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Home My WebLink About2011-00021 - addn/remodel/repair CITY OF ORONO PERMIT NO.: 20��-0002� ,� 2750 KELLEY PARKWAY � � ORONO,MN 55356- DATE ISSUED: 02/09/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 2256 SHADYWOOD RD PIN : 17-117-23-43-0125 LEGAL DESC : WILEYS PARK LAKE MTKA : LOT 006 BLOCK 001 PERMIT TYPE : ADDITION/REMODE�./REPAIR PROPERTY TYP� : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 150,000.00 NOTE: ADVANCED PLAN REVIEW OF$881.89 PAID CREDIT CARD-SHORELINE BUILDERS-PE IT 2011-00020 * INSPECTION OF EXISTING FOUNDATION REQUIRED PRIOR TO START OF CONSTRUCTION (INITAL) * AS-BU.ILT SUR EY AND HARDCOVER SURVEY REQUI ED TO ASSURE�COMPLIANCE WIT ARDCOVER RULES BEFORE FINAL INSPECTION (INITAL) * 2ND STORY,L E E DECK NOT PERMITTED (I I ) * SILT FENCING FOR HARDCOVER REMOVALS REQU[R (INITIAL) APPLICANT pERMIT FEE SCHEDULE 1,356.75 SHORELINE BUILDERS STATE SURCHARGE(VALUATION) 75.00 2184 SHADYWOOD RD WAYZATA,MN 55391- TOTAL 1,431.75 (763)SOfr0629 PAID WITH CC# 7736 Minnesota State License#: 20630814 OWNER BURKE, FORREST&RENEE 2256 SHADYWOOD RD 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�wi[hin 180 days of the date of issuance,or if construction is suspende f r a p riod of 180 days at any time after work has commenced. The applic is r ponsible for assuring all required inspections are requeste onf ance with the State Building Code.This permit may be .,.•- revoked �t,tim for due cause. ti��`, � / / Applican 'tee Sign Date Issued B ignature te SEPARATE PERMITS REQUIRED FOR WORK OTHE THAN DESCRIBED ABOV .. ��'�Iq�� -� , � � 31.�75 City of Orono � � Building Permit Application for New Structures or Additions Mailing Address: Permit number: — ��0 ��,� PO Box 66 Q �\ Q Crystal Bay, MN 55323-0066 Date received: � 2Ul l `�`'�� ;��✓:;�. s, Street Address:' Received by: ��,� o'`� 2750 Kelley Parkway Plan review fee: � . O � B �t`�kESHo4'� Orono, MN 55356 p, ' _ !/ —p00 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) C�NERAL INFORMATION: � � Job Site Address: � `} Will this be a Parade of Homes, Remodelers Showca ome or other Display Home? ❑ Yes ❑ No =a lf 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 sufficienf on-site parking is available. Npn-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION:C, /�,� / ,c� I J J Name: J J c- ��1( �V �! �� State License# Expiration Date: � — Phone: offic -� cell Mailing Address: � Cit : ' ZIP: Contact Person: : Applicant is: Contrac or / Homeowner (Circle One) Email and/or Fax: � r� �n ;v� f ' �� PROPERTY OWNER INFORMATION: Name: Phone (day): Address: _ City: ZIP: 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 ❑ Single Family with ❑ Residence ddition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer A cessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Other: (specify) ❑ Multi le Famil /Condo ❑ Private Sewer p y ❑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) $ Last Updated: 9/29/2009 - 17 - ...--. , y�.-�.+o.�-rw.��-..�..,--�--._"`T.-�--xrr� � . , . . _,. -_.-�.T . . .. . .. ...r . . ::.. � 1; ' , _ . , ' . . . '. � , �, . ff . - . , . . � ^ .,� L � . r . . . - . ' . , . . ' , i� STRUCTURE INFORMATION: t � ;`., 1. Structure Dimensions 1. Structure Dimensions (continued) 2.Type of Construction - a. Length (ft.)= �6 � Number of bedrooms= � �UVood/Frame ❑ Masonry b.Width (ft.)= Number of garage stalls: ❑ Metal Attached = ❑ Pole Bldg. Areas in square feet Detached = ❑ ICF ❑ On-site Prefab � : c. Basement= ❑ Off-site Prefab d. 151 Story = ❑ Other(please specify): `:; e. 2"d Story= '� f. 'h Story = `;i >� g. Total Area= a �! ',�'- �' REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: N ot Enclosed A licable ❑ ❑ 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 ❑ ❑ Hardcover Calculation(s ❑ ❑ Se tic S stem Site Evaluation Re ort ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Im rovement Plan ❑ ❑ 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 application 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 inf rmation,the application may not be issued. ;-�, � ApplicanYs Signature: Date: `I Last Updated: 9/29/2009 - 18 - i ; , � , , �� , Plan Review Checklist for New Structures / Additions , , ;, , P�/!��ss/ PID/ Legal: � _ i'� i'; c l � ; � ;,;�-r�� Description of work: 2 v� N n, f � , > Septic review by: _ � �i �� Date Approved: i �-� `� � � � Zoning review by: ;;�i(�� Date Approved: �- � �� Building review by: ��,,,_.__ Date Approved:_ Z - ,� — 1� i � Grading review by: ¢�!C �.-fi" �V�Pi1 Date Approved:_ 2r � —� !' e Zoning File#: Resolution#: Resolution Date: Zonin District Fire Department Post Office School District Zoning: Lot A`a ;�[�� -�'�:�/AC Width: � `yU � � Depth: �-� �� Survey Submitted: �Yes ❑ No Date of Survey: � —��-- � ;` Pro osed Setbacks: Fron (Lake)� Rear(Street) � C� S E W ) ( N �S-� E W �,.,�= I ) Other Buildings Wetland Side Side � � � i �; ✓ �� I l•�v a � � Mer— �t'�- e e Building Defined Height: �� Building Peak Height: '��•� # of Stories Ok?� YES �` FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floor/crawl START the distance between the slab and the highest space floor and the highest roof peak,the top of WITH roof peak, the top of the cornice of a flat roof, the comice of a flat roof,the deck line of a the deck line of a mansard roof, or the mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type or other arch-t e roof roof SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window hi hest roof eak of a itched roof and hi hest roof eak of a itched roof SUBTRACT the distance between the basement floor/crawl ADD the distance between the stab and the highest space floor and the highest existing grade within existin rade within the foundation the foundation or 10 feet, whichever is less. EQUALS Defined buildin hei ht __J EQUALS Defined buildin hei ht l .� �� o -�1� % i Gi�'o Lot Coverage: � � � �-�' SF _ ° :%� � /o Shoreland District MCWD Permit Received Average Lakeshore Setback Bluff ❑ Yes ❑ No ❑ N/A `' 0 Yes �„ C�77 No � ��Yes ❑ No p Yes ❑ No ❑ N/A r `�� Permit Number: : Setback: Hardcover Zones Existin Proposed Variance R ' uired � CUP Requ' e ' � 0-75' I� � � �o ►J � ❑ Yes � o � ❑ Yes `�'No � � 75-250' ��'��1 ��l 2�fk�c� 25°/v TYPe(S): Type(s): 250-500' '3� � �o�� l�S� 7i�1��D v 500-1000' � � REMARKS (in-house): ��'l�'LGi� �{�i � (�(Q2�1`�O�JSBt'i}d��,�j�� /,✓�i �l �,�iG'� Q�U-{�,�7 �-�- L6'� �d�tv�p �' _ �'� ��'�b�S�}L� = �� I.l l � Updated: 09111/2009 z:\formslplan review checklist.docx Fees to be Charged YES NO �P m rt:, : Plan Review � �, ► State::,Surcharge , : . - : < ._. °. Investigation Fee `3AC ;;Number-of:SAC:Units _ Sewer Connection 11Uater-Connection =` ,. .�' , , � Park Fee �Site�Ins��pection . ; ," , ,� � � .��.�� . .. ,, Other (specify) �s"Miscellaneo�s;F-.ees��:, ,'�� '� � :�: �; _ , Calculated By: Square Foota e $ per Square Footage Basement X = $ 1 S' Floor � X = � 2"d Floor X = $ Garage X = $ Estimated Construction Value: $ ISp, 00 p o� Orono Inspecfions Required Work Requiring Separate Permits Required State Permits i ❑ Site ❑ Plumbing ❑ Grading / Filfing ❑ Well � ❑ Hardcover Removal ❑ Mechanical ❑ Fire ❑ Electrical ,�Footing ❑ Septic ❑ Water Connection ❑ Poured Wall ❑ Fireplace ❑ Sewer Connection ❑ Foundation Survey ❑ Masonry ❑ Lawn Irrigation ❑ Radon Rock Bed ❑ Mfg. �'Framing ❑ Other(specify) �Insulation As-Built Survey �Final ,O�Other(specify) �OUN pN � T�p/� REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: ❑ YES ❑ NO New: ❑ YES ❑ NO REMARKS (TO BE NOTED ON PERMIT AND INfTIALLED BY PERSON PULLING PERMIT) ,r� ?�,' ZN�A-�ca—cv s� � � c.s k t T��6 f=��N lJ A�'7�rv �1.�..�e� U �vC.�� Pti 2 �� v �r�c�a..� ��flW{ G V Y �V`YV[ ✓i y�� VC�� Ja�EI (/ ''iiC'i ' '�� J�� IVI(S �f'OY'� �'l�G�� l V�S�G�'l 4�° Updated: Q9/11/2009 z:\forms\plan review checklist.docx � ��,A�, ��cf� �,o� ��`�t�d s�(�-.-�c�,cr►-� �d►' H-c �ovals ►^ec�,u t��t. Property Information Search by Street Address Result page Page 1 of 2 Hennepin County, Minnesota Home �� Property Information Search Result The Hennepin County Property Tax web database is updated daily(Monday-Friday)at approximatety 9:15 p.m.(CST) Search By: Note:Taxes Payable 2011(2011 Values)wil!be available on this web site approximately 03/02 �� Parcel Data for Taxes Payable 2011 Click here for information on your PROPOSED 2012 PROPERTY TAX-Truth In Taxation statement '. 4=; �Print � � � �� ` .�� Property ID: 17-117-23-43-0125 Address: 2256 SHADYWOOD RD � 1 Municipality: ORONO ` School Dist: 277 Construction year: 1920 Watershed: 3 Approx.Parcel Size:S 60X315XLSOX310 HOUSE or BUILDING Sewer Dist: #' Owner Name: FORRES7 G BURKE 2256 Taxpayer Name FORREST G BURKE STREET NAME: &Address: 380 LEAF ST (at least first 3 ORONO MN 55356 characters) shadywood Rd UNIT#(if appticable) Sale Information Sales prices are reported as listed on the Certificate of Real Estate Value and are not warranted to represent arms-length transactions. Search Clear 5ale Date: December,2010 Sale Price: $480,000 20 • records per page Transaction Type: Vacan[Land Tax Parcel Description Addition Name: WILEYS PARK LAKE MTKA Lot: 006 Block: 001 Metes&Bounds: EX ROAD Abstract or Torrens: TORRENS Value and Tax Summary for Taxes Payabie 2011 Values Established by Assessor as of January 2, 2010 Estimated Market Value: $666,000 Taxable Market Value: $666,000 Total Improvement Amount: Total Net Tax: $6,703.50 Total Special Assessments: Solid Waste Fee; Total Tax: $6,703.50 !/!1!l�R�� Property Information Detail for Taxes Payable 2011 Values Established by Assessor as of January 2, 2010 Values: Land Market $665,000 Buiiding Market $1,000 Machinery Market http://wwwl6.co.hennepin.mn.us/pins/addrresult.j sp 1/10/2012 � ��rr�.0 �si �n�+�, /► I-Joists By Others 1.�, , �+ N/W`^� r �6 ►�d �-3 ply 16"flush beam by Littfin � f`il►`� /�� -1 � W a ��. �� . A �� ' ' A A A A A1 C p C � L C �� G._ C N y. � �a C v � � � T� C a� b N C � A1 A A A � B � g S�Or��°,. �� P�S � RECEIVE�i��. 1�� B' �'1�3 tart Spacing ere ,':-� � �% �Q�� —��"n �p�i� 2 ply 16"flush beam by littfin� "NOT TO SCALE"' PLACEMENT PLAN ONLY Name: WO:3a346e ��4�44��j�1 �} Shoreline Buiiders Customec ShavtStewart WOE:F�R See individual truss drawings for � �'�S�;r�OBCKB�R� � Burke Designer:Leon Checker. #Cmpnts:37 additionai information such as � € �ast saved on Feb os,20»by ieon number of truss plys,bearing and �� 2256 Shadywood Rd Floor Lbr DurFac�1.OQ �Box656 ` TC Live: 40.00 Plt DurFac: 0.00-1.00 bracingrequirements,nailing „�,�„�,�„�5§�� rono, MN TCDead: 10A0 FlrSpacing:19.19^-Za,00~ schedules and any other ��$�� a��;;n.�,,,mj�r�e, { BC Live: 0.00 Design Cnt:TPI-951 iRC-DO information not shown on layout. +�a��ar E BC Dead: 0.00-5.00 Desi9n Descr.IRC Labeled end of truss on layout �;,��na��,m ��,�5�1-ac3,;iia�i, ; rotai(PSF): so.00-ss.00 represents Iack painted end. 5.o.o.i 2:05 urs ay, e ruary 03,2011 , :trus�o s 00 34 134 6 . " Name: FLR Customer:BhaK/8teaart Lbr �0:343468 TI:A Qty,10 T� LURCS AW. AIID rCBI Cr TC: 4x 2 SPF 2400E-2.00 � 2x6 oontsnuous etrongback. Attach W each �oint Locatiosu� 1- 2 0 �.00�.��.09 A �� 4x 2 FL 1800E-1.6E truss with 3-3.5"x 0.135" aa11e. Splice 1) 0- 0- 0 9) 14- 7- 5 1'7) ld- 7- 5 2. 3 -d57 0.00�.4bD m.09 A �' 4x 2 SPF STfm (N) atronyback on tsuss vartical. 2) 0- 6-12 10) 16- 1- 8 16) 13- 5- d 3- 4 -3441 0.11�.Qf�m..20 A �2� dx 2 SPB BTt� (1� 1d-15 NOTS: Maximum tsusa epaciag is 19.2" o.o. 3) 2- 9- 0 11) 16-10- 8 19) 4- 6-12 4- 5 -3441 0.12�?1b�.22 A �� O1 {}: plats(s) OFS6ST Psom jolat cenEor. Al1 Cot�R889Ioti Chords ara aasw�rd to be a) S- 0- 4 12) 19- 1-12 20) 8- 0- 0 The Joint Dat+ail Report muet ba includad �ntinuwsly braoed unlass notad othezwise. S) 7- 3- 8 13) 21- 5- 0 21) 5- 0- d 5- 6 -C992 0.28%Ot&1�0.36 A with am svbmiEtal, iaapoction, as�d/or Ia-Blant Quality Aasu=anco rriLh Cq= 1.11 6) 9- 6-12 14) 24- 0- 0 22) 0- 6-22 6- 7 -4992 0.26�0�-1�3C�0.39 A f�rication docum�ntation. Zn-Plant Quality Aasuzanco, par 7) i1-10- 0 13) 24- 6- 0 23) 0- 0- 0 7- 8 -5103 0.20a0`�68�0.32 A �4 ��s is d�siqned in accordance with sec. 3.2.4 of TPI-1-02, for joint(s): _ 8) 13- 5- 4 16) 19- 1-12 8- 9 -4446 0.20�1Xi63C�0.23 A the 2006 Intarnationa2 Rasidantial Codo 1,2,3,4,5,6,9,11,12,13,15,17,19,22,23 -D9►IC. RSACTI�i3 PER SEARING tACATIOl1----- � aeotione R502,11.1 aad RB02.30.2 and X-Loc HSet Vert Haris Uplift Y 't�pa 9-10 -4946 0.26�043.300.39 A �erenead etandards, II.N.O. 0- 2-12 1 1085 0 0 8 Pin 10-i1 -4946 0.26�d.Q000.36 A 23- 9- a 1 1085 0 0 8 H Aoll 1i-12 -3355 0.11�dlm0�.21 A PROVZDB UBLIFT C013iECTIUTi ?�R BCHEDULE 12-13 -3355 0.097018300.22 A ------^-GIASAT�t�X DSFLECxZON$---�----- ES, TL 13-14 0 O.OP�0183CA.13 A in./Ratio in./Ratio Jnk(a). i.bpan -0.53/S22 -0.83/33d 16-19 HC E�ORCB A7Q. P!� cCSICr 8oric. 0.09 0.10 I� 23-22 :'A57 0.0770�400.11 B Racoarmnded Cambar Cep and bottom ehosd: -O.dS 22-21 2U93 0.31�OBSC0.36 8 Long term�Plection Pactor = 1.5Q 21-20 C382 0.65J000700.71 8 20-19 d3B2 0.65)pOf600.71 8 19-18 8180 0.767pp4?OQ.83 8 1B-17 5103 0.95�OOQ2o0.77 8 17-16 4327 0.647000700.71 H 16-18 1979 0.29)000700.37 8 y�� •� � �� Typical Pane1=26.5" 23- � 33 7-.�B --96 23- 2 -1195 18-F8 7d 2M 0-0 z2- 2 937 a� �:2ae 1 2 3 4 5 6 7 8 9 10 12 12 13 14 22- 3 -1858 i�-� -<ias 3-21 1538 17�11 "�02 I.Sz3 z�- a -�es �z�s -,u�o� a�-a Sx4 3xG i.s� a�-a 21- 5 -i0s6 16��z -=i72 � iSx3 4x12 I.Sx3 3x6 1.5x3 3x4 3x4 1.Sx3 �`s3x6 ].Sx3 4x12 2x4 � 5-19 641 16-Sti 11599 , � 19- 6 -190 13-�'S �195 1_�p 1-�0 19- 7 -214 1S-�C -89 � .j ' ,t � s•e nxplaaattoa ofl�tts.ve [6x6j 4x12 3x6 [3z4� 3x6 4x12 4x12 Faator, cr,�n Sx4 W=i11T18 3x10 rworae sido o£ paper ms� 1BC Form 8.14.200T.. � 1055�s.50" lossa s.so" xaao 23�� 21 20 19 18 17 16 �5 SXCRPT A$ SHOWN P7.ATE3 ARE MiTak biT20 SCa1C=0.2709 yQp,gN=�: Esfq Job: SPO: 343468 READ ALL?101T8 ON TtliB SBECT. A COPY O&T3LI8 DRAiTTN6 20 66 GIVCN TO Dpg: TI: A xxecrxr�c cotrr�c2o�. snncit�sunNiric: &,,;,�d,wnmm;,y,amgis,atKwea„Mao;y.wiadb.eiee,yonderu;agweinal„bnofop,wtaol,iraputoru�a Dsqnr:89PD Chk: 2/3/2011 Dw7di�deq�o�nlwhie6 man be wrowkad bJ�e EviLlas dcapwr.Unei+6 aHowx u fw IuaN^�PP��otw�r �� mm�6anoplybndueeb�lJfnak�ytl�.Provi�ioromw�Mm�deaoiW�alneblbeode4uemNmdepo¢Ifiediwtioro TC Live 40.0 sP Abr DF: 1.00 _ d�te�ned yv Wc OuiWu�dw�er.Ad�tional breeu�of tl�s owretl�a nry Ee requircd(See HIA-91 oYtP4�Fa p c�eo�tw wu a..�am�nr.�enau a�a�,�n...Rnm va�n�.rrc��e N sas Dron� Pl t DF: 1.00 ��.�S�i� TC Dead 10.0 psf oon,pouau&�gnu.�uyby:Tmi.eu9u�ea�vya..an.s�s`tow�iJerta.F.dnnm4Nc:7n: SC I.ive 0.4 paf O.C.: 1- 7- 3 IRC-06/TPI 02/NDS OS BC Dead 5.0 pef Code: bG1-RES TOTAL 55.0 sf v5.5.30-9058833 Design: tQatrix Analysia Profile Path: F:\trusjoba\343000\343468\FLR�A.prx � Namo: FLR Customar:Shaw/8tewart Zbr W0:34346B TI:A1 Q�y�4 TC FpRC� J�C. B2ID CSI Cr TC: (21 4x 2 &PF 24008�2.00 2x6 continuow stron5�aak. Attach to eaoh ��Joiat Locations� 1- 2 Q 0.00 0.09 0.08 C �� (2! 4x 2 8PF 2400E-2.00 � trusa Ki.th 3-3.5"x 0.13b" nails. 5plica 1) 0- 0- 0 11) 15- 8- 8 21) 15- 3- 0 2- 3 -9276 0.05 0.10 0.15 C �� (3) 4x 2 8PF STW (N) strongbaak oa Ezu�s vprtiosl. 2y 2- 9- 0 12) 16- 7-12 22) 13- 8- d 3- 4 -9278 O.US 0.10 0.16 C ax 2 SPF STUD (N) 2-28,3-27,5-27 NOTE: Mtucimum tzuss epaciaq ie 19.2" o.c. 3) 5- 0- 4 13) 18- 2-12 23) 12- S- 0 5-25,6-25,6-2i,7-24,8-23,9-23,9-22 All C�RE88ION Chorde ara sesumed to bs 4) 5-10- 8 la) 19- 2-12 24) 11-11- 8 6- 5 -9278 0.05 0.11 0.17 C 10-21,11-20,12-19,13-19,13-18,14-18 continuauely brsced unleas noted othervrisa. 5) 7- 3- 8 I5) 21- 5- 0 25) 4- 6-12 9- 6 -16038 0.16 0.18 0.31 C 15-17,0-0,0-0 Thie iruea is deaignafl in accordance with 6) 9- 6-12 16) 24- 0- 0 26) 8- 0- 0 6- 7 -18779 0.23 0.23 0.45 C ax 2 SPH N1/N2 (N) 2-27,15-18 the 2006 Intarnational Rssidontial Code 7) 11-11- 8 17y 24- 0- 6 27) S- 0- d 7- 8 -18779 0.21 0.22 0.43 C �2� dx 2 SPS STU� (N) 9-21,12-20,16-17 aoctione R502.11.1 and R802.10.2 and 8) 12- 5- 0 18) 19- 2-12 28) 0- 0- 0 B- 9 -18779 0.21 0.24 0.45 C « or ;): Ylatn(s) OF68&T fxoai joint caatar. rsferanced atandasda, ll.N.O. 9) 13- B- d 19) 16- 7-12 Tha Joint D�tail Report rmi+t bm inaluded in-Plant QuaTity Aasursnce with Cq= 1.1I 10) 1S- 8- 0 20y 15- 8- S 9-10 -17303 0.18 0.31 0.49 C y�y� �y evl�ittal, iaapection, and/or In-Plant Quality Assuraace, per ------------ TOTAL DSSI6N LOADS ------------ 10-i1 -17303 0.27 0.27 0.a4 C lsbr3catioa doaumentatioa. rea. 3.2.d of TPI-l-02, Por joint(s>: Vnitorm PLF Fram PLB' ib 11-12 -17303 0.16 0.20 0.38 C ��'Ply truas. All loade ehsll be 2,6,55,17,18,19,2d,2S TC Vart I.FD -79 0- 0- 0 -79 12- 2- 4 12-13 -15160 O.id 0.21 0.35 C �atributed equslly to aaah ply. TC Vert I.fD -379 12- 2- G -379 15- 8-12 ---l94X. RFJI�TIOQi3 PSR BSARi[�i lACATION----- TC Vert LFD -79 18- 5-12 -79 2C- 0- 0 13-14 -10250 0.06 0.13 0.19 C X-Loc 88et Vert Horis Uplifi Y 7Ype HC Vert IkD -7 0- 0- 0 -7 24- 0- 0 14-15 -10250 0.07 0.15 0.21 C 0- 2-12 1 2279 0 � 8 Yin Conoentratad LB8 Lcoation 18-16 0 0.00 0.08 0.08 C 23- 8- 4 1 2632 0 0 H A Roll 8C Vert IrtD -1059 12- 2- 4 PBAVIDS UPLZFT C�CTIOA�I P&R 3CIiSDUf.� BC Vart ShD -?53 15- 5-12 � 2 PLYS R�Q[TIR�D '^-�----GIABAJ,2�X DESI�ECTIOli6---'--�-�", HC BbRC& A�. �ID CSI de � LL TL 28-27 5216 0.13 0.08 0.21 C Linaal Footage = 82.3 ia./Ratio in./Ratio Jnt(sy. 27-26 12837 0.32 0.12 O.I4 C I.Spaa -O.dB/578 -0.75%369 8-7 26-25 12837 0.32 0.12 O.CC C 8oris. 0.06 0.09 A1A 25-26 16038 0.40 0.22 0.62 C Racoimianded Cambsr t� and bettoan cho=d: -�.4 24-23 18779 0.46 0.25 0.71 C Lonq tozvi deflaction lactor = 1.50 23-22 ieeis o.aT o.2s o.�i c �Typica!PAnel�26.5" IZ-2-4 22-21 18813 0.47 0.37 9.84 C 12_2-4 �� 21-20 17303 0.43 0.37 O.BO C � 3-3-5 � 20-19 15160 0.38 0.13 0.51 C 15-5-12 19-18 12344 0.31 0.14 O.d4 C 24-0-0 18-17 5708 O.la 0.12 0.26 C l 2 3 4 S 6 ? 8 9 ]O11 12 13 14 15 16 web soxcs x.t� s'o[tce 28- 1 -137 9-21 -1837 0-$-g 1.SX3 W�3Y6 �r� �` ,�+� AS �.SX3 0-3-8 ae- z -ssa�e Zi-io sss 4xG 6x16 3x5 � 6x12 ►1•t' . �.1. . �G �� bx6 6zi2 3x5 6x16 3x5 � 2-27 OS01 20-11 -1132 � 27- 3 -213 20-12 327a � 1-4^0 29- 5 -3942 19-12 -2160 � 4 � � 5-25 3547 19-13 34i2 '�� 2s- 6 -ins6 is-ie -3oas 6x16 6xI6 � [6x6� . jSz4] 3xs (6x6] [6x6] 6x]6 6x12 e-2e 3ooa ie-ia 2s W=MT18 3x10 [6s6] [6x6J 2Q- 7 -166 I8-15 5�69 23- 8 -116 �8-17 -6212 23- 9 -45 17-16 -130 � �`'�4 O ��O 2G32#5.50" 22- 9 2s2 2279N 5.50" sas axplanaLs.oa ot napetiti�.e 24-0-0 n�nbar Factor, Cr, on • yg 27 25 25 Z4Z3 22 1120 19 IS 17 rovarse s3de of papar or ZSC Sozm 8.14.2p07. �1059�1 753H E8CE8T AS SHO�PN PLAT88 ARE MiTek MT20 Sca1e a 0.2709 WARNIN6: Eng Job: WO: 343468 RBAD ALL NOT68 ON?HI8 SASSR. A COPY OP THIS DNANING TO HE GIVEN'ro Dwg: T I: A1 6RiCT2Nfi COM'R7ICTOR. 91WCING 17ARNING: g�oi��mont�yaw�ngunaaabon�,wwdp�ci�.pawenoinpmdm�hrbra�whichisayanctu�e Dsqnr:BND Chk: 2/3/2011 buil&ag drsgn md wAioA mnx 6n aiuide�adly ihs MaGte�g de'ipiw,Bwoi�eMwu ie fa�teni wp�wt efwss �� ammbenwiyw«dx.6+��m.P+.riaamm�wbemjm,aanenortacea�w�ng.�.na.w�a�nreewcmioo. TC Live 40.0 sf Lbr D8': 1.00 �e.�c�a�,�r.nama��erewffi eruw o�u nr�w��r��a.cs«am.si orrnU.F« P �+eoilinwuM�ekKryuvamenn,eenuahnWmgdeaywcR�nMHein�ime,7PI ie la+�s e�sxtD'(A»IYm $lt Dff: 1.00 ��W��p��y� TC Daad 10.0 ,psf a�ro�r�a�.�u.�T�r,�.�a..r.n..ais�wa��exe,r�rm�waHc:�sai g� Live 0.0 psf O.C.': 1- 7- 3 IRC 06/TYZ-02/ND$-05 SC Daad 5.0 paf Code: MN-RES TOTAL 55.0 sf vs.5.30-9059220 Daaiqn: Ma.trix Analysis Protile Path: F:\trusjobs\343000\343468\SLR�AS•p=x ' Name: FLR Customer;Shaa/Stexart Lbr W0:343468 TI:S Qty:S TC 7rTpRC6 A7¢. �ID C3I Cr TC: 4x 2 L�'L 1800P'-1.6E 2x6 continuaue stzongbaok. Attach to each �oint I.ocations--�---�-` 1- 2 0 0.00 0.16 0.16 A dx 2 SPF $1/N2 (N) 9-13 � truea xith 3-3.5"x 0.138" naila. Splica 1) 0- 0- 0 9) 15- 3- 8 17) 12- 2-12 HC: 4x 2 FL 1BOOF-1.6E etronqback on truss verti.esl. 2) 2- 5- 8 10) 16- 5- 0 1B) 11- 7- 4 2- 3 -3191 0.10 0.17 0.27 A �: 4x 2 SPF STUD (N) NOTE: Maximu�rt truss apacing ia 19.2" o.c. 3) d- B-12 il) 1B- 8- 8 19) 9- 3- d 3- 4 -3191 0.13 0.13 0.26 A �� o= �}; p�,ats{s) 088SST fraa joint cantor. Al1 CCb�RS99I0N Chords ara aseumed to be o) 7- 0- 0 12) 20-11- 8 20) 7- 5- 0 d- 5 -4741 0.29 0.13 0.a2 A � Join< Dmtail Report muei be includ� continuously braced wnless noted othexwise. 5) 9- 3- 4 13) 23- 5- 0 21) 4- 8.-12 5- 6 -G741 0.34 0.21 0.54 A with uty aubmittal, inapection, and/or In-Plant Qwlity Aasurance Nith Cg = 1.11 6) il- 7- d id) 23- 5- 0 22) 0- O,S- 0 6- 7 -4930 0.25 0.04 0.29 A fabricatioa docmnantation. In-Plant Quality Assurasic�, par 7) 12- 2-12 1S) 16- 8- 0 7- B -d731 0.27 0.13 0.39 A T�s truse is deoig�d in accordance with sac. 3.2.4 of TYI-1-02, for joint(a): - 8) 14- 1-12 16) 14- 2-12 8- 9 -d731 0.30 0.15 G.05 A tha 2006 Intiernatioaa]. Raeid�ntial Code 2,4,10,11,12,13,14,16,19,22 -tAX. REACT2�18 BER SEARTNG LOCATIOdJ-'---- aectiona R502.11.1 and R802.10.2 and X-Loc HSat Vart Horie Vplift Y Rype 9-SO -i731 0.57 0.26 0.83 A =�omp� '��, U.N.O. 0- 0-12 1 1090 0 0 8 Pin 10-i1 -3190 0.25 O.iS 0.06 A 23- d- d 1 1030 0 0 8 S Roll 11-12 -3190 0.18 0.24 O.d2 A BROVID& UPLIFT CO1�II7ECTZON PER SCF�DULE "'--'-'GLOHAL hD,X DBFISCTZ�7S_'-'^-'-' 12-13 0 0.00 0.23 0.23 A LI, TI, in./Ratio in./Ratio Jnt(e). ` HC P�R� A7� BDID CSI Cr I.Spsa -O.S4/S15 -0.8d/329 6-5 22-21 1662 0.27 0.07 Q.3q 8 goris. 0.08 0.13 NA 21-20 d136 0,61 0.07 0.68 8 Racaaawnded Camber top and bottam chord: -0.46 20-19 d136 0,61 0.07 0.68 B Lonq tann deflection factos � 1.50 19-18 4930 0.73 0.07 0.80 B 18-17 9930 0.73 0.07 0.79 H 17-16 6930 0.73 0.03 0.76 8 16-15 4138 0.61 0.07 O.bB B 15-14 1843 0.27 0,07 0.34 8 Typical Panel mm 25.5" w'eb goxcs wob �ncE . az- i -ea i�- � 2� �, 71-i1-0 - -- `� 22- 2 -2663 7-16 -235 � 11-11-0 ^ 2-21 5528 26' B -167 23'$'Q al- 3 -i'r3 ie-io s�2 1 Z 3 4 3 6 7 B 9 10 11 12 13 21- 4 -1071 10-15 -1074 4-19 686 35-11 -170 19- S -193 15-12 1526 p.,}g l,sy3 (3X4) 1.SX3 0-3-8 19- 6 -213 iz-ia -zoea � 1.Sx3 4x12 1.Sx3 3x6 1.Sx3 3z9 1.Sx3 �'3x63x6 ].Sx3 4zi2 1.Sx3 18- 6 -12 14-13 -83 � o e � 1_4-� l-MO so� oxplanation of nopetitivo 1 � Mo�nbar Sactor, Cr, on �4 , ravarsa sid� of papor or 4x8 4x12 VY=141'T18 3x10X6 1•S� 3x6 4x12 4z8 Tsc so� e.ia.2oo�. 1Sx3 �,�6-0 .. 1030q 1.50" 1030H 1.50" 23-5-0 22 21 20 l9 18 ]7 16 l5 14 Ia'SCTPT A9 88R47N PLATES 11R8 MiTak MT20 SC9IC�P a.2642 p��pYNQ: 8nq Job: WO: 393468 ]teAp ALL NpT68 �7 THIS 8NEST. A COPY 08 2NYS DRANZNCi TO 8E GlVEN TO D�: TI' B � SRSCTIN6�NTRAC'PDR. BRA.CIJIG MAMIING: . . &.c4y�Aouamadaawi�ianaeRabnb.uq..�b.oi�q.pa,.�e�a,�ail.ra,ei�whi�h�.penor+he Dagnr:SWD Chk: 2/3/2011 bufMing deeyi and wirieh mu�b��t�•Ns bwWW dasidar.Bneua s6mm u fa Iw�d,upy�Mof aum W�� vrnd eu oay b mdue.buddmg kapb.Ro.woa.muu ba vwd�a a�Lor laeaal M�aieg a e�ond ryxiFleO braions - . n �c�M��a��.w�ie�.�y�yorm.e��iaroa�.�nyeony��ma.csNtt�ea�orrrD.�a TC Liva 40.0 paP Lbr bF: 1.00 U ,�re,w„y,xi,y�.,�eea�den�w.tTw.etwtmu�.re��a�sa�no�wt�e Plt DF: 1.00 w�.Maa�ro�w�s�?i�. TC Dead 10.0 psf ro^ O.C.: 1^ 7- 3 �mpoaeW E�i�°mM bY:Tnu��ri�Co..PA..E16 tiauwLiik Rd.Edmta4 NC 1'M�I $(`. Lj.Y@ �.� p8 g IRC 06/TPI-02/NDS-O5 . SC Desd 5.0 psP Code: bIIi-RES TOTAL 55.0 sf v5.5.30-9058856 Dasign: Matrix Analysis Profila Path: F:\�sjobe\3d3000\343468\FLR�B.psx . Nama: FLR Cu�tomer:Shaw/Stewart Lbr W0:343468 T=�B1 Qh'�1 TC gpgCg A7Q, pTID� (;gI Cr TC: (2) 4x 2 SPF 2400S-2.00 2x6 continuous stroagback. Attach to aach ��Jcint Loaations 1- 2 0 0.00 0.19 0.19 C �� 4x 2 8P8 2400E-2.00 � trusa vrith 3-3.5"x 0.135" nails. Splica 1) 0- 0- 0 9) 16- 5- 0 17) 12- 2-22 2- 3 -5633 0.08 0.16 0.24 C �' dx 2 $pP' $74ID (N� strongbaak on truss vertical. � 2) 2- 5-'8 10) 17- 3- 8 18) li- '!� d 3- 6 -5633 0.08 0.27 0.35 C 4x 2 SPF #1/#2 iN) 2-22,2-21,12^15 NOTE: Maxl.mwn truss apaciz�g is 19.2" o.c. 3) 4- 8-12 11) 18- 8- 4 19) 9- 3- C 12-14,20-20 All C�RE88YGM1 Chords arn ass�m�ed ta ba 4) 7- 0- 0 121 20-11- 8 207 7- 5- 0 d- S -8370 0.18 0.25 O.d7 C (} or {}; Plata(s) OFFSST fraan Soint canter. coatinuoualy bracod ualess natod otharwise. 5) 9- 3- 4 13) 23- 5- 0 21) d- 8-12 S- 6 -8370 C.SB,0.34 0.52 C 2he Joint Datail Roport must ba includad In^Plant Quality Assurance with Cq s 1.11 6f 11- 7- 4 14) 23- 5- 0 22) 0- 0- 0 �6- 7 -8605 0.17 0.26 0.43 C �� any subnittal, inapeotion, and/or In-Plasit Quality Asauranca, por T) 12- 2-12 1S) 18- 8- 4 7- 8 -8350 0.17 0.28 U.45 C £abrication �oumontaeion. eec. 3.2.d of TPI-1-02, !or jointfe}: 8) 14- 1-12 16) Sd- 1-12 This trus� la deaiyaod ia accordance wiCh 2,12,14,15,16,17,18,19,21,22 -^--- - TOTAL DSSZGN IQAD3 ------^----- B- 4 -8350 0.18 0.30 0.48 C tihe'2006 2ntornational Residontial Code Uniform PLF Frcan PLF Sb 9-10 -5633 0.08 0.27 0.98 C ..�tioua RS02.11.1 and R802.10.Y and TC Vert L+D -139 0- 0=d -139 23- 5- 0 10-11 -5633 0.08 0.2b 0.34 C zeferanaod standards, U.N.O. 8C Vart Ir�D -7 0- 0- 0 -'7 23- 5- 0 11-12 -5633 0.06 0.16 0.24 C '""'�• ��T=�s �R �� TI�i 12-13 0 0.00 0.19 0.19 C X'='Oe HSlL Vort 8oris Vplift Y Type 0- 0-12 1 1932 0 0 8 Pin 23- 4- 4 1 1732 0 0 8 x Roll BC P'ORCB AXL HND CSI Cr 2ROVID& UPLIFT f�AiECTION PSR BCBCDVLE 22-21 3202 0.32 0.06 0.38 C --------GY.OHAL 29+X �ESLBCT=O�is-"""" 2}-20 7208 0.71 0.07 0.78 C � Ti' 29-19 7208 U.71 0.07 0.78 C in•��tio in./Ratio Jnt(s). 19-28 8605 8.85 0.08 0.93 C ='�� '0.36/763 -1.08/257 17-18 9oria. 0.07 0.20 NA 16-17 8608 0.85 0.08 0.93 G ga��n�d Cambar top aad bottmn chosd: -1.07 I7-16 8605 O.BS 0.07 0.92 C Long tpsm daPloction factor = 1.50 16-15 T211 0.71 0.07 0.78 C 15-14 3203 0.32 0.06 0.38 C Typicat Pand=26.5" w.b soEecs wab &oxc¢ s2- 1 -ie3 i�- � e 11-11-a 22- 2 -3550 7-16 -299 I1-13-0 2-21 2723 16- 8 -391 23"5-� 21- 3 -391 16- 9 i2�s 1 2 3 4 5 6 7 8 9 10 11 I2 13 21- a -1764 9-15 -1767 4-19 1301 15-11 -389 19- 5 -437 z5-iz 2�22 _ 0.3-8 1.5s3 [Sx4] W=3x6 1.Sx3 0-3-8 19- 6 -2bz 12-14 -3550 3Xg 8x16 3xS 6x12 3x5 Sx4 3x5 6x12- 3x5 8x16 3x5 � 18- 6 ^2 14-13 -263 '� 1-4-� 1-4-0 Saa axplanation oE Re�etitiva `' � � A�raber Factor, Cr, on �` 22 1.Sx3 3�q 6x16 6x12 =awrs• eida o£papar o= 6xi2 6z16 �V=MT18 3xl# 1.5x3 � x�c gosm a.ia.2oo�. N=3x6 ��0.G-0 � 1732#1.50" I732f11.50" 23-S-0 2 21 20 19 IS i'f 16 15 14 EBCEPT AS 3HO�N PLATSS ARE MiTek MT20 $cale�0.2642 �PARNINfi: Bng Job: 970: 343468 RZAD 11LL lAdlEB ON THI9 86TDT. A COYY O£ TBYS DRAi►ING TO 8& axvsN ro Dvrg; TI: S1 &RSCTIN6 CODITPI�CTOR. SAACIN(i WARNItXi: fMein�A�wmonJrodrsaia6isaormaaionbawV�•.�'W�.�� p&P�Ih.ci�ariidkrbniin{�rhicki�operto(Ihe Dsgnr:8S4D Chk: 2/3/2Qi1 �yj�d'e18dCppi�MlWhldlqflUlb00pu1dCCd�Y1�C.�w..rydCYeiMf.BIKW{dnWN�6lQt�itWR� MO�Wfl +�ben^nU'wwhe°b°cWMg�99'.Pr°""'w"'mu`°""°°nmh°`�°wdbaa�x°'d`°o��ed°°°�°°°�ion' TC Live 40.0 . af Lbr DF: 1.00 D�� dMmnmcd bp U�e hdW4g Jefiyxr AddNiorol6we:�g oftls mnY awrA�ue maY be roquiteJ(See IiID•91 oC7P�Por p apeifiel�wshe+eintreqnkemem+.<oauw!`°1�de'ry"°'�(f""tPW°�°�i'°a`.7P1�°�°"�ed°�se}lY�noRio TC DaB�d 10.0 psf P1C-DF: 1.00 orive.M,e�wn.wNwmNs�vlfh. O.C.: 1- 7- 3 co�,r,,,��,a,�;,,n,;Me.�•m,..e��«�co..vn.s�sx«�+aexa.e�.r�3'+v;s HC Live 0.0 psf IRC-06/TPI-02/NDS-OS BC Doad 5.0 psf Code: MII�1-R83 TOTAL 55.0 sf v5.5.30-9058883 Design: bfatrix Analymis ProPilo Path: F:\tsuojobs\3d3Q00\343468\2L�\Bl.pzx ' Name: FLA Customer:3haw/$towart I,br TP0:343468 TI:C Qty:7 TC FpRpE A7¢. ffiID CSICr TC: 4x 2 SPT 11/Y2 (N) �l or (y: Plata(s? OSP'SET lran jo9.nt cantar. ��=.--Toint I,ocationa=- 1- 2 0 0.00 0.15 0.16 A �� 4x 2 SPF $1/Y2 (i�p Tde Joint Detail Raport must ba includad 1) 0^ 0- 0 S) 7- 3^ 8 91 9- 6-12 • 2- 3 -206 0.00 0.18 0.18 A �' 4x 2 SFF BTUA (N) mith any submittal, iaspoction, and/or 2) 0- 5-12 6) 9- 6-12 101 5- 0- 4 3- a -1301 0.03 0.18 0.21 A (2� dx Z 8pF $Tt� �N� ��9 gabricatioa doauaiantation. 3y 2- 9- 0 7) ]2- 0- 0 11) 0- 5-12 SL: 4x 2 SPF N1/�2 (N) In-Plant Quallty AssurpncQ with Cq= 1.11 4) 5- 0- d 8) 12- 0- 0 12) 0- 0- 0 1- 5 -1301 0.03 0.17 0,20 A �; � tsuss spacing is 19.2" o.c. In-Plant Quality Assurance, per ----t�C. R&T+CTI�IS PER BEARINO LOCATION----^ 5- 6 -408 0.01 0.32 0.33 A All C�1PRE39IO1Q Chorfle ara aes�ad to ba amc. 3.2.4 of TPI-1-02, for joint(e): X-Loc HSet Vart Hor3z Up1iPt Y Type 6- 7 -908 0.01 0.19 0.20 A �+�nuoualy bracmd unloss notad othorwise. 2,3,9,11 0- 2-12 1 532 0 0 B Hin This trues is dasiqnad ia accordanco wtth 12- 2- 4 1 Sd2 0 0 T 6 Roll HC FpRCB A7Q, �ID C8Z Cs �� 2006 International Residentia7. Coda PROVIDE UPL2FT COHI�ECTION P&R SCi�DULE s4ations R502.11.1 and R602.30.2 aad 12-11 206 0.05 0.06 0.11 H =�erenced staadards, U.N.O. i1-10 927 0.2C 0.06 9.30 8 --------GIA�AL b�JC DBFi.ECTI0N8--------- TO- 9 1259 0.32 0.06 0.39 8 � Tr' 9- 8 0 0.00 0.03 0.05 8 in./Ratio in./Ratio Jnt(s). I,Bpan -0.06/998 -0.10/999 9-10 Horis. 0.0� 0.02 NA Neb FORCB SPeb FORC� Aoconmeadad Cambor top and bottom chord: -0.05 12- 1 ♦4 10- S 47 Iong tesm dePlectioa factor � 1.50 12- 2 -633 S- 9 -398 11- 2 d27 9- 6 -265 11- 3 -816 9- 7 1019 3-io 42a 9- � � Typical Pane!=26.5" 10- 4 -184 Sas explanation of Rapatitive tEanbor Factor, Cr, o++ � 12-4-0 . rovesse eide of psptr or sac r�orm a.la.2oo�. 1 2 3 4 3 6 0?,d-p �-�' 1.Sx3 0-3-8 3z4 � � 1.Sx3 3x5 1.5s3 3x4 3x5 6xG �c o I . f 1-4-0 1-4-0 �C �. (3x4� 3x5 3x8 1.5x3 3x5 532#�' S42#3.50" ll-0-0 �. t2 il 10 9 8 12-40 � EXCEPT A8 $80�PN PLAT83 ARE MiTok MT20 Scale=0.4838 aPARNING: Snq Job: 970: 343468 RiAD ALL HOlSB ON THIB BNE8T. A COPY OF TRIS DRA17IN6 'PO 8& 6IVSN TO p�: TI:� C EASCTIfk�CONTRACT012. BBACIMO WARNING: g��t�s�0win�yn��aepongnc�o�.we�bnoing,pmu�p�wiogeramilubru�ng�ichuapnotuie Dagnr:SWD Ghk: 2/3/2011 � enna;qea�cea v�m�rt m owna�+.e q�w b�'wwg daipw.B�a dww u ra Lw.�.�pOn of wa � �� M�Y1�61tOCh'b K�e bY0klb1`Ifll`Ih.PIONnaW muM 1%/INdd IO oAChN��xGtfl�YI<tldt md Nd�Oouti00s _ �w�Mew��.a�t��or+n�o„��a�m.ra�csa 91of77D.Fm TC I,iva 40.0 p:f Lbr DF: 1.00 q+eeleewubr+oingnqdrmewaoontwibwwingda;gaccf�+w.mtneu�.tvi o we.�e Hsa9u'Onw�io Plt UF: 1.00 pd.e.M,aiwn.wuwnnnss�is�. TC Desd I0.0 pst Compaine!{npnwaiagby:Tws H�pumriag Co.,DA.,EIB Samd�ids Rd.Gm+w,NC 17973 BC Live 0.0 psf O.C.: 1- 7- 3 , IRC 06/TPI-02/NDS-05 HC Daad 5.0 psf Code: MN-R8S TOTAL 55.0 sf v5.5.30-9058874 Design: Matrix Analyais Yrotil• Path: F:\tsusjobs\349000\343468\SLR�c.pr�c ' Name: FLR Customez:ShaK/Stewart Lbr W0:343468 TI:D Qty:7 TC FOACE A�, BND CSI Cr .TC: dx 2 SPF �il/$2 (N) (� or �}: Plate(s) OFFS&T fraa joint caater. �-----JoSnt Locations��s 1- 2 0 0.00 0.14 0.14 A �� ax 2 SRF N1/A2 (N) The Joint DQtsil Aaport muat b0 includ�d 1) 0- 0- 0 5) 5-11- 4 9) 5- 0- 4 2- 3 -I50 0.00 0.21 0.21 A �' 4Y 2 SPF STUD (3p w3th any si�ixini.ttal, inepaction, and/os 2} 0- S^32 6) 8- 4- 0 10) 0- 5-12 3- d -626 0.01 0,21 0.21 A t�� dx 2 SPF STUD (N) 6-B Pabrication dxumentat3on. 31 2- 9- 0 7) B- 4- 0 11) 0- 0- Q SL: 3x 2 3P8 N1/iF2 (N) Irt-Plant Quality AeEuranCe Nith Cq a 1.11 4) 5^ 0- G 8) 5-11- 4 0- 5 -558 0.01 0.26 �.27 A �g: ��yp �se spacinq is 19.2" o.c. ----M4X. RBACTZORi3 PLR HEARING LOCATION----- "'-""G7AHAL 2�X DEH'LYCTI�78----'---' 5- 6 -558 0.00 0.16 0.16 A All COt�RE88I0li Ckorda ara aaswoad to ba X-Loc BSat Vort Aoris Uplift Y Typo LL TL aontinuoualy bracad unlesa not�d otherwise. 0- 2-12 1 371 0 0 8 Pin ' in./Aatio in./Aatio Jnt(sl. eC f'ORCB AXL 8I1D C3I Cr T�s txuse is designad in aacordanae ari.th 8- 6- C 1 36I 0 0 T H Roll I.Span -0.04/499 -O.D6/999 6-5 11-SO 150 O.OQ 0.07 0.10 g tha 2006 International Residwntiel Code PAOVIDE VBLIFT COQiNECTIOli PER SC88DULE goris. O.OQ 0.01 NA sections R502.11.1 and R602.10,2 and Recomnended Cambor top aad bottom chord: -0.03 10- 9 572 0.15 0.07 0.21 8 r4fe=onaed atandards, U.N.O. Lor�q term deflection factor = 1.50 9- 8 626 0.16 0.06 0.22 H 8- 7 0 0.00 0.03 0,03 H iQeb FORCE 7➢Yb FORCE 11- 1 • 39 9- C 3 ii- 2 -aso a- e -us TypicalPaael=26.S" r 10- 2 272 8- 5 -196 10- 3 -498 8- 6 628 3- 9 62 7- 6 10 8-8-0 B� esplanation of Repetitive iimmbar 8actor, Cr, on 1 2 3 4 S revsaa sids of pspar or TEC Fo� 8.14.2009. 0-3-8 1.Sx33z4 l.Sx3 3x4 3x4 3z5 6x6 O � � . 1-4-0 - 1-4-0 � - ---- � � (3x4j � [3x4j 3x8 �'S� 3x5 L � 391#S.SQ" 381a 3.30" � 8�4�� r r �i 11 ]0 9 8 7 ? 8-8-0 �� EXc�PT AS SH06PN PLATSS ARE tdiTsk a�T20 SCakID0:679b P7,ARNTNG: 8ng Job: WO: 343468 � ACAD ALL t70'PE8 ON?NIS BtliCCT. A COPY oS TNSs DRANIN6 TO 88 62VYN TO Dag: TI: D BAECCINO CONTRACYbII. 8RACIHG RARMIDiG: 9noia'dwvnonYw.ka�gie�srationbnwayriodErum}poaWbr�ei�wumilarlrui�ufiieAisapsnofOss Dsgnr:3wD Chk: 2/3/2011 Mu'IdiN�W xvd wAioA awp b oamiderod 6y da MaMWg�ipwr.Ilneing ihwm n ta lsattl�pa1 of Wu �� teeml+enmlyrofqka�b�yku{Ib.RovidwxmuetbemnkWenahotlokmlLmei�mmNoM�a(xrdtow�ions . . a��awu»wa�a�e�er.n�taw«�oi�era.o.�na�,�ru� (9�aHB�9ioflP�Pa+ TC Live 40.0 psf Lbr DF: 1.00 'p`°'lf`°m'MeMKrc�raoe�a`muub'°l�qda'ipi".(["°'P�"°Inni""`.TPi�laidu587Dtil�mfn° TC Dead 10.0 af 81t bF: 1.00 ' odvs.M.auoo.w�,m�n Sa��. P Coa�paiea�6uFineeriu6bcT�w6�'vxed��}Co..PA..S188owid+iJeAd,EJenau�.NC2)932. SC Live 0.0 psf O.C.: 1- 7- 3 IRC-06/TPI-02/!ID$-05 BC Daed 5.0 pef Code: bIIT-RES TOTAL 55.0' sf v5.5.30-905B876 Dasign: 24atrix Analysia PrcEile Pa:th: F:\trusjobs\343000\343a68\FLR\D.prx A A A A A A A A A A A � A A A ' � i A A A ' A A "NOT TO SCALE"' PLACEMENT PLAN ONLY -"' �e�: ��eB �.,�,,��,�" ° Shoreline Builders Customer.ShawStewart wOE:ROOF See individual truss drawings for� oesipnec�eon Cnecker. #CmpMs:21 additional information such as ;' "�0fl°O`°"`61 Burke Laet saved�Feb 03,zot� ieo� number of truss plys,bearing and �� 2256 ShadyWOOd Rd R,� �nrour�a�:�.�s �?'�:�ib:..,..:. , „ "` M� ' TC Live: 35.00 Pk DurFaC: 1.15 bracing requfrements,naqing �� „ , OI'Ot10, TC Dead: 70.00 Rf Spaang:24.00 schedules and any other p��„�,�.�;g qC�„8: o.� Deaign Crit:TPI-95/IRG00 information�ot shown on layout. �"'�� BC Dead: 1D.00 Design Deacr:IRC Labeled end of truss on iayout �� ,�.��, rota 6 0o s.o.o.� represents b�ck palnted end. . urs ay, ery , 11 ' Name: ROOF Customer:Shaw/Stewart Lbr �P0:343468 TI:A Qty:19 1�2EVRCB 3UQ. Hl� C8I Cr TC: 2x 4 FL N1/N2 (2� Bottam chord has baea loadpd with 10 ps£ ��Joint Locatione� -1907 D.04 0.6T 0.70 A �� 2x 4 PL A1/i2 (i� liva load appliad non-oonourrantly. 1) 0- 0- 0 5) 2C- 0- 0 9) 8- 0- 0 2-, 3 -1674 O.D4�O.b3 O.ST A �0 � 3 ePF BTUD (N) All �RSSBION Chords are asewasd to bs 2) 6- 0- Q 6) 24- 0- 0 �01 0- 0- 0 3� d -1674 0.06 0.53 0.57 A �' Zx 4 FL il/M2 (N► continuously braced un].eea notad otharwise. 3) 12- 0- 0 7) 16- 0- 0 bR1LTIP73 LQADCASES -- Thia deoign ia the Thia truss ia d•signod in sccordanaa with 4)^18T^0' 0 8) 16- 0- 0 4;5 -1907 0.04 0.67 0.70 A ��osite rssult of multiple loadcasaa. tha 2006 Zntarnational Residential Code - - TOT14.L C8SI637 LOADS '-"'-""" WndLod per AeCS 7^OS, MNFRS/CiC, Ve 90mnh, sectioas R502.11.1 and R802.10.2 and Uni£ozsa PLF From PLF To � gpg� �, � �g=�. H= 23.0 ft, Ia 1.00, &xp•CaL. C, Kct� 1.0 zoforancxd stsndards, U.N.O. TC Vert L+II -9Q - 2- 0- 0 -90 12-'0- 0 10+9 1525 0.31 0.60 0.90 H Hld S�pa� �al L= 24.0 fL�P= 24.Q ft Truss In-Plant Quslity Aseusanco with Cq � 1,00 TC Vort IhD -90 12- 0- 0 -90 26- 0- 0 9� B 1081 0.11 0.47 O.SB 8 in S2ID aone, TCDIt 6.0 prF, BC�Iw 6.0 ps! In-Plant Qua].ity Aseuranca, por HC Vart L+D -20 0- 0- 0 -20 21- 0^ 0 ""�X. REACTIONB YER HEARIN6 I.00ATIOPI-`-" eac. 3,2.4 0! TPI'1-02, for joint(a): 8- 7 1051 0.11 0.47 0.58 8 X-Loc SSet Vart Horis UQIi£t Y R�po 1,5,7,9 T- 6 1525 0.31 0.60 0.90 8 0- 2-12 2 1800 152 -297 H Hsn --------GLOHAL 29�7C "p'��"'"SOti6-_---__^^ 23- 4= 4 1 1500 0 -297 H H Roll LL TL w� � � �R� PROVmS UPLIFT CONNECTIOtt FER SCHEDVLE in./Ratio in./Ratio Jatla). : 2- 9 -417 3- 7 573 ' I.Span -0.21/999 -0.37/743 8'9 Horiz. O.QS 0.11 NA 9- 3 573 7- 4 -417 Raca�e�dad Ca:ob•r top and bottom chord: -0.25 Long tasm daflection faotor = 1.50 Sae •xplanation of Ropetitiva Me�aber Fxator. Cr, on ' raverae side of pmper ox TSC Form 8.14.2007. iz-ao iz-ao ] 2 3 4 5 � 7.00 -7.OQ , Sx4 1.Sx4 1.Sx4 . 7-7-9 8-6-1 . 0-?-9 [Sx4 Sx4} Q'�`9 3x4 3x4 � � 3x6 I5�SO" 1500#�5.50" za-a o z�a o ° 9 za-a-0 8 � �-a o ExCBPT 8s 3H �ARS MiT.k MP20 (R2-3-1 ) Scale=0.2235 WARNING: Eng Job: WO: 3A3468 READ ALL NOR63 ON 'tNIS SNBBT. A CO?Y 08 TBIS DRAiPSNG TO BE�GIVEN TO , r.nscrzric coNrar.cxon, sw.csNc a�uwu�c: Dwq: TI: A 6�g,bo�+,waatraa�i.m��n4�g.�inaera�.w�+�trooin�a,Nw.�er�wkmu.pxtoriDe Dsqnr:SpPD Chk: 2/3/2011 � h�ldag da�iBnvW��8rioh wut4e eauidwed bY 9�e bui�iN demsec Hrumg thmw u for�Nttal aWpwn of wu �� mmMa ady w rd�xo wek�ng ko�h.erovuimr muu be mxb.te�mdw htsm�tcacsne a enM ad qxdfiea bemiw TC Live 35.0 sf Lbr DF: 1.15 de�amined by tlu 6�kd'in�daipxr.AddNwwlb.cu�Q el�M ewoll Wua�ae m+p W rcquroed.(See}!�•91 a'74�Fa P �paa7icxuabuciagrcQui�armntr,wnualnildingdmspar.(hm+PwemaitWe,TP1 u lowce uSe3pq�efrio Plt DF: 1.25 ta;�e.aw�,w��sm�i. TC Dead 10.0 paf . Componsnt&ynrewi�bY:Twr Hoginas�y Co.,P.M 818 Swidoidc Rd,fidmam,NC 2191T SC Live 0.0 psf O.C.: 2- 0- 0 IRC-06/TPI-02/ND3-05 SC Daqd 10.0 psf C�; � TOTAL 55.0 sf v5.5.30-9058743 Daeiqn: Matsix Analysis Profile Path: F:�trusjobs\3d3000\3d3468\R008�A.prx ' � Name: ROOF Customer:8haw/8temart Lbr W0:343468 TI:AG Qty:2 TC SORCE A7Q, BND CSI Cr TC: 2x 4 FL lii/92 (N) Aottan obord has baen loadnd xith 10 paf oint Locations� 1- 2 -1907 0.04 0.67 0.70 A HC: 2x 4 FL N1/A2 (i�p live load appliad aon-concurrently. 1) 0- 0- 0 5) 24- 0- 0 9) 8- 0- 0 2- 3 -1674 0.0a 0.53 0.57 A �' 2x 3 8PP 81VD (N) A7.1 CObffiR�SSIOti Chords are assumad to ba 2} 6- 0- 0 6) 24- 0- Q 10) 0- 0- 0 3- d -167d O.00 0.53 0.57 A �' 2x d FL N1/M2 (N) eoatinuous2y braced unl.es notod oth�zwise, 3) 12- 0- 0 7) 16- 0- 0 G8: 2x 3 SPF BTUD tN) This truas ia designed in aaoordanav rith 4) 18- 0- 0 8) Sd- 0- 0 4- 5 -190'/ O.Q4 0.67 0.70 A �,TZPLE LOADCAS88 -- This deaign is the tha 2006 Intarnatioaal Reaidential Code ----^^------ TpTAL DE9itfda LOADB ------------ cpqaosit� roault o£multipla loadcases. oecLiona R502.11.1 and R802.10.2 and Uni£orm PLF From FLF To � gp� �, � Cg=a WndLod par ASC6 7-05, b&�FRS/C&C, V� 90mph, refarenaod stiandards, U.2t.0. TC Vert L+D -90 - 2- 0- 0 -90 12- 0- 0 10- 9 1525 0.31 0.60 0.90 B ga 23.0 ft, I= 1.00, Exp.Cat. C, Kstm 1.0 In-Plsnt (�uality Aoaurance aith Cg= 1.00 TC V•rt L+D -90 12- 0- 0 -90 26- 0- 0 9- 8 1051 0.11 0.47 0.58 8 �� °n°1 Le 24.0 !t � 2d.0 ft Truss In-Plant Quality Aeauranoa, par BC Vext L+D -20 0- 0- 0 -20 24- 0- 0 in �ID aona, 1'CD� 6.0 psP, BCAL� 6.0 psP sec. 3.2.d of TPI-1-02, !or 3oint(s): --Mn%• REACTICSdB pF.R HEARIIid LO("AT=OR�1"'-' 8- 7 1051 0.21 0.47 0.58 8 �,s trute has bNn daeiqned Por wind 1,5,7,9 X-Loc SSeL vert Aoria Up1iEt Y Type 7- 6 1525 0.31 0.60 0.90 8 in the plane aF the truse onlylll 0- 2-12 1 1500 iS2 -297 8 Pin 23- 9- 4 1 1500 0 -29? 8 A Ro21 PROVIDB UPLI&T COIaiECTION P&R SCI�DULE Neb FORC& iPeb F'ORCE """_^GIAHAL 29UC DBHZECTIONS"'----" 2- 9 -417 3- 7 S73 LL TL 9- 3 573 9- 6 -d17 ' in./Ratio in./Ratio JnE(s). I.Span -0.21/999 -0.37/743 8-9 Sae oxplanatioa of Repetitive 6oris. 0.06 0.11 NA Reca�miandad Camb�r top and bottma chord: -0.25 t�faml�er Faotor� cr� or+ � 12-�-0 12'�`U rwvarae aida oF pspar or ' n #aator � 1.50 rre so� e.ia.2oo�. 1 2 3 4 5 � �.oa -7.00 sXa i.sxa i.sx� T-7-9 8-6-1 0.7-9 [Sx4 Sx4J d-7-9 � 3x4 3� 3x4 � � iS00i�S.Sp" i50�.S0" 24-0-0 2_p_p � 4 24-0-4 8 9 6 2_�_� {R2-3-13 (R2-3-13 C08A84TZC PIATS$ (92)l.Sx4 TeXCEPT AS SSOWN PI�ATES ARE MiTak tgi20 SCa1t�0.Z286 p�e,gpZN�; Erig Job: 1P0: 343468 ae�w A1a�s o�t xxss ssear. w crorr oa rxss aanotixc xo as cr�[� �co D�q: TI: AG enacrierc cot�xc7ro8. saAcxao ml�wxe+o: Hrwinpdwnnaatlw�aniosistwter�e�enb«i�,wuidbwcrne.pwu�bmia6m�rbAeqwhiol��salwnof�da Degnr:BWD Chk: 2/3/2011 bniyinB dnw�m+�vrAieh awa be uwidned by Me but�desiVpr-9nom6 dnwu'u f«bwel rppon oCwn � �� mm�DarmlywroJucebsYli�lae�lh.Proviwromua6umudemwel�Meenlbiwx�guaadrend diodkweuis _ ._ a.w�ae,.�e�an;��.wam��a.�r�era■e.eeu,waW.�,.yu�,�.W.tsaH�a�orrrp.F«� TC Zive 35.0 pst T.br DF: 7..15 �pCafrcwayacMgreq�drommn,ca�u�tpuiMa�gdaignec([nwPhutmtitoee,iPi ic lou�ea aitlnronofrio Plt DF: 1.15 tMve,t.idiwn,wrocm�qnsms> TC Dead 10.0 paP �rtEy6�eauqby:TmaE�fuatM�gCo.,P.A..8f8:kw�d+iSvRd.Sdoumu.HCYN33 SC Livo 0.0 paf O.C.: 2^ 0- 0 iiec-o6/rri o2/rms os 8C Dead 10.0 pa£ Coda: • TOTAL 55.0 sf v5.5.30-9058746 Doaiqn: Matsix Analysis ProlilQ Peth: F:\tsusjobe\3d3000\343468\ROOF\RG.prx � DA TIME V CITY OF ORONO CALLED IN °� � INSPECTION NOTICE SCHEDULED '� � �� PERMIT NO. a2D/l- ooDa i COMPLETED ADDRESS �aS� S`�—�/Gtl�'l�� OWNER - TELEPHONE NO. �� 63�D CONTRACTOR ��Z��+-� �� DESCRIPTION �� ❑ FOOTING ❑ PLUMBING FI AL � EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS 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 v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W C o �-� ��- � Y�: : .�-_ �. � 0 � W � Q � 2 W � W � � W ��..WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFOREC�/ERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTIONREQUIRED.CAIITOARRANGEACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector. t 1 /�� !� � 0 White Copyllnspector's File Canary CopylSlte Notice . '� f �� D TE TIME V CITY OF ORONO p��.��CALLED IN — ' I I � INSPECTION yOTI E CHEDULED ' / PERMIT NO. �� COMPLETED � ADDRESS l0 � OWNER . T LE HO E NO?�3 `f38 �'z CONTRACTOR �G(�'/l.� >; DESCRIPTION �`� �a'�� Ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LqKESHORE/WETLANDS � O ❑ 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 J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVA� Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J � �' � � � 5 �` �!l �/� � , � �� r,� i/` W � Q � Z W � W � � GW �NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� Owner/Contractor on site: Inspector. f ? White Copyllnspector's File Canary Copy/Site Notice �— DATE TIME V CITY OF ORONO CALLED IN ��-�7/' INSPECTION NOTI E �a/�SCHEDULED ��" —� � PERMIT NO.� - � qI COMPLEfED �' � ADDRESS �a-5� S OWNER EPHONENO. 7�3 �� b�� CONTRACTOR 4.� � * �e�� DESCRIPTION f-' `�'�C � �2�� ►�l�C.-- � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS 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 J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y CO MENTS: W a �l.D v t�/1-P f-{--r4�n,4 r�5 0� _5T�/ZS � � O a � O � W � Q � 2 W c W � � d W ❑WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V C' PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 Owner/ConVactor Inspector. White Copyllnspector's File Canary CopylSite Notice �� DAT TIME ✓ CITY OF ORONO CALIED IN l` INSPECTION NOTI E SCHEDULED — —�� :� PERMIT NO. o�D 6�'40D a I COMPLETED ADDRESS aa�� ShQ��I .�� / L�.[- OWNER TELEPHONE NO.�G�3 �� OZ� CONTRACTOR �S�[..0 tl/��►2-P ��0�.� �: DESCRIPTION /`-�n�� "-�� lt� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS ti Q ❑ 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 J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o ` !� � c� (1�.,'' f � T�� '�'�A►�t � �.'G� a � 0 � W � Q � z W � W � � � GW ❑WORKSATISFACTORY:PROCEED �RQJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ��uUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TE j V BEFORECOVERING PERMANENT ✓ ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WlLL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �Q5Z� Z49-46�� OwnerlContractor on site- Inspector. l�. White Copyllnspector's File Canary CopylSite Notice - ao�i- 000�.J aa56 5had�c,�� (�tT� GpP�' RECEIVED �- Q 20 40 6O g,2q,9 JAN 31 201 i � � \ _ _ � � � /� , �� CITY C)F ORONO SCALE IN FEET ; �� ,99`�� = EXISTING SPOT ELEVAT�ON. � �^�°� �\� � �Q � \ 'ys ��'�i,o� X(998.0) — P,ROPOSED SPOT �LEVATION � � � �� 3\��9A � � = DIRECTION SURFACE DRAINAGE i � `�� . - / � � > �$9 OHL — OVERHEAD UTILITY LINE � ,�� s �� g GFE = GARAGE FLOOR ELEVATION �"`�.� � � � �o � TFE = TOP OF FOUNDATION ELEVATI�N �'` � LFE = LOWEST FLOOR ELEVATION `��,�%/ � � g-�o�\ � � � i • � �-� / � � � HARDCOVER � � �,�, �� \ � 0-75 = 3850 SF/0� � ��- �� - �� '�� 932 / / / HOUSE = 90 SF - - - 9 � � � � DECK = SF (N/C ��.\,` \ � ��- � � � TO�AC = - � � ��'—�_-_____ � 3l0 S S lo M�- ��2 /� � ��i � _...�.., i �`' ° � `` � �� i -`._� 7 -250 = 9800 SF � ��o DECK i i ��-� ��=2454� IqZ�u�r�U � `¢� `� li � i �� HOUSE = 116k��SF L�"�� .y,pvlo J`'' � 3 �� i � y.''�� v DECK = 90 SF (N/C}-� .T� � � � � i � GARAGE = 600 SF � s o� 4'8 �9-�� ,� SHED = QUT 5F =�' � � EXISTING tirvs _ ` WALK = 2 2� SF '� m� HOUSE �� DRIVE = 4-� �c,� ```�� o��`�s o TOTAL 2450 SF/ 25.0% � �� 0 9 0 /g� 6 d- � -+ �Z5�-Sy = Zy�0 : T�� 6� v 250+ = 430 SF --- � �� FF�'24 3 0 � DR�f-�'- 380 SF/88� �S g-��$�'�,p�CK �.9��s EXISTING .� � o s �� .s 4.p HOUSE � � I%' .e��e' �� ,�,�.��' : � \ � �� 5 (n W � � / .� ,��.� � __ - �� ' 9 �i f� �e ..v___-- —`� �(� �9-y�`' �P �p Q)� d�- �� / � � �� „��` � / o'�� b p �n � � _ ;� � / / ,w� � , ` r � \,� ` \ \ � �� cy � �Cj w O �� p�`� ` \ � �/ g'�1 �J �i z � M O q � � � �/ �!�`� � 3 }. Q I Z � �� /� ' � � 37 � `to,,,� � � PQ�� ` �/'� � ��1� �t� �' � f7 � � �\� �" � J� / � �y''�P 9 �O Z � mo m � o '`�� -.,� 9 c��P I 1 �' � � O BENCHMARK �'� n �r �i°�'�,�p � �� _/.�/ � ��.'�� /�: ` �.c�i � EREVAN 933.4 c� w a� 1 f+� � 0 1'\ / g�y��' ��' 0 ^ � � ` \� � � �`� / '�g�� / , �� -V\ \ �' O(� �� N \ _I � `�'.� ��'_'_�3 ) _ Q,�P5� �(0 \ �� .�, `� �.� � � �� -,� �� g ��- � �g��5 � � d.�P� O w-= � � ri' '�� ^�� ,�.,� � �' �e �° �. `� s � � 1� u �� \� � �^3� R T �� So�� , ry �._._. � �� O w ' H Q .� �,�� g-y�� .` q(�\ � � - ...�._.__..____._------------ � *�' V� � � s� `��,�` -�....� ( � � � �. � _ v � � 1 � c t� � �� 9h0 2�� g�$;�`'9.`/ -'- ___..._._._-----� �J ( � � ,� � � � g 9��" �- N� J s � ��'"�-. � �� ,� � RPG� > >9� . �� ° �� I � � � ...�_ . �P �� __..��-.._._.._�_.-- GP ;� ��y� GP �'k � , � (� f 9�`� 24 4 FF.� �,� '- � ` ` � � f G - � �u �o � ' m � g�� P 4 /�� 9�'�6,l LEGAL DESCRIPTION: � o � ' � � / /i � LOT 6, BLOCK 1, WILEY' S PARK, L �j �� } � _.� -._ 9 � ; � �S / /� � �� HENNEPIN CO., MN. `° N � � g� ;' oy �`�� ADDRESS — 2256 SHADYWOOD ROAD q ��;j �� s� !' gh2- PID#17-1 17-23-43-0125 W �� az>'o � �. az�z / � �g��6 s� C A�,� LOT AREA = 14000 SF/ 0.32 AC ��N� � �/,^S7 g Y ,,, W>Z,,� }�o / v�O A_ . �` m• � ��J� � (� ��s ��'F-9s �� SURVEY IS SUBJECT TO CHANGE PER � ��'� � �� >>,, � gA1� TITLE OR EASEMENT WFORMATION o �� _ �' �. 0� � N �o� �� L�j ��° ,�� VERIFY ALL DIMENSIONS AND N }�r�` .w O��C�O g�� \\ EL.EVATIONS WITH HOUSE PLANS �. � �ZOQ � � � � � � W�aW"' a Z Q I� U �S\ �,� / \ VERIFY ALL SETBACKS WITH CITY ~ � Z }�,� � � o � m � w Z ��W I �Z \'/ d o� � =rsz � � _m�� < _ � � f�l G �� .�6 06�- � 0 20 40 60 g2�9 � �A / \ \ ' � — — � ✓ \ �l� �/� SCALE IN FEET , �� ` � o .�99`�h = EXISTING SPOT ELEVATION. � '�^'°� �� Q W o O � \ 'L s ��i,o�� j � � � X(998.D) = P,ROPOSED SPOT ELEVATION � � � �� 3\�'9,0 � � W o � = DIREGTION SURFACE DRAINAGE � \ \�° \� 9 C� v O W W � �HL = OVERHEAD UTILITY LINE � ,�� s �> �92a � � V GFE = GARAGE FLOOR ELEVATION �.� , � � �o , _ � TFE = TOP OF FOUNDATION ELEVATION ��- � � LFE = L�WEST F�OOR ELEVATION \��,;/ � � 9�,0�\ '� � "� / .� � � ,' �-� � � � � HARDCOVER � � ��..,_, �� \ � 0-75 = 3850 SF/0� � �'�� HOUSE = 90 SF 9�k �,9�,� � � � DECK = 220 S� (N/C) � '`�- � � � TOTAL = 90 SF/2.3% >>2� ` � �, �� _�—�_--- _.� i �`' � � � � �� -�._� 75-250 = 9800 SF '2o DECK i i ~�=� X25�= 2450 S�HCA o// � �'`.� HOUSE = 116 o SF J`''� � �� i � !�__ DECK — 9Q SF (N/C) �� i � GARAGE = 6�0 SF � � �.° s o� ��8 �9-�� _.� � m' ,��' �"/y WALK = 220 SF \� ��oS ��,�a S�l DRIVE = 420 � S� �,-'� o��`" `� TOTAL = 2450 SF/ 25.0� \ �90 ��'��c,�O 6 �� /9�6• 250+ = 430 SF �?� F�� o X30� = 129 SF HCA ' �, DRIVE = 380 SF/88� �� \s6 e�� 4. 3 �'9��\ss . 4.o EHOUSE � > � � �5 � � :� �� .:.. �� tnw ,�� ti q�� o �t- �`� �� , ,� . ,� �, �r- � � 0 ,, � U �.,0 M ��` ` cn.�� ^��o�' 'b J ln ,\�� \ � � � ��/� �� a U� W r� ,� � � C� _ O ,�\ \ � `� ��'�1 �7'`3 �?- Q � �,� .�. � � �2, , � ,�J � I \•� \�� QQ�(`! _' �p,� g'��' �L�` �' � ��. �`�� .� � � � �'�"O BENCHMARK �� w cv , �� .a '�93 � \ TR SAN MH � � � \ ,\ ,� � �/..._9��2 �� ,c�i � � \ ELEV -- 933.4 � .,�� .� � `� ,� � �-�� ` � �_ �. , , � C� � �'�- �Y,��--9.3.,� ,PS� /��,, � � � � . :.� � ,Lp , p J �1 � �J .-� \ �\ �; 9 �9,��`� O � \ ��--�.9� h"� `� � � _ � � � �, `. � o�, „ FT �, �._Y_ c� ° �� \ /� -9-�g�'��.,,\ �'�(� .-_.__�...__._______.___________ � o / � �. , � �s �,� � '.,� � �� , T .� _ t'/ 9�0 2�4 -�9��' ��..� ' --_.__.___.-----• � / `\ Q 9� cF• � � ry \ _.,� -�� PG� .� y. �9�_ -� R��E � ��•6 "---. ...._.__....-- " � � ° a � GP �� -�� GP 9�� — _ H � (� f'� 9a 24 Q ��! �,�`' — — � ` 1 _ � �I ✓ � _" I � / � C/� N � 4�� e /�� Q� -9a�6 L��GAL DESCRIPTION: � � � g ��o � � � � ��"�y � � -��-�..�,_ LOT 6, BLOCK 1, WILEY' S PARK, o N 9 � � � q � �� HENNEPIN CO., MN. '�- N �s � � 9�� ' oy � �� ADDRESS — 2256 SHADYWOOD ROAD 0. ��j� g�J �s � 9�� PID 17-1 17-23-43-0125 W �� e # �ZWo f� : < / cna>w � � .�gk��Q g�� LOT AREA = 14000 SF/ 0.32 AC Y W 3�� o / ss � _ � �a � �,< o Q >W Q� � � �s�, ��-9s t� � SURVEY IS SUBJECT TO CHANGE PER m a� � =��N � ��0� >>; � ga�� TITLE OR EASEMENT INFORMATION o ,v F� _ �-' i N \ 4�W �� \�j ��° 2�� VERIFY ALL DIMENSIONS AND N � ��.W �/J O gR \ �LEVATIONS WITH HOUSE PLANS � �oQ o �'�/ \Q o >- ., W�Q� a / � / � Z �-' 1 v Q tn �,�� " � � / \ VERIFY ALL SETBACKS WITH C(TY ~ � Z }o�,= � � o m � \ � wZ cn 1 a�i-w •I z I \ / a o� � =>-sz � � � _m�� .��Ii- ��-l. LZ� 51'(QCIyV�"C�� If�- . . . • . • • � • , emo To: Finance Departmerit From: Christine Mattson, Planning Assistant CC: Zoning/Street File Date: 12/12/2011 Ca/L: 101-22205 Re: Building Permit Escrow Refund Building Permit#2011-00021 pertaining 2256 Shadywood Road is complete. The Applicar�t, FoRest& Renee Burke, has requested a refund of their$2,500 escrow. The following is attached: • Escrow Refund Request �X � � � � • Email from Bonestroo indicating$82 of unbilled WIP on this project � J �1 , �p ,�v • Email from Campbell Knutson indicating no unbilled WIP on this project • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received PLEASE NOTE: Applicant will be picking up the check on Tuesday, January 10, 2012 w:l.street files�,shadywood road�2256�escrow refund memo 2011-00021.doc � . �, BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2011-00021 AGREEMENT made this�day of 0 t' , 20�, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and Forrest& Re e Burke ("Owners"). Recitals 1. A building permit application has been filed for an addition to the home located at 2256 Shadywood Road, the ("Subject Property"), legally described as Lot 6, Block 1, Wiley's Park, Hennepin County Minnesota. 2. Owner requests the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 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 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 #2011-00021 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. 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. CITY: OF RpA�O O . By: l% �ts: �---,�v�.•.�� c�_�r— ul� ' q)1' �'7�j �;mml�ari� � L�9"QRG �r q�r��t,pJ � � Rec�i�;, pYr,r :,(?fly:i 1� �� c4:�•y�� y 6 �,�g, ifi j �Gr �t �ark� g. ��r$i�� ac+,ys�i �,: _ x�cr� ., Y��-2��; �•:�'�iU,t�G a1�f�rred�Rav-.1}evelo� ��Pos�4� , ��o4'a�: � ' � ��Gh�!ck � --,��',�,r�� heck �; ;,.�g ' --=r l�ayr,.; . � Forr��f Burlse `��•�,� Tct�l A�PRI��d: Gt�d�ipr• r�f�E�rc�: --`'3�'1��,r'G _ . .�JG ---'=;..��' ��1�:'1} t� :a�� • • CITY OF ORONO PERMIT NO.: 2011-00087 a. 2750 KELLEY PARKWAY ORONO, MN 55356- DATE�SSUED: 02/08/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 2256 SHADYWOOD RD � PIN : 17-117-23-43-0125 LEGAL DESC : WILEYS PARK LAKE MTKA : LOT 006 BLOCK 001 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL � CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$2500.00 ESCROW IS TIED TO BUILDING PERMIT#20 1 1-0002 1 APPLICANT ESCROW FEE-BUILDING 2,500.00 BURKE,FORREST&RENEE TOTAL 2,500.00 2256 SHADYWOOD RD WAYZATA,MN 55391- OWNER BURKE,FORREST&RENEE 2256 SHADYWOOD RD 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 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 conformance with the State Building Code.This permit may be revoked at any time for due cause. / / / / Applicant Permitee Signature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. Checklist for Refunding Building Permit Escrows Building Permit # 2011 -OOoZI Street Address: 2 � Applicant Name: �r �IC;� � Escrow request received Date: �0• �4- ( � (to be comp/eted by Barb) Are all inspections completed? Yes No If not, list what is outstanding: N� � Q'�,V�— f� 1'�Q� (�.t I'1��p�'l�a�'�-- Was there a Temporary Certificate of Occupancy issued? Yes � Date: Was there a Final Certificate of Occupancy issued? Yes � Date: �dr��szh'� Email CK & Bonestroo to see if there is any unbilled WIP. Date email sent: �� '� � � ❑ Prepare memo for Finance Department ❑ Note amount refunded in program. z:�fortns�zoning standard forms\checkfist for refunding building permit escrows.doc December 23,2010 . . , �--0�E--°�� " ��1 � �v ��l ll �'L �� 5L GLd�Y�. f� �o� Sa D Y � d 0 �'Iti2 �i*�a..� i�s c�ivn a�- a�SZ� �l�- � a� �� f�a �~� �-r .�--� 3 �� . �7-10� �- r�u r-r�5-�— r�� .e.� ��k�. 3 � b � � ��` � v'v�.� 1�-t�v ,553 C� ��- � l� ��- q U Y� Christine Mattson From: Sherry Charboneau [SCharboneau@ck-law.com] Sent: Monday, October 24, 2011 12:02 PM To: Christine Mattson Subject: RE: Unbilled WIP Christine: We do not have any unbilled WIP for the items listed below. Happy Monday! Sherry Sheny L. Charboneau Legal Assistant CAMPBELL KNUTSON P.A. 1380 Corporate Center Curve•Suite 317• Eagan,MN 55121 �'(651)234-6230• Fax: (651)452-5550 �scharboneauC�ck-law.com•www.ck-law.com From: Christine Mattson jmailto:CMattson@ci.orono.mn.us] Sent: Monday, October 24, 2011 9:08 AM To: Darren Amundsen (�arren.AmundsenCa�bonestroo.com); Sherry Charboneau Subject: Unbilled WIP Good Morning, Do either of you have any unbitled WIP for the following? 2010-00044 915 Partenwood Mary Safar 2010-01042 1980 Sixth Avenue James Pierpont 2011-00021 2256 Shadywood Road Forrest& Renee Burke 2011-00428 2330 Glendale Cove Lane James Rhodes Thanks! Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway ( Orono � MN j 55356(physica/addressJ PO Box 66 � Crystal Bay j MN � 55323-0066(mailing address) 'a' 952.249.4620 � 6 952.249.4616 �cmattson@ci.orono.mn.us � ;www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1