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Home My WebLink About2003-P06906 - addn/remodel/repair � PERMIT � C I TY O F O RO N O Permit Number: �2750 Kelley Parkway - PO Box 66 Po6906 Crystal Bay, Minnesota 55323 Permit Type: additio�xemodet�Repair (952) 249-4600 Date Issued: i 1i6�2oo3 SITE ADDRESS: 500 North Arm Dr Mound,MN 55364 P I D: 06-117-23-31-0009 DESCRIPTION: UBC Occupancy R3 Construcrion Type VN Proposed Use: Residential Census Code 434 Permit Class: Building Permit Type: Addition/Remodel/Repair Pernut Sub-type(s): Addn/Remodel/Repair DETAILS: Approved per resolution#: Separate permits required: Yiumoing iviecnanicai Eiec�ricai�state� NOTICES/REMARKS: ♦ ».`._._ _ra.�__`__.ri_�____.__ r�_`t r__.__._� rn n. n_______` '::::::U::::... __._' .__.......... .__... _ _ '_ _ . ... ........... .�.,........ � .... � .t:........1..w L............... FEE SUMMARY: Pernut Fee: $ 1,553.75 Valuation: $ 200,000.00 Plan Review Fee: $ 1,010.03 State Surcharge Fee: $ 100.50 TOTAL FEE: $ 2,664.28 APPLICANT: Construction Results OWNER: Mr. &Mrs Hoy 14170 23rd Ave N 500 North Arm Dr Plymouth,MN 55447 Mound MN 55364 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. , ` � _ ,_, �_ ��-.__._ � '� - ''• APPUCANT PERMITGE IGNATURE ISSUED BY SIGNATURE , Copies: 1-File(SiQnitures Required). 1-Applicant, 1-Monthlv Reports, 1-Assessin�. 1-Finance Page 1 C�°� �`�s�b3 ,Total Fee: $ a��y. 2� Date Received: � lC'��l� Entered By: Permit#: � CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) � ------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (circle one) �OR CONTRACTOR JOB SITE ADDRESS: � J o iV�,�-�•. �-n.�.�. �n;u-� ZIP: S ,��6 ��' �i� 61L-36� -cKz�( � NAl�IE OF OWNER: 1'MAfit �- (�-e:c�.c �-y PHONE: (home) �7�3l�`� . �— (work) �i2-375-- 7Y�/ MAILING ADDRESS: S�� N�rdG- �r�» Ar*'�� CITY: i��*�-� ZIP• ��76 Y CO\'TRACTOR Ln„�s�,t�'��w �2<s�(fY C� PHONE: �6.� - Ss�-- 1 r o� C01�TACT PERSON: yt.l�r�I� �n�eQ.,�a NIOBILE/PAGER: 6 i 2 1;�z SE.s"d M.AII.ING ADDRESS: j � l�7� Z�1.� �- N� CITY: r t�,N.,oyrt- ZIP: S S `(`�� ST�TE LICENSE: # 1�� I�l d S?S C�1 V( ARCHITECT/ENGINEER: �di.�. (�-�.y PHO�IE: �'Z -�� !,'�`�� MAII.,ING ADDRESS: S.� �;g �,b�- CITY: ZIP: NA.IIE: REGISTRATION# TYPE OF WORK: New Addition � Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED`VORK(describe in detain: ��#�a-�– �- ti'�-�-� Q-e�n�*µ, 3�.��tr�,..,�e.��ks� !. i.,-�� liexrw- 4✓ f�oc�w�-� �v�cr.,,_,wd� , STORIES: 2– SQ. FEET OF EACH FLOOR: T'� `-r� � . T. D G I� NO. OF BEDROOMS: I GARAGE STALLS: AT �� s�� ESTLI-IATED CONSTRUCTION VALUATION (excluding land): $ 1 I hereby apply for a buildin� permit and I acknowledge that the information a accurate; tl:at the work will be in conformance with the ordinances and codes of the City and witti the State Building Code; that I und"e3stand this is not a permit and work is not to start without a permit; and that the work wilI be in accordance with the approved plan. APPLICAI�iT'S SIGNATURE: �� DATE: `� �S �-3 NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 5 Sec.13.04 RIGHTS OF SIJBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in ihis section. Subd.2. Information required to be given individual. An individual asked to supply private or confidencial data concerning hiuytelf shall be informed of: (a)the purpose and intended use of the requested data within the collecdng state agency,poliacal subdivision,or stacewide system;(b)whether he may refuse or is legally required to supply the requested data;(c)any lrnown consequence arising from his supplying or refusing co supply private or confidenrial dara;and(d)the identity of other persons or enaties authorized by srate or federal law to receive the dara. This requirement shall not apply when an individual is asked to supply investigacive data, pursuant to section 13.82, subdivision 5, to a law enforcement officer. "Ihe commissioner of revenue mav lace the notice re uired under this subdivision in the individual income taz or ro ertv tax refund instrucrions inscead of on those forms. Subd. 3. Access to data by individual. Upon tequest to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals, and whether it is classified as public,private or confidendal. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any char�e to him and, if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the priva[e data and informed of iu meaning,che data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this secaon is pending or addidonal data on the individual has been collected or created. The resporuible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authoriry may require che requesring person to pay the actual cosu of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays, if immediate compliance is not possible. If he cannot comply with [he request wichin that time, he shall so inform the individual, and may have an addicional five days within which to comply with the request, excluding Saturdays,Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contes[the accuracy or completeness of public or private daa conceming himself. To ezertise tivs righc,an individual shall nodfy in writing the responsibie authority describing the nature of the disagreement. The responsible authoriry shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to nodfy past recipienrs of inaccurate or incomplete dara,including recipienu named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determinaaon of the responsible authority may be appealed pursuant to the provisions of the administraUve procedure act relaang to contested cases. DATA PRIVACY ADVISORY In accordance wich N1.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under hf.S. 13.04 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Address Ciry State Zip Phone I understand my rights as stated above. -- _ �� Signamre ` , � 6 ♦ , • CHECK OFF LIST FOR ISSUANCE OF PERMITS � FOR OFFICE USE ONLY ADDRESS OR LEGAL: �ao �iv2T-ri i4Km �2 PID: DESCRIPTION OF WORK: A ao�r�d n� ZO.vI�ti G REVIEW BY: DATE APPROVED: 1 I- S- �3 BUII.DING REV�`� BY: DATE APPROVED; i I - � - 03 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ,� No PLAi�I REVIEW Yes �/ No SEWER CONNECTION STATE SURCHARGE Yes �/ No WATERCONNECTTON INVESTIGATION FEE Yes No ✓ PARK FEE SAC Yes No ./ STTEINSPECTTON Number of SAC-Units OTHER (specify) ZONING CH�CK LIST Zoning District: �. Fire Department: Post Office: School District: L,ot Area: Sq.ft. Acres Width Depch Survey Submitted: Yes� No Date of Survey: 9- i'7- 8 I Proposed Setbacks: Front (Lake): `�0�"� Right Side: � 5 O� �' Rear (Street): I 2"l� ±' Left Side: 15� � Adjacent Structures: A-r�1c►-+�t,� Netland: N//g Building Height: Def. Hgt. v•k Peal:Hgt. ' L,ot CoveraJe: N �A Grading: Staff Approval Date: — By: Council Approval Date: Septic: Staff Approval Date: — By: Zoning File: # — Resolution: # Resolution Date: Shoreland District: y C 5 Avg. Setback �/�9 Bluff Setback: /y�A LotCoverage: c� /< Existino Proposed a Hazdcover: 0-75' 75-250' 250-500' �.3'7 �'3 500-1000' Hardcover Variance Required: Yes No�_ Date of Council Approval: REMARKS (in house): 7 , . � BUII,DING REV�W CHECK LIST �C� ��3 CONSTRUCTION TYPE: YIJ _ Sq Footage $Per Sq Ftg Basement x _ lst Floor x _ 2nd F1oor x _ Gazage x _ . z = TOTAL Fstimated Construction Value: $_z p�p p� �o Inspections Required: `Vork Requiring Separate Permits: Site _�Plumbing Fire Hardcover Removal e( Mechanical Water Conneccion �. —�FO°��g � Septic Sewer Conneccion __�Framing Fireplace Lawn Irrigation �_Insulation (Masonry) Other _�Wall Board (Mfg.) Well (State Permit) _�Final Grading/Filling _�Electrical (State Permit) Other REMARI�.S(I'i�1 HOUSE): --- ---- ------------ ---------- --------- REVIEW BY OTHERS: DATE: Access: Ezisting New Access Approval: Date By: - _------------------ ------------------ ---- REMARK.S (TO BE NOTED ON PERil�1I'1'); 8 . . HARDCOVER CALCULATION WORKSHEET `��` �� "�-'� �� ' , SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' ��, 500-1000�� EXISTING HARDCOVER IN ZONE �, A. House S� x -�- � _ � Y �� S.F. � Length , , Width �I l 1 �' x �� _ � �`1 S.F. _�' x = S.F. x = S.F. B. Garage�� x = S.F. �vtc la� C. Driveway .� `l x � � _ ��/ � S.F. � �2;�� °� � � x 20 = 1 � �-� S.F.� � --' '�i 2�� S D. Sidewalk a- I Z x � = 9�, S.F.� �'�r'� x = S.F.� E. Patio/Deck �=Y'r� i-� x = 2-S� S.F. '-J ��.'r 1"Z x � _ % ,� S.F. � 1 F�=F,�� d� � ��p� �J F. Landscape � x = S.F. Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other � x � ' _ -5�-� S.F. ��) � _. � � � TOTAL HARDCOVER IN ZONE - � �,� S.F. A �� TOTAL PROPERTY AREA IN ZONE - '/ 7 �o� S.F. B A �r �Or - B �> 5 S<�"I x100 = � �� 7 % PROPOSED HARDCOVER IN ZONE A. House S3 x �.7 = / `�-� � S.F. Length Width < � x = 0 G� x �l = l ` � S.F. '�� ' =�`i x 2 = �.! 6 S.F. T� �� B. Garage �' � x = S.F. C. Driveway 3 `� x � -� = S`/� S.F. � � " �' x ;� � _ /l 2� S.F. , D. Sidewalk �2 x y = � Z� S.F. �''F�� 1 � _ ' . ��.;� �� ,,;- �� z x i � r ' . S.P. E. Patio/Deck f`` �� 'd �� x r= _ �Q,� S.F. ��-� �� N.�ti 6 x A � _ ��f� S.F. l4a�CJ �.� -�� /v u� � F. Landscape �^`�` , x ! = 9� S.F. rJ p,,' ' Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other z = S.F. TOTAL HARDCOVER IN ZONE - ��='o S.F. A TOTAL PROPERTY AREA IN ZONE - �� S.F. B A � � a — B �� T o�/ x 100 = k'.3D % 24 �� V�� A-1 -T,,.B,.,,,m,,,,e.,o�.;"►��,� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 Uaer 1 10/29/200311:58:19 PM �, �v�:,.,0.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member SFope:0112 Roof Slope0J12 1 2 � � 6 5•4 � Atl dimensions are horizontsi. Product Diagram is Canceptusl. LOADS: Analysis is for a Drop B�m Member. Tributary Load Width:4' Primary Load Group-Roof(ps�:35.0 Live at 115%duration,15.0 Dead Vertical Loads: _ Type Class Llve Dead Location Appllcatlon Commerit Pant(Ibs) Roofi(1.1� 2100 900 1' - SUPPORTS: Input Bearfng Ve�l ReacNons(Ibs) Detall Other Wldth Length Llve/Dead/UpliftlTotal 1 Stud wall 5.50" 5.50" 2173/947/0/3120 By Others None 2 Stud wall 5.50" 5.50" 673/304 1 0/977 By Others None -See TJ SPEC�FIER'S/BUILDERS GUIDE for det�ail(s):By Otliers DESIGN CONTROLS: Manlmum Design CoMrol Control Locatlon Sh�r(Ibs) 3051 -724 1596 Passed(45%) Rt.end Span 1 under Roof loading Momer�t(Ft-Lbs) 198.9 1989 3833 Passed(5296) MID Span 1 under Roof bading Live Load Defl(in) 0.018 0.156 Passed(U'999+) MID Span 1 under Roof loading Tdal Load Defl(in) 0.027 0233 Passed(U'999+) MID Span 1 under Roof bading -Deflection Criteria:Specified(LL:L/360,TL:LR40). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8'o%unless d�ailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allornrable sh�r skess(Fv)has r�ot been i�sed due to the p�eritial af splits,checks and shakes. See NDS fw applicability of inct�se. -Analysis besed on vertical loads only and assumes structural supports as noted in the input. A�oal loads are not c�sidered in this analysis. -Malysis assumes continuous member. Lap joints,splices and finger joints signficantly reduce member performance and have not been c�nsidered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Consin�ction Resufts Spencer Sanken South Side Lumber Co P.O.Box 178 Rogers,MN 56374 Phone:7Gi428-4112 Fax :76:i428-2971 Copyriqht 0 2003 by True Joiet, e Weyerheeuaer Bunineae �•�,�� /4-1 7 ,.,o�.,,.,`�,� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 � �2 �«:�.�� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �DDITIONAL NOTES: -IMPORTANT! Ths�rsis prese�ed�outptd trom soflwan dov�eloped bq Tnis,laist(TJ). TJ�the amrp ofi ds produds by this aoAw�e wip ba a000rt�l'�shed'm acoadarxe wilh TJ pod�xt desi�n�and cods axepled dssi8n va�ea- The sped�c P�vduct eppNc�on,i�t d�n bads,�d ataEad�rnensions ha�re been prarided by the so�s c�er. This out fxd Nas nd been review�ed by a TJ/�oc�ab. -Nd aN products ara rea�ly avaiable. Check with ycxir auppGer a TJ tecFrticd repre�e�Rive br prod�xt ava�'�r. �oW sawn hirt�bar�ysis is in a000rdenoe w�h 1997 NDS meU�odoloBY ard is aolelY P��►P�P��. Pro�n kmitations and ae�unptlor�s about tlus�alysis are ava�ebls tl�uou8h the solMrare"a On-Ina Flelp. Trus Joist do�not vrarrant the ar�alysis nor the per�onrrence of aoNd sawn Mxnber meberi�s. -11Nowabb Stress Deeipn metl�odologr was used for Buildirp Code UBC ar►dy�p the aoNd sawn kxr�ber rt�aterisl 6sted aboti�e. -Nde:See TJ SPECIFIERS/BUILDER'S GUIDES iar n�ultiple ply connection. Ooeraeor No�es: Wu�do�w op�up to 5-5'wide aupporting 267 Girder Tniss Jadcs �ROJECT INFORMATION: OP�RATOR INFORMATION: Cor�shuction Resuks gp� �� Soulh Side Lumbar Co P.O.Box 178 Rogers,MN 56374 Phons:763-428-4112 Faoc :76�428-2971 Copyright O 2003 by irua Joi�t, a ilayerheauser Husinesa �.�� . �, Tr.�n a,o�.,N,m .,00�� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 u..r, ,o►�ooa,,:so-�oaM Aw.� �.v«.�:�.�0.9 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 9' 6.00" ^ Max. Vertical Reaction Total (lbs) 3120 977 Max. Vertical Reaction Live (lbs) 2173 673 Required Bearinq Lenqth in 2.57(W) 1.50(W) Max. Unbraced Lenqth (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) -34 -223 Max Shear (lbs) 925 -282 Member Reaction (lbs) 925 282 Support Reaction (lbs) 947 304 Moment (Ft-Lbs) 602 Loadinq on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Roof Desiqn Shear (lbs) -133 -724 Max Shear (lbs} 3051 -909 Member Reaction (lbs) 3051 909 Support Reaction (lbs) 3120 977 Moment (Ft-Lbs) 1989 Live Deflection (in) 0.018 Total Deflection (in) 0.027 PROJECT INFORMATION: QPERATOR INFORMATION: Co�on Rewks gp� � Sot�th Side Ltrriber Co P.O.Baoc 178 Rops�s,MN 563/4 Phons:763-428-4112 Faot :763-42�2971 Copyright e 2003 by 2rus Joiat, e UeqerMeuaer Buniaaea �� A T�a,o�.,`�N„�,� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 �� «��°:a� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED IIIlember Slope:OJ12 Roof Slope0J12 1 � 10'6" ' Aq dimensions sre Aorizontal. Product Oisyram is Conce�l. LOAD3: Armlyais is tor a Drop Beem Men�er. Tributary L.a�d Width:5 Pr�nary Load Cxoup-Roof(pe�:35.0 Liv�e at 115%duration,15.0 Dead SUPPORT3: Mput B�arinp Vertical Reacdons pbs) Detail Olher MYIdlh Lenptli LlverDeadlUplil'f!1'a�l 1 Stud wedl 5.50" 5.50" 1103/503/0/1605 By Otl�ers None 2 Stud v�l 5.50" 5.50" 1103/503/0/1605 By Others None �ee TJ SPECIFIER'S/BUILDERS GUIDE for demil(s):By Ofhers DESION CONTROLS: Maximum Desipn Controi Control Locatlon Stteer(�) 1503 -1729 15.96 Passed(7796) Rt.end Sp�1 under Roaf londing Mome�(Ft-Lbs) 3696 � 3833 Paseed(9696) MID Sp�1 u�Root bading Live Load Defl(m) 0.172 0.328 Passed(U68� MID Sp�n 1 under Roofi bading Tdal Loed DeFl(u�) 0.250 0.492 Passed(U472) MID Span 1 under Roof bedir►g -Deflection Criteria:Spec�Fied(LL•Ud60,TL:L240). -Bracing(�u>:nu oompression edges(eop�d bcaom>must be bracea ak z 8"dc�detailed a�. Properat�uner�k�,a positior�ng of�_ Dracing is requued to acteev�e metriber stabil�y. -The allo�able shear stress(Fv)has not been i►xxeased due to the po�ential af spl�s,chedcs ard shakes. See NDS for app�abil�y of irxxease. -fv�rsis be�ed on v�eKic�loeds o�r�d as�xr�es stnx�ural aupports as noted in the inp�. /1�aael lo�aoe not cor�sidered irt tFas�alysia. -Ar�ysis assurrbs contiraious rt�embe�. L.ap l�:��1�"��Y recJ��ce membe�pe�'tortnenoe an�have nd beerrcor�aidered:-_� -D�i�gn�sumae adequa6e�iate�l support of the cortipression edge. �w�mowu.Nores: -IMPORTANT! The ar�lysis preeented is ot�tpt�irom software devebped by Trus Joist(TJ). TJ�the saing of�a products by this soflware w�be accornp�ahed'a�axoNence wdh TJ prod�x�desi8n cxiteria and code aoc�6ed deeign values. The speafic P��,�P��9�� sFa�ed�henre been provided by tl�e sa�re ueer. This o�has nd been reviewed by a TJ F�oc�ate. -Nd aA produds are readily ava�7able. Check w�h your supplier or TJ tecta�ical repr�ve for produd availability. -Sofid sawn Nxnber�mlysis is in axordanoe wdh 1997 NDS metl�odology�d is solely pres�ted for comparison purpoees. Progrem limi�ations and assunptions about thia ar�alysis�e available tFvough the so�a►e's On-line Fielp. Tnis Jast does r►d warrar�t the andysis na the pertorrr�ance oi so6d saam kmber rnaterials. ,ANa�able Stress Design rt�etliodology w�ueed for Build'mg Code UBC�the soNd sawn lumber rt�ateriel�abov�e. -Ncbe:See TJ SPECIFIER'S/BUILDER'S GUIDES for rrn�tiple ply oonnection. Oosra�tor Notes: 1Kx�dew openings up to 95'wide supporting 6'Tniss Jadcs PROJECT INFORMATION: QPERATOR INFORMATION: Car�strudion R� gp� � So�h Side Lumber Co P.O.Baoc 1 T8 Ro�ers,MN 56374 Phone:763-428-4112 F�c :763-428-2971 Copyriqht O 2003 by Trua Joiet, e Weyarhaeuser Bueineaa �.,��,� � . A r.►��,a+o�`��°`.�`�� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 �"�.'_ �«'.�'��o.� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 9' 10.00" ^ Max. Vertical Reaction Total (lbs) 1605 1605 Max. Vertical Reaction Live (lbs) 1103 1103 Required Bearinq Lenqth in 1.50(W) 1.50(W} Max. Unbraced Length (in) 32 Loadinq on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 385 -365 Max Shear (lbs) 471 -471 Member Reaction (lbs) 471 471 Support Reaction (lbs) 503 503 Moment (Ft-Lbs) 1157 Loadinq on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Roof Desiqn Shear (lbs) 1229 -1229 Max Shear (lbs) 1503 -1503 Member Reaction (lbs) 1503 1503 Support Reaction (lbs) 1605 1605 Moment (Ft-Lbs) 3695 Live Deflection (in) 0.172 Total Deflection (in) 0.250 PROJECT INFORMATION: OPERATOR INFORMATION: C.onstruction Resu�s Spenoer Sanken South Side Lurnber Co P.O.Baoc 178 Rogers,MN 5ai74 f'hone:763-4ZB-4112 Faoc :?63-42�2971 Copyright O 2003 by Trus Joist, a ttsysrha�user Bueinesa �..��,� . B T.�.�,�a,o�"�°'°�� 2 Pcs of 1 3/4" x 81/4" 1.9E Microllarr� LVL u..�, ,or�a►1aoa,zo.:,e� �� «��.�a$ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Illember 51ope:OH2 Roof SlopedVl2 1 . , + '�O�� 1 Ap dimensions are horizontal. Product Dis�ram is Conceptuai. LOADS: n��wr a�ee�,M�. r�y�o�d w�nr,:�z Prirnary Loed Group-Roof(ps�:36.0 live at 115 96�radon,15.0 D�d SUPPORTS: Input Be��np Ve�Readlons pbs� DetaN Other YYIdTh Larqfh LIvNDeadlUplifftTo�al 1 Stud waY 3.50" 3.50" 2205/992/0/319� L1:Bloclag 1 Ply 1 3l4"x 91/4"1.9E M�m�LVL 2 Shd w� 3.50" 3.50" 7Z05/992/0/3197 11:Blocldng 1 Ply 1 3/4'x 91 M"1.9E Micxdlert�LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIC3N CONTROLS: Maximum Desipn Control Cakrol La�tion SF�er(Ibs) 309� -2550 7074 Pa�ed(3696) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 7868 7�68 12884 Pasaed(61%) MID Spen 1 urxier Roof loac!'mg Live Load Defl(m) 0.251 0.339 Pasaed(U487) MID Spen 1 urxJer Roof loeding Tatal Load Defl(n) 0.363 0.508 Passed(L/�i6) MID Sp�1 urxler Roaf bading -De�lecfion Criteria:Specified(LL•LI.�60,TL:LI240). 'B�acirp(Lu):AN oompr�sion e�ges(toP�d battorn)must be braced�7 8'dc unless detailed othervrise. Proper a�adxrient and po�tioning-of� brac�r�g is required to achie�u�e member stabiNty. -Design asswries adequate coMwuious I�eral support of the oompre�sion edge. no�mowu.No�s: -IMPORTANT! The a�yais presented is otRput from aoRware dev�eloped by Trus Joist(TJ). TJ�the smng of its produds by this aoRware wiq be a�F�ed in accordar�oe w�h TJ product deaign criteria�d code acoepEed design valu�. The speafic Produc�ePPf�ort�inPut d�i9n loads,and sta�ed dimer�sior�s hav�e been provitJed by the softvrare user. Tttis otdptR has nd been reviewed by a TJ Aaeociate. -Not aN produds are r�ea�ly ava�able. Chedc w�h ycxir supplier or TJ�repr�enta�re for produd ava�ebi�ty, THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. /1Naw�bte Stress D�ign metl'wdobgy was ueed for Building Code UBC anayzing the TJ Distribution produd NsNd�ove. -Note:See TJ SPECIFIERS J BUILDER'S GUIDES for mu�iple ply connection. Ooerator Notes: Window opening up to 10'wide supporting ZO'-0"trusses with 24"Over Hang PROJECT INFORMATION: OPERATOR INFORMATION: Construction Resul�s Spencer Sanken South Side L�Co P.O.Bwc 178 Rogera,MN 56374 Phone:763-428-4112 Faot :763-42&2971 CopyzigAt O 2003 by True Joint, a Ksy�chaewer Bu�iaeen Miccollmil in a rmqi�tered tcadmrk of Trw Joi�t. � � g .�� ,,.��,a,o�`��,�oo�`�'� 2 Pcs of 13/4" x 91/4" 4.9E Microliarr� LVL a�z '��.v«r'��:��a� THIS PRODUCT AAEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 10' 2.00" ^ Max. Vertical Reaction Total (lbs) 3197 3197 Max. Vertical Reaction Live (lbs) 2205 2205 Required Bearing Lenqth in 2.15(W) 2.15(W) Max. Unbraced Lenqth (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Desiqn Shear (lbs) 791 -791 Max Shear (lbs) 960 -960 Member Reaction (lbs� 960 960 Support Reaction (lbs) 992 992 Moment (Ft-Lbs) 2441 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Roof Design Shear (lbs) 2550 -2550 Max Shear (lbs) 3095 -3095 Member Reaction (lbs) 3095 3095 Support Reaction (lbs? 3197 3197 Moment (Ft-Lbs) 7868 Live Deflection (in) 0.251 Total Deflection (in) 0.363 PROJECT INFORMATION: OPERATOR INFORMATION: Construction R� Spencer S�icen SotAh Side L�Co P.O.8aoc 178 Ropers,MN 56374 PFwne:7Gi�428-4112 Faoc :763-428-2971 Copyright o 2003 by Trua Joiat, a Meyorhuua�r Busineaa Tlicrollamo ia a rsgiaterW trad�setk of Trua Joiat. ! 5�o ,tJar� •Qr�, Or Certificate or Su.,-vey for N.:chsel Li:nanschloss of iract C, :�egistered L:nd St:rve,;� ?d�. ;24 ar.d Cutlot A, V1Ct0:'_3 Estates Henne�.in County, 2•:ir.nesota 2°'°AA o� $_�'.� N o�1E ., �� a� ��- �^^r' `'� � , .o '-� �- � � Lti � ??r�� ` <+..ra =� ' ^ o � o, \ �d• '��. 50`�>.-. . �=> �.� a �9'� ti r '�9 0�U �� a�- •! �/ _�4,� , . r �9 � ��\ �� '✓� _ W` � ,l � i� �1 Z ��O� ��X \ ��J'�. O� 1 .f� ^ O � �� j�_ �0. �� ti � `'c � �g�+1� I !�ereby certi�,y- that this 0 s : � ' � �o_��- a is -: trLa_ a:�d �orrert repre- �� ser.tatien of a :ui-�,-e;� of tne � `bc1L��aries of Tract C, ��isterec � I�nd Surve� �;�. 92L,, f ilas of t::e �� ^��^ y :tn�istrar of''iitics, Ccur.ty- of'�.ennepir., _ �� en� Cutlot ;, "icto:ia �states ar_d t::e �, ` 51�` �L�� ,;;?�:� ��,� loc�tion of an existir.E ho�,:e. It does � A•3�t i�{�3�4'rJ Aao�no� not �urport to show other inprcve;�e^ts y�;��'1,�--,- r�° s_�,'��,�„��.;^ or e-cro�:cii:zer.t� ❑ �� ,y, ��_v ��r=(ii . .._. r..,. �, �� ' �.. yP �,^� ❑ DI�t+} �'r,-�''!;T: BY \ DATE --i�'�=°� � � . �c�Ie: 1" = o"' Gc;t•don it. Coffi:� Re� t;�. 6064 I1ate . �3-17-�1 i�:rc �u:-�ve;;or �nd :1ann�r o . Ircn .^�,r}:er :.,on� I,�ke, 2•:ir.nes,clr_ �� DATE TIME CITY OF ORONO CALLED IN � � I Z. O� INSPECTION NOTIC SCHEDULED =LI� 3�� PERMIT NO. 4'��' COMPLETED ADDRESS �C�G P�; . ��1�'� '�� . OWNER CONTR. —�r �l,� �-�i�.�}� TELEPHONE NO. � " �' �� a�a - S c� 5� � rAIPTION ��r�N�-� OOTIN^G 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 OEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOH TO MEET YOU:�YES_NO v�, COMMENTS: � W a j " o �� ' �� a � 0 � W � Q � z W � W � � G i W� �7 WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION�SSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next'ns�ection 24 hours in advance. (952� 249-4600 OwnedContra�t�si 6, L Inspector. �� White Copyllnspector's File Canary CopylSite Notice �� % � DATE TIME CITY OF ORONO � CALLED IN � INS�ECTION NOT �� ,_ SCHEDULED / �_ /O�f �I PERMIT NO. COMPLEfED ADDRESS � ��C'' � R � rM /�� . OWNER CONTR. S � � YJ � TELEPHONE NO. �.�' � � �� '�� --- � DESCRIPTION �T I �-�'n�-�� - � 01 FOOTING 11 MECHANICAL RI � 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES NO � COMMENTS: � W � � � O >. � O � W � Q � 2 W � W � � d W� O WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�0 OwnedContractor on site: Inspector. � - � ti '`� White Copyllnspector's File Canary CopylSHe Notfce �'`'' �, DATE TIME CITY OF ORONO CALLEO IN 3%L�/n}/ INSPECTION NOT CE SCHEDULED -�'/��`''/ // � �� PERMIT NO. C� �� COMPLETED ADDRESS � j 7'Yl � OWNER CONTR. �G77'1!.� �� S��S TELEPHONE N0. ��-l� �/�, • � � � ` �y�� DESCRIPTION oyG�'1i.�-�._.c.l�i vy) � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU• YES_NO � COMMENTS: � � a G� �. � J O � � O � W � Q � Z W � W � � O W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next i pection 24 hours in advance. (952) 249-46�� OwnedContr o si e: Inspector. = White Copyllnspector's File Canary CopylSite Notice � �DAT TIME " CITYOFORONO 6�fj� CALLEDIN `'�"�� INSPECTION N C SCHEDULED S 2'D a,7?OD PERMIT NO. COMPLETED ADDRESS SOD /��j'��,�1''/'�'I � OWNER CONTR. Cb)td�/L. TELEPHONE NO. � �Z L��-- 36�I�2 � DESCRIPTION r — �� l� 01 FOOTING i t MECHANICA 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP r09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � a � J O >. � O � W � Q � 2 W � W � � a W� ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 24 hours in advance. (952� 249-46�� OwnerlContract s' Inspector. White Copyllnspector's File Canary Copy/Site Notice ✓ DAT TIME CITY OF ORONO bQo� CALLED IN �/-2 -0�f INSPECTION NOIIC�E�(�`�. SCHEDULED __� /l� U7J PERMIT NO. (,O l�'T!T COMPLEfED ADDRESS `�OC� )a�e.T� �2�VI ��2 OWNER CONTR. C.Ov��YYuLfiU�l f�Svl f� TELEPHONE NO. L..Q I� ��Po� �lD C/CP � ON � �- S-I-P� � 1 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 0 13 MECHANICAL FINAI 19 LAKESHORE/WETLANDS O03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL B�• 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O � � O � W � Q � W � W � � O W� WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p PHOTOTAKEN INSPECTOR W{LL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR O INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next i spection 24 hours in advance. (g52) 249-46�� OwnerlContra sit : Inspector. White Copyllnspector's File Canary CopylSite Notice