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Home My WebLink About2011-00158 - addn/remodel/repair � .. CITY OF ORONO PERMIT NO.: 2011-00158 2750 KELLEY PARKWAY ORONO, MN 55356- �ATE IssuEn: 03/15/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 1179 NORTH ARM DR PIN : 07-117-23-14-0054 LEGAL DESC : SKARP& LINDQUISTS FERNHILL LA : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 8,000.00 NOTE: SEYERATE PERMITS R�QUIRGD: PLUML3ING,MECHANICAL, CLECTRICAL(STATG) 1'IX TWO WALLS INMAIN LEVEL-MOVG DOOR-ROUGH IN LOWER LEVEL BATH APPLICANT PERMIT FEE SCHEDULE 162.25 PRIME PROJECT MGMT INC PLAN REVIEW 105.46 I 5553 68TH PLACE N MAPLE GROVE, MN 5531 1- STATE SURCHARGE(VALUATION) 5.00 (612)991-8912 TOTAL 272.71 Minnesota State License#: 20631610 OWNER CHRISTIANSON, SCOTT& DAWN 1 179 NORTH ARM DR MOUND, MN 55364 AGREEMENT AND SWORN STATEMENT The work for which this permit is issucd shall bc performed according to the approved plans and specifications,applicable Ciry approvals,and the State Building Code. This permit is tor only the work described and does not erant pernlission for additional or related wark which requires scparatc pemiits. All provisions of laws and ordinances governing this type of work shall be compied with wheU�er or not specitied herein.This permit will expire and become null and void if constniction authorized is not commcnced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at airy time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conlormance wiUi the State[3uildin;Code.'This permit may be revoked at any lime for due cause. �, �� . 3 � i S� f 1 �� /��/ Applicant Permi e Signature Date Issue y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRBED ABOVE. � . _ � IIOZ-lO-EO �Pa3�pdfllse� �' � l __ S � _ :a}ea :a�n�eu6is s,}ue�i�ddy �- �panssi aq;ou ew uoge�i� e ay� 'uogew�o�ui ay� � ns o;asn;a� no �� nne� q pann a� ° sai�ua6e �e�uawwano6 �ay�o �o sp�o�a� pue sp�o�a� ano a�epdn ��enuue o} si uoi�ew�o}ui siy;;o asn papua�w pue asod�nd ��: �np �e�ep ay} ;o ��afqns ay� �o �i�qnd ay� aay�ia o� uani6 aq ;ouue� �(��eaaua6 y�iynn uogew�o;ui si e�ep �ei;uap�}uo� �e�ep �"" q Ul q q Iq 4l � q �ouue� �( eaaua6 �i nn uoi ew�o ui si e e a�enu �� ay��o ��af ns a o; uani6 a ue� �n �i nd a o uani6 a II 4 4 3 � l p d '�ei�uapguo� w' ao a�enud �ay�ia se nne� a�e�g �(q pagisse�� si uoi�e�i�dde siy� uo apino�d o; pa�se a�e no�( �ey� uoi�ewao�ui ay�}o ��e �o awog • - 'a�a�dwo�si�i �i;un�i��afa� o��nq angewa��e ou sey�e�s ay; 'os op o�aan�ie� uodn �ey� a�enne 6uiaq uoge�i�dde a�a�dwo� e 6w;;iu�qns�o;a�qisuodsa� �(�a�os a�e !t'� �(ay��ey; saziu6o�a� �ue�i�dde ayl �a6pa�nnou� �ay�siy;o �saq ay;o��a��o� pue an�; si pai�ddns uoi�eua�o}ui ay; �ey;sagi�a� . ��+ '}uaw�edaa 6uip�m8 ay��(q pa�sanba�ao pa�inba� uogew�o;ui ��e apinad o}saaa6y . �` �1N3W3Ja3lMON��d 1Nb�l�ddb� "�' oo' � ue 6ui n �xa �afo� o uoi en e uoi �n� suo µ�; $ �p I p I )� d� � I n � � � pa;ew�;s3 -� �C ��'? r`�� -zJ - Z''� ��o1.v - �?n.�-� n.�w N� '7��1c� c�c,-�_l �� :uoi;di��saQ ;�afoad Ile�anp k:�. :t� �;u� ao��aa��eyeyauuiu��n�u�rmn `��' Z890-LLb-Z96 �Xe� a6eweQ aai� � ;oa-a� � �g"�' 0690-1Lti-Z96 :auo4d ;: 16E95 NW 'uaneydaaa (�.}!�ads) :�ay}p � uoge�o�sa�{ � 6wpig � � pn18 e�uo;auuiw ZOZ8l a6ewe w�o �ieda a �S ❑ �I �s)Mopui/V�❑ '� �OM�W)��u;sia pays�a�eM�aa�� eyeyauuiW Q l M IaPow� s aoo �; aBewe �a e {` :s;iw�ad�g nnaina� aM�W � � � � � a��nba� �(ew;uawanoua y�ea�(u�y :;�afo�d;o ad�(1 �• �NOIldW210�N1 1�3f 021d E�> ..,;� �°' xe� ao�pue �ieu�� ' �I �� dIZ � �21�:�(�i� ��t C? w� NiZ�cy w� � I :ssa�ppb' ;�; .. . - -Z. :(�ep) auoud "r' �✓05 N' t 1 S12J1 C`�CY'�/d �� :a�.ueN �"' �NOIl�dW2lO�NI b3NM0 Jll2i3d021d �a"= ��R �i �_ � �� ,NvL'l��r�-vv ,�n/t'?.�d �o . 1�c� � 1 � ��1 i l .:xe� �o/pue �ieu.�3 �'�;; ca�oai��) �aunnoawoH / �e��uo :si �ue�i�ddy �-�t�.-�..�"�� 1 :uosaad }�e}uo� �� SS �dIZ a''^?/932t1�W:�(�!� N �'J`�? ��K`� �SCS l :ssa�pPtf 6ui�ieW '� (Ila�) �wdS (a�i�o) l - ► -z,� :auo yd '�' 8L64 0.��oud pa;�ni�suo�a�an��ey;sawoy uo��oM�o�) �t„ ��C�Z - 1- :a�ea uoi�e�idx� 1 �Q � O I - S q�-S-�j :�aquanN uoi�e�i�i�aa� pea� - �� `Z to Z - ��'- �, :a�eQ uoi�eaidx� O( �l �Jo #asua�i� a}e}S .�.', �NS �..cY321/?n�(``l�l�b' �='� '�W:aweN _� �NOIlb�W2lO�NI 1N`d�l�ddd/2101�b�2i1N0� �a� .�. *�` a�no e a ll. i P �l N � Iq I �l 3 � !� � � p�ue�i�dde ssa�un pa�mba� �� p /� q�ou �nn s uana a iu.uad-uo a e�ene s�6ui�ed a is-uo uaio� ns sa e�suowa � > aq��iM ao� as snq a��nys ��uana ay;o��oud s�fep pg�enoadde��ouno��i�pue auaw�edap aoi�od y;iM paa�nbaa si;iw�ad�uana�e�oads e `sa�f�� ; oN saA � �awoH �(e�ds�d �ay;o�o awoH ase�nnoyg s�a�apowab `sawoH�o ape�ed e aq siy; II!M ��,', �GvoZc,� �'^ Cf �i �,��N :ssaaPPd a�!S qo(' �' �NOIl�dW�lO�NI �bRl3N3J (�uud asea�d) •pau�n;a� aq ��inn suoi�e�i�dde a;a�dwo�u� �pa}}ivaqns aq ;snua uoi;ei.wo�ui pa�inba� ��e pue ��n; ui pa�a�d�.uo� aq�snw u.»o� uoi�e�i�dde siyl ��. �� :aa� �e�ol sn•uw�ouao�i��nnnnnn 969�-6bZ-Z56 :xe� 009b-6i�Z-Z56 :u!�W 99£S9 NW 'ouoap 3,,3,oxs�x�� M ' . a}nnainaa ueld �(eM��ed�alla�i OSLZ �� t , v' �f;� :�q pania�a� :ssa�PAb'#aa�as ,� .� �. �� 2: z � °� ��,�; � � ��I� :pania�a�a�ea 9900-EZES9 NW '��8 le�sti� Q�wJ,, � Q '�- `�l "� �'�` :�aqwnu�ivaaad 99 Xo8 Od � � —//�� :ssa�Ppt/Bu��eW ''? (•��a `�ooa-aa `Buipis `saoop `snnopuinn) � � ao euaa u ao uoi e�i dd ivaaa fiui in �� i M I � I � � I b� �. d p I. 8 , �_� � � OUOJ� �O /C�I� . �,� #�. � _ ��r� �� k�E�� e�r �er� ��r�cte�� l �c�� Address/PID/LegaL //� °� ��77`� �d�iP�. Description of work: /�P�OD��j'Lc��4�i/2 Septic review by: .+.1►//a Date Approved: Zoning review by: ! Date Approved: Buifding review by: Date Approved: �-1S'"-Zo�t Grading review by: d�✓� Date Approved• Zoning File#: Resolution#: Resolution Date: ZonEn District Fire De a�tment Post Office School Di ict Zoning: Lot Area: SF/AC �dth: D h: Survey Submitted. Q Yes C'f No Date o#Survey: Pro osed Setbacks: Front(La[ce) ar(Streetj ( � gicle � ) ( � ' S�ae � Other Butidings Wetlartc9 Building Defined Height: Buiiding Peak Hei : #of Stories 0k?: p YE� FOR A BUILDIHG WI'fH A BASEMENT OR C WL SPACE: FOR A BUILpING ON A'SLAB FO�NDAT�ON: START VNITH th�distance between theb ement flooN-cra START the distance between tfi�e slab and the highe: �pace floor and the highest r peak,the of W17H roof peak,the top of the comice of a fla#roof the cornice of a flat roof,the de line o the deck line of a mansard roof,or the ' mansard roof;or the uppermost p ' n a round uppermost point on a xound or other arch-tyK or other arch-t e roof roof SUBTRACT haff the distance between the ' est " dow and SUBTRACT half the distance between the;highest windo� hi hest roof ak of a itche roof and hi hest roof eak af a itched roof SUB'fRAC7 the distance beiween the sement floor/c wl ADD the distance befinreen the slab and tF�e highe: space floor and the hig st existing grade wit ' existin rade within the foundation the foundation qr 10 et,whichever is less. EQUALS` Defined buildin hei ht ' EQUALS Defned buildin h' ht . _ ; Lot Coverage: SF % 3horeland Distci F�iCWD Permit R�ceived A era e l.akeshore Setback B(�ff � Yes t3 No � N/A 0 Yes C No 0 Yes No d Ye � No . � N/A Permit Number. . Setback: F#ardcover ones Exi�tin Pro osed `Variance e uired CUP Re uired 0-75' Q Yes � No 0 Yes � No 75-250' TYPe(S)� Type(s): 250-500` 500-1000' ` \ REMARKS (in-house): �� C�v�g� `� Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Char ed YES NO Perr�t�� - Plan Revie�nr �/ State�Surc#aarg� t.i' tRvestigation Fee �'��4C—l�ut�tfier of S�4,G Ut�i#s Sewer Connection �1atw'C�n��#�on . � Park Fee ��its-]rspection , Other(specifyj •�ilisc�lla+��us:�ees - Calculated By: S uare Foota e $ er S uar�Foota 'e Basement X . _ $ 1`�Floor . X = $ 2"d Floor X = $ Garage X = $ Estimated Construction Value: $ �, d�Q �� Orono It�speations Required Work Requiring Separate Permits Required State Permits � Site Plumbing � 6rading/Filling 1] WeU � Hardcover Removal echanical � Fire �Electrical � Footing � Septic � Water Connection Cl Poured Wall � Fireplace 0 Sewer Connection G Foundation Survey � Masonry G Lawn lrrigation � Radon Rock Bed � IUlfg. Framing � Other(specify) nsulation � As-Built Survey �Final � Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: 0 YES tI NO New: � YES E! NO REMARKS(TO BE MOTED Ohf PERM[T AND INITIALLED BY PERS�N PULLiNG PERMITI Updated: 09/11/2009 - z:�forms�plan review checklist.docx ��A��S PR1ME PROJECI' 2-2-1 I C ORONO 3:l 8pm FOREST PRODUCTS,INC. 1 of 1 KeyBeam�4.506a � � •� G �o � / � n� . I kmBeamEngine 4.5086 / Y� �� /�, Materials Database 1148 � Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Buitding Code: IBC/IRC Dead Load: 35 PLF Deflection Criteria: U360 live, U240 total Live Load: 140 PLF Deck Connection: Nailed Member Weight: 4.3 PLF Filename: KYB1 13 0 0 � � 13 0 0 Bearings and Reactions Location Type Input Length NGn Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 1179# -- 2 13' 1.750" Wall N/A 1.500" 1179# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carryirg memhers D�d Live 1 258# 920# 2 258# 920# Design spans 13' t.750" Product:1-3/4 x�t/2 MAX LAM LVL 2.OE 1 ply Component Member Design has Passed Design Checks." Il�nimum 1.50"bearing required at bea�ng#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity location Loading Positive Moment 3873.'# 7125.'# 54% 6.57' Total load D+L Shear 1037.# 3159.# 32% 0.01' Total load D+L TL Deflection 0.4818" 0.6573" U327 6.57' Total load D+L LL Deflection 0.3762" 0.4382" L/419 6.57' Total load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% � � � � � � � � ' � � �� PJI product names are Irademarks of Iheir respective ovrt�ers f q a . . CopyngM(C)1989-2005 by KeymaAc Enlerpises,LLC.ALL RIGHTS RESERVED. "Passirg is detined as when Ihe member,floor jdsl,beam or girder,shown on ttns drawirg meets applicade desgn cntena for Loads,Loading CorWitions,and Spars listed on this shee�.The desgn musl he reviewed bv a aualiliM Aesiuner or desion orofes4mal as reouiratl fa aoaovaL This dsaan am�mes orodix:t irNallation arcortlirh to the manufacturer's�edtications_ ��AS PRIME PROJECT 2-2-1 I C ORONO 3:22pm FOREST PRODUCTS.INC. 1 of I KeyBeamC�4.SfXia kmBeamEngine 4.5086 Materials Databatie I 148 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 30 PLF Deflection Criteria: U360 live, U240 total Live Load: 120 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB3 isoo isoo q � o � 34 0 0 � Bearings and Reactions Location Type Input Length Al�n Required Gravity Reaction Graviry Uplift 1 0' 0.000" Wall 3.500" 1.500" 1053# -- 2 15' 9.375" Wall 3.500" 1.500" 3336# -- 3 33' 6.750" Wall 3.500" 1.500" 1192# -- Maximum Load Case Reactions Usetl for applyirg pwnt loatls(or line loads)to carryirg members D�d Live 1 218# 836# 2 812# 2524# 3 266# 926# Design spans 15' 9.375" 17' 9.375" Product:1-3/4 x 9-1/2 MAX LAM LVL 2.OE 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4463.'# 14251.'# 31% 26.45' Even Spans D+L Negative Moment 5642.'# 14251.'# 39% 15.78' Total load D+L Negative Unbrcd 5642.'# 13849.'# 40% 15.78' Total load D+L Shear 1602.# 6318.# 25% 15.79' Total load D+L Max. Reaction 3336.# 11528.# 28% 15.78' Total load D+L TL Deflection 0.4508" 0.8891" U473 25.56' Even Spans D+L LL Deflection 0.3690" 0.5927" U578 25.56' Even Spans L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection detaiis and alternatives All product names are trademaiks of Iheir respective owners (��f ru.r f . CopyngM(C)1989-2005 by Keymark Enterpnses,LLC.ALL RIGFfTS RESERVED. "Passirg is defined as when the member,floor joist,beam or girder,shown on this drawirg meets appicable design cn�ena iw Loads,Loadirg Conditias,and Spans lisled on this sheeL The design must he reviev.eA bv a au�liFiad desioner or desian o�ofassional as reouired for aooroval.This A[�.sinn atsumes oroduct installaticxi acmrdina to Ihe manufacturer's:t�tv;ifiratic�ns_ � ��5 PRIME PROJEC'I' 2-2-11 ORONO 3:20pm FOREST PRODUCTS,INC. 1 of 1 tceyse�„o as� ktttBeamEngine 4.SOSb Materials Da�abase ll4fS Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 50 PLF Deflection Criteria: U360 live, U240 total Live Load: 200 PLF Deck Connection: Nailed Member Weight: 12.7 PLF Filename: KY62 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PLF) 0' 0.00" 9' 0.00" 150 450 Snow Additional Uniform (PLF) 0' 0.00" 9' 0.00" 80 0 Live soo 4 m , -- soo Bearings and Reactions Location Type Input Length M"in Required Gravity Reaction Gravity Uplift 1 0' 0.000" W all N/A 1.500" 3568# -- 2 9' 1.750" Wall N/A 1.500" 3568# -- Maximum Load Case Reactions Used for applyirg pant loads(a line loads)to carryirg members Dead Live Snow 1 1338# 915# 2058# 2 1338# 915# 2058# Design spans 9' 1.750" Product:1-3/4 x 14 MAX LAM LVL 2.OE 2 ply Component Member Design has Passed Design Checks.** Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowabie Stress Design Actual Allowable Capaciry Location Loading Positive Moment 8158.'# 32935.'# 24% 4.57' Total load D+0.75(L+S) Shear 2658.# 10706.# 24% 0.01' Total load D+0.75(L+S) TL Deflection 0.0767" 0.4573" U999+ 4.57' Total load D+0.75(L+S) LL Deflection 0.0479" 0.3049" L/999+ 4.57' Total load 0.75(L+S) Control: Shear DOLs: Live=100°/ Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and altematives PJI product names are trademarks of Neir respective owners �''� � , CopyrigM(C�1989-2005 by Keymark Errterpises,LLC.ALL RIGHTS RESERVED. "Passing is tlefined as when the member,floor jast,beam a girder,sl�n on this drawirg meets applic�le design critena for LoaAs,Loadirg Cwiditias,and Spans listed on Mis sheet.The design must he rr.viewxi bv�oi�alifiaf desi�ner or desion omfassional as reauirnd for aonroval.This desian assumes oroduct iristallation acxordina to the manufachirer s so[uifirafiofs. / �— D �j TIME �/ CITY OF ORONO CALLED IN � � / __`� INSPECTION NOTIC pSCHEDULEO PERMIT NO. �` dD/Sa COMPLETED J ` � ADDRESS �l�9 ��1�� OWNER TELEPHONE NO. 6�Z—��9/Z— CONTRACTOR �2�� ,/�� >; DESCRIPTION /�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � W a � J O � � O � W � Q � Z W W . �.„.�.. � �� d ORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE CORRECT WORK�PROCEE. % � ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK r�FOR REINSPECTION TEMPORARY V BEFORE RING PERMANENT , ._-tir i, RECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN � INSPECTOR WIIL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contracto Inspector. W Copyllnspector's File Canary CopylSite Notice LIE S-2 " ro M 'c.u�ts-�t�usc�' ��sm�t� `�stt�I��oz�uoCP 5v�`PL��I�I•�" �