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Home My WebLink About2009-00834 - addn/remodel/repair 1 � � „ CITY OF ORONO PERMIT NO.: 20o�-oos34 � 2750 KELLEY PARKWAY � ORONO, MN 55356- DATE ISSUED: 12/02/2009 952 249-4600 FAX: 952 249-4616 ADDRESS : 1978 SHADYWOOD RD PIN : 17-117-23-24-0026 LEGAL DESC : SHADY-WOOD : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 105,000.00 NOTE: SEPERATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,ELECTRICAL(STATE) ADVANCE PLAN REVIEW FEE COLLECTED 2009-00833 $706.39 1 U18/09 APPLICANT pERMIT FEE SCHEDULE 1,086.75 PETERS,BRIAN STATE SURCHARGE(VALUATION) 52.50 1978 SHADYWOOD ROAD TOTAL 1,139.25 WAYZATA,MN 55391- PAID WITH CC# 5425 OWNER PETERS,BRIAN 1978 SHADYWOOD ROAD 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 sepazate permits. All provisions of laws and ordinances goveming 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 1 SO days of the date of issuance,or if consVuction 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 con an ' the State Building Code.This permit may be revoked at for ause. / � � /� � � � �� w / / Applicant Permitee Signature Date Issued By Signa e Date SEPARATE PERMITS REQUIRED FOR WORK OTHER T DESCRIBED ABO . . �► , � � "' � ��/• � °� City of Orono -� � ` Building Permit Application for New Structures or Additions Mailing Address: Permit number: �DD 9 —OD�'.3� g,�� PO Box 66 0 t:\ Q Crystal Bay, MN 55323-0066 Date received: ��-19- 0 9 ��4:�•�;` s,J Street Address:' Received by: c(J G�� t;_ �,,.,� � ��'�M- ti �, ��p.�,� G� 2750 Kelley Parkway Pian review fee: c��d�}—�O �3 3 L�xESHo4'� Orono, MN 55356 T� 3 g, d 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: I � �7� 5��_c;_�,� �,�1�e� �'� Will this be a Parade of Homes, Remodelers Showcase ome or other Display Home? ❑ Yes '� No If yes, a special event permit is required with Police Department and City Council approva!60 days prior to the event. Shuttle bus service wi/l be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMA ION: Name: __��,^ ��<r�_S ��- Lynn�_ �m-rs State License# (�d .�- Expiration Date: n dt Phone: �j,S,�- y i 5-- 7�-I '� (office) (�f 2-- ;�.,'�f� - �4�,�. (cell) Mailing Address: / 6„ % f-�„ Cit : , 7n � ZIP: - Contact Person: �,�h �f� Applicant is: Contra �or Homeo � (�irc�e one> Email and/or Fax: h��,�S v;��_�E� PROPERTY OWNER INFORMATION: Name: �r�c�v`. �F�-�✓� Phone (day): �,1Z— -�.40 - �`I�.�► Address: 'r- / Cit : %� ZIP: Email and/or Fax _�e.��,�; %G �n C`n�. C'_�rr► ARCHfTECT/ ENGI ER INFORMATION: . Name: ��1.;n��r..� �.:--.c� ��:�.�i�. Phone (day): ��3 - 7��; -, y��;�y Address: � U� �-,._� }�w."�-� 5� # /C S"" Cit : y - �.r_..;.��' ZIP: Email and/or Fax: _�r �� ( E�,�,� , L;;;�� PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply ❑ New Construction ❑ Single Family with f�Residence ❑ Addition attached garage ❑ Garage/Accessory Bldg. (� Public Sewer ❑ Accessory Building ,� Single Family with ❑ Deck ❑ Reloca(io�n �) R � , detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: s eci � E ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage �'Public Water '*Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial ❑ 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.or Estimated Construction Valuation (excluding land) $ �'�� d�� Last Updated: 9/29/2009 - 17 - , � . STRUCTURE INFORMATION: I 1. Structure Dimensions 1. Structure Dimensions (continued) 2. Type of Construction a. Length (ft.)= 3'1 � � '� Number of bedrooms= � �Wood/Frame b.Width ft. = 6 � �� Q Masonry ( ) � Number of gar�e stalls: ❑ Metal Attached = �� ❑ Pole Bldg. Areas in square feet Detached =� ❑ ICF c. Basement= n �� ❑ On-site Prefab ❑ Off-site Prefab d. 151 Story = / �J „� ❑ Other(please specify): e. 2"d Story= 11 '� f. '/z Story = P1� �- g. Total Area= �� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A plicable � ❑ Permit A lication � ❑ Pro osed Buildin Plans � ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form � ❑ Surve meetin all re uirements � � Stormwater Pollution Prevention Plan A ❑ Hardcover Calculation(s � Se tic S stem Site Evaluation Re ort � � Access Permit � Wetland Buffer Im rovement Plan � �l En ineered Plans for Retainin Walls 4 feet or above �. ❑ 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 appfication being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • 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. � � ApplicanYs Signature: �,�w T'��-- Date: `�� Last Updated: 9/29/2009 - 18 - � , . , ► , � Plan Review Checklist for New Structures / Additions Address/PI D/Legal: _ � r�O ��/� c� ''C GJADCI Description of work: Septic review by: Date Approved: � �"� �� e( Zoning review by: Date Approved: � Building review by: � Date Approved: � Z -Z- o� Grading review by: n�(/'� Date Approved: Zonin ile#: Resolution#: Resolution Date: ` Zonin District Fire De artment Post Office School District ,. Zoning: Lot Area: SF/AC Width: �'b�epth: Survey Submitted: � Yes � No Date of Survey: Pro osed Setbacks ` Front(Lake) R�r(Street) ( N S E W ) ( N S E ) Other Buildings Wetland Side gi �. Building Defined Height: Building Peak eight: #of Stories Ok?: � YES FOR A BUILDING WITH A BASEMENT OR CRAWL�PACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basemen oor/ rawl START the distance between the slab and the highest space floor and the highest roof peak, �top of WITH roof peak,the top of the cornice of a flat roof, the cornice of a flat roof,the deck li of a\, the deck line of a mansard roof,or the mansard roof,or the uppermost int on a roJl� uppermost point on a round or other arch-type or other arch-t e roof roof SUBTRACT half the distance between t highest window and SUBTRACT half the distance between the highest window hi hest roof eak of a i ed roof and hi hest roof eak of a itched roof SUBTRACT the distance between e basement flooN crawl AD .� the distance between the slab and the highest space floor and the ighest existing grade within '�. existin rade within the foundation the foundation or 0 feet, whichever is less. EQUALS Defined buildin hei ht EQUALS Defined buildi hei ht ��, � �\ Lot Coverage: �'� SF f"" �\ Shoreland Di ict MCWD Permit Received Avera e Lakeshore Setbac Bluff �� Yes � No O N/A ��,� Yes 0 No O Yes .'� � No � Yes 0 No O N/A � Permit Number: Setb�k: Hardcover Zones Existin Pro osed Variance Re uired CUP Re 'red 0-75' 0 Yes 0 No � Yes D ,No 75-250' Type(s): Type(s): 250-500' 500-1000' REMARKS (in-house): T)\� =(Z� � (Z��.,,�,�7 (J�� v -Z��I�� SSv�� Updated: 09/11/2009 z:\forms�plan review checklist.docx � � Fees to be Char ed YES NO � Perm�t,. :�: : , « , Plan Review 5tate'Surcharge Investigation Fee SAC==�V�Yriber:nT SAC:Units Sewer Connection �IllaterwCannection > .. .. . , Park Fee �S�te_�nspection•� � Other(specify) ^�Wl�scelia�reo�s�Fees � _ � Calculated By: S uare Foota e $ er S uare Foota e Basement X = $ 1 gt Floor X = $ 2nd FI00� X = $ Garage X = $ , Estimated Construction Value: $ JaSO�� Orono Inspections Required Work Requiring Separate Permits Required State Permits 0 Site Plumbing 0 Grading / Filling � Well � Hardcover Removal .�Mechanical � Fire J,i� Electrical � Footing � Septic � Water Connection � Poured Wall ,�Fireplace � Sewer Connection 0 Foundation Survey 0 Masonry � Lawn Irrigation 0 Radon Rock Bed �Mfg. �Framing 0 Other(specify) �'Insulation � As-Built Survey �inal 0 Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: � YES 0 NO New: � YES 0 NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:\forms�plan review checklist.docx New Construction Energy Code Compliance Certiflcate Pcr Nl l UI.S�tilding Crrtifiuta.A building uatilicatc shall be p�utnd in u pamencndy visiblc location insida �D.�Cerunnte Postcd buitding. The certificatc shall be canp►etcd by t6o builda and shelt Gst infortnatian and valuos of componcat� listed in Tab1eN1101.8. �aC6 y0U1' MaUlo�Addnss of t6e llw'diing or DwelNej Uek Cfa 1978 SHADYWOOD ROAD ORONO �ogo here N.me ofRs�ldrndal ContracWr \SN Ifcen.e 1Vumber HERMAL ENVELOPE RADON SYSTEM Typr.Ch�elt A�That Apply passive(Ao Fa») �. O y �', � Active(({'(th frm and mav�rnne�er or E= A � other•svsl�m movrilnring devicr) a � a b 7 v • :a F � � � m a. � � .� w '� d � 9 � < 21 t1� � C .� '� F. q 7 N 00 Insulation Location a .� z � � v p w w � � � °o .�' .� � � � � s � � m P- .9 z �. �. w w �'' ae ii: Other Pir;ise Describe Here Bdow Entlte Slib Foundation WaU Type In bcation:iMerior exteria or iMeprel Perimeter of Slob on Gnde Rim Juist(Fuundatiun) Type in bcallon:imedor exterior or Imepnl Rim Jois[(1"Floor+) Type in bcetion:interi«exle�tor a intepnl W all Ceili tiit Ceitin ,vaulted $a�Windows or cyndlevered yreau Bnous ruum uver a e Drscrlbe otherinsnlated areas Windows s Doors w or tooi6� Ducts Outsid�Condifionod 5 os Avera e U-Factur(excludes skyli hts and one door• )U: U.31 Not a licable,nll ducts lucated in conditionect ce Solaz Heat Gain Coefficient(SHGC): 0.18 R-value MECHANICAL SYSTEMS Mak�-np Aw se1�Cr a Typ� A one�s Hea Svstem Domestic Water Heater Coolin S stem Not r uired mech.code Fuel T e Passive Mannfactursr poa�eced Interlockecl with cahaust dcvice. Model DescnUe: Input in Capacit�•in Qutput in Other,descnbe: RaHn or Size BNS: Gallons: Tons: }{��Loss Hut Gain Lowlion of duct or a1•s'te�tt: Sqvctare'i Csicalated AFUE« SEER: HSPF% Calctilated Efficie� ' coolin load: Cfm's "round duct OR Meehonicd V�nfilaMoe Sysf�m "metnl duct )escribz any additional or combined heating or eooling systems if installed:(e.g,two ftunaces or au «�Air Seled a T,qpe urce hcat pump Wtith gas back-up hunace): Nut requirrxi per mech.cucie Se%d T e Passive Heat Rccover Ventilator(I-IKV) C cilv ui ctins: Low: High: Other,describe: Ener �Recover Vznlila[or(ERV)Ca ci in cfrns: Low: � h: Location of duct or system: Continuous e�ihaustin fan(s)rated c ciri in ctins: Location o1'f'un(s,describe: Cfae's Ca citv continuous�•entilation rate in cfms: "round duct OR Totnl ventilation(intermittent+cuntinuuus rate in eFms: "meuil duct Projeot:20axi8 Laoatloie:OVHD.CiAR.DOOR terry m�Qaetson / MuIU-Loaded Multi�Spen Beam 'S�PU�IC`l �p�� (200A lnternational Re�ider�fat C�de(2p05 NDS)] ..► 9t00 b�i�r�or�e st.ne ot (2)1.SINx11.251Nx18.34F7(2.2+'E4+?.2) �'�`"�~ �i�� ik2-b�ruos-Pine�Fir-Dry tJse Se�ion Adequate By:4.596 �rut�Ic Versbn S.Q.t00.0 t t/11/2009 9.�08:08 AM Factoe Motr�nt � •t.�nir�tions ara to be oo�nected to �nlrorm aanafer a�oeas a en members !� S�d Live Loed 0.00 1N!l8371 0.40 IPI U1763 0.00 IN U8370 Dead toed 0.00 in 0.04 n 0.00 in Tot�L,oad 0.00 1N EFDOb7 0.13 IN U1288 0.00 IM U�067 I.ive L+cad Defledion CrtEerW:iJ480 Total Load DNI�Eion Critaria:U�180 A � Sc � t.ive Loed 212 M� 289Q {b 29A2 Ib 212 9t Dead Laad �{68 b 1212 ib 1Z12 Ib -488 � Tatal L�d 256 H� 4�04 1b 4204 Ib 28S b Upl�t(1.8 F.S) -l83Z � 0 tb 0 (b -185�'2 Ib 0.00 i� 3.30 in 3.30 in O.OQ in Spen l�enyt� 2.17 ft 14 R 2.17 R UnbraoedL.en�gtlt-Top 0 ft 0 ft 0 ft �r i4K »� UnDreoed Letpth-SotEom 2.17 ft 14 ft 2.17 R LJMe load OtN�ia1 FBctor 1.00 Nabd� Q.00 un�orm uv.i.�oaa �oo pr zoo pr zoo� �_�� ur�fonn oea�a�oaa rs pt 7s psf 75 pf Bese Vait�es Besnl3e[f e��ess: �b= s7s � �r�� Yaaei urato� � � 2ag �r �g � Cd=1.00�0.9'S CFtL00 Shear Stre�: Fv m !36 psi F1/= 135 pai ' C�9.00 M�odt�us of Eta�tidty: E= 1400 kBi �= 1400 Icsi NNn.Ntcd.ot Et�fy►' E_trd�t■ 810 kai E mt�'n S10 k� Comp.-�to Grain: Fo-1= 426 pel Fv-y= 4� psi Cantrol�Morr� -418�tt m O�lelt support ot span 2(Cer�er Span) . Created by co�rlbir�ing aM tlead loada�d qVe loads on epan(s)1.2 Co�rtrol�np Sl�eu: 19721b . At a d�d from!eft eupport of span 9(i2ight$pan) cr�tad by oond�ir��aY ae�d loa�ana eve baas on span(s)2,s Cotrep�tisoas witl�required seations: g�d p,�o,� Sedion Maiutus: �.$8 ki3 63.28 h�3 Area f8t�: 21.91 in2 33.7�In2 lMOme�rd o�Gferde(deQedion): 136.88 i14 366.�R6 IR4 MortieM: �l86 R-Ib 43T4 R-ib ShQar. 1972 b 3008 1b P�'�� beiTy mild�et�n lAc�don:IOT WDW / Mt�loaded Mu�Span B�m S�P�C��C 4� 9100 beltimo»� (Z009 I��Eernatbor�el Buildir�Code(2�06 ND�J � (2)1.75 Ild x 9.251N x 7.a FT •''�'�� 7.9E Micrdlem-iLs�l Trt�Joist Sedfon Adequ�e By:82296 Stru(�ic Verslon 8.0.100A lQI2�00�2:2b:02 PM Pac�or.Defle�tion � •Lamir�atlons�e to be h� oonnec�ed 10 unitcrtn tra�fer of loeds tio ell membere S� lJve I:oad 0.07 W U1218 D�sd Load O.O:i bi Tolal Load 0.10 IN L1874 Live Loed Deflecdott Criberla:U,80 Tot�t L�oad DmBection Cn'�rfa:U480 �� Llve LAed 19Q0 Ib i980 m (�ad Loed 770 Ib T/0 Ib Tdttl Laed 279Q Ib 2730 !b 1.04 in 1.04 in � Span LenBth 7 R tk�xao�d t�-Top 0 ft �R Ur�xaoed[ra�h-8otlatt 7 R Live Loed Durotion Factor 1.00 Mobch Da 0.00 Sc�� 1.9E Mkx�d�am-ilevei 7'nis.lotst UnNomt Lhre 1.oed 58Q pr � Uniform Dead I.o�d 2SQ pM 6a�dtr�g s'�e�: Fn= �eoa a� �'= �ea � e�m se�rwe�M to pr f�1.00CFai.04 Tctai UnlOorm Laad 780 S11ear Sbess: Fv i � psl FV a 286 �i Cd=1.00 Modulus of Eba�dly: E= 1900 kst E'■ t900 ksl Cornp.-�bo(�ratrc Fc-1= 7S�D paf Fc--�'� ?fi0 psi GoMrolGt�Moit�nt: 4778 R-ib 3.8 R iran I�R sup�od of s�en 2(CeMer Span) Created by oombining aU dead loads and Gw toads on apan(s)2 Cor►tnolang Sha�: 2130� At a dfslsnce d trom IeR suppoR of span 2(Cermer Span) Ctee�ed by oort�bh�ng all d�d loads and N��e lo�ds on e�a�s)2 Canpa�s with reqWred�ns: B�SI Ei�JdSd� Sectlon Mod�s: 21.29 in3 49.9! in3 Area(��: 11.21 in2 3.2.35 ir�2 . Mort�of lnerbie(dstlodiai): 1 Z6.78 k�4 290.84 in4 �Aoment: 47781t-Ib 11204 R-�b �eaw. 2130 Ib 6i51 b e F1�OjACt.2AA738 Itlfldael�On / Locatlon:GRT.RM PA1'10 DR , 1 1 �P P��B�� Muiti.Laanea i�nuni�span eemm S��UGa1C4• 81w bet�no�est.ne a (�In�enmUort�8nUding Code(2005 ND3)] ••.,,.,..�'''"` b�sine mn 554� (2�1.75iNx14.�INx725FT 1.9E AMcropam-1LsvW Tnis Jotst Sacffon Adequste By:13.296 StruCalc Version 8.0.100A 11l�ar20081:0�7'i�M FacEor.Deffeotlon � 'i�aminafior�s ane to be vonnedt�d t0 de tNfomt tr�lsf�r of lc�ads to au mentbel�B � E,�re Load 0.08 IN LM873 oead�oeoe a.zo � 7o�al tAad 0.� IN t1543 Live Load DeBedion CrMeria:V480 TolaA Load DsAw�tion Cnleria:U480 � � � Li►�sl�d 1912 ib 4308 !b Qead L.oad 70t2 Ib 1787 lb Tota)L,oad 8924 Ib 3Q74 1tr Beari 3.4� In L97 In Span tengtlt 42.8 1t Unbraced t,�-Tqs 0 tt �2sa Uabraced i.enqth�Botb�rs 12.5 ft LMe tAA�d Duratlon Factor t.00 Plotch O.00 � �.�E MkroN�-(LAvel Tna.toiet thh�iform Lt�ree Laed O g1f �� tlnitorm O�d LAa�d 0 ptf 8ar�Str�s: Fb� 2600 pst Fb�= 2348 p�i 8e�m 3ett V1f�t 1S pit Cd>>.DO CF=0.8B Tafial Ur�fonn t�d 1S 811B6f 8�: �V� � � F1/_ � � r�`�s7.Qd �+00d�l11'It1@f QQ� AAO�Ius Ol EIas�CRy: E� 1900 kai E'= 1900 Icsi L!w@ EAfld 0� Con�p.�b Grain: Fo-1= 750 psi Fc..L�� 7gp �� Dead Load 7380 � Loc�io�t 2 R CatUo�beg Moer�eM: 16278 ft-Ib 20 Ft from iett suppost oi span 2(Center 3pan) lAad NtWnb� 40a 7l06t C�ted by oanbinkig d dsad loads e�NM fNe lo�da on sp�n(a)2 teft Lhre La�d S80�it Z00 pi( Coatroplr��►ear. 80411b �,�p�� 210 pN 75 plf At a di�noe d from left suppat al span 2(CeMar$par�) RtDM LNe Load $80 plt 200 pif (�ateQ by oombining aN de�d�and Ihoe loads on s�rf(�2 Ripht Deacf Lroad 210 plf T5 pM Loetd Start Q tt 2!t Co�r�isa�s wlth required secfions: $�d EL� L�d End 2 ft 12.6 tt Sectlon�Aodul�: 70.72 in3 114.�3 M3 � 2 ft i0S ft A�(Shea�: 42.32 k�2 �lrt2 Marrera o!'InertY�(deBeaifon): 707.09 in4 800.33 lt�l Momett� 78�78 ft-Ib 24258!t-Ie Sheer; 80411b 9G3101b Prajecl:2QS238 ta�ry mildoaleon / Locafton:SED 1/2 PAi'10 DR st�'ll � ��&�� Muitl�3pan Beam �B�C�•' 9100 bal�mon st.ns � (Z0001�errreUonal 8niidit�Code(2005 NQS)] •...,.'"'"'"� blane trin 55�46 (2)1.76tNxS.2StNx8.5fT 1.9E MiaroUatn-il.ev+el Trus Jo�et Sec�ionAdeq�teBy:18.496 SWCaIcVeraloa�8.O.t00.0 tOV2@J�092:19.�25PM Co Fac�oc DeflecUon � 'l�oa�s are to b� oonr�.�ted to un�am tran�ot t�ds to ai!meenbers �� l.Woe Load Q73 IN tJ784 De�d L�oad 0.05 to Tvael L,o� Q18 IN tlb68 I.Ive Load Oe�iioa Cd�eris:U48Q Tobal Load DaAection Cs�a:Ll4�0 8 � tive lAad 2040 Ib 20A0 p� Oe�l t:oad 808 Ib 808 !b 7ate)Lo�d 2848 Ib 2848 lb 8sari 1.08 1n 1.08 in S� Span Ls�tlt 8.6 ft Unbre�edl�-Tc� 0 it e.eA Unbraoed E�-8a�lo�t 8.S R Live loed Dutstion Fact� 1.00 Naboh 0.Q0 � lfiMbrm LNe LAnd 480 plt 1.9E I�aallam-il�rel Tr�s Joist tfi�orm Deab Lo�i 180 plt �'�BS � s�rn seffwe�nt �o qr e.natn�sa�s: �_ �eoo � �■ �a � roai uw�n,t:o�a grn cd=�.on c��.aa 3he�r Sb� Fv= �5 psi FV s 285 psi Cd■1.00 Moduhes o!EIe�cRy: E= 1900 I�si E'= 1900 Icsi Comp.1lo C3ra�n: Fa-1 s �yp p� F�_1�. ygp � Coatrct8np AAocraaC 8�2 ft-Ib 428 Ft from I�ft suPPat of s�2�Cet�ter SP�n) Croatad by oortd�Wrp aM d�d taeds and ilve toa�on spa�(s)2 Cor�ng 8l�: 2335 b At a�d irom�ight support of apan 2(Ce�ter Spen) Cteated by can�fitrg��I doed loa�and U�re lo�ds oot s�an(s)2 Canparisons wW�e�seq��ecdo� B�d E[5d�ffi! S�c�lOn Modulus: 28.96 u1R A�.91 Gt3 Ar+ea�(Stteai'): 12.28 k�2 3238�2 � M0111�t ot p�ia(da�ledion): !94,91 in4 230.84 h14 Momad: 6062 R-Ib 412Q4 ft-Ib Shear: ,2335 Ib 6i5! b �� Mt�l+o�ded�Mu��3pan Bsam S�!'li � ��0��° / CBIC�,� g�aohap�nwrest.ne a �20001�Merrredo�rel�u�d'rirq Ccde(2005 NDS�1 (2)t.75 IN x S25 M1 x 8.5 PT '+.+�""� bk�na mn 66449 �.�MicroNem•itavel Tnis Joist Sectlon Adeqtmte By:18.496 StruCelo Verston 8.0.100.0 1Q29P2008 2y&�PM CoMrdli Fac�or.Deflediot� S�l£t •tamir�lor�a ar�e to be ooeriectad to rovtde unitam hansier of bads to s1 rrrembers S� lhre EAad 0.13 IN I.lT84 Oesd Luad 0.06 �f Tot�load 0.18 IM U586 (.iwe E.o�OMection C�ar:U480 7atal Load Oelleotlon C�eria:U480 liwe load ?A40 Ib 204Q Ib pead�oad 80B Ib 806 lb Total laad 2648 !b 2848 Ib � I�euf 1.08 (n 1.08 !n S� Span Ler�th 8.5 R Unbraood Length-Top 0 R �� Unbraoed l.�ph-Boqpm S.S R !He Load Duat�n Fac�or 1.00 tVotCh 0.00 � lkiifonrl I.Ma l�ad 480 �If 1.�Microlletn-(LAvel Trus.bi�t Llniform Desd I.pad 180 ptf �,seKwe�n� �o � 6endtng sa�ss: Fb= 2soo pet Fb'= 2esa r�i rota�ur�orm t.oaa 870 Cd�1A0 C�t.04 3heet 3tre� FV= � psf FY= 286 psi G'd�1.00 Modulus at E�y: E= 1900 Imt E'6 1900 Ic�i COflip.�-t0 G�lix FO•1 w 750 �gj �..L: 750 Psi CoMrolBttg Mownert� 6062 tRlb 4.16 Ft from i�t$upport of sp�t 2(CeMar Span) Cs�eatecf by oon��g a!t dead loa�s amd Ave ba�ds on epan(B)2 Couholftng Sl�ar: �35� nt a�d rrom rf�M auppo�t a s�an 2(c�span) Ct�ed 6y oombh�all deed loeds and�ve loads ort�an(s)2 Campa�isot�s with teqWred�edbns: �,Q p� . Sec,�ot�Mod�dt�s: 28.98 En3 4A.9'! iK3 Mea(Shea�: 12.29 In2 3'2.98 trY2 Motrient of�(defleclion): 194 9! k�4 230.84 in4 Momertt: 6U�t R-!b 11204 ft-Ib Shear. 2335� 6151 ib � P�� terty mitdceEean �M�►sT.n�s�r� StPU t,, �,af��.l �I�annin8&dee[9� (2a091nte�artml euildinq Code(2006 NDsyj 9too ee�It�ore at.rre � (2)1 S IN x 5.51N x 5.O FT �.+r"�� bWne mn 854,8 #2-Spruoe�Pi�F'u-Dry Use Seotlon Adeqtrate 6y:66.096 StruGtc Veraborf 8.0.100.0 l4n812p0A 23�03 PM Cor�ollN�g Fador:bAort�rt LMe tped 0.05 IN Ul242 Dead Laad 0.02 En Tolal Load 0.07 IN Ll894 Uve t�d DefleoUon Cr�a:U48D Total Load OeR�ion Crt�ia:U460 � SOO lb 500 Ib (�ad t.oad t96 Ib 166 Ib ToC91l.�oad 696 Ib 896 Ib 0.56 in 0.55 irt S�� aR U�d 1�-Top 0 ft Unbraoed leng�-Bolbrn 5 R Live Loed DuraUon Fado� 1.00 Ndd� 4.0� Unlfam Uve t�oad 200 pl[ v�aro�m oeaa�oea �� pr #2-�os�Pine-fir Be�m 3eif WelgM 3 p!f Baae Vahies g�j� To�al Un{icrm Lasd 278 Berlc�rp�: Fb= 875 poi �b'_ !938 psi Cde9.00 GF�1.� S11eer 5hess: FV= 135 psi F1/= 1� pef Cd�f.00 Modulus of E�: E�+ 1400 Icsl E'■ 1400 Ics� n�r�.n�a.o�e�city: �,,,nu�= s�o � E mwr= 6so �� Comp.�to GraM: Fc-�-= 425 pei Fa-�� 425 pel Coattropir�Moene� 8�8 Rdb 26 Ft f++om(eR atpport�span 2{Center SP�n►) C�aEed by o�nbUdnq a�daed loads and itvo beds on span(s)2 Cont�oqing Shear. 570 Ib At a d�Oe d from felt auppat of apen 2(Cerder Span) Cr�sDeQ by oo�nblNng a�c�eed(oads and Ih�e bads on spen(sj 2 Compatisa�with raqttired�ectio� $�i E� Ssc�ion Mo�ul�: 9.18 IrK9 15.13 �3 Ar�(3hea�: 6.33 IrQ 16.51n2 MomeM at l�efis(dalledfon): 22.34 in4 41.59 �4 11Aotr�er�t 809 ft-Ib 1#34 ft-Ib Sh�; 570 Ib t485� _ �fD�:� �,►�ao�„ / Location:FItONT DOOR , l dfp PN�nMng 8 design nm,�«,�-s,�B� Sti uEalc4� �,00�re�.�. � C��N�)1 �,,«►•�'"`� blaine mn s8448 (2)i.751iVx8.2SINx6.5FT 1.9E A�a�olhm-it,flval Trus.kist Ste�lOn Adequa�e By:28.496 S1�tiCetc V�stor�8.0.t00.0 10V28@009 214.'15 PM CoMroN' Facbor.Sh�r ONS • LaminaElona sre b be fu oonn�� e urdtorm tr�of loads b aA manbe�s Llve Loed 0.03 IN U2966 Dead L�cf 0.07 � ToW Lcad O.tO IN V746 tJMs Load DMkcdon Cr�ie:U480 Tolat�aad Deflectlon Cr�er�U480 9 � ' Lhne L,o�d 9170 Ib 1170 lb Qesd Load 3983 Ib 13i5 lb Tatal Laad 5153 Ib 2545 ID BeerE . 'f.9B In 0.97 En Sp�i.ength 6.5 R lJnb�ed LengtMTop 0 ft s.stt tJnbraced[.�gth-BotCom 6.5 ft Uve Loed Ouatbn Fador 1.00 Nobch Q00 Un�orm Li�e l�ad 0 plf 1.9E Microtlem-tLevel Trus.kist Uniform Deeod loed 0 plf �� Bee�n S81f W�tt 10 plf Bendk�g Sh�ess: Fb� 2�OD psl Fb'= 2�84 psi Tatal IJn�artn load 10 Cc�1.00 CF=1.Os4 Shear 3tre�: C�i.00 � � �^ � � Load Nu�ber r Q� Modttlus of Elas6cPly: E� 1900 ksi E'= 1900 I�ai IJNe L�a+d 01b Comp.1 to C3rain: Fc-1= 760 p� Fa•�= 750 psl De�d L,o�d 4416 !b LOcallon 1.33 R Ca�trol�ng Mon�r�: 64t1 R-� 1.43 Ft from!eR support of span 2(Center Span) Lo,d Number � Ii�4 Cr�eat�d by cambiN�q aG dad toads�d We tos�on span(s)2 I.eR Uva Load �40 plf 7?A p1f CoMrol�g Shear: 47�Ib t�elt Dead L�d 80 p�f A6 p1f At a di�anoe d from left svpport of span 2(C�3pan) �� Cre�ted by oombining aq dead toads�d INe Ioa�or�sp�n(s)2 (�t Qeed Load 90 plf 46 pif Com�sri�ons wNh requfred s�ctions: ggg� p�� 0 ft 0 ft Sec�on Modulus: 28.56 tn3 49.91 irt3 E,o�d End 6.5 R 6.5 ft Me�t(She�r�: 25.22 k�2 3�t.38 tM2 Loed 6.51t 6.5 R MomeM�Inerda(deltection): 148.47 fn4 290.84 in4 Motnwd: 8411 IFib 11204 1t tb Stxer. 4y92 Ib 6l51 tb Pro�t:2�38 LaceUor�GRT RO�A WDW � 1 P�&� / . ��swt�c�ooQ Nos» �Sti u�a�c�,� s,ao�+amore�.ne (2)4.S ll�x 7.25 IN x 6.0 FT '�.r"'`�"� bMiine mn 56446 #�-Spruoe-P1ne�Fir-�y Use Ssdion AdequaEe By:53.096 StruCe�c Version 8.0.100A 1W28�200�208.9�PM Cor�rolA Facbor.Moment � •L�rNr�ilons as�e�be fu canected to t�vfde utdfotm Kar�ster of loeda b aN msmbsra � LNe Loed 0.06 tN U1372 Dead t oad O.Q2 in TObd Load 0.07 1N iJ986 LNe Load Det�tlon CrRe�tl490 Tctad t.oad Deflection Criberia:U4a0 A • Live L�oad 72a Ib 7�0 Ib D�aad L.o�d 282 6 282 Ib Tatai L�d 1002 6 100g Ib 0.79 in 0.79 irt Span Ld�pttf 8 R Unbraced Le�MTop 0 R sa Unbtaced Ler�gth-Balbm 8 it LMe t�osd Dtaatlon Factor t.00 Watoff 0.00 �TERWL PROPERTiES �iform Uw L,oad � ��F� tA�t0lTri�ad I.Ced 9Q pif Base Valu� 8� �am 3.tf WdBM 4 plf 8�Sh+ess: Fb= 875 ps! Fb'= 1060 psl Totpl Unifonsl Loetd 334 C�1.G0 CF=1.20 Sh�'80ress: Fv= 136 p8i FV= 1S6 psf Ca�1.00 Modul�W ElsWcity: E= 1400 kai E'= f40Q I�si M(n.Mod.ot EI�[o�j►: �n�= Si 0 kst ELtN�= 510 kei Comp.-�b andn: Fo.1s q25 pei Fc-�= 42.5 Rsi CoMro�Rttg Mlon►ent: 16031Hb 3.0 Ft ltars kR wppat o!�►2(Centa�^8p�n) Cteatod b�r oae+bidng aY dead laeds and 6ue laeds on span(s)2 Contrcl�ng Slwar. 802lb At s disEanoe d irom lelt su�ort of spen 2(Cenlet Spen) Cremted by canbining aH dead tflads�d Nve toads on apan(sj 2 Canparisons v�roqulrad sectlonx g�( P� 9ectlon Modulns: 17.18 fr� 26.28 itt3 Area(S)xa�: 8.91 in2 21.75 in2 AAolrlerq of Inertls(denec�ior�): A6.37 Er�4 96.27 ir�4 Nb�: 1509 R-!b 2300 R!b Shear: 8Q2Ib 7966Ib Projecx:2� e � AIN,pi-1,o�ded'l�N,�n ee�n, $�!' � p��° C��N�)l �'a�G�.' 9100 beddmone st.ne a (2)9.51Nx11.2S1Nx6AFT �''O�� l�� 2-8pruoe-Plne-F�-prY Uss S�ectlorl�4deqlqRe By:32.196 8truCalo V�slon$.0.106.0 1 N2Bf2009 202�2 PAII F�tw:Moma�t � •t�minatlons are to be oautected to raAde irdtorm hpnsfe�of to�ds to aN nwmbors � l.nre E.osd O.00i IN UZ198 Dead Lo�d 0.01 In Totai Load 0.06 IN LH586 LMe taed DeAeot�on Crf�la:IJ480 Tot�l.oad OeflecUon Cri6atia:U480 Live Lo�d 1680 ib 1680 Ib Dfle�d Lo�d 848 Ib 648 Ib Total G�d 7328 tb 2�28 � i�i En 1.83 in Sago�[ Spen Le�th 8 ft Unbcaced Le�th-Top 0 it sn Unbraced LengtlrSoitam 6 1t Llwe l.�oed Dwaaiio�Faa�or t.00 Notd� 0.00 � UnKorrn L.iv�e L�d 5�0 pif �"�°e'P� UAitonn Dead Lo� 210 pii Bnaa va� 8ce�m Seif W�M 8 pit Benc�rg 3tr�s: Fb= 8'15 psl Fb'= 875 pei TotN Uniform t.aad 778 Cda1.40 Cf'�J.00 Sheor Stress: FV■ 196 psl FY= 9� psf C�1.00 Modukaa at E�dty: E= 1400 bi E'= 1400 ksE Min.Mod.of E�iidly: E„�in� 510 ksi �,,,min'a 5!0 ksl Comp.-�to Gr�n: Fa-�= 4�6 psi Fc-�= 426 psi CorrtrotN�Mornen� 349�ft-Ib ao�t r�om��uvr�t or�n z icc�eer s�an) creebed ay oom�rttng aB deed toads and Ilv�loads on�n(s)2 Ca�broq(ng Shs�: -1630� At a di�noe d fran right suppoR ot epetl2(CeMer 3pnn) Cr�d by combining all dend los�and U�re loade on sp�n(s)2 COf11�I80fIS IN�111 I�qq@d�� $� � sec�on Mod�,lus: a7.9 in3 83�2e +n3 Mea(She�r}: 18.4! 61Q 33.75 k12 �a inerua�aen«�on�: �o�.�s Ma ss�� na MOmeM: 3493 R-� �4614 tt� Sl�: -1630� 3008� P�'� teoy mi�aaelsa� l�ation:8ED i�3 WDW StI'��C�,� dip ple�g&c�n / Mutti-Loaded Muttl�3pan Beem (?A09 tnterr�tional Bn�ld'mp Code(20�NDS)J 9100 ball�rwro st.ne � (2)9.SINx7.251Nx6.5FY '�� I�� 2-Spruoe�Pina-Fir-Dry Uae Set�iot�Adequete Sy:8.196 StntCafc Ver=lon 8.0.100.0 10V'28J2009 2'00'.S6 PM Fador:Moment � 'l.am�tio��e b be NI oon�eoled to u�tam trat�sfer of loeda�al!ir�nbera S�l� Llve Load O.OA IN U88Ci Dead Lcad O.00i in Totd lAsd 0.12 IN L1i643 I.iv�e F�oad Delleotlon C�i�erba:U48� Tofat losd De�n dN�U480 We Load 843 Ib 943 Ib Dead Loed 387 Ib 387 Ib To�al LOad f31C Ib 1310 Ib 1.00i In l.003 In � 3pan Len�th 6.5 R Unbraood Lar�lh-7op 0 tt h UNxsad L�rgtlrBotEom 6.6 R Liwe Load Ouration Facbr 1.00 Notch 0.00 1 Ur�m L�re Lo�d 290 pt} 1r2-3pruoe-Pin�Fir Unttorm be�LAed 106 pN Bending 8bess: Fb=�875 psi Fb=� Be�n SNf We�M 4 plf L`d�l.00CFti1.20 ' � Tolat Unifam Laad 403 Sf�ear Stresa: Fv= 13a psf FV= 138 psi CC�l.00 Modut�of E�y: E= 4400 fcei E'■ 1400 lai Mh Mod.of EY�r: E min= S10 tcsi E_m�e'■ 510 Icei Comp.�to G�: Fo-�= 425 psi Fo.�:_ �F2b p�t CoMrolBng Momee�G 21�ft�lb s.25 Ft trom kit suppoit ot span 2(C�neer S�nl CroaEad by ooe�bMdr�g all e�eed loa��d Ihte iaeds on apan(s)2 CoMrolNag$t�r: 10741b At a d�tance d flont lelt suPport of spe�n 2(Cen�er Spen) Created by oombi�ng aU c�ad Iosds and Ilve taeds a�spsn(s)2 Con�patlso�as wllh r�qui�ed sectbaa: �¢ Pm7d�.4f1 Sedfon Modulua: 24�2 tn3 26.26 ir�i Mea(Shee�: 19.�3 in2 21.75 i� AAot�nt oi Inert�(defle�otlan): �t.t3 k►4 96.27 k�4 . Manen� 2128 ft-tb 2300 ft-ib Shaar: 1074Ib 1968Ib ProJ�ct:209236 Locetlom LAUNDi2Y WDW leKY miktaeleot� / Mutd-Loeded MuItl�SPart B�m �5��'11Ca�Cv� 9�100 b�ti�rwne�� [2009 tn6ertfetforml euildf�COde(ZOQS Np5}� .r d (2)1 S IN x T.2S IN x S.5 F'f ''"�w �°f^a��'� �Z-Spnice-Aipe�ir-Dry Use Sec�fon Adeq�te By:50.996 SVuCaic Versbn 8.0.100.0 1�Z00�1�:57 PM 6at�or:Mort�t � •L�rNNnatlor�s are 10 be oonneo�ad t� unt►otm t�atmier W Ioe�ta e�rt�nbsra c� ��n��outc�aM t�re�t o.oa w u��s De�d Load O.OZ ta Talal L.oad 0.06 IAE U1061 LJve l�oad Defloct�Cr�eria:U480 Ta�l La�d D�Rac6fon C�eria:U480 � �FlONS � Lhee Load 798 b 798 1b DNM Load St 1 Ib 311 lb Totet LCed 1908 Ib 1108 lb 0.87 h 0.87 tn 3}�n Length 5.5 ft Unbraoed Length-Top 0 R �n Uttbraced� 5.5 R Live t.oed Du�on Fa� i.00 NoOoh 0.00 Ur�onn LiMe Losd 290 pf �Z-SptUce�P�Flr Unfform Oead I.oad 10� pN �se VaTues � B�n Setl We�! 4 pif BendN�g Streas: W� 875 psl Fb'= 1050 psi Tafaf ltn�oml Lolid 400 Cd=4.00 CF=7.20 Shear�: FV= 135 p�i FV s t 35 psf G`d=1.00 AAodt�s of Ele�o�y: E= 1400 IcN E'= 1400 ksi aAin.Mod.or ElseticXy: �min= S10 bcal E,mlM= sto k6i ComQ.1 ao Gt�n: Fc.1� q� � F�.1t s q25 Pg� concraun9�ome� ��aaa� 2.7s Ft tron,ktt s�porc ot apen a(centar spar►) Cr�ed by oon�eU dead lo�cfs�d Gve toeds vn epen(s)2 Cor�trolNag 8hear: -087'� . At a�noe d irom�ight suppoet oi spea 2(Cen�er Span) Cce�ted b�►oombini�g aN de�f 1o4c�end Iivve loads at spen(s)2 Comparfsats wit�requked sodbt�s: $�4 P[� Sectbn NtodWu� 17A1 irt3 26.28 ki9 Area(St�ea�: 9.85 in2 2�1.75 tn2 Mometd ot It�fis(defledioit): 43.09 itt4 85.27 tM AAonient 9524 ft-Ib 2500 ftab St�ear: -867!b 1958 Ib • 2097�9 � lAcx�on:BEDlR2 WDW SIDE � 1 ��8��9� � t�tti-4o�ted�.spen B�m �Stf U�BIG�,� stoo�trno�e st ns a ��N�» :,.wY'""`� dalne me 6644A (2)4.SlNx3�SINx28FT �2•Spruoe-Pine�Fir-Dry Use 3ec�ion/tidequaks By:158.496 8huCatc Vera�n SA.100.Q 1�1�57:01 PM ControUtnp Fada:MomeM L.Ns Lcad 0.01 iN ll2136 Deed Lo�d 0.01 in Tatai Load 4.02 1N V1543 lJve Laad Detlectlort Cr�U480 Ta�al Laad Deflaotlan CtlEerie:U48Q 8 � I.Me Load 300 Ib 300 Ib De�d Laad '!1 S Ib 115 Ib ToEal L.osd 415 Ib 4t5 Ib 0.33 fn 0.33 tn $�� 2.� 2S R Unbraoed LergtlrTop 0 ft Unbraoed lengEh-8dtom 2.5 R LN�a Loed OtraUon FacEor 9.00 Naa�ech 0.00 EJNtorm Live I.oed 240 plt lJ�itomn Desd L�d 90 plt #2-Spruoe�Pin�F� B�am 3eif Wdght 2 �f B�e vawes �1gJ�q Total UnNomt Load 332 8er�r�p Shess: Fb� 875 psl Fb's l313 psi Cd��.00 CF�1.5Q Shear St� FV= !96 psi FV= 136 psi ff�1.00 Moduk�oi E�y: E= 1400 k�i E'= 1+400 ksi Min.Mad.of EI�: �,mirt= 610 ksi �mt�'� 510 ksi Comp.1 to Graln: FC-�.C �5 pel FC-1-'� 4�f psl Conb+ot�ng MamenC 299 R-Ib . 1.26 Fl irom NR support of spa�2(Center Sp�n} Cr�ted byr oo�nbiNng aM demal loa�erd 1tv�a loebs cn span(s)2 Controt�qg Shser. 3�24�b At a di�noe d from leR aupport of span 2(Center Spanj Creatad by aon�Mn�aM dead toeds and ifve�ads on spen(s)2 Coneparlsons wfth t�µtJred�ction� @�d P� 3ecbion Modufus: 2.37 in3 6.13 in3 Atea(Sheer): 8.6 fi2 10.3 UY2 MoaneM o(inert�a(dMIscGOnr 3.33 N14 10J2 in4 Mortkni: 2C�A R-Ib 670 R-tb Shear. 324 m 945 Ib � �� / Loc�tion:BEO�13 WDW SIDE � � �� kN�ti-La�ded Nd�d-sp�n 8ea» S��C�.• 9100 t�ldnare at.ne a R��0d��}I :,�.�•"'''"` bmtne mn 56�4Q (2)1.51Nx3.51Nx25FT I�.Spctro�Pins-fk•Dry use 3ec;tlon Adequate 9y:29.596 8truCata Ve�on 8.0.100.0 1QI�8tZ00Q f:95�7 PM Cor�troN�y Fac�:Moment IJMel.a�e! 0.03 IN U1067 D�d t�d 0.01 in 7otal LoaO 0.04 {N tJ774 Lhre I.oad peltsctton Cct�arfs:V480 Tda1 Lad afl�tion Cdterfe:U480 � 6001b 800 Ib p�d LA�d 2�7 Ib 227 Ib ToEal Lo�d 877 Ib 8�27' Ib Q86 in 0.� irt �� 2.6�ft zae Unbraoe�f Lenpth-Tox► 0 ft Urtbraoed Lenpth-Salbom 2.5 R Uve Laed Dauation Facfior 1.00 Nc�cft 0.00 lM�Livs Lflnd 480 plt UnKomt D�d Lo�d 180 plf �_g�P1� B�m Seif W�pht 2 pli { � i'a4al Unlfortn troad 8� BendYtB She�s: Fb= 873 p91 Fb�■ 1313 psi Cd�1.00 CF�1.50 �fear Shrss: FV= 196 pYi FV n 13'S psi C�1.00 Modult�a�EM�fiaty: E= 1400 tcsi E'= i 400 Icsd lWn.Mod.of EtaWk.ity: E mlrt= 610 Itsi E mb1'= 510 Icsi Comp.1 tD GTa11C FC-1 a 425 p61 Fc..f:_ �2S Pef Control6ng Momsnt 517 Rdb 1.�Fl from IeR wpport ot ap�2(Center Spa�) Crea�ad by oanbWng aN deeod la�ods and live loauls on spsn(s)2 Controlling Shaar: 64S Ib At a dwtanoe d from NR suppott oi apar�2(Center'Span) C�ted by oombining all�lead loads a�Ihre bads on Bpan(s)2 Corrg�risot�with required sections: l3�4 P� 9ectlott Modul�: 4.73 6�3 6.13 In3 Are�(She�j: 7.17 6�2 10S inQ MomerM of kie�ia(deflecpon): 8.65 in4 10.72 in4 �Aome�M: 51T 1Wb 670!t-Ib Sha�r: 646� � Ib Proj�ck?A07�8 Loeatlon:C�RT.ROOM HDR.2 ��m�� / �u-�o�ded Munt-ss�� S1Pf1�IC4� at�o�&� ��M��N�» �...�+�"''� t�aine�5644Si � (2)1.76Wx14.OtNxl3.SFT 1.8E Mi�ollam-ilaevel 7'rus Jdst Sedlon Ade�Ay:17.796 �u(�lc VecaloR B.O.t00.0 1 W18J20081:17:09 PAA Coribiol Factor:Dellecdo� �� "Lan�atlor�s a�e to be cotn�ted no e unitorm Kanshr of loads to aM membera S� Uve t.o�d 0.20 IN U814 D�!Loxd 0.08 ia Tdal Lcad 0.29 IN tJ696 I.fae E�oad Daflactlon(�U48D 7o4a1 l.oad bef6ectlot�Cri�fe:V�480 A � l.ive Loed 2734 Y� 2734 1b Oead Load 1204 b 1204 fb Tafel Lq�d 3907 b 3�C�7 lb 1.50 in 1.50 in Span L,ength 13.5 R Unbr�cad Length-'fop 0 R �� Unbrac�d Lsnpqt-8ottom 13.b R (.iNe�oad Ouraqon Fax� 1.00 IVo6ott 0.00 �t Uniform Uve t�d 3a0 pif i.9E Mfa�Aem-N.evef Trt�s.�St Un�orm Deed Load t2D plf Ba�e Vafuaa B�n Salf Wel�t 15 pf Bendkp 3tress: Fb= 2e00 psf Fb'_� P� To�at tkdfomf Load �6 Cao1�1.00 Cf�0.98 Shear Stres� Fv= 285 pti FV` 285 psi Cd=1.00 Laed Numbsr g� Modulus ot Et�dty: E= 1900 kei E'= 1900 kef LeR LiNe IAad 86 plf CO�Itp.1 to Gr�: Fc-t s 790 � �_1: ,� � I.AR 081td L08d 43 plt R�M Live Lo�d �S plt Conb�oUt�g Mornen� 13�289 R-IG f�Dead Loed 43 plt 6.75 Ft front left su�pat of span 2(Ce�ter Sper� Lad Stmt 01t Croalsd by ooml�ng aN dead loads and Nve loads on apsn(s)2 Loed End 93.$R Conlydi[ng Sh�r: 33071b Lo�d Le 93.5$ At a�t�oe d trom left su�port oT e�2(Ce�tter Span) Cr�d by car�bining ait de�d lo�and Yv�e lo�ds oa�epen(s)2 Compar�ons with required sections: $� � 3ec�on Modulu� 8�2.83 irz3 114�33 irKi Area(Sha�: 17.41 tr�2 49 irt2 MomaM of k�eNa(defleCtio�'1): 6i9.71 in4 800.33 iR4 MomeM: 13289 ft-Ib 2�58 ft-Ib Sheer: 33071b 93101b � �1�� LooetlotX GRT.ROOM HDR. , t 1 �� / I��&�re��N�}� 's��i$l�.�•' 8100 b�linwt�e at ne (2)t.75iNx14.01Nxt3.5FT ti...►-"'"'� bN�ns mn�4�19 � 7.9E MicnoAam-flevel Trus Jdst Saodon Ad�qtm�By:17.796 3tntCelc Va�siori 8.0.100.0 10�8@QQ91:46�6 PM CoMndti FecEor:De�eotlor� � •Lan�r�o�ars b bs fu oonnected m ar�fam Era�sfer oi loads�O a!mambsra � � Live Load 0.2Q tN i�14 Dead EAed 0.08 in Tatal L�d 0.29 IN U586 IJMe L�osd p�t Cr�arie:U480 Total Load DefleoHon Cr�:U480 g L► � Uve t�oa�d 2734 Ib 2734 lb , O�d Lo�od 97A4 Ib 1204 tb ToFal Load 96Ci7 Ib �Ci7' ib 1.60 In '1.50 IR � Spmt Lenglh t3.5 R Unbraoedl�Top 0 fE �� Unbraoed Le�Botbom 13.5 ft i.ive Loe�i Dtaatioit F!� 1.a0 Noboh 0.00 �. UMfotm tJve L�d 3'20 pK 1.�Mlfa�oYam-Il.av�e1 Troa Jo3at UnUorm Dead Load t20 plf �Vah,as Beam Seft WatgM tS pif 8end�3d�ess: Fb= Z600 pet F�'_� �I 7ota1 U�form Load 466 Cda1.00 CFW.98 St�+er Shess: C�1.� � Pa �_ � � L,oatd IYun�ber �e Moduh�of EfeaUci�r. E= 1900 k41 E'= t900 lcsi taR Uva Load 86 pl/ Comp.1-tio Gralrc Fo--�= 750 psi Fc-1= 75p �St !sR Dead lAad 43 plf �ht lNre Load 86�If ConU+ciMng Mornarit: 132�ft-Ib ti�k�ead l.oad 43 plf 6.75 Ft from le4t support ot span 2(Cert�er 8pen) Lasd St�t 0 ft C►e�ad by oombin�ng aY deed loads and ti+na btds on�an(s)2 L�ad Ead 13.5 ft ContrntBng S1�ear: 337!tb lae�d 13.5 ft At a�d tr�om left support of spa�2(C�r Spen) Croated by canbinir�ap dead loa�arsd Nwe leeds c�s�en(s)x C�mptrisom vvifh rcq�ired atctlons: B�Sd PL'4Y1S� Sec�f Modulu9: 62.83 In3 114�3 N3 Areie(Sheeir�: 17.41 k�2 4�iM1 Moment�k�a(d�lec�ton): ST9.79 N�4 800.33 in4 IlAomeM: 13� R-Ib 24258 R-ib Sh�: 33071b 93i01b � � T TIME " IN OF ORONO CALLED IN C.� `� � INSPECTION NOTIC �SCHEDULED � �� PERMIT NO. � D0 COMPLEfED ADDRESS � OWNER TELEPHONE NO. CONTRACTORr �i�/�"" �a`��`�`''� � DESCRIPTION ��L�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVEfLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z �.INSULATION ❑ WOOD BURNER/FIREPLACE � SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP � PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W a � J O � � O � W � Q � Z W � W � � O W� RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑ ECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC�/ERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION RE�UtRED.CALL TO ARRANGE ACCESS. Ca11 for tt�next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. � . / White Copyllnspector's File Canary CopylSite Notice a�q - o��3� ,/ ��O^�dOI� �'-; ��) �DfjJF� TIME � CITY OF ORONO CALL`ED IN �-'� INSPECTION NOTICE SCHEDULED �Q � B'� �� PERMIT NO. COMPLETED ADDRESS O d � OWNER TELEPHONE NO. �/l Z Z�D `7�-- CONTRACTOR �: DESCRIPTION �� "� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/G ING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS 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 _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C o � �iJ� I��J S c�'r ��.� S (��l � � [ � �-f-c� �t�'r�" 0 � W � Q � Z W � W � � O � ❑WORKSATISFACTORY:PROCEED �ROJECT COMPLETE W ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING �MqNENT ❑CORRECT UNSAFE CONDITION WiTHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�� OwnerlContractor on site: Inspector. �� f� �� White Copyllnspector's File Canary CopylSite Notice