(s.M')) (sTC)" ()fits product performance rating for the product. PG 50 DP SO Class LC-PG50(29 x 72) 0.03 (0.15) 26 22 t The accessibility option has limited water performance. PG 50 DP 50 Class LC-PG50(57 x 72) 0.03 (0.15) 26 n "STC and ORC ratings given are far individual units based on independent tests and represent the entire unit.PG 40 DP 40 Class LC-PG40(85 x 60) 0.01 (0.15) 26 22 , Higher STC and OFIC values may beavailable with other glazings.Test - sizes for STC and ORC vary and PG 35 0P 35 pass LC-P035(60 x 36) 0.21 (1.17) 26 21 may not match sizes tested to AAMAMAMAICSA 101As 2/9440. PG 60 DP 60 Class R-P060 '.01 :<0.05 26 21 Contact your Andersen supplier for more information. Class LC-PG50(60 z 72) - This data is accurate as of October 20, PG 50 DP 50 Class LC-P050(72 z 60) '.G01 (0.05) 29 25 2009.Due to ongoing product changes, updated test results,or new industry standards,this data may change over PG 30 i.DP+30/-35 Class LC-PG30(40 x 72) 0.15 (0.Te) 27 22 time.Contact your Andersen supplier - ' for current performance information PG 50 DP 50 Class LC-PG50(72 z 60) <.01 (0.05) 29 24 or upgrade options. Where designate&Andersen products are x.. certified and labeled to the requirements PG 20 OP 20 Class LC-PG20(46 x 77) '0.07 (0.35) 25 22 of the Hallmark Certification Program. Actual performance may vary based 011 variations in manufacturing,shipping, PG 50 DP 50 Class LC PG50(46 x 77) 0.07 (0.35) 25 22 installation,environmental conditions and conditions of use M'. PG 50 DP 50 PG50(72x60) <.01 (0.05) 29 24 ' 1 PG 50 DP 50 PG50(60 0 72) '.501 (0.05) - 29 '' 24 PG 20 DP 20 Class R-PG20(72 x 60) 0.15 (0.56)'. 27 22 PG 50 : DP 50 Class LC-PG50(72 x 60) '0,01 (0.05)' 29 24 Shia PG 40 DP 40 Class LC-PG40(51x83) .0.01 (005) 30 24 2 Panel 6'-11',8'-11" PG 35 DP 35 Class R-PG35(96 0 83) 0.02 (0.10) 30 24 2 Pair)8'-0' PG 25 DP 25 Class LC-PG25(96 x 96) 0.03 (0.15) 30 24 4 Panel PG 25 DP 25 Class LC-P025(189 x 96) 0.04 (0.20) 30 i 24 Single PG 40 DP 40 Class R-PG40(51 x 96) '00.01 (0.05) 30 24 2 Panel PG 25 DP 25 Class LC-PG25(96 0 96) 0.17 (0.86) 29 23 2 Panel Upends(s'-r S 6'-1L') PG 40 DP 40 Class LC-PG40(96 083) -:0.10 (0.51) 29 23.. ,fix (limdng)SNne PG 30 DP 30 Class R-PG30(38 z 96) '(1.06 (0.30) 32 27 (lrmdug)SYdet PG 30 DP 30 Class R-PG30 LW(38 x 96)T 0.08 (0.41) (Irr*Mgn Doable PG 30 DP 30 Class R-P030(72 z 96) <0.01 (0.05) 30 24 Updated 1/09 • WINDOWS AND DOORS WITH Performance DataStOrnWlATcJ[� P R O T E C T 1 0 N Andersen®400 Series Products with Stormwatch®Protection 400Serles Products with DP Upgrade Design Pressure,Air Infiltration and Sound for units with Hi h Performance"Low-E4®Non-Ire act Glass Transmission Ratings g ' p For units with High-Performance"Low-E4®Impact-Resistant Glass Outdoor/ • p • Sound indoor Outdoor/ �` a Performance Trans Class°Trans Class �1 (Sound Indoor "' r Ratinaf (STC)" (OITC)" AAMAIWDMA/ Trans Trans. Yi �DP+60/60 26 22 Performance NAFS 10111 S 2/ Class Class', l " ° ._-�a Ratingt A440 05T (STC)" (OITns. ° a a .°. 3 r TW3852 n(1. d smaller DP+50/-65 26 23 + 7" f OP+50/66 psf C-C 50 32 x 72 30 26 .: r ir „, k DP+50/-65 psf AP-C 50 60 x 32 30 26 TW3862 DP+50/55 26 23 a �r '' DP+50/-65 28 23 ' DP+50/-65 psf F-C 50 60 x 72 „,,,,,,,etlivIRIAQ:iiffiiihkiiiO4,4•WJ-P-1„42 35 30 f t , ta. �' Ir � '" DP+50/-50 21... 23 �, I DP+50/65 psf ft::-.LC 50 46 x 77 32 28 f t aka b, :, ' ,° '` ;,. r i h� ,� r DP+50/-65 psf F-LC 50 68 x 71 33 P9 FWG1606i1 DP 40 31 26 x FWG8080 DP 50 31 26 Wind Zone 4, . Missile Level D, °+ .tmentennvisititlett $4111.11:4t1144241; t} ��f s Cycle Pressure } r Op 50 31 26 ire 1 _ , DP+50/-65 psf +50/-65 33 28 1 s Wind Zone 4, t T l,. e , C DP 55 31 26 Missile Level D, Ift fi. NA 27 22 + )� �� ,. Cycle Pressure _. n DP+50/-65 psf +50/-65 35 30 11 Kl '`. `DP+50/-65 psf • F-C 50 120 x 60 35 29 _ +q t , DP+50/-65 psf F-C 50 96 x 73 NA NA 400 Serles Products with Stormwatch®Protection I! ,Its;;._ �� 1 "` '" r` ent. .. Air Infiltration and Testing FWG6068 DP+50/-65 psf SGD-C 50 72;96 35 28 For units with monolithic Impact Resistant Glass FWG8080 DP+50/-65 psf SGD-C 50 96 x 96 31 28 Immo Outdoor! +Y ...14, : + ,a int r r 'f Fr- a ,r s ", s Sound indoor FW03168 DP+50/-65 psf HGD-LC 50 31 x 96 33 • 28 r r• " lliik.:, Performance Trans.Class• Trans.Class FW06068 DP+50/65 P"GD-LC 50 72 z 96 34 29 I ` - Rating* (STC)" OiTC" FWO6080 DP+50/-65 psf Ho LC 50 72 x 96 34 29 i t °'te l +61/-82 psf 34 29 , _ + +�4i t ;-, DP+67/-82 psf 34 31 FWH3168 DP+50/65 psf •H•GD-R 50 37 x 96 34 30 + d k z DP+67/-82 psf 37 34 FWH6068 DP+50/-65 psf HGD-R 50 72 x 96 34 30 y '. FWH6080 DP+50/65 psf HGD-R 5012 x 96 34 30 �' '� DP+61/-82 psf 37 34 r r '�� S4�n�I 'lam DP+67/-71 psf 36.. 32 DP+50/-65 psf SLT-LC 6519 x 96 35 31- + _ ��� ._ _ __ �a ,� 'f,,, s �, � Op 7,.._07./-.7.1 psf 36 32 ++itelnitileta � ' � OP+67/82 psf 31 2 zt DP �' ,'t DP+50/65 psf TR-LC 65 72 x 22 • 35 31 t 34 DP=Design Pressure x ti--_ ' .. rr e.6 °d°fir; , z.� T Larger or smaller units of a a titular FWG4368 DP+58/-65 pot 35 30 p type may vary from the tested performance rating. FWG6068 DP+58/-65 Contact your Andersen supplier for more information. psf 31 29 X1 i t. ^STC and OITC ratings given are for individual units based on independent tests and represent " �n:, 'to�,.,'+a,: '"' ._ #�'-' i. P 3 the entire unit.Better values may he available with other glazings. FW03068 DP+65/-80 •34 31 Contact your Andersen supplier for more information. -- --.. _.. FW06068 DP+65/80 35 31 This data is accurate as of April 23,2008.Due to ongoing product changes,updated test results, " . - - - or new industry standards,this data may change.Contact your Andersen supplier far more information. S. ! 9• + ,�- a DP+67/82 psf 36 33 Note:smaller sizes within a size grid are ce tified at the performance rating at the largest size tested. +y+ b .0 e �.'• - a� DP+67/-82 psf 36 34 *Some smaller door size performance ratings may be covered by larger sizes. DP=Design Pressure *Performance varies by product size;see appropriate Miami-Dade Notice of Acceptance far actual performance. wuw.miamidade.aov T Larger or smaller un is of a particolon type may vary from the tested performance rating. Contact your Andersen supplier for more information. "STC and OnC ratings given am for individual units based an independent tests and represent the entire unit Better values may be available with other glazings. Contact your Andersen supplier for more information. This data is accurate as of April 23,2008.Due to ongoing product changes,updated test results, or new industry standards,this data may change.Contact your Andersen supplier for mom information. Updated 8/08 Andersen I"'/ • • • 1 • • g .� a ATION es• ta.A.� atfinen .o He Itlt '.SEAI<IVC:fVOTI V f3 .',''% ...., . ,. -._ ..::..� :-:._::. -._ . s, ta.�etif .� t.h +a iae..r��. V��_1�o1.if.4'��1._ri._�1)._ �->�:�,�_...<-..:._,:,�..�._:_�,..:::_.�.;._.....:. :. }. :._o?s X4..2.75:>::.., ,_:._.:. _. ,. , •,.:... ..... :... :_.......-.::...:.A.-.:.:;,.. \41 ji 1 in a. Vliell NO,:H b 9 Q0 }„ t.. sl I :_;:� - PMt. to SS.. 0�. .....,.......... .. _, _.,-:....- ...._..: .....:............ . ,�..'- _ __, t�N='�.�:;✓,'a_ d?^=ie`;:,��i.`r<a� ,� �r''Y>��`i`t:��`'i_"�`k`;��s��''-'. is-_ � _ > cbx)got-+i606isi CO tir N • N (4 0 tl lln • X �• • • • •N ' •Is •.... 4 •3-N •... N In • •v1 I M N - I ----0 I Cr J -) I U N, ir"0/'.:1... s II O (N IA , a0 1r II Co Q r 0 , r 1 N° I I r- 1 O r I 4;0, I I r, \ e . 4 I I kr . I a- —D • it! I cri:ill°1-4 J • r . � // I // ► / 1I / ► ► I 1 • • •.v 0/% M • e++ M. • • • M 4- O 4'5- ° Vel a 840 Old Crystal Bay Road :. ,, 'J.. , , , ,,.. . •.. II Parks Recreation , . Fa... �� , If Course onservancy ... Commercial M... School Facilities � � _ Future Acquisi... f , x .4> Park/Open Sp... x .. • , Wetlands ',,,,,c.- . ,, .' . n _ _Manage 1 Manage 2 Manage 3 Preserve Unclassified Aerial Photos April 2009 v if�f r 1 Parcels Lines l A iil , __ ,„ ,,,,, . . _ , ,,,,4 ,., „,-. . ,., : .,„,. : , , __{ - ,,i. ... N SCALE 1 : 1,579 , __ , 100 0 100 200 300 FEET Melanie Curtis From: John Smyth [John.Smyth@bonestroo.com] Sent: Tuesday, September 27, 2011 11:28 AM To: Melanie Curtis; Darren Amundsen Subject: RE: 840 Old Crystal bay Rd S permit 2011-01003 Darren and Melanie- From reviewing the aerial photograph of the site the wetlands in the front of the house are surrounded by turf and the buffer in the back of the house appear to be wooded (potential buckthorn). This will require some work to get the buffers in compliance. I recommend holding an escrow of$3,000 for the buffer work required. John Smyth Associate Direct 651-604-4708 Cell 651-775-5104 john.smythna.bonestroo.com Bonestroo Original Message From: Melanie Curtis fmailto:MCurtisci.orono.mn.usl Sent: Monday, September 26, 2011 3:27 PM To: Darren Amundsen Cc: John Smyth Subject: 840 Old Crystal bay Rd S permit 2011-01003 Darren Can you take another look at this revised survey and then ask John for quick comments and an escrow amount for the project? Thanks. Melanie 1 , Hennepin County Property Map Print Page 1 of 1 Hennepin County Property Map - Tax Year: 2011 iThe data contained on this page is derived from a compilation of records and maps and may contain discrepancies that can only be disclosed by an accurate survey performed by a licensed ii ( land surveyor.The perimeter and area(square footage and acres)are approximates and may contain discrepancies.The information on this page should be used for reference purposes only. I Hennepin County does not guarantee the accuracy of material herein contained and is not responsible for any misuse or misrepresentation of this information or its derivatives. 1. 40.4„,_,a dr • ,Zx %...n w y w3r + `' `� 89* '!"''j r, : ` re "r5f" , ,� ne ; � , z xr' � ! ',,'� a 'V fib k ]8 ` 7;:% ,„"..-' 4, as '[ a i 2'.';''t'.1,' :e I / �'' .4. n i . i � _ • f 4 I r. !I 6. 4. 20 11 2a70•. 4S:,:- ' '' — ''' ' r, li TK :a'.1. 4 . l I .1110 1 r Selected Parcel Data Date Printed:9/26/2011 2:42:37 PM 1 Parcel ID: 09-117-23-12-0002 Current Parcel Date: 9/6/2011 Owner Name:JAMES P&HEIDI H WILLIAMS Parcel Address:840 OLD CRYSTAL BAY RD S,ORONO, MN 55391 Property Type: RESIDENTIAL Sale Price:$515,000.00 Homestead: HOMESTEAD Sale Date: 05/2011 Area (sqft): 214102 Sale Code: Area(acres):4.92 A-T-B:ABSTRACT ii Market Total:$405,000.00 Tax Total: $4,146.40 i r http://gis.co.hennepin.mn.us/HCPropertyMap/Locator.aspx 9/26/2011 2335 Highway 36 W St. Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com September 21, 2011 Bonestroo Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 840 Old Crystal Bay Road File No. 000139-11000-1 File No. 2011-01003 Dear Melanie: We have reviewed the plans for the proposed new home construction at 840 Old Crystal Bay Road. The plans are dated 9-9-11. We have the following comments with regards to engineering matters: • The proposed retaining wall is shown as 4.0 feet in height. If field changes increase the height, engineering design and details must be submitted for review. • Stormwater runoff must be managed along the south lot line. The proposed conditions can not increase the amount of runoff to the neighboring property. A revised grading plan should be required. • The submitted wetland delineation was not approved by the watershed due its winter submittal timeframe. A watershed approved wetland delineation must be submitted to determine the city's wetland buffers and associated easements required on this site. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. If you have any questions, please call me at (651) 604-4894 or send an email to darren.a mundsenCal bonestroo.com. Sincerely, BONESTROO Darren Amundsen cc: Chris Mattson MEMORANDUM Date: September 14, 2011 To: Darren Amundsen, City Engineer From: Christine Mattson, Planning Assistant c: Melanie Curtis, Planning & Zoning Coordinator RE: Building Permit Number 2011-01003 840 Old Crystal Bay Road South Attached is the survey dated September 9, 2011 for the proposed new home and barn at 840 Old Crystal Bay Road South. Please review the attached information and provide comments by Thursday, September 22, 2011. Please call Melanie Curtis at 952.249.4627 if you need additional information or if you have any questions on the attached information. Thank you, _onko odins lanreAr .?ssitct_ 3W ct. L511 4&-N- I;��I,111,Illhl,llllliflll,011)44011Qi +i+ ,1,11,11;(lihll�ll/l,lllll�lllll�l '-' 11+111 .,11;1111,1,111'11,1,111, , II,IIII 111 illll�ll IIIII 111111/1 111(���N 111111111111111111111111,., ,+, a+ �„1 1/ +,+ 1 +4414.k..4.41.......,....1/ 1 ti�p�1,x+,1 1,+�1 11 1 y + +1+/+1+��1�1+ +1+1+1'y1+,1�/�N//+ +/+P+ + i/+'ir+'1+ +�+1,+/+1+�+1'+I+Ilil+/+l+/+/+ I���1��.��11�♦,I.,1.�.�1�1�I�1 1..�.1.1 .�.1.).11�1�,1...�1•�-1�I�I� .. S�I 1 1�1�..I�I,4 1.,•1.,. -I.I�0-- 1.1I�..1,1�I�11��.S�I.1�.,1.�I�111.�.���1�•�.�.�5�1�1�.�1.�.�1�1 1�1�1�-�1�1.�.S�I�1.S,' l This home has been F'ossionally insulated with a OWENS Ther ma1Glas° CORNING ® ��� •== Loosefi!! Insulation INNOVATIONS FOR LIVING" �. • ._: (fob Site Address] • • C-�V1G,1� CL c F� d, i Name �_ Address �y15 id of C 80-t- „„�oc 41Lilk �' City �,�r)-14.cs- ct State l Zip • • ThermaGlas Loose Insulation q • Stated R-Value is provided by installing the required number of bags per I,C100 sq.ft.at a thickness net less than the:abet minimum thickness.Installation of the re wired • number of bags may yield more than the specified minimum thickness and minimum sq.ft.we!ght.Faiure by the installer to provide both the required number of bags and + ��. at.east the minimum thickness will result in lower Insulation R.Value. • �� fn ationsfo Open BlpvyAtt a N(arninaT net iiiwi fight of irsit tier:is 35 IfaS • �ti Maximum Miniittyrri Initial Minimum Settled • ���• NstwConstruetion " �� Minimum BdgS Car ti.in per Bag tlGmmum WetghE InsWled'fhiCitness Thickness m 1111;p..4.""'.; Retrofit R value* per t 4PQaqm sqft In lbs sq an incitieind2esi •To rbtdirtafro f bagai crteu s ofea isb `Wa 3l't at ibpe intted insi ttkri i stelita ieacta{ie �•- Numbeof bgsused n :iution r,000-sq ofse_ saor dnrttcc vers s.Ft.d•nstaliearrwid'±cst refess sould nal t la •Estirna'ted f-vaiuct of ressta Oe a�-e shzi otb; mare than: ,ifaoi5t:©rr slto,rid " 11 n_ 51545 • • ;It'vitltl5 in$UIat- - F?f of; lass 1.*ac tot if':less tt rr, ..4, • f 60 37.6 26.6 I32 23>6 • • N'ea of coverage(ok• ) •''''''''''''''''''-'49:'''.*-:' 49 3+k.i3 32. .. 'I.t18 F9 719 ,z.1".7.7,404041.7.:411° � • '• Other type{s}of ........:..,:.:,_,..:.,...,H,,,,,:44,...,-:..., 279 35.8 x.98 17i7 1711, �� €nutation an attic .--.::.---'- 40 25.1 39& 6.88 t5h i5�z • 3 23.9 41.9 tf 84 4434 1434 =• �. '- Thicknesstriinsulatson 1 36. 19.6 'x2b 067 :11'x:.. Iia; • �„ Deptfi of•p elacrJs 26 itx 51.8 65J •itt op '• insulation' 22 i3.8 727 048 8h 8 ��� ��i: • l5 12.1 82 t 043 1i'x •7!x ��g• : I1 b.9 145.3 0.2! #f, 414 �• �� Th. product-haws'e.1 go .Bing. • Co hot st 'I's product c,.ts,oe s ne hags not v✓eather -Co sect�n inglass loosefill rsu at n 'stalled n open attics �nI vo-� I'mach•re vat used to oetermir• proof and I o s,\%o o5ered fro e're_t sur light. can r cute its thermal performance c extreme win-e-tem- �� -. CGVe:- g �' age in±ormaaor atone.The in=ch:ne was set� Ir,4th gear, Locsmsul=dors peratures curing the hex-:rig season. • 8 - - F g .. vary.n thermal perfo-mance due to facto^ • �� a 75%open gate and 3 hose.blowing wool tet:n a IC arc. suer.as a r. n-:ear temperature yet:tem=_nt,convection. "The'n.her the F=✓alue.the reater the Insulatin ; v. g' g g g g pat✓er. : �' mosture absor tion and insa�'aticr: sarat:on Aske �� G - your seller for the fact sheet on R-values. • Blanket Insulation =-• • 4441::-,gt...:. Blanket and batt fiberglass insulation when installed according to the manufacturer's iecemmendatiens,will provide the stated R Value. �='' R-VALUE •3 Tt�obfiain'an instllafiiiaft.t es.istance(R�aft R-38 R 38C R 30 R-30C :R-2 R-72 R-21 R-19 R. I5 R-t R 1 I r i is` �' MINIMUM THICKNESS • tttstatled insulation should tae: f?" }f?.?5" 9.5" `.8.25" 8.t3". , 6.75" 5.S' ;�25'�, � 3,5" �.5''` �.5" =�• �; THE FOLLOWING PRODUCTS HAVE BEEN INSTALLED AS SPECIFIED ABt VE:" z kraft unfaced foil FS-25 RValue Thickness No �Pkgs CoverageAr'e ;=� •�.r Ceilings fl C1 Q Cl ;�. G7 G7 ❑ ❑ :am =• •r` Floors D Cl _ ., ice: fl O ❑ ❑ •=4::' Walls C Ci ❑ p _i Basement Cl F3 ❑ ❑ -i. Crawlspace ❑ ❑ ❑ ❑ 'i • Cl CI Cl ❑ '�• 1-...:;•, Contractc ^^.o - Builder Date • ...._-.7.0 _ Company CITY WIDE INSULATION - Company (sg� ;�• 1725 3RD • • Address Ave West Address � •= : Shakopee, MN 55379 :ice •--:$ • Phone_ 952-445-1387 Phone ==• `OIZSZOWENS CORNING INSULATING SYSTEMS,LLC ONE OWENS CORNING PARKWAY • : OWENS TOLEDO,OH1O 43659 t�• ' CoRnIING® 7-800-GET-PINK`"' ��� OSIS INNOVATIONS FOA UVIN6- www.owenscorning.tom ��• Pub.No.20277-C Printed In U.S.A.November 2007.©2007 Ov✓ens Corning. "" f �rY�i,IPlf�1��/�1�r 1 •-iY'r if�-Y/1�,�'Y�'�Y.�,'�,�'.� •�i r�ir��ri'�,l Yh'��'i�f,Y'�'�Y'..'hl���'�f -Y��W'•Yi• •�r�i^�i wV�Y�9'i•f 1.PY •-YIP fV'i V'�Y�r i♦�Vi�Yi•'I�i� DiVYi iYYYr�V Vii'-1'..�� /ltitf.1'�ltli1l Ie.III �1'1.11'�It1�11/1�11�i���1'19111E..1'11.'11'��I�'11�1'1'`I'11111'IU'1 Iyll�iti i"11�fi'1'I�ih'1'�1'I��''1�'�I�'iii°I�1'��vl''��'��i'Iii'�i'i'r'��'i'1'I'I'i'I'11'�'I'i'°Pili'1'1'I'1'1�'P�i''�i'Pil'1'�liy`1 4 Fax Faxed By Cover SheetDate Faxed Engineering Repair I T T F'222121 P.O.Box 666 Winsted,MN 55395 Phone:Metro 320-485-3861 or 1-800-786-3861 Fax 320-485-3000 Pages From:Jeremy McCutchen Delivered To: Fax to : mikest§charlescudd.com Att. : Mike Shroat MN Regarding Charles Cudd Co Job/Group 350694 ROOF1 Job Name: Williams PO#: 9453-06600 Repair#: 8733 Repair PO: 9453-06600 Message /� V --_7 Nae.: ROOF1 Customer:Charles Cudd Co WO:350694 TI:J Qty:l 1 TC FORCE AXL B)D CSI Cr TC: 2x 4 FL #1/12 (N) Bottom chord has been loaded with 10 psf -- ====Joint Locations- - --- - 1- 2 -2390 0.05 0.12 0.16 A BC: 2x 4 FL #1/42 (N) live load applied non-concurrently. 1) 0- 0- 0 7) 24- 7- 0 13) 14- 7- 8 2- 3 -3688 0.17 0.40 0.57 A NB: 2x 4 SPF STUD (N1 MULTIPLE LOADCASES -- This design is the 2) 2- 0- 0 8) 28-11-13 14) 12- 7- 8 2x 3 SPF STUD (N) 2-16.2-15,3-15,3-14 composite result of multiple loadcases. 3) 6- 8-14 9) 33- 6- 8 15) 4- 0- 0 3- 4 -2728 0.07 0.34 0.41 A 4-14,4-13,5-13,5-12.6-12.8-11 All CCHPRESSION Chords are assumed to be 4) 11- 5-12 10) 33- 6- 8 16) 2- 0- 0 4- 5 -2376 0.11 0.89 1.00 B WG: 2x 4 FL 41/12 (N) continuously braced unless noted otherwise. 5) 17- 2- 8 11) 27- 1- 9 17) 0- 0- 0 5- 6 -2277 0.10 0.84 0.94 B 1] or (): Plate(s) OFFSET from joint center. WndLod per ASCE 7-05, MdfRS, V= 90mph, 6) 22-11- 4 12) 20-10- 9 6- 7 -1323 0.04 0.15 0.19 B The Joint Detail Report must be included H= 23.0 ft, I= 1.00, Exp.Cat. C, Kzt= 1.0 TOTAL DESIGN LOADS 7- 8 -2218 0.03 0.41 0.44 A with any submittal, inspection, and/or Bld Type= enc! L= 33.5 ft N= 33.5 ft Truss Uniform PLF From PLF To 8- 9 -2401 0.06 0.64 0.70 A fabrication documentation. in END zone, TCDL= 6.0 psf, BCDI- 6.0 psf IC Vert L+D -90 0- 0- 0 -90 11- 5-12 End vertical(s) not designed for exposure Bracing Schedule: TC Vert L+D -90 11- 5-12 -90 22-11- 4 to lateral wind pressure. Chords Max 0.C. From To TC Vert L+D -90 22-11- 4 -90 24- 7- 0 BC FORCE AXL BND CSI Cr This truss is designed in accordance with TC 24.0" 11- 6- 0 22-11- 0 TC Vert 1+0 -90 24- 7- 0 -90 34- 0- 8 17-16 -179 0.00 0.46 0.46 B the 2006 International Residential Code Webs Brace Pt Joint to Joint BC Vert L+D -20 0- 0- 0 -20 33- 6- 8 16-15 2380 0.48 0.41 0.88 B sections R502.11.1 and 8802.10.2 and 1/3 6-11 In-Plant Quality Assurance with Cq = 1.00 15-14 2959 0.59 0.29 0.88 B referenced standards, U.N.O. Bracing shown is for visual purposes only. In-Plant Quality Assurance, per ----MAX. REACTIONS PER BEARING LOCATION---- M Continua lateral bracing attached to sec. 3.2.4 of TPI-1-02, for joint(s):. 14-13 2843 0.57 0.18 0.75 B X-Loc BSet Vert Horiz Uplift Y Type either edge of web(s) shown OR a I-brace, 1,2,11,12,13,14,17 13-12 2477 0.50 0.19 0.69 B 0- 1- 8 1 1840 179 -186 8 Pin nailed flat to edge of web with 3.5"x 0.135" 12-11 2124 0.43 0.19 0.62 B 33- 3-12 1 1894 0 -205 B 8 Roll nails spaced 6" o.c. T-brace must extend I hereby certify that this plan,specification, 11-10 1716 0.34 0.65 0.99 B PROVIDE UPLIFT CONNECTION PER SCHEDULE at least 90% of web length and be same size, species, and grade as web. or report was prepared by me or under my Web FORCE Web FORCE -7-Ru[[ RE-PA2x6 T-Brace required on any web over 14'-0". direct supervision and that I am a duly 1 -1712 4-13 -646 // a7�� JGLOBAL MAX DaF�acTL Licensed Professional Engineer under the LL cS 1-16 2188 13- 5 -257 S i+6-&-T L 0 PZ in./Ratio in./Ratio Jut(s). laws of the State of Minnesota. 16- 2 -1317 5-12 -392 I.Span -0.16/999 -0.63/620 14-15 ROBERT L TiBBITS 2-15 1047 12- 6 509 Mori:. 0.13 0.25 NA 15- 3 434 6-11 -1918 Beer Camber top and bottom chord: -0.72 3-14 -6752 7-11 1913 Long term deflection factor = 1.50 4-14 1332 11- 8 -211 See explanation of Repetitive Date 1/ �!�� License No. 12469 Member Factor, Cr, on 11-5-12 11-5-8 1y 7- 8-11-8 reverse side of paper or '' I I 'I' 1 I T 1 Ir TEC Form 8.14.2007. 1 2 3 4 5 6 7 8 9 6.00 Drop=0-1-11 10.00 -10.0( 6x6 6x12 .. ,T 6x8 334 .._. • 3x411k 15x4 8-3-2 8-0-1 .340e, /A/ \ 1 lkbh 0.10-124 6x6 0-6-8 „ft 0v 4x6 3x4 8x8 1.5x4- 1 i--- 8 RI 184 0 " 1894#5.50" �3- 0- 8-7-8 0-0 18-11-0 X ry7 16 15 14 1333-6-a 12 11 aid 0 EXCEPT AS SHOWN PLATES ARE MiTek MT20 (RO-7-13) Scale=0.1250 WARNING: Eng Job: WO: 350694 I READ ALL DOTES ON THIS SMUT. A COPY OF TN'S DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. BRACING WARNING: Dwg: TI: J I _! •4<"!/**.......-- Brac,gshaw'nasthis thawing4,cotcmli,,b,wl. ,\�bracing.portalbiachiewsiilarbrssswhichis\pen"Rils Damn':Joe Chk: 11/16/2011 Wawa design and which mag be,,widetai b,the MWS dcdmrn.mowing loam■fee laical suppose d We OTTE] =neei este le wince hackling ,.Ad itionil ti timing ft rade M sineector a no be at ends and specIS-' cd P1)lbrt deeroisd try the Wilding designer.Additional brw�slsef the weal sersmme oar be aTdwd.(Sc,HIB-91 K7Pq.For TC Live 3 5.0 pmt Lbr DF: 1.15 I specific Mist bests*requirements,contact bighting designer.(Tms Plate lednae,TPI r Maned el 583 D 0"af b TC Dead 10.0 9 f Pl t DF: 1.15 SL�LZ'(!` Dn4e,Madison Wia""m5771v) p O.L., ; 2- 0- 0 �f � Cowpoo:a ScSiaec,bey:1nm PIO Ca,P.A.,118 BC Live 0.0 psf IRC-06/TPI-02/NDS-05 BC Dead 10.0 psf Code: MN-RES TOTAL 55.0 lisf v5.5.30-9560656 Design: Matrix Analysis Profile Path: F:\trumjobs\350000\350694\RJOFl\J.prx TRUSS REPAIR LITTFIN WO:350694 TI:J Vault is to be extended 0-5-8 right,and a new bearing is to be added at 17-2-12. Temporarily shore truss as required to ensure straight lines upon completion of repair. 1. Install new 2x4#1/#2 SPF web from new bearing to joint 5 above. (Cut ends accurately to bear.) 2. Apply%"APA rated 48/24 sheathing to each face of truss at (4) locations as shown, using construction adhesive at all contacting surfaces and nailing to all 2x4's with (12) nails per lineal foot and to all 2x3's with (8) nails per lineal foot, using 8d common nails installed in a staggered pattern. 3. Add lateral braces at(4) locations as shown. ,i Ly`' I_ Zs" i. 4. Install new bearing as shown. �( 5. Trim bottom chord to match vault requirement. See also SHEET 1 OF 2. 6x8A I hereby certify(bat this plan,specification, rs� - sa 3 :•-• Qa or report was prepared by me or under my tr`'—� direct supervision and that I am a duly �j it;a �N zt111 Licensed Prof sional Engineer tinder the haws of the State of Minnesota. .RT rr : 1,066..\‘.. _ ,, _ 121(/-1 Date n 117AI License , . .f;;:# 00117 • 0 ‘NI2. 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Temporarily shore truss as required to ensure straight Nnes upon completion of repair. 1. Install new 2x4#1/#2 SPF web from new bearing to joint 5 above.(Cut ends accurately to bear.) 2. Apply%"APA rated 48/24 sheathing to each face of truss at(3) locations as shown, using construction adhesive at all contacting surfaces and nailing to all 2x4's with (12) nails per lineal foot and to all 2x3's with (8) nails per lineal foot, using 8d common nails installed in a staggered pattern. 3. Add lateral brace at(1) location as shown. 4. Install new bearing as shown. 5. Trim bottom chord to match vault requirement. See also SHEET 1 OF 2. VO r( I hereby certify that this plan,specification, 6x6 or rpt was prepared by ire or wider my t 1 direct supervision and that I am a duly : 1521 ,set est" �► Licensed and thalaws of dm State oft I aEngineerrunder the I _♦P gOBERT L.TWIT$ z * l0' i I/i7/it License 2 _,f.— AwllOglat* Date 0 [5x4] 4P / MO IIIIM\ 4x8 .'.„ �.�� 1- 11/10,1 eialir-.7- 7 � IrA 41-:"\a" Ilip-M40. � �� 7 ' ►� 6x12 ° -� 5x46 1 i' 81-d' .4i.....4._$5.-s-8 3x4 u—5— 0 ) i1 t 4.00 4 � '� IZ t I r7—2 —12 M Sitar z OF? zqy " 1 0 13.00" - 0- 0 - 0- 0 A, 8- 7- 8 - 0- 0 I 0 1 / 11r 11 A 7 'f 1101 J )Orme: fY00V1 Customer:Charles C dd Ce 70:350604 TI:J2 Qty:1 SC MRCS Axu. WAD CIX Cr SC: 2s 4 TL 01/02 00 Patten ahead has been leaded with 10 Mf at lass 1- 2 -2252 0.06 0.27 0.44 A 2: 4 SPT 2400!-2.0C 3-5 live lead sgplied wove-O&.,... etly. 1) 0- 0- 0 7) 211-11-13 13) 12- 7- 0 2- 3 -3722 0.14 0.19 0.33 A 2x 4 l7 1000!-1.62 5-6 M3LSSPSi 1041(1isl » This belga is the 2) 3- 0-14 Si 33- 6- 0 14) 4- 0- 0 3- 4 -4065 O.ii 0.60 0.76 f IC: 2r 4 PL 01/02 66 erAasite result Of aadtiple 100d030116- 3) 7- 5-12 f) 33- 6- 0 15) 2- e- 0 2s 4 TL 1000!-1.60 14-15,12-13.9-12 All 031101111111112011 Chords ere assured to be 4) 14- 0- 2 10) 27- 1-10 16) 0- 0- 0 4- 5 -3590 0.12 0.57 0.69 l 1p: 24 4 f r 1414'4 (N) continuously braved wales, meted otherwise. 5) 20- 6- 7 11) 20- 7-11 5- 6 -4192 0.21 0.62 0.63 1 2x 3 Will 111VD (1r) 2-15,2-14.3-14.3-13 I5s6Ssd per AlC1 7-05, WOW, V. 9011sph, 6) 24- 7- 0 12) 14- 7- 0 6- 7 -2240 0.0) 0.54 0.64 A 4-13.4-12,5-12,6-10.7-10 F 23.0 ft, Ie 1.00, Paip.Cat. C. nt- 1.0 ---- 202X1,D6:SION LOADS ------------ 7.. --- 7- 0 -2416 0.07 0.67 0.74 A 2s 4 FL 61/02 ($i 6-11 Did Type. seal Lr 33.5 ft 7- 33.5 ft ?sees Conifers PLT From PLT Ts 1C: 2x 4 Ni 01/02 On in IND sone, TPA. 6.0 paf, 6/CDL. 6.0 psf IC Vert LCD -90 0- 0- 0 -90 7- 5-12 or iS.-12 IC PnomAX1Z. MD Claes The Joint ®etil aluport rest ho included uCi D.C..C. Tree So 7C Vert L+D -00 20- 6- 7 -90-70 21- 7- 0 16-15 -179 0.00 0.60 0.60 1 with any strdttal, irepastian, and/or TC 24.0' 7- 4-12 20- 6- 7 iC Vert IND -90 24- 7- 0 -90 34- 0- 0 15-14 3347 0.43 0.45 0.00 s fwarLretiea deataentatiea. Rebs Braes Pt Joist to Joint 1C Vest LCD -20 0- 0- 0 -20 33- 6- 0 14-13 2029 0.57 0.311 0.96 1 Rind,ertiesl(s) not designed for exposure 1/2 5-11 Is-Pleat Quality As-rnareo with Cq• 1.00 13-12 1000 0.51 8.23 0.76 1 to lateeal wind pressure. acini shown is for visual purposes only. Ie-plant Quality Assurance, per This truss is designed in asaer,nee with MCoRtiasus lateral browsing attached to sou. 3.2.4 of 251-1-02, for joint(.): 12-11 3454 0.44 0.11 0.55 3 the 2004 Iateraatiesal lssideatial Cede either edge .f webs) shwa OR a ?Aimee, 1,4,5,6,11,12,13,14,16 11-10 1515 0.10 0.24 0.34 1 *settees 3502.11.1 and 1802.10.2 and nailed flat to edge of web with 3.5's 0.135" 10- 9 1733 0.22 0.40 0.70 1 refeceesd standards, V.7.0. nails spewed 6" e.c. 7-brace must ortand --COX. M CS1661s FCA 113421111111 54112160----- at least 900 of web length and be same I hereby certify that this plan,specification, Mob Web la.�a :-Loo vert *sac Uplift : Type rise, sci.., and grade as veer. or report was prepared by me or under my 0- 1- 0 1 1140 179 -166 I ria 2x6 2-Breoe required an any web ewer 14'-0'. 16- 1 -1600 4-12 -1334 33- 3-12 1 1094 0 -205 1 1 loll direct supervision and that I am a duly 1-15 2023 12- 5 164 MOWS= OMIT CONMECTSON PIR 81:111111UIX ---- - 65 (7L'xhd//7 Licensed Professional Engineer �« the 15- 2 -2029 5-22 -3103 ---'---- L --------- FF++(([[��� a- ��! ►G- 2-14 641 11- 6 3631 is 1% laws of the State of Minnesota. in./Ratio in./Ratio ant(s). .5GG fie-Er Z O� ,+ a 1 B` II,3 617 6-10 327 Llanp -0.4S/M2 -0.13/476 5-4 3-13 1429 10- 7 -267 !4,444. 0.14 0.26 164 13- 4 729 P4.. wiled Caster to, and bottom chord: -0.67 2:Tif. lee explanation of Repetitive Long term deflection factor - 1.50 )6mter Tactor. Cr, on ,)ii7/1 reverse ries of paper or License No. 12469 26C Fora 0.14.2007. 1-542 13.1-114-0-, 4' i-I1=1<--'--- 1 2 3 4 5 6 7 i Ras-7 Drop-0-1-11 10X0 -10.00 6x4 • 1/ 1.374 i.3-2 �*0� \ it s-0.20-10-1s I 4111L626 0-6-8 11626I s pal 3u 1.304 I R 1-7-a s i1 X11-0 6 4 10 1=f4MyS.�" 6. 0.! !3COM Al 1116060 MUSS !laid )d Tok 7220 (R0-"17-13) Scale-11.1250 1012443304: >D4 Job: W0: 330694 Rica X54 NOM OR TIM MST. A COPT 01P TNZI ~TM TO DM GYM TO TI:10102375 OONTM10TOR. IMAMS 01ra5: Dw7: ��` s. orw.wnrrw.rule.tsa.ralmwur�s.rr+r.eiserrbrrw•rsrspote e 11/16/2011= = ireswrsrwwewrwwrrrK s.lermsarr.w.swr.s*an lea.ler.r+rr. rit IIV r ' 11\1 urea.lei•orer.rswr,e+ars.e.rk..r 1111.. wr+r.raers=Sili e.rr.r.. Iir D0': 1.15 •w.mb•mint WI Xerle.rrrrweesmilmsaw.e.6wwwrs0ba •1 Mai TC Live 35.0 pet awn.war.w s.rr.wa wrrnrte.saey.sCr.,r rlele twat ort le user r fn swat. •3t 07: 1.15 1 e.a.lerw+ar....ley�mt_ TC.Dead 10.0 pet s)](� O PZ a..n�nie.wreler:nus+rtr.rc.res sasarwtnatRr.raNenm SC Live 0.0 pst �-06/473-02/1110-05 (•�J IC Dead 10.0 pat Code: 106-201 _ TOTOI. 53.0 pet x5.5,30-0560663 Design: Motrin Analysis Profile lath: T:\tsu0130\350000\350604\30081\J2.prx TRUSS REPAIR LITTFIN WO:350694 TI:J2 Vault is to be extended 0-5-8 right, and a new bearing is to be added at 17-2-12. Temporarily shore truss as required to ensure straight lines upon completion of repair. 1. Install new 2x4#1/#2 SPF web from new bearing to joint 5 above.(Trim gusset plate and cut ends accurately to bear.) 2. Apply%4"APA rated 48/24 sheathing to each face of truss at (2) locations as shown, using construction adhesive at all contacting surfaces and nailing to all 2x4's with (12) nails per lineal foot and to all 2x3's with (8) nails per lineal foot, using 8d common nails installed in a staggered pattern. 3. Add lateral brace at(1) location as shown. 4. Lateral brace indicated may be eliminated. l hereby certify plan,Install new bearing as shown. Y rtify that this specifitatiosk 6. Trim bottom chord to match vault requirement. or report was prepared by me or under my direct supervision and that I am a duly See also SHEET 1 OF 2. Licensed Professional Engineer under tie laws of , State of Minnesota. *I: R t:Bi ox', -wog A. r 1E II ,... Date 1 �, License No. 12469 a [6x12 spy. ' z. OPz 6x6 �, �, ,Q4x4 - [4..1x, 8-1 di *i��� 1-10-124x8 / , 0 , ' . , Iktg - N- .;.---41 =i _....,, mAalffmir-s1..i.i-._..-_d7,.A1.i. -.� _ . A&_tild _ _w ��= ra___m 1-:/117-i• 1. :11 0 , t.a.1 ' 6x6 1 os8 1.5x4 614 G./- ;, - - °_S e y , o f 't [8x8] 4.00 - gt51 ii-z-it e, lit 1840# 3.00" - - 1202.3 ' - 0- 0 - 0- 0,, 8- 7 8 42 0- 0, . 18-11- 0 16 15 14 13 12 11 33- 6- 8 1 Ems: >Mx11 Castamer:Chezlee Ladd Ce WO:550924 T!:03 Qty:1 , IC PONCE 121 9111 CS2Cr IC: 2n 4 IL 61/02 DI) Doth shoed bus been loaded with 10 psf Loeati.lu 1- 2 -2326 0.06 0.19 0.24 A 2s 4 71 11001-1.6E 3-6 live load applied ase-araeoesrwtXy. 1) 0- 0- 0 7) 24- 7- 0 13) 14- 7- ! 2- 3 -3644 0.13 0.19 0.32 A 2: 4 S!1 2400!-2.00 6-7 M6S3IP1Z L060C= - This design is the 2) 2- 0-14 0) 20-11-13 14) 12- 7- 0 1- 4 -MG 0.26 0.15 0.60 D SC: 2. 4 PL elm t11) osfseite merit of m:dtiple lsadeases. 3) 5- 5-12 9) 33- 6- 0 15) 0- 3-1.2 21 4 PL 1!001-1.ss 16-17,14-16,13-14 All COMIE/8362!herds ase assumed tele 4) 10- 1- 3 10) 33- 6- 0 16) 4- 0- 0 4- 5 -5513 0.42 0.24 0.66 I 10-13 ooatiaroasiy bread malas. noted otherwise. S) 14- 0-10 11) 27- 1- 9 17) 2- 0- 0 5- 6 -4675 0.20 0.42 0.71 D 1M: 2s 4 800. STUD 04 Iwndbad per hit! 7-05, 00040, Vs 90s*h, 6) 10- 4- 1 12) 20-10- 9 1.8) 0- 0- 0 6- 7 -4001 0.14 0.59 0.73 D 2: 3 !!P ITOD (N) 2-17.2-16.3-16.3-13 11. 23.0 ft, I. 1.00, t14.Cat. C, 11st- 1.0 TOM/302200 BODES -««------- 7- 0 -2242 0.011 0.47 0.55 A 4-15.4-11.5-14,5-11.6-13.7-i1,/-del 11d Types awl Is 33.5 ft Ws 33.5 ft !fees Omiferm 93t prom PLY !a !- ! -2411 0.06 0.66 0.72 A 2s 4 !L 01/02 (N) 7-12 in EEO some, 0001.. 6.0 psi, 1000r 6.0 pef TC Vert 104 -90 0- 0- 0 -90 S- S-12 11O: 2: 4 PL 01/62 01) le..ia!$ebed.ie: TC Vert 1.+D -90 5- 5-12 -90 19- 4- 1 O of 1): Plates) OMNI free joint center. Chords Meat 0.C. Pram I. TC Vert LeD -90 1!- 4- 1 -90 24- 7- 0 DC PtRIC1 A= R® CSI Cr The Joint Detail Deport east be included TC 24.0" S- 6- 0 19- 4- 0 2C Vert 140 -90 24- 7- 0 -90 34- 0- 0 10-17 -179 0.00 0.50 0.50 1 with any submittal, iamection, .ad/or Mets Imes Pt Joist to Joint 1C Vert 140 -20 0- 0- 0 -20 33- 6- S 17-16 2712 0.33 0.14 0.69 D febricatien documentation. 1/2 6-12 In-Plant Quality Assrranae with Cq- 1.00 Zmd ve 16-15 3091 0.32 0.07 0.46 2 rtieal(a) mot designed for enema* Ira tag shown is for visual purposes only. 2n-Plant Quality Assurance, per to lateral wind pressure 21 Centime. lateral bracing attached to sec. 3.2.1 of PPI-1-02, for joint(s): 15-14 5031 0.32 0.07 0.73 2 This tress is designed in aeeerdemso with either edge of weeds) sheen CR a 0-2 , 1,2,3,4,6,7,14,15,33 14-13 5010 0.64 0.09 0.73 D the 2006 International Dssidsntial Cede nailed flat to edge of web with 3.S"x 0.13V 13-12 45 0.60 0.10 0.70 D sections Xid mooed 2.11.1 a 9002.10.2 and nails 6" e.e. T-brae.must .stand 1 Icy fy that this planspecification,specification,67 12-11 1523 0.20 0.14 0.33 D referenced stawdeada, O.N.O. at leaf 904 of web length nal be same "'� 1"'w+. ----Mit. RUCTICIa PER=ARIES 10012104.... --- aim', species. cad grade a woe. or report ort Was preparedby me or under my 11-10 1730 0.22 0.49 0.69 D 3:-Lee Bast Vett Boris 0plift 2 Type 2s6 T-Ira.s required en ever woe ever 14'-0". direct supervision l and that I ant a duly 0- i- ! 1 1040 179 -106 D pia d "i""�'a` Mee MRCS Web FMCS 33- 3-12 1 1954 0 -206 1 1 loll "T'b.(/C� K��9m M1 Licensed Professional Engineerunder f) 15- 1 -17*2 14- 5 1349 MOMS mar: COMiCTION 9671 ICODSE A �""� lank of the State of Minnesota. 1-17 2109 5-13 -1456 ----GLOBAL.'ax 17- 2 -1483 13- 6 -137 in./ tie Ont(s) S - "r& ' Z O " ROBgItTL. BBT 2-16 817 6-12 -3360 LfSan -0.51/769 -0.25/115 6-5 f ;17.4(;::16- 3 217 12- 7 3449 tori:. 0.16 0.29 NA 3-15 1651 7-11 313 DeesmmaMe1 Camber ter and bottom sherd: -0.65 1S- 4 -1137 11- 3 -253 Lewg tows deflection factor . 1.50l 4-14 703 Dade �, '7/1( License No. 12469 See aplamatien of 9epetitiw X S 5-12 13-10.5 1 ,. 5-2-15 �, 4-11-$ Nimbus mor, Cr' eve 1 2 3 4 S 6 7 0 reverse side of paper or 193C Poem 8.14.2007. r 600 Drop-0-I-11 rare -10.00 6a:E 16112 \`u4 lc 6026 0-0-1 I f 0.3.2 0-10-12421144116 ---_4 ,,,,,, 676 *d Ar \Aki\hke‘s60.6->< ,, 0 sin ma 334 1.314---=-I ..` 6.1111411141i 1511- 11a1 14-11-0 i1 110940 S50" . 7 63.6.4 a e ICCCD'!T Al *610010 PLATT! ANE )Iiteit )1220 (11. -13) Sit-LUIS 181 : lag Job: 1041: 350094 MCAD ALL MORS.N TRIO I�tT. A COPT Sr MO MAMMA TO ammo 20 TX: J3 Nm'CSH4 aonTlmCeON. raACrau IMMIT1O: Dee: -` r+�+enae+baa+ +�sr��rwr+�e«w.w.o:.ewwsr:/..Oes :Je. ddt: it/is/2011 S1 f 7 Q� �- erwe�..*-. r..++e.aye.wusry.•w.+.an�.aa.rrw.nr.1a.. I roe...!r.aa.Mars ONO rw AINI MOM MI6.r1.Mimi WNWa weRai"WINbalm +our.i+retMmrryaawrrmtoshig esr..mn.�m..arw Mit Mai.tn . !C 2.10 35.0 Est Use IN: i.iS ... Wm,litsiss, reosDuaetr TC Dmad 40.0 }tf PLC n/2-1@150 DC Live 0.0 pee IPC-06/2!4-02/1DS-05 BC Dead 10.0 lief cede: >M-!i! TOM SSA yet e$.$.30-9$60670 Design: Mrtriz Analysis Profile Path: T:\trwiob.‘32e060i3S061/ fCf1W3.pes TRUSS REPAIR LITTF1N W0:350694 T1 J3 Vault is to be extended 0-5-8 right, and a new bearing is to be added at 17-2-12. Temporarily shore truss as required to ensure straight lines upon completion of repair. 1. Install new 2x4#1/#2 SPF web from new bearing to Joint 6 above.(Trim gusset plate and cut ends accurately to bear.) 2. Apply 94"APA rated 48/24 sheathing to each face of truss at (2) locations as shown, using construction adhesive at all contacting surfaces and nailing to all 2x4's with (12) nails per lineal foot and to all 2x3's with (8) nails per lineal foot, using 8d common nails installed in a staggered pattern. 3. Add lateral brace at(1) location as shown. 4. Lateral brace indicated may be eliminated. 5. Install new bearing as shown. 6. Trim bottom chord to match vault requirement. I hereby certify that this plan,specification, See also SHEET 1 OF 2. or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of tate of Minnesota.esota. ` BF,RT L. BT?'S Dale /171/1 License No. 12469 „_ Sital- oPZet 0 [6x12 6x6 3x5 6x6 %' 4x6 `' is /2 XNo.. I��` ell )4042 4x8 fi* • Cill a _o msir „:„ ,� `"� 6x6 4x8 -t- rtdt - _ im& 1.5x4 2 o sti 4.4.0-s� r u 61 g- 0 �'.�'+ il-o iix8 4.00 tli i7-Z-Jj Q 1840# 3.00" ( za gg* ik 0- 0 .1,2- 0- 0 , 8- 7- 8 y2- 0- 0 y 18-11- 0 E e M 0 e N e0,4000 i „ ,� ..» ; 0 .4 11441 € e14411sIt1S 8 1 X d X 11 , 1 1 I rliiwl�/n .1 i i Me.NO 1 r1N PINPI , •• _ •3e1, N Mvr w i 1��i�iw�'i�i.■NO ,1 . a ■N p 0. or ./rl e/.�N Tr 1 / / / 1/'1 � 1 a71�/ �X : 3 .1.14[44 . r80' ,1 T ti11Y,,, ,C O �• 0rr5 „� } yp� �/ re �I A•1.4.0..i er• l�► Mr wl141ir oeM001�' MN M M ` � y► a+il�llw�la i i ii a l:0 v ryn ewN.ianar.1 ��iP+Si�i� 11 / � N .`��*• lii r M M N .. .4 ; i ir4 d 4illirlaw® ' iS3ri'� 4� 12-4% ~ ` . G 3 am . . n , 0 .0i , a N.w-" 11111)111W11 11 " 1 11 " ....1iIkk(it�Siit iii .: .: A,, . 3 a 3 a i �i ..4 4 g a ' .j4 n ! J!II!j i AA is ill 1 A Iiiii; I1bI11l � iI1 !JiIi 3 .1O i . 1 :° vg p « 1411 l®.g 4112d 44A1 * -n �; � .1 : ii . ; bat 1 n 1 ihiphi 1, Wil IIt2iJ1 A a ..... 3: /N,: e, ; fi ii P.' I / A 1 illitibli 1 Iii im-4 ill ..: .,.., 2, 1 illilIllil; N,` s u w 1 1 il C M r e PIN e• w I.ip it�, e �`--- X rri N� r� i MMO Q. N14-N li? p ; a a iia el '� �N •: � s a -,.... .1 Pl NNS , . .::g • ,F.r tM . ,, Ogle 41 E-- 1 444,04 it, i 11311114Ydldnligti - 11 2 NA 4 a )1 F___ IP re.PI.. ...••M M -'+ -41 1 i xti=ilaialIK4A1rA 44w4. e0. 444 . . wawa . • Hansw-IMr 2nr,x El2A22P22Wire5r, a $9►Zj �oH�suxiZittL110 w� '�000000000a 1 .4.41,-. 14 ® O a. :sags.:�: insznuauv aAhl p OOOOOo000 OP1dPOOO /oo1. t. �rn- vr 1•�r rf f Cf _ Illz ------ -w tiP nri:L M NN U/:46r e .INa s M ail t.Limu • LD1 CtO• t4 OO0000000 ��[Go0000000 1U-11�j• MOS2UURALTOKm alio sAurf lismowPImmolima23:NiREoIiw lir lr2o susPu°1 9114 On .i.�N * N N N kV S Rig j wt Pue UOIS fs I}� / .1./� 1 1 �a6UI� i lit q puedazd sem zodaj iotil g 14 1 1 1 1 1 1 1N g 1 1 / 1 1 4 N 1 1 •nn M 1 Au c t0 d$m M Acproq f c TRUSS REPAIR LITTFIN WO:350694 TI:J4 Vault is to be extended 0-5-8 right,and a new bearing is to be added at 17.2-12. Temporarily shore truss as required to ensure straight lines upon completion of repair. 1. Install new 2x4#c1/#2 SPF web from new bearing to joint 6 above.(Trim gusset plate and cut ends accurately to bear.) 2. Apply%"APA rated 48/24 sheathing to each face of truss at(1)location as shown, using construction adhesive at all contacting surfaces and nailing to all 2x4's and 2x6's with (12) nails per lineal foot and to all 2x3's with (8) nails per lineal foot, using 8d common nails installed in a staggered pattern. . 3. Lateral brace indicated may be eliminated. 4. Install new bearing as shown. 5. Trim bottom chord to match vault requirement. I hereby certify that thi. lan,specification, pecificatioq See also SHEET 1 OF 2. or report was prepared by me or under my direct supervision and that I am a duly lAX1 Licensed Professional Engineer under the • laws of the State of Minnesota. ROBERT L.TIBBI�'S 4 /��/- • ' . magi: / �; Date )// 7)// License No. 12469 8x16 S HT Z d ,,'• `%i . 1 fig) @ O [8x12 ilt 6x12 6x8ATI ,�Aid ,� 8x& �/ 6x67----- - ,i-A 0-10-12 � -- ` \104:,.4y* . 8x8 �/ i , • `II 7L-- 111111111.11= � 6x12 tt 10, - - ��_�� 8 8x8 �'-0 'i o /1H_ i °-#4).00 1 i -fli f} -D 10x12 J 7-2-'z 0 , ID 2638# 3.00" 3968 0- 0 - 0- 0 8- 7- 8 - 0- 0 18-11- 0 19 8 17 16 15 -14 13 33- 6- 8 C s.r000 { VS000 '^ .. 11.1.V000 V. i k ih4,44,4 Aiiii i I OM E $�igNI k . .. .,r� oiw000nvi 1p Z44A4 ,5 .2301 w hi M pp M uo n ine+iHaiiAllt” o ¶ !i x Ji m zQ i f+ w O 5 mg g 4,1444441 Iss&gai+; Sc ' , h 1:11____0_10:1; 0 e."; 0 S4�Zn= w'"ri a .4 o .4 n vi I. ii 1- • •p i q O � o + " '`..��' � l - 1": Ill lirii old 61911 i j w• w U p.i r 4.i , i l r . i of 4 , 1 i iii i y i YI.. Asr i tit rA .Ig . M 1 1 w t 1 8 r.4'� os. 4..”3" - i , qiii� i !1:11 d110 .4111 .r � � h J id .i I.'4 r A i R : �� � 2 II ..s hid I W 2 #' �k r M p `1 1 6Z 11 r - �N. il : 1 1 I It�, AX ? 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AAAAAA I *i i ii g �0I t3 a1 E.ai:::::;:tig f«aw,e'xs0w"'i vaAg:e''i 0 64rWW*s 'I Q 0000 :::: :::::::: Ii„M w”1 Z ; Ofttir N�ddn.. . 44 .4.44. 0 .. � .«� ;Ei- 721-1.g; 9 .�wwwb � .ral"id.�..d.. �'ffioo,,;.; o q,^i1O,a4; .1.477 w_ ,g:sysncg o8x:_::As i '^h�°.h- r4..-4:1i on i I4 oo:0000d odoo:ab0 ffi w° : •touuwso �tsgJoswti i.;5.4 II R E i i i- 11 F,x g4"`�i '4: an un naugtug puoissa.Toid l d q V + +.r .� a and ,. w AFlp 8 WS I VIP put IIolsimadns pulp gran+a.orsw ti.ri .rioi.+i^in.diol 1.4%/4,43 • ,, ,,,, IDS.1�IIt)1oQw1�Qj1oicbtt�SEM India Jo 4:4A444%444: 44.}.»=Aa4 j.1+�NA�.aa+.++ 1i P `QII.�IdsRjtrizpsaw= 1 (/) SS REPAIR LITTFIN WO:350694 TI:JS p .ult is to be extended 0-5-8 right, and a new bearing is to be added at 17-2-12. emporarily shore truss as required to ensure straight lines upon completion of repair. 1. Install new 2x4 #1/#2 SPF web from new bearing to joint 6 above. (Trim gusset plate and cut ends accurately to bear.) 2. Apply %" APA rated 48/24 sheathing to each face of truss at (1) location as shown, using construction adhesive at all contacting surfaces and nailing to all 2x4's with (12) nails per lineal foot and to all 2x3's with (8) nails per lineal foot, using 8d common nails installed in a staggered pattern. 3. Install new bearing as shown. 4. Trim bottom chord to match vault requirement. See also SHEET 1 OF 2. I hereby certify that this plan,sperif vioa, or report Was prepared by re or under my direct supervision and that I an a duly Licensed Profession.~„ Engineer under the 5x4 laws of the State of ntiruicsc;a. 14.4f, 4 12 6x6 Ante 7/ License No. 12469 [6x8 • S Z dam . a 0 [6x12 g 6- 5-E 6x6 4x12 .„% - 4111111111-.a.-. 18 11\ 3x4 __ 4 =-- 1ML= ' 4x6 / %l#4 i4 . `A -. '1-- --a-z7.111z-k..-:-.--..--.... 1, A 4:=4 I �i � 1.5x4 r $t=��1 �i � liTiB 6x10 i � '( © i - 1.5x4 1.5x4 6x6 0-5-8 18x81 6x6 e _ /- :fb I .-_-#04„.________ ,,T 2 .00" r/ i SL 1 1452#3.00" 2-0- 0 �, 2-0-0 ,� _ 8-7f 8 _ 2- 0- 0 _ 11-9-8 X 18 17 16 15 14 13 12 11 10 ,i. — — 26- 5- 0 DAT TIME CITY OF ORONO CALLED IN INSPECTION NOTI E /^ / SCHEDULED / —11—/f co, PERMIT NO.o2Oil v!D.4._.9 COMPLETED ADDRESS 8'vo D�d � � .6./ 5[`/� OWNER TELEPHONE NO. l0 /Z �8 T CONTRACTOR C DESCRIPTION FD0 W ❑ FOOTING ❑ PLUMBING FINA ❑ EXCAV/GRADING/FILLING 0 POURED WALL ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS ❑ FRAMING ❑ MECHANICAL FINAL 0 TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS • ❑ FINAL 0 SEWER HOOK-UP 0 COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO c.r)• COMMENTS: cc W C= ?oor C, C= GW Qi' C41KSATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED E ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor o .ite: - Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME \V/ CITY OF ORONO CALLED IN /b \// INSPECTION NOTICE SCHEDULED /Q-Jb-// 3:�3o PERMIT NO.aiO//-`�D�j' 3 COMPLETED /� � ADDRESS l- /O 7/ C��� c�-C SCJ %%� ?-o/ S OWNER TELEPHONE NO.� 1'os g 8 q (e-g 4 CONTRACTOR Iia,CI ( d- DESCRIPTION Lu ❑ FOOTING 0 PLUMBING FINAL ❑ EXCAV/GRA G/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Cr/ ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • 0 INSULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS 0 FINAL 0 SEWER HOOK-UP 0 COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL ❑ PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL • OWN ERICONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cc Q.W 2) O cc O LL W W W cc 2) • p4ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN U STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: L /] Inspector. Lt /� ' b 3S White Copy/Inspector's File Canary Copy/Site Notice c. ` - 3 DATE TIME V CITY OF ORONO CALLED IN /6)-4-1/ INSPECTION NOTICE SCHEDULED /D' (r •f.?6 PERMIT NO.,120/) " O l GSC 3 COMPLETED ADDRESS ? 46 ©SLI 67 1-4 0, e 4cty lzw ��yy OWNER l%G1ctn,Q.P.4 Cu t40( TELEPHONE NO. Ig (2 - - V 67 CONTRACTOR --a5172-11-'14-- S1 t DESCRIPTION pc I tiia.t Lt. 0 FOOTING 0 PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q OURED WALL 0 MECHANICAL RI ❑ LAKESHORENVETLANDS ' ❑ FRAMING 0 MECHANICAL FINAL 0 TREE REMOVAL Z ❑ INSULATION El WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB 0 WATER HOOK-UP ❑ PROGRESS Z ❑ FINAL 0 SEWER HOOK-UP ❑ COMPLAINT v 0 DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP _ 0 DEMO-FINAL CI SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU: YES_NO o(.1 COMMENTS: cc i. a 1 11(A)-1 l_11,i-it-t) ityi ,,,,,,Li ctizy... cc O W CC 0 tL re) FS. Q W Z W CC 2 r! RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ElCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 00 ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY Q BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 10-19-11 PERMIT NO. 201( -oIOQ3 COMPLETED ADDRESS 3D oto CX Sial '% ids OWNER TELEPHONE NO. CONTRACTOR r DESCRIPTIO 01 /4/.w ,. .h i A ._ _ ALAO ❑ FOOTING ❑ PLUMBING FINAL ■ EXCAV/GRADING/FILLING U. Q 0 POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS " ❑ FRAMING 0 MECHANICAL FINAL QEl TREE REMOVAL ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL 0 SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO c0., COMMENTS: cc Lu C .on hard txOIL- to fra). Aive cc 0 W cc Q W z W Lu WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY 0 ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY (.) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hour?in advance. (952) 249-4600 Owner/Contractor on site: (41 3 Inspector. White Copy/inspector's File Canary Copy/Site Notice lJ PLo1 WH .Ar f TIME CITY OF ORONO CALLED IN 7 Oi INSPECTION NOTIC CHEDULED 1151M7 / c�- . ) PERMIT NO. ' C "I' 1 �, COMPLETEDP ADDRESS1 L / A / - i OWNER TELEPHONE NO. 6"/o1 h Jc CONTRACTOR � OpytilLpACAA °€ DESCRIPTION 1--- ra77(--(1,71 }.e.( c) 0)-- I Lu 0 FOOTING ❑ PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q ❑ POURED WALL 0 MECHANICAL RI 0 LAKESHORENVETLANDS " ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS ti ❑ FINAL 0 SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP LLI ❑ DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPI FINAL ❑ FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU: AYES_NO Si COMMENTS: : C-"r.'CiCi'�(7r'' ;S1,t)? t.`F_At 16A q//1 j W C CC O CC O W CC Q W Z W CC LUORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑COR ECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 ::: tt0t. on site: White Copy/Inspector's File Canary Copy/Site Notice E�.� � ( TIME DA I CITY OF ORONO CALLED IN ��jj-- INSPECTION N9TI9r,1.1 .2 SCHEDULED / 'Ob PERMIT NO. l• COMPLETED ^�.�.( ()� ADDRESS >/C O C d C-i .c ]cK-�-y 5 OWNER TELEPHO � i3R ryU. r/� CONTRACTOR Cr y l C -f eklA ▪ DESCRIPTION (kJ-I CY) l-k:' ttro • ❑ FOOTING 0 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q 0 POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS v/ 0 FRAMING ❑ MECHANICAL FINAL 0 TREE REMOVAL • 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION • 0 RADON SLAB 0 WATER HOOK-UP 0 PROGRESS 0 FINAL ❑ SEWER HOOK-UP 0 COMPLAINT ✓ ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v LJPLUMBING RI ❑ SEX FINAL El FOUNDATION/REMOVAL Z OWNERICONTRTOR TO MEET YOU. YES_NO yo COMMENTS: cc W Q. cc 0 cc 0 U. W cc Q W W cc d Lu VV RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on si •: _ Inspector. .a White Copy/Inspector's File Canary Copy/Site Notice RAT- TIME I CITY OF ORONO -- � ' INSPECTION NOTIC SCHEDULED M117 c3`3d PERMIT NO. �Q)/ 4I'-3 COMP ETED /� ADDRESS 8� �i ' `s OWNER T EPHON:1 O. ! —AVO 2 CONTRACTOR01--Alt-- 11,d02— DESCRIPTION ; G{1 — L D Lu ❑ FOOTING 0 PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q 0 POURED WALL ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS y 0 FRAMING 0 MECHANICAL FINAL 0 TREE REMOVAL Z0 INSULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS I... ❑ FINAL 0 SEWER HOOK-UP ❑ COMPLAINT ' 0 DEMO-SITE 0 SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL IC Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO c• COMMENTS: cc W a cc o (3oc : Cj� A-„ rS i `� r-,ki 4. Ir 0 `teAt2 ed alt ASS' LtiQ o 5 er P „ A S o 13 v 1 4—�-- S� i3,A.�_A- Lu cc rb 2C)AJr y 0 W El WORK SATISFACTORY:PROCEED El—PROJECT COMPLETE CCW El � CORRECT WORK&PROCEED I.S.SUE CER ATE OF OCCUPANCY O ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED El INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: /� Inspector. -.t/ / ri7s White Copyllnspector's File Canary Copy/Site Notice DATE TIME J CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 20 I I-0 IOQ COMPLETED ADDRESS (NO QVE CXNAka OWNER TELEPHO-Nt NO. CONTRACTOR (, Cj + `r >. DESCRIPTION P6 b u /1 L k r V itj ❑ FOOTING ❑ PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS CI) ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT v 0 DEMO-SITE 0 SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:nj _YES COMMENTS: Airv�J' a5 <..• L J '411 neJ /1C LU �ITC c �ti ✓scc 0 0 z 0 W El WORK SATISFACTORY:PROCEED El PROJECT COMPLETE W ❑CORRECT WORK&PROCEED 17 ISSUE CERTIFICATE OF OCCUPANCY O LI CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspecti• 4 hours in advance. (952) 249-4600 Owner!Contrac site: Inspector. Jirr /) 1 White Copyllnspector's File Canary Copy/Site Notice CERTIFICATE OF SURVEY FOR:CHARLES CUDD DENOVO,LLC - ADDRESS 840 OLD CRYSTAL BAY ROAD,ORONO,MN - PROPOSED ELEVATIONS LOWEST FLOOR=943.5 s` ,1 Comer"M"°aN� - GARAGE FLOOR a 952.5 TOP OF BLOCK..953.2 MAIN FLOOR ELEV=954.7 1 } EXISTING PROPERTY DESCRIPTION six FEET BELOW MAIN FLOOR ELEVATION a 946.7' Y LENGTH OF BASEMENT ABOVE 948.7'-138' Is e The South 228.8 feet of the North 391.8 feet of the Weal 60 Rods of the Northeast LENGTH OF BASEMENT BELOW 948.7'-168' Quarter of Section 9,Township 117,Range 23,Hennepin County,Minnesota. PERCENT OF PERIMETER OF BASEMENT BELOW 948.7'a SSX 1,! NORtN - 1 Inch n 30 ft- . x9.r.Nµe= \ hk. \... I I A. 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W2 i KO 3 I N 3 , a .9 Z M21 91.00 - A.9 v.: t. N7F • 991.9 AL ease S a3p f 939.1 30.4 Si, t 9wl m... .m.00 I \ ]a3 • 050.) _ 62. 9�_____ 991.7 i • x93ax 93ax 990.9 _ \ \ -x - ael��.JFea...K..,..♦uk .. 9123 0 �1':. �. iJ° _ \I.e : N7s N{.) _ .... --sz-�.a��- _ �rba .9 - I vasa ria{ a 9th MS z4 Nee au.e 990.1A 'w]: vsas �" "`�- t w4 051E I I ,`�s.:m Um N eco,re 3NJ N..e 9188'53'47"W ..-`_-...... o,a vs,.7 Y{pA °M) I 9501. '9,...,'•,=03,.1 j rK, 930.2 x931.5 Y.:��.... xw4 .....��,.,,�.., I t f'` 030.0/ 1,101512755 9 ~ nu I, I I 959.j sdo • LEGEND \ i'�l 000.01 951.5 I I. DENOTES METAL OFFSET \, we.i a35,n x3 I ,..945... inr DENOTES FIRE HYDRANT 'N, s2. DENOTES PROPOSED ELEVATION. 09th. aK7 " DENOTES DIRECTION OF DRAINAGE. 1 '1 xaw, Si DENOTES ELECTRIC METER/BOX ........................ Na0 C.. Si DENOTES GAS METER/BOX Ne.{ - p NOTES viae -Proposed Elevations&Placement Set ByOwner. ® DENOTES SANITARY SEWER MANHOLE ® DENOTES WELL AREA CALCULATIONS Bearing's shown ars assumed. •n, DENOTES UTILITY POLE °'Q4 -FIeid survey conducted on August 16th,2011. O DENOTES FOUND JLM TOTAL LOT=*224,574 sq. ft.(5.16 acres) rm. -71,1,survey m prepared without the benefit Proposed House *4,085 Sq.Ft. of UUework.Easement,appurtenances and • DENOTES IRON MONUMENT FOUND encumbrances may exist h,addition to those Proposed Bom=*1,232 Sq.Ft shown hereon.This D eureey Is subject to , x 1011.2 DENOTES EXISTING ELEVATION. Proposed Driveway=*14,830 Sq.Ft revisionmpon receipt o atit moeya title title opinion. RECEIVE ee DENOTES EXISTING TREE Proposed Sidewalk=*256 Sq.FL -Wetlandcommit shown were delieye 11 ted byothers. 'x.....DENOTES EXISTING CONTOUR Proposed Deck=*217 Sq.Ft SETBACKS See report for more details. Proposed Porch._±615 Sq. Ft. -CONTRACTOR TO VERIFY HOUSE DIMENSIONS, 4 -m en-DENOTES DENOTES SETBACK UNEEAD q FRONT=50 FEET -FINISHED GRADE 10 FEET FROM PROPOSED BUWB10 SLI 2 Existing Rood- *3,989 S.Ft AND SEWER AND BASEMENT DEPTHS n O -s-DENOTES EXISTING FENCE SIDE-30 FEET AT THE BOOING. USHALL BE DBNFEET LOWER'MAN THE FINISHED GRADE L -FINISHED GRADE ELEVATIONS ARE TO FINISHED DENOTES CONCRETE OHW v 50 FEET MACE WIN TURF 0454 F1571MENT. CITYOF ORO O I` ��_.,.I DENOTES BITUMINOUS . - DRIVEWAYS ME SHOWN FOR GRAPHIC WETLAND=SEE CITY SKETCH PURPOSESNONLY. FINAL DRIVEWAYBY NTRAN OAND R 000000' DENOTES PROPOSED RET WALL LOCATION TO BE DETERMINED BY CONTRACTOR I hereby certify that this plan,survey or report woe prepared by ,�'H'nEti'd DENOTES GRAVEL me or under my direct supervision and that I am a duly Licensed �` + Land Surveyor under the low.of the State of Minnesota. _.N- DENOTES WETLAND DELINEATED BY OTHERS A///777 /7 Revised: 9-22-11 CRE LAND SURVEYING_' Revised: 9-13-11 JOB#11306651 -236-6 713 itimfo „r 50111 Revised: 9-9-11 7�'-�g-gq$ le.aaelandeury sl. UA P.SCHNEIDER Date: 9-2-11 Reg.No.44655 C:\Lwnd Projects 2008\11306bs-Oro m\deB\11306bsdeg 9/4/2011 9:5142 M CDT r n n i r •m,w 53 .v.r. p 8'� OW - a S Terni A0/1-INN0 T 1 Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: January 13, 2014 G/L: 101-22205 Re: Escrow Refund Building Permit#2011-01003 pertaining to 840 Old Crystal Bay Road South is complete. A temporary of certificate of occupancy was issued on May 17, 2012 and a final certificate of occupancy was issued on June 4, 2013. Please refund $10,000 to the application, James & Heidi Williams. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: James&Heidi Williams 840 Old Crystal Bay Road N Wayzata, MN 55391 wAstreet filesbld crystal bay rd s\840\escrow refund memo for tco 2011-01003.doc Christine Mattson From: David Martini [davidma©bolton-menk.com] Sent: Wednesday, January 08, 2014 12:08 PM To: Christine Mattson Subject: RE: Sorry, one more unbilled WIP question I doesn't look like we have anything for any of the projects you sent me. Thanks. David P. Martini, P.E. Bolton & Menk, Inc. P: (952) 448-8838 ext. 2458 M: (612) 756-4315 email: davidmaabolton-menk.com From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Wednesday,January 08,2014 11:07 AM To: 'Sherry Charboneau'; David Martini Subject:Sorry,one more unbilled WIP question Do either of you have any unbilled WIP for 3805 North Shore Drive,Applicant&Owner—Low Grove, LLC, Building Permit#2012-01245? Thanks! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ? Orono ` MN 55356(physical address) PO Box 66 Crystal Bay ; MN 55323-0066(mailing address) V 952.249.4620 A 952.249.4616 ®cmattson@ci.orono.mn.us ` " www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday,January 20,2014& Monday, February 17,2014 This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.svmanteccloud.com 1 Christine Mattson From: Sherry Charboneau [SCharboneau@ck-law.com] Sent: Wednesday, January 08, 2014 12:19 PM To: Christine Mattson Subject: RE: Sorry, one more unbilled WIP question No unbilled WIP for Campbell Knutson on this one. Sherry L. Charboneau Legal Assistant CAMPBELL KNUTSON P.A. 1380 Corporate Center Curve•Suite 317• Eagan,MN 55121 2(651)234-6230•Fax: (651)452-5550 scharboneau@ck-law.com•www.ck-Iaw.com From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Wednesday, January 08, 2014 11:07 AM To: Sherry Charboneau; David P. Martini Subject: Sorry, one more unbilled WIP question Do either of you have any unbilled WIP for 3805 North Shore Drive,Applicant&Owner—Low Grove, LLC, Building Permit#2012-01245? Thanks! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356(physical address) PO Box 66 Crystal Bay MN ! 55323-0066 (mailing address) it 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday,January 20,2014& Monday, February 17,2014 1 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. 7. ACCESS TO SUBJECT PROPERTY: The Owners hereby grant to the City, its agents, employees, officers and contractors, the right to enter upon the subject property for the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY: CITY OF ORONO OWNERS: By: (JJJPVG &W .� . Its: 1n/ 1--7— /! „i /t+�616 i a.LL,RMS 155441 TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2011-01003 AGREEMENT made this 11 day of 1114ty , 20 (Z by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and James& Heidi Williams("Owners"). Recitals 1. Construction of the new residence located at 840 Old Crystal Bay Road South the ("Subject Property"),legally described as the South 226.8 Feet of the North 391.8 Feet of West 60 Rods of NE 1/4 Sec 9, T. 117, R.23, Hennepin County Minnesota, is the subject of building permit application number 2011-01003 has been completed. 2. Winter conditions currently prohibit completion of exterior improvements, final grading, and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control, submittal of an as-built survey and submittal of wetland buffer planting plan to the City. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2011-01003 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 155441 • , 5.7itv 1'4 ;r; • 5 Y Il''o M .5535cr 95:1'245,-4E5.00 • • S rC«`ilrl r PsTci i i- f, •, .S(E LrJJyy i i Rd r • Check • ram?" r :' ! E te' i4 it, fiPPI4esd: j, • CITY OF ORONO Lk 0 - 0 0 4 2 5 * 2750 KELLEY PARKWAY DATE ISSUED: 05/17/2012 ORONO, MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 840 OLD CRYSTAL BAY RD S PIN : 09-117-23-12-0002 LEGAL DESC : UNPLATTED 09 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : ESCROW FEE-OTHER PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-OTHER NOTE: ESCROW TIED TO BUILDING PERMIT 2011-01003 FOR TEMPORARY CERTIFICATE OF OCCUPANCY APPLICANT ESCROW FEE-OTHER 10,000.00 WILLIAMS,JAMES&HEIDI TOTAL 10,000.00 840 OLD CRYSTAL BAY RD S WAYZATA,MN 55391- OWNER WILLIAMS,JAMES&HEIDI 840 OLD CRYSTAL BAY RD S WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in co • ance with the State Building Code.This permit may be revokes . �J or due cause. S i l 7 i / ,QP Appl. ant Permitee Signature Date Issued By ature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED A/F . • • CITY OF ORONO PERMIT NO.: 2011-01003 2750 KELLEY PARKWAY ORONO,MN 55356- DATE ISSUED: 09/28/2011 (952)249-4600 FAX: (952) 249-4616 ADDRESS : 840 OLD CRYSTAL BAY RD S PIN : 09-117-23-12-0002 LEGAL DESC : UNPLATTED 09 117 23 : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 645-SINGLE FAMILY HOUSES(ATT&DET VALUATION : $ 1,128,000.00 NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL,SEPTIC,FIREPLACE,LAWN IRRIGATION,AND WELL (STATE),ELECTRICAL(STATE) WETLAND BUFFER PLANTING PLAN REQUIRED BEFORE CERTIFICATE OF OCCUPANCY.qi INITIAL) WETLAND MUST BE APPROVED BY MCWD. DRAINAGE ALONG SOUTH LOT LINE CANNOT BE DIRECTED AT NEIGHBORING HOME. DRAINAGE MUST BE INTERCEPTED AND DIRECTED EAST OR WEST ON SUBJECT PROPERTY. �, j� NOTE: AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL: �. J NOTE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT SURVEY AT THE TIME THE CERTIFICATE OF OCCUPANCY IS REQUESTED,A TEMPORARY CERTIFICATE OF OCCUPANCY MAY BE ISSUED UPON RE . •T OF A$10,000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS. INITIAL: 1. - rI APPLICANT PERMIT FEE SCHEDULE 6,468.75 CHARLES CUDD LLC STATE SURCHARGE(VALUATION) 551.20 15050 23RD AVENUE N TOTAL 7,019.95 PLYMOUTH,MN 55447- 0 Minnesota State License#:20635245 OWNER WILLIAMS,JAMES&HEIDI 840 OLD CRYSTAL BAY RD S WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are req 1 in conform. with the State Building Code.This permit may be r> oked . any time f•,,d,jJ,�! se. % . ' , . '? iZeil( 9 Ap• icant Permitee Signature Date Issue y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. • Christine Mattson From: Christine Mattson Sent: Thursday, May 17, 2012 9:33 AM To: 'jsonnek@charlescudd.com' Subject: 840 Old Crystal Bay Road South / Bldg Permit#2011-01003 Attachments: admin@ci.orono.mn.us_20120517_092012.pdf Hi John, According to City Code Section 86-68(3) an as-built survey is required before a certificate of occupancy will be issued, see below. Sec. 86-68. Permit application; information required. (a) The application for a construction permit shall include such information as may be required by the city, which may vary between types of construction projects. (b) Surveys required: (1) Initial survey.Any building or general permit application for construction of a new structure or expansion of an existing structure shall be accompanied by a certificate of survey prepared by a Minnesota Registered Land Surveyor unless the building official determines the construction project is exempt from this section.The certificate of survey shall conform to the standards on file in the office of the building official. (2) Foundation survey.A foundation survey shall be submitted to the city for review and approval, unless exempted by the building official, upon completion of the foundation work for all buildings and all additions to buildings.The foundation survey, prepared by a Minnesota Registered Land Surveyor,shall certify the lot dimensions;front, side, rear, lakeshore, and wetland setbacks; and foundation elevation.A foundation survey must be submitted before proceeding with framing or further construction. In lieu of a survey a letter prepared by a Minnesota Registered Land Surveyor containing the same information as a foundation survey may be submitted. (3) As-built survey.An as-built survey, prepared by a Minnesota Registered Land Surveyor, shall be submitted to the city for review and approval upon the completion of all buildings and all additions to buildings, unless exempted by the building official.The as-built survey shall certify the final topography of the site;verify drainage patterns; and provide hardcover calculations for lots in the Shoreland Overlay District.An as-built survey must be approved before the issuance of a certificate of occupancy. In the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, applicant shall provide a sufficient financial guarantee and establish an escrow agreement to ensure completion of the as-built survey. (Code 1984, § 12.02; Ord. No.49 3rd series, § 1, 9-8-2008) I have also attached a copy of the fee schedule which shows temporary certificate of occupancies are issued during winter conditions. Finally, also attached is a copy of the building permit, initialed by JL acknowledging the requirements needed before a final certificate of occupancy would be issued. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 1 2750 Kelly Parkway Orono MN 55356(physical address) PO Box 66 Crystal Bay MN 55323-0066(mailing address) `it 952.249.4620 8 952.249.4616 M cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm Summer Office Hours begin Monday, May 21,2012 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 28, 2012 (Memorial Day) 2 CONSTRUCTION PERMITS AND INSPECTION FEES Applicable Permit Type Fee Code Section BUILDING PERMIT Ord.216 Minimum Fee $25.00 Normal Fee (per 2008 Building Permit Fee Table Based on Valuation) Plan Review Fee: Commercial (per 2008 Building Permit Fee Table Based on Valuation) Residential 65%of Building Permit Fee Building Valuation Standard (per Current l.C.B.O.Building Standards/Building Valuation Data) Retaining Walls $25.00 minimum NOTE: Retaining walls in 0-75'lakeshore protected zone (per 2008 Building Permit Fee Table Based on Valuation) -see Cond.Use Permit section of fee schedule. Ord.42,3`d Series Application Escrow: Grading,Excavation and Filling $2,000.00 Application Escrow:New Home/Addition/New Structure $2,500.00 minimum Ord.42,3'd Series *includes Erosion Control per Section 79 TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW(winter conditions) $10,000 ZONING CERTIFICATE OF OCCUPANCY WITHOUT BUILDING PERMIT $50.00 (change in use) Ord.216 DEMOLITION PERMIT Principal Structure $75.00 Initial inspection $25.00 for each requested or required inspection beyond initial inspection Accessory Structure $50.00 Initial inspection Application and Erosion Control Escrow $2,000.00 TENT/CANOPY PERMIT $25.00 ZONING PERMIT DOCKS-RESIDENTIAL $50.00 [Permanent(CUP Required)and Initial Seasonal] DOCKS-COMMERCIAL $50.00+engineering charges Application Escrow: Grading,Excavation and Filling $2,000.00 Ord.42,3"Series *includes Erosion Control per Section 79 GRADING,EXCAVATION,FILLING/LAND ALTERATION 500 cubic yards or less $50.00+engineering charges 501 +cubic yards $50.00+Conditional Use Permit NOTE: 501 cubic yards or more requires a Conditional Use Permit unless approved as part of building permit. Ord.42,3`d Series Application Escrow: Grading,Excavation and Filling $2,000.00 *includes Erosion Control per Section 79 2012 Fee Schedule-Page 7